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Home My WebLink About3849 Night Heron Dr (2)CITY OF SANFORD BUILDING & FIRE PREVENTION t4AR 1 ' 1018 PERMIT APPLICATION D L F Application No: — 3 Documented Construction Value: S p° Job Address: 3%IJA -IQ- Historic District: Yes No Parcel ID: 17-20-31-502-0000-a6zVo Wyndham Preserve Lot a,p 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: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-047-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN MANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tacks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 201 S I J 1- (4 3 s 3 C:> Permit Application M 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 pernut 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. 3- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name PrintfC1-(h ontrractor/Agent's Name, ame , ^ Q iL i2'V U p /' J-(, -11 Signature of Notary -State of Florida Date Signature of No -State of Florida U Date t:• y Shayne Mangel l; NOTARY PUBLIC STATE OF FLORIDA pro m#GG113111 Owner/Agent is Personally Known to Me or Contractor/A s 9pi 9Xnown to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical a Mechanical o Plumbing© Gas[] Roof Construction Type: Y[3 Total Sq Ft of Bldg: 7-6"12- 6"1Z Occupancy Use: jZ 3 Flood Zone: X iEt tMin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps O Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:sk 0 lit UTILITIES: WASTE WATER: ENGINEERING: MTC_ 3-2"& FIRE: BUILDING: eX /-A1_'4& COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 445.4 1. '^^p• 1981 00-,&1 A-T, Cry Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min MaxMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence REVISED: June 2014 LTi"`' -•" .: _ . r.. ; _ •, ` i; 'x•S7-sELECyTRIC':W&VPER1ViIT. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 130 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Plumbing Final 1V`IF,NIC L PEIi1VIIT,;;%,•2 :,,. ,--: ; a^*>,,_,i:;;' =' ° . Min Max Inspection Description 10 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1V`IF,NIC L PEIi1VIIT,;;%,•2 :,,. ,--: ; a^*>,,_,i:;;' =' ° . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final MAIDi,' i 101 ub 11't y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 1 8—/3/® Documented Construction Value: S 11 Job Address: SiLk%'. N par t Uernn fir; Je. Historic District: Yes No Parcel ID: 17-20-31-502-0000- o V o Wyndham Preserve Lot -O % Residential ® Commercial Type of Work: New® Addition Alteration El Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 110PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: S 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. 3•c- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 3-t, Signature of Notary -State of Florida Date Signature ofNo -State of Florida U Date t; :ppy Shayne Mangel s NOTARY PUBLIC STATE OF FLORIDA rootm# GG113111 Owner/Agent is Personally Known to Me or Contract or/.ei 3s MPi 94nown to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: M 3- / 11;_ WASTE WATER: FIRE: BUILDING: Revised: June 30,2015 _ ____._ __. __ __. __.__ _ ___ _ Permit Application______._ COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18.10000266 BUILDING PERMIT NUMBER: 18-10000266 vZ -t-:5)C) DATE: March 16, 2018 UNIT ADDRESS: NIGHT HERON DRIVE 3849 17-20-31-502-0000-2080 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3849 NIGHT HERON DRIVE / LOT 208 / 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 ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 Family CO;WIDE ORD Housing 51000.00 1.000 dwl unit 5,000.00 PARKSgle LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQQUIREMENTS 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 TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 O P187 r'= City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3849 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2080 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1310 Reviewed by: Michael Cash, CFM Date: March 21, 2018 P Application for Paved Driveway, Sidewalk or WalkwayIncludingRight-of-Way Use & FLO17- Landscin in Rht of-Wa Y 1$77 p g 9 Y wwwsanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over .100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the xao,,.,, pelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdomywft 1. Project Location/Address: 3{i N i tek 4-4c"On ZZ, A V -c 2_sw[ Z a 2. Proposed Activity: Q Driveway FAWalkway F Other. 3. Schedule of Work: Start Date Completion Date 0 Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is s b by: Properly Owner Signature: Print Name: (Y\IckocI Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: sheyne.mangd@sWighftmes' Date: Maintenance ResponsibilitieslIndemnification 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 installationtiimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in 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. I have read a!!0zderstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Date: 3-111.9-19 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. Utilities ZIPApproved: Engineering Site Inspected by: Special Permit Conditions: Date: Official Use Only Fee: Date: Date: Date: Date: ',_71-2018 Date: 2015 ROW Use REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 -Le -1 Q Project Name:rr, Pre sa r -wc- Project Address: tJ j tyCt Vl, Ry-, 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. Rob rt WilletsZX--"&Ofi &5lef-600kPrintamecaner/Tenant Pri Na a of Gen. Contractor Print Name of El. Contractor Signatu wner Tenant Signature of Gen. ContractorSignature of EI. Co actor CGC1522347 E -(,'0003c0 Gen, Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- is -1 % I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): EY The specific permit and application for work located at: 3$Wr9 N. a1.1.e.., r ve . Sa--k*%A- Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: )o; "V STATE OF FLORIDA COUNTY OF Seminole The foregoing instrul n wa w edged before me this I of -'- `r9200byK6 ` i e S who is o<rsonally known to me or o who has produced as identification and who did (did not) take an oath. Nota Sead)ayne Man9e1 NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 i E A% Expires 612112021 Rev. 08.12) r& tY'C c"ed Print or tye name Ili Notary Public - State of _ Commission No. My Commission Expires: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot 208 1981 TR Builder Name: Starlight Homes DING Street: 3849 Nt hl Heron Or Permit Office: I le oun lY 3 0City, State, Zip: Sanford• FL. 32773 Owner. Stw'1t9h1 tbrrW>9- Permit Number: Jurisdiction: (¢?1st nNF Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. NIA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft') 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main. AH: Main 6 396.2 a. U -Factor. 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. NIA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Ama Weighted Average • SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) ' Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' 9 b. Conservation features b. NIA R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.47 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and TRE SrgT this calculation are in compliance with the Florida Energy specifications covered by this 0* Code. calculation indicates compliance y v,, '4' = • iwiththeFloridaEnergyCode. u,,,,'.: O PREPARED BY: Before construction is completed v DATE: It 1214 i this building will be inspected for compliance with Section 553.908 O I hereby certify that this building, as designed, is in compliance Florida Statutes. cwiththeFloridaEnergyTOOWE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: it 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 ACH60 (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 ANSIIRESNETIICC 380, is not greater than 0.030 On for whole house. 1/17/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 208 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City. State. Zip: Lot Information 208 3849 Night Heron Dr Seminole Sanford , FL. 32773 CLIMATE J Design Location Design Temp TMY Site 97.5 % 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL. Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block/ 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.34 0 1981 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 fY 0 fl' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 fl' 0.1 Wood 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 44 9 9 4 417.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 48 9 9 4 455.0 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 24 9 9 4 231.0 ft' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 31 3 9 4 291.7 ft' 0 0 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 6 10 20.5 ft' 2 W Wood Main None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. J Wall Overhang Ornt ID Frame Panes NFRC U-Faclor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 it 0 in None None 2 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 8 it 0 in 1 ft 0 in None None 4 W 2 Vinyl Low -E Double Yes 0.58 0.25 N 48.0 ft' 8 it 0 in 1 ft0 in None None 5 E 4 Vinyl Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft0 in 1 ft0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBlu/hr 900 cfm 0.75 1 sys#1 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/172018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Return— Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 ctm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan X Feb Mar A r Jun Jul X Au X Sep Oct [ Nov Dec Heating Jan Feb kiMar Apr May ari Jun ri Jul r i Aug Sep Oct [X Nov Dec Ventin l Jan t Feb Mar Apr a Jun Jul Au Se X Oct lX Nov l Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Codling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM • 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pum 1 - Central Unit 1/172018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. 'Single famiy"or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor. Dbl. U=0.34 SHGC: SHGC=0.26 b. U -Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U -Factor. N/A SHGC: d. U -Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 3849 Night Heron Dr, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul. Exterior R=4.1 1663.70 ft= b. Frame - Wood, Adjacent R=13.0 291.67 ft 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1981.00 W 1981 b. N/A R= ft' c. N/A R= ft' Area 120.00 ft' 11. Ducts R 02 a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems k8lu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft= 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C compliant features. Builder Signature:,_ p I' ' 1 ovLOvt Date: Address of New Home: 1Z j2 City/FL Zip: Sp- FL kBlu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in 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 subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Salts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. 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 ninino and wirina 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 a. in addition, inspection of log walls shall be in accordance with the provisions of ICG400. 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City, State. Zip: Sanford, FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: 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). (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 cede 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 dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed; S. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: WE 1/17/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 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). (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 cede 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 dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed; S. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: WE 1/17/2018 3:34 PM EnergyGaugeO 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 208 - 1981 TR Builder Name: Starlight Homes Street: 3849 Night Heron Dr Permit Office: Seminole County City. State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System LeakaAe Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 0* THE STq 1/17/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary StarlightvtyndhamDatte: wrightsoft Entire House 4/1412017 W. Energy Air, Inc Plan: 1981 S 5401 Energy Air. Ct, Orlando. FL 32810 Phone: 407-888-3729 Email: GRenner@energyaiccom Web vm energyaircom Project• • For. Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grRb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17497 Btuh Structure 17459 Btuh Duds 1538 Btuh Duds 2048 Btuh Central vent (65 dm) 1830 Btuh Central vent (65 dm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20756 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2278 Btuh Ducts 17 Btuh Central vent (65 dm) 1917 Btuh Heating Coling Outside air Area -(fl 989 1983 Equipment latent load 4391 Btuh Volume (fly 18498 18498 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 25147 Btuh Equiv AVF (dm) 80 43 Req. total capacity at 0.75 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.047 chn/Btuh Air flow factor 0.046 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh, 100AFUE Boldtfalic values have been manuatlyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wri hftsofft' 9 2018 -Jen -1715:28:58 Right -Suite® universal 201717.028 RSUI7013 page 1 Spedf10w ndham PreserveNLot 208 -1981 TR rup Calc = MA Front Door faces: E Manual S Compliance Report Job: Starllght-Wyndham Wrightsoft• Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, CL Orlando, FL 32810 Phone 407-888.3729 Email: GRenner@energyaircom web: www.energyaircorn Btuh Entering coil DB: 76.3°F For: Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 Design Conditions Equipmenttype: SpIitASHP Outdoor design DB: 92.6°F Sensible gain: 20756 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: 25147 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 101 % of load Latent c_apacity: _ 5203 Btuh 118% of load Total capacity: 26119 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L - Actual airflow: 899 cIrn 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 cfrn Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF n.- _Iw ' - - - r. .- Meets all requirements ofACCA Manual S. 2018 -Jan -1715:28:58 wrightsoft• Right•Swte®Unhersal201717.028RSU17013 Pagel ACM ..Specificiwyndham Preservelot 208 -1981 TR rup Calc= M38 Front Door fares: E w+ Duct System Summary Job: Starlight -Wyndham W I'19htSOft' Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Ph. CC Orlando, Fl. 32810 Phone 407-886.3729 Email: GRenner®energyaircom Web: www.energyaircom For. Lot 208 -1981 TR, Starlight Homes 3849 Night Heron Dr, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.165 in/100ft 899 dm 170 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.165 in/l00ft 899 dm Name Design Btuh) Htg dm) Cig dm) Design FR Diam in) H x W in) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 137 3 6 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 43 0.181 5.0 Ox 0 VIFx 29.4 125.0 s12 bed4 h 2353 111 98 0.181 7.0 Ox 0 VIFx 29.4 125.0 st3 br3-A h 1188 56 37 0.177 5.0 Ox 0 VIFx 33.1 125.0 st3 foyer h 1292 61 49 0.332 5.0 Ox 0 VIFx 9.3 75.0 IdWin-Fam c 2936 94 135 0.198 7.0 Ox 0 VIFx 21.5 120.0 stl Idt-din-FaraA c 2936 94 135 0.193 7.0 Ox 0 VIFx 25.3 120.0 stl Idt-din-Faro-B c 2936 94 135 0.189 7.0 Ox 0 VIFx 27.9 120.0 st1 laun c 821 15 38 0.329 4.0 Ox 0 VIFx 10.0 75.0 mbe h 743 35 21 0.177 4.0 Ox 0 VIFx 33.2 125.0 st2 mbr h 3013 142 131 0.171 7.0 Ox 0 VIFx 33.5 130.0 st2 mwic h 1413 67 31 0.165 5.0 Ox 0 VIFx 40.0 130.0 8t2 i462 -A c 47 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 st2 Wd-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 Wo4-A h 955 45 24 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 eddtfalic values have been manuallyoverridden 2018 -Jan -17152658 wrightsoft' Rigel-Suite®Unhersa12017 17.0.28 RSU17013 page 1 AC(>, .. SpedfidWyndhem Preserve%Lot 208 -1981 TR rup Calc = MJ8 Front Door hoes E Trunk Htg Cig Design Veloc Diam H x W Duct Name Type dm) Cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 281 406 0.189 744 10.0 0 x 0 VinlFlx st2 PeakAVF 302 228 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 179 0.174 545 9.0 0 x 0 VinlFlx eddtfalic values have been manuallyoverridden 2018 -Jan -17152658 wrightsoft' Rigel-Suite®Unhersa12017 17.0.28 RSU17013 page 1 AC(>, .. SpedfidWyndhem Preserve%Lot 208 -1981 TR rup Calc = MJ8 Front Door hoes E Name Grille Size (in) Htg Cfm) Clg Cfm) TEL tt) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mab Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018 -Jen -1715:2658 wrightsoW Rght-Suite® Universal 201717.028 RSU17013 Page 2 ACM ...SpecifidWyndham Preservelot 208 -1981 TR rup Calc = WIJB Front Door faces: E Level 1 Job #: Starlight -Wyndham Performed for: Lot 208 -1981 TR 3849 Night Heron Dr Sanford, FL 32773 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" =1'0" Page 1 Right-SuftsO Unuersal 2017 17.028 RSU17013 2018Jan•1715,27:11 m Presemlot 208 -1981 TR.rup VTR 1-1,,/2" VTR VTR Jl Jl 2„ 14 AUTO VENT KS LAV LAV 2” WC 3" WC 3.. 11VNf 34/ " -- - 2„ Ski i 361 TUB O i 2 00 Dp Z oi 2 C) W PLAN 1981 0 i PLUMBING RISER DIAGRA l I E L=.= r m a uvift AREA= LOT 209 N LOT 190 ENTt`f = 78'SQ.Fr. DRN WAY = 21 LANAI= o f W AY = IV89.43'037- 115.00' r-51— J V o SOD} = v OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. M 50.0 To 300 SQ.FT. VffNDHAM PRESERVE - LOT 208 PLOT PLAN C. D131ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 208 LQT. AREA CALCULATIONS L=.= 6,900 SQ.Fr. uvift AREA= LOT 209 GARRGE = LOT 190 ENTt`f = 78'SQ.Fr. DRN WAY = 437 SQ.Fr. LANAI= 181 SQ.FT. f W AY = IV89.43'037- 115.00' r-51— 9 SQ.FT. UNE OF OT 208 v SOD} = 3,767 SQ.Fr. OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. 29.7' 50.0 To 300 SQ.FT. SOD = 246 SQ.Fr. TOTAL AREA AREA 8,400 Q. DRIVEWAY = 551 SQ.FT. PROPOSED 345 SQ.Fr. SOD = 4,013 SQ.Fr. NCS-No•Ooini r Set (Falls In Water) 1 STORY RESIDENCE SF-SquorO' Feet MWo -Electric Handhole D.U.E.-Dminagp/Ub% Easement Coo -Clean Out 3849 NIGHT HERON DRIVE8 XYD-4-Irrigation Control Volvo LOT 191 #1` LOT 208 SIR -Set 1 Iron Rod LB7768 MODEL Gas Meter S t" -Existing Grade 8.o 1981 OPHELIA r FPKD -Found 'P.K. Nail & Disk L87768 ---Drainage Flow Direction 6,900 F. t Proposed Design Grade ELEVATION - T I 1 .0 0M U U I GARAGE - RIGHT 1 I a a o N FFE= 24.5 I n. 29.7' '------- 60.0 v y ti3 115.00' 589"43' LOT 192 LOT 207 LQT. AREA CALCULATIONS L=.= 6,900 SQ.Fr. uvift AREA= 1,981 SQ.Fr. GARRGE = 402 SQ.F'f. ENTt`f = 78'SQ.Fr. DRN WAY = 437 SQ.Fr. LANAI= 181 SQ.FT. f W AY = 45 SQ.Fr. A/ PAD = 9 SQ.FT. IM • OUS- 45.4 X SOD} = 3,767 SQ.Fr. OFF WOT AREA CALCULATIONS R/VV = 1,500 SQ.FT. APRON = 114 SQ.Fr. SIDEWALK - 300 SQ.FT. SOD = 246 SQ.Fr. TOTAL AREA AREA 8,400 Q. DRIVEWAY = 551 SQ.FT. SIDEWALK = 345 SQ.Fr. SOD = 4,013 SQ.Fr. BUIIM124G LAYOUT NOTE: O i o ' N 9.3 COVERED PORCH v Contractor and owner are to verify oil setbacks, building dimensions, and .layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. rar -rvvrn cqu: mens L ,E.(•T TD-ADUSSD-A eese mina eLB -Licensed usmess /D g /Utilities/Sidewolk BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florido Power & Light P -Plot FIFE -Finish Floor Elevation D.. -Deed Book Water Meter O.R.-Official. Records Book 04 -Water Volvo P.B. -Plot • L yk 0' -Fire Hydrant Pg: -Page )I RC®-Reclolmed Water Meter Elev-Erevatioy RVIXI-Reclaimed Water Volvo Cone,-Conc 10 -Coble Box BP -Brick or ID-Telepphone Box SW -Si m -Electric Box FIFE -Finish Floor Elevation 0 -utility Pole CJ-Cudb-16let Pole G11-Grate-fFop Inlet Guy Light Pole P.U.E.-P.ubficj y0lity Easement f --Guy Anchor RCP-Reipfgr_eed Cone. Pipe Otl--Overhead Ub'lities PVC -PolyvihdChloride O -Storm Sewer Manhole NCS-No•Ooini r Set (Falls In Water) G -Sanitary Sewer Manhole SF-SquorO' Feet MWo -Electric Handhole D.U.E.-Dminagp/Ub% Easement Coo -Clean Out FMGD -MAG NN doDISKXYD-4-Irrigation Control Volvo P.K.-Parked Kolon Nail a -Sign SIR -Set 1 Iron Rod LB7768 WD4-Gots Water Volvo SPKD -Set P. & Dlsk LB7768 Gas Meter F1R-Found •t/2' Iron Rod LB7768 t" -Existing Grade F1P-Found'1/2" Iron Pipe 1.87768 OI -Blow -off Valve FPKD -Found 'P.K. Nail & Disk L87768 ---Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 As-Built/ExistinGrod Note: Some items in above leaen may not be aaa, icable) Date SURVEYOR'S NOTES: 1. Current We information on the subject property hod notbeenfurnishedtoGeoPointSurveying, Inc. at the time of this plot pion. 2. Roods, wolks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Devotions shown hereon are in feet and are refs roncad to the NATIONAL GEODETIC VDiTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon aro from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PIA ,ONLY 6915 * DRIDA i' P. 11tPPFR N0. LS6915c NOT VALID WffHOUrqHEiSIGRAIURE AND THE ORIGINAL ZONIBATE N single family home Ok to construct ervious Iarea with setbacks and imp 01" %rip shown on p Ian• y5 ' CK o r I• I a IIa I o 1 / Iti y7lSJt1' I 1 25.3 I aZ 1 l K , • W C I La I o A 3 ,.moo CRY 0 y z I O o A a E-4Io o 0 I o z ZIN a Ix z z '.k. I 1 .0 0M U U I U ' - rL? 1 I U I n. O C Building Setbacks Setbacks: Per construction pions for- WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. Fro nt = 25' Rear = 20' . Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Fl ood Zone -X DESCRIPTION: LOT 208, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida: 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint SUl'Vey111g, Inc. Drawn: JE Checked: JDL P.C.: Data Fle:-Plot Date: 01/20/18 Dwg:-Ia1208 Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: — 1 Building Setbacks Setbacks: Per construction pions for- WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. Fro nt = 25' Rear = 20' . Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Fl ood Zone -X DESCRIPTION: LOT 208, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida: 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint SUl'Vey111g, Inc. Drawn: JE Checked: JDL P.C.: Data Fle:-Plot Date: 01/20/18 Dwg:-Ia1208 Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: — RECORD COPY i•;;,lrl ;, INr r - Kv ton* Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 I. HVAC LOADS INEC 2011- 220.82(001-M) LONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON CONNECTED LOAD 5.40 KVA 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 TOTAL LOAD FOR COMPRESOR Q 100% TOTAL LOAD FOR AIR HANDLER Q 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.82(B)(11-011 LIGHTING 1981 Sq Ft @ 3VA/Sq. Ft VALUE 2 SMALL APPLIANCE CIRCUITS V1LD(NG' 1.50 1 LAUNDRY CIRCUIT 1.50 1 DRYER CIRCUIT 5.00 0 STACK WASHER/DRYER SANFORD 500 1 WATER HEATER (1) l ccpAR 4.50 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1 DISPOSAL(I) p3 p 0.80 0 DISPOSAL(2) # V - 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1 50 1 MICROWAVE CIRCUIT 250 0 JACUZZI TUB CIRCUIT 480 0 40 AMP CAR CHARGER 960 30AMP POOL CIRCUIT 720 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) Q 1000/9 REMAINDER (GENERAL LOADS) Can 40% SUB -TOTAL (GENERAL LOADS) INEC 2011- 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD INEC 2011- 220.82(All MINIMUM SERVICE SIZE 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA 5.94 KVA TAL KVA 3.00 KVA 1.50 KVA 5.00 KVA 4.50 KVA 120 KVA 080 KVA 12.00 KVA 2.50 KVA 36.44 KVA 10.00 KVA 10.58 KVA 20.58 KVA 10.39 KVA 20.58 KVA 30.96 KVA 129.01 AMPS RECOMMENDED SERVICE SIZE 150 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0208 - W P0208 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0208 Model: 1981 Tampa, FL 33610-4115 Lot/Block: 208 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date No. 118 Seal# I Truss Name I Date 1 T13026342 1 A01 1/23/18 T13026359 1 CJ5A 1/23/18 I2 I T130263431 A02 1 1/23/18 119 1 T13026360 EJ7 1 1/23/18 I 13 I T130263441 A03 11/23/18 120 I T1 3026361 1 EJ76 1 1/23/18 14 1 T1 3026345 1 A04 11/23/18 121 1T130263621H1 11/23/18 1 15 1 T130263461 A05 11/23/18 122 I T130263631 HR 11/23/18 16 1 T1 3026347 1 A06 1 1/23/18 123 I T1 3026364 1 V3 11/23/18 1 17 I T13026348 I A07 11/23/18 124 1 T13026365 I V5 11/23/18 18 I T13026349 I A08 11/23/18 I 19 I T 13026350 I A09 1 1/23/18 1 110 I T13026351 1 A010 1 1/23/18 1 Z 111 I T130263521 A011 1 1/23/18 1 12 IT130263531AO12 1/23/18 113 I T130263541 AO13 11/23/18 1 114 1 T130263551 CJ 11/23/18 I 115 1 T130263561 CJ3 1 1/23/18 116 1 T130263571 CJ3A 1/23/18 117 1 T130263581 CJ5 1 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 certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. CSANF(0)'R,D rW 1 380 A E OF : 4U sG/O N AL ?.% Jof11111itl,4 Thomas A. Albanl PE No.39380 MITek Usk Inc. Ft. Can 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 23,2018 Albani, Thomas I of l Job Truss Truss Type'Oty Ply WP0208 MOWLxBd1Wdesign. prevent of Is always ie"ed lop siciAlty and to Ixevent coligzo wlih posible personal hWy and properly damage. rot geneid gJdalco iegading the ICAxlcalkm, storage, delivery. erection cvxi pacing of irusras and tnta systems, seeANsi/1Pl l Quality CAtmlo. DSB-89 and BCSI suftng Component 6904 Perks East Blvd Sorely IMorrriollon avaBcible hom Inas Rate Ina the. 218 N. too Shoat. VAlo 312. Aiexanckla, VA 22314. 713026342 W P0208 A01 Hip Girder 1 1 Job Reference (optional) utnicier6 mrslSource, 1ampa, runt wty, rlWlaa aaa00 O.-DJOpr wcv,i eo . ID:4xiZSyOSpnperCOHML 1 Og 1 zP836•Shzl JIBIKF04ZxV2ZEmg2zAexl KHvmiLwcd4iOzsY9v 1 0 0 4.2 3 7.0.0 12.1.15 17 .2.1 22.4.0 27.5.5 32.6-11 37.8-0 40 .5.13 , 44.8.0 45.8.0 1.40 14 221 + 2-9 13 5 1.15 SO 3 51.15 51.5i 5.1.5 2-8 13 4.2.3 0 0 Scale = 1:76.4 2x4 II 5,00 FT 20 II 54 WB= 4 26 27 5 28 29 6 30 31 79 32 33 9 20 II 34 35 10 36 37 11 3x4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49 16 15 4x6 = 20 II 4x6 = 20 !I 7x10 = 20 II 4x6 = 20 1! 1 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 Vert(CT) -0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a n1a BCDL 10.0 Code FBC2017fTP12014 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 2x4 SP No.3 OTHERS 20 SP No.2 REACTIONS. (lb/size) 2=1218/0-8-0,20=4357/0-8-0,13=1217/0-8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8), 20. 1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2451/802, 3-4=-2319/802,4-5=-1960/699, 5-6=-1959/699, 6-7=-846/2625, 7-9=-846/2625,9-10=-19641698, 10-11=-1964/698,11-12=-2318/801,12-13=-2449/810 BOT CHORD 2-25=-726/2200,24-25=-726/2200, 23.24=-674/2148, 21.23=-56/330, 20-21=-56/330, 19-20=-51/310, 17-19=-51/310, 16-17=-669/2147, 15.16=-687/2198, 13-15.687/2198 WEBS 4-24=•85/603, 5-23=-579/355, 6.23=-639/1893, 6.21=0/349, 6-20=-3339/1129, 7.20= -672/408,9.20= -3325/1126,9-19=0/354,9.17=-647/1912,10.17=-580/357, 11-16=-87/601 PLATES GRIP MT20 244/190 Weight: 264 Ib FT = 20% Structural wood sheathing directly applied or 3.5.6 oc purlins. Rigid ceiling directly applied or 8.8.0 oc bracing. 1 Row at midpi 6-20,9-20 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=4.2psf; BCDL=3.Opsf; h=151h Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 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.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 Ib uplift at joint 2, 1471 Ib uplift at joint 20 and 409 Ib uplill at joint 13. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNWG . Verify dodgn paranWers and READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE PAGE MD -7473 rev. 1493MIS BEFORE USE DoslQn vdld lop trse only vAlh Wlek®conneclors. This deslpn is based only upon paametem "vAx and Is for c n hdlvldud buadN component not o suss systein Before use. the txildiny deslgrxn Inust voplty Iia applicability of design pxaamotem and rAoWly lncorpaate this design Into the overall Bwcelg Inxncaled Is to bucklhlg Indlvkiucil Inns web and/a chard members only. Addilonal lemporury arxi penlmarlenl Macing MOWLxBd1Wdesign. prevent of Is always ie"ed lop siciAlty and to Ixevent coligzo wlih posible personal hWy and properly damage. rot geneid gJdalco iegading the ICAxlcalkm, storage, delivery. erection cvxi pacing of irusras and tnta systems, seeANsi/1Pl l Quality CAtmlo. DSB-89 and BCSI suftng Component 6904 Perks East Blvd Sorely IMorrriollon avaBcible hom Inas Rate Ina the. 218 N. too Shoat. VAlo 312. Aiexanckla, VA 22314. Tampa. FL 33610 Job Truss TFUSS Type ' Oty Ply W P0208 a truss system. Beloro use. tho Musing designer must verily Ito c1l)"Icabllty, of deslgn pxsrarneten and rxoperty Ineorl"ale tits doslgn Into Ilw ovorall btic &V design. DcjckV IndIcated Is to buckling of IrcllvkftxA buss web circ]/or chord rnembers only. AWlllonol ternlorary and perrnonenl Mating WOWproven) ts always rogtbed for s)al7lllly a1d io lrevenf caltgne with PossB)Ie personal bytey and IropeM domogo. for general gtddtnce regarding the laMlcollm storage, delivery. eroeBon and Mating of inmes and Inm sysiornt seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Subding Component 713026342 W P0208 A01 Hip Girder I I Job Reference (optional) ilultaers mrsibource, l ampa, manr .;try, Florloa 33Jba a.l civ 5 oup w ev r r MP; UK nruusn rs, nw. r un van co vrcc. rc cv r o ray. c ID:4xiZSyO5pnperCOHMLI Og 1 zP836-5hz 1 JIBEKF04ZxV2ZEmg2zAex I KHvmiLwcd4lOzsY9v NOTES - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 Ib up at 7-0-0, 105 Ib down and 107 Ib up at 9-0.12, 105 Ib down and 107 Ib up at 11-0-12,105 Ib down and 107 Ib up at 13-0-12,105 Ib down and 107 Ib up at 15-0-12,105 Ib down and 107 Ib up at 17-0-12,1051b down and 107 Ib up at 19-0-12,105 Ib down and 107 Ib up at 21-0-12,105 Ib down and 107 Ib up at 22-4-0, 105 Ib down and 107 Ib up at 23-7-4,105 Ib down and 1071b up at 25.7.4, 105 Ib down and 107 Ib up at 27.7-4, 105 Ib down and 107 lb up at 29-7-4, 105 Ib down and 107 Ib up at 31-7.4, 105 Ib down and 107 Ib up at 33.7-4, and 105 Ib down and 107 lb up at 35.7.4, and 200 Ib down and 202 lb up at 37-8-0 on top chord, and 320 lb down and 109 Ib up at 7-", 81 Ib down at 9-0-12, 81 lb down at 11-0-12, 81 Ib down at 13.0-12, 81 Ib down at 15-0.12, 81 Ib down at 17.0-12, 81 Ib down at 19-0-12, 81 lb down at 21-0-12, 81 Ib down at 22-4-0, 81 lb down at 23.7.4 81 Ib down at 25.7.4, 81 lb down at 27-74, 81 Ib down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35.7.4, and 320 Ib down and 109 Ib up at 37-7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility o1 others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root 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) Vett: 4=-1 53(B) 11=-153(B) 24=-320(8) 6=-105(8) 21=-58(B) 20=-58(B) 7=-105(8) 19=-58(8) 9=-105(B) 16=-320(B) 26=-105(B) 27=-105(8) 28>105(8) 29= -105(B)30= -105(B)31= -105(B)32=-105(8)33=-105(8)34— 105(8)35= -105(8)36= -105(8)37= -105(B)38= -58(8)39= -58(B)40= -58(8)41=-58(8)42=-58(B) 43= -58(B)44= -58(B)45= -58(8)46= -58(B)47= -58(8)48=-58(8)49=-58(B) 0 WARNING - Yedly design pe ~ws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01110.7173 rev. IW3R0IS BEFORE USE Design valld for use only oath MI left® connectors. tits design Is based only upon pwomelels shown. and Is for an Indiuk tial Mrldhg component. not MFatrusssystem. Beloro use. tho Musing designer must verily Ito c1l)"Icabllty, of deslgn pxsrarneten and rxoperty Ineorl"ale tits doslgn Into Ilw ovorall btic &V design. DcjckV IndIcated Is to buckling of IrcllvkftxA buss web circ]/or chord rnembers only. AWlllonol ternlorary and perrnonenl Mating WOWproven) ts always rogtbed for s)al7lllly a1d io lrevenf caltgne with PossB)Ie personal bytey and IropeM domogo. for general gtddtnce regarding the laMlcollm storage, delivery. eroeBon and Mating of inmes and Inm sysiornt seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Subding Component 6904 Parke East Blvd Safely pMamollon available from In= Rate trxtltute. 218 N. too Sheel. Stdte 312, Alexanclda. VA 22314. Tampa. FL 33610 Job Truss Truss Type ' CSI. Ply WP0208 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 713026343 WP0208 A02 0ty, Hip 1 1 BC 0.26 Ven(CT) -0.61 15 >863 180 BCLL 0.0 ' Rep Stress Incr iJob Reference (optional) utlttller5 mrsibource, i ampa, mans Lary, h1onoa 330bb 0.1 IV 5 aep ra ev I; mi r en nruusales, ore 1 UV Jail 40 V1.44. 1 a CV 10 rays 1 ID:4boZSy05pnperCOHML 1 Og 1 zP836-N 1 uhniH2hPu5uOXOUCOTgRzvlrmZ2?uNXCgySUzsYgo J-0 0 5.7.6 9.0 0 15.8.14 22.4.0 28.11.2 35.8 0 39-0.10 j4 8,0 45.8- 1.0• 5.7-6 3.4.10 i 6.8-14 6 7-2 i 6 7.2 i 6.8.14 i 3.4-10 I 5-7-6 40 exe = 5.00 12 2x4 11 5x8 = 5x8 = 5x8 = SXe = 5 6 7 8 9 Scale - 1:76.1 1 2 12 a to 5x6 = 17 16 15 14 13 5x6 = 5x8 = 7x10 = 5x8 = 7x10 = 5xB = LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.33 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.61 15 >863 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 n1a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 277 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 4-6,6-9.,2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6.4.3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at mldpi 5-17,8-13 WEBS 2x4 SPNo.3 REACTIONS. (lb/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 Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/2258,3-4=-339512064, 4.5=-3153/1963, 5-7=-4957/2959,7-8=-4957/2959, 8-9=-3153/1963,9.10=-3395/2064, 10-11=-3598/2258 BOT CHORD 2-17=-1996/3246, 16-17=-2504/4521, 15.16=-2503(4524, 14-15=-2471/4524, 13.14=-2472/4521, 11-13=-1900/3246 WEBS 3-17=-162/349, 4.17=-578/1022, 5-17=-1635/932.5.15=-279/562, 7.15=-340/293, 8-15=-280/562,8-13=-1635/931,9.13=-578/1022,10.13=-162/349 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.Opst; h=1511; Cat. Il, Exp C; Encl.. GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1-0.0 to 5-0-0, Exterlor(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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=1b) 2=477,11--4T7 Thomas A. Albani PE No.39360 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNOlG . Vorfly died irn paremoten end READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE MD -7473 rev. IM3201S BEFORE USE. Design vdid for use or dy wllh Mllek®connoctors. This design Is bawd only upon paameters shown. and Isla cn Individual building compornenl, not o truss system. Before use. the building designer roust verity the aWIcci billy or design paranelers and rxomly bncorperole ink design into 1W overall building design. ®acing trxneated Is to budding of Irxllviduxl miss web and/or chord members only. Addliorxl lemporay and permcmnl bracing WOWpievenl Is dwcrA required fa statAlly and to prevent cdlgbse wllh possible personal knfwy orad ixoperty dotnago. ror gorneid gu kk nco iogaudlrng One 6904 Parke East Blvd. kriMecrlbix slorage. delivery, erection and bracing or trusses and truss systems. seeANSIMI I Quality Criteria, D$e-e9 and SCSI Building Component Tempa. FL 33610SafelyInformationavcOdblefromInnsRateIns9tr4e. 218 N lee Streel. Srlte 312. Alexculdrla, VA 22314. Job Truss Truss Type' Qty Ply W PO208 PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component TC 0.83 713026344 WP0208 A03 Hip t 1 BC 0.24 Verl(CT) 0.57 15-16 >924 180 BCLL 0.0 ' Job_Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 ti.l;iu s bep 1 b zu1 r not t eh mauslrres, inc. i ue dan 2a 07,22.20 2v i a ra8e i ID:4xiZSyOSpnperCOHML1OglzP836-sDS3_l HgSj0yWA6alvviNIV2W F7BnNLXmsZV_wzsY9n I 2 Scale = 1:76.1 5x8 = 20 II 4x6 = 3x8 = 5x6 = 5 00 12 4 5 6 7 8 30 tr- SPACING- 2.0.0 CSI. 3x4 -Z' in (loc) Well Ud PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component 0 10 11 i o tg 5x6 = 19 18 17 16 15 14 / 3 12 5x6 = 2x4 11 4x6 = 5x8 = 5x8 = 20 II 5x8 = 5x8 = 20 II LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 bidding design. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.31 15.16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Verl(CT) 0.57 15-16 >924 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix -SH Weight: 262 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4.6: 2x4 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 midpi 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. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4=-3239/1977, 4-5=-3874/2397, 5.7=-3874/2397, 7.8=-2954/1893, 8-9=-3231/1970, 9-10=-3641/2283 BOT CHORD 2-19=-2031/3291, 18-19=-2031/3291, 16-18=-159312943,15-16=-209513887, 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; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.1-6, Exterior(2) 5.1-6 to 45-8.0 zone; cantilever left and right exposed end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl 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 Ib uplift at joint(s) except 01=1b) 2=457,10=457. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 4L WARNING - Verify design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 rev. 100MIS BEFORE USE Design valid for use only wllh MOM connectors. Mis deslpl is based orgy upon paiameters Ox)wn. and Is for an exiMdrol budding component. not ato this Into the overallabusscystAn. Bolow use. Iho buddktg designer must verify the ap Alcoblilfy of drnlpn parameters and properly Incorpadesign Indicatod Is to buckling Individual truss wob and/a chard mombers only. AWllonal temporary aril winarenl bnacing MiTekbiddingdesign. Racing rxovonl of Is always iegUrod lot stability and to Ixevenl collapse with possello personal hiuy, and ixoperty damage. For general grJdarlco rogading the ulbrlcatlum storage. delivery, erection and bracing of trusses and In= sysleML sooANSI/iPI I Quality Criteria, DSR -89 and SCSI Building Component 6904 Parke East Blvd. Solely Informallon cwal able from Inas Plate Institute. 218 N. tee Street, Stolle 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply WP0208 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - Horz(CT) 713026345 W P0208 A04 Hip 2 1 14-17: 20 SP No.2 WEBS 20 SP No.3 Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD Job Reference o frenal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITeK Industries, Inc. Tue Jan 23 07:22:21 2018 rage 1 ID:4xiZSyOSpnperCOHML1Ogl zPB36-KPORCNIIDOBoSKhnbdOxws2EvlKsWvEg?WJ3XMzsY9m t-0.0 7.7-12 13.0.0 19 3 4 254.12 31.8.0 37-0 4 44.8.0 0.8 p 1.0 0 7.7.12 54-4 63 4 61-8 63 4 54.4 7.7.12 1.4 5x8 = 3x8 = 2x4 II 06 = 5x6 = Scale =1:79.5 1.5x8 STP = 19 18 „ 16 15 I" 13 12 1.5x8 STP = 4x6 = 2x4 II 3x4 = 06 3x6 = 2x4 II 06 = 3x8 = 2x4 II 06 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - Horz(CT) TOP CHORD 20 SP No.1 • Except' Matrix -SH 4-6,6.8: 2x4 SP No.2 Weight: 232 Ib FT = 20% BOT CHORD 20 SP No.1 'Except' BRACING - 14-17: 20 SP No.2 WEBS 20 SP No.3 Structural wood sheathing directly applied or 2.2-0 oc purlins. REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0 Max Horz 2=81 (LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.79 Vert(LL) 0.3315-16 >999 240 MT20 244/190 BC 0.78 Vert(CT) 0.6215-16 >848 180 WB 0.53 Horz(CT) 0.20 10 We Na Matrix -SH Weight: 232 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4.1-6 oc bracing. WEBS 1 Row atmidpt 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7.8=-2720/1784, 8-9=-2988/1873,9-10=-3523/2170 BOT CHORD 2-19=-1881/3157, 18-19=-1881/3157, 16.18=-1430/2707, 15.16_ 1719/3249, 13.15=-1719/3249.12-13=-178813157,10-12=-I 788/3157 WEBS 3-19=0/276,3-18=-539/529,4-18=-226(416.4-16=-419/833, 5.16=-352/306, 7-13=-822/416.8-13=-487/851, 9-13=-539/530,9-12=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.Opsl; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Extedor(2) 5-0-0 to 45.8-0 zone; cantilever lett and right exposed end vertical lett and right exposed;C-C for members and forces 8t 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 lot a 10.0 psi bottom chord live load nonconcurient 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 tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift a1 joint(s) except 01=1b) 2=437,10=437. Thomas A. Albani PE No.39360 MiTok USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • VerOy doslyn Pmemoters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MD•7473 rev. idol MIS BEFORE USE Design valid lot rise only wllh WoM connectors. lids design 6 basod only upon parameters shown, and Is rot an Individual bulding component, not a muss system. Botore use. the 1xltding designer must vedfy the applicability of design ixsainoteis and properly Incot oiate this design Into the overall bri<ng 19actng Indlcaled Is to Ixtcairrg of AWNklual truss web and/or Chad members only. Additional tornpaary and permanent bating MiTek' Design. prevent Is always iegW ed " stalAty and to prevent collapse with possMo personal Ink>ry and pioplrty claonoW. rer general grlilarce tegardrtg We 6904 Parke East Blvd. kAMcatbn, storage, delivery, erection atxl bKlceig of trusses and truss systems seeANSIMI I OueOty Criteria. DSB-89 and SCSI Building Component Tornpo. FL 33610SatelyInformationavdkblefromtrussRateIns9hde. 218 N. Lee Street, Stile 312. Alexarxlrio. VA 22314. Job Truss Truss Type' Oty Ply[P0208 DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Torrpo. FL 33610 Plate Grip DOL 713026346 W P0208 A05 Hip 2 1 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13.15 >895 180 b Reference (optional) Buiiders rlrsiSource, Pampa, dant Glry, rlorloa 33566 0. r3V u+Jap ro GV r r mr ran nruuauraa, nn.. ruo Jar, LJ Vr.cc.cc LV ra raga , ID:4xfZSyOSpnperCOHML 1 Og 1 zPB36-ocapPlJwzKGIITGz9KyAS4bMn3eaFNapDA2c3pzsY91 0 0 7.4.11 15-0 0 22.4.0 29-8-0 1 37.3.5 44-8.0 4 - 0- 7.4.11 7.7.5 7.4.0 7.4.0 7-7.5 7.4-11 4 Scale = 1:81.0 5.00F12 5xe = 20 II 5x8 = 5 6 7 7 a i1 a d 1 5x8 STP = 18 17ra " 15 " — 13 12 1.5x8 STP = 4x6 = 20 1. 06 = 3x8 = 30 = 20 11 06 = 3x4 = 44 = LOADING (ps1) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Torrpo. FL 33610 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 Vert(CT) -0.59 13.15 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 226 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 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 midpi 3-17,9-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0.8.0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10. 417(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3561/2217, 3.5=-2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9-10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197, 15-17=-1325/2562, 13.15=-1306/2562, 12-13=-1840/3197,10-12=-1840/3197 WEBS 3-18=0/314, 3.17=-704/660, 5-17=-1981491, 5-15=-266/600,6-15=-4431372, 7-15=-266/600,7.13=-1981491,9-13=-704/660,9.12=0/314 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psh BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0-0 to 5.0-0, Exterlor(2) 5.0.0 to 45-8.0 zone; cantilever left and right exposed end vertical telt 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 toads. 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, 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 01=1b) 2=417,10=417. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - verify deogo pma wom and READ NOTES ON THIS ANO INCLUDED MrrEK REFERANCE PAGE MD -7473 rev. 1002W15 BEFORE USE. Design v..kf lot use only wllh Mileb®conneclors, lt* de3Jgn Is based only upon pxgamelen shown. and a for anthdividtral building component. nor a buss system. Before use. the bUlcJr g deslgrxrr roust verily the aprAlcaMlry of design pxnatnetors and properly Incogoiale this design Into the over... b ldbtg design. Boclng Indicoted Is to bucWbtg of bxlNidual truss web arK1/or chord members only. Additional lempaary cnd p earKswnl tractrV M iTek' pevenl Is atwoys iegW ed " stcdAlty and to.xevenl cdlgaso with possible personal hyruy and property dduna0e. roi general guidance regarding the 6904 Parke East Blvdkrirlcallmstorago, delivery, erection cxwJ traabq of hisses and in= syslcrm seeANSIfWl I Quality Criteria, OSS -89 and SCSI BuSding Component Torrpo. FL 33610SafetyIrdormoaonava9ablefromlntssRaleInsnhrie, 218 N. Lao Street. Srlte 312, Alexandria. VA 22314. Job Truss Truss Type' Oty PlyWPO208 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. 713026347 WPO208 A06 Hip 2 1 Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. iJob Reference (optional) quavers nrsravmce, Pampa, riarn airy, nvnva oo0o0 a uL I o. uv a avy cv i r mn vn unruamea. n PcrC0HML1OglzP836-Go8Bd3KYkeOWNdr912TP?H7bMSzt olzSgo9bF 32.11.1 38.8.6 44-8.0 45-8- Scale = 1:78.0 5.00 F,2 5x8 = 3x8 = 5x6 = 6 7 6 3x6 = cv w le " 17 16 3x8 = 3x4 = 06 = 2x4 11 3x8 = 3x4 = 3x8 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/fP12014 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.73 Vert(LL) 0.31 17 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.62 18-20 >852 180 WB 0.59 Horz(CT) 0.21 12 n/a rVa Matrix -SH Weight: 244 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7.2 oc purlins. 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 7-18.7-16 REACTIONS. (Ib/size) 2=170010-8-0,12=1700/0-8-0 Safety Information available horn lrtm Rale Instlklo, 218 N. Lee Street. Stdle 312, Alexandria. VA 22314. Max Horz 2=104(LC 12) Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3562/2280, 3-5=-3380/2197, 5.6=-2635/1724, 6-7=-2391/1651, 7-8=-2391/1651, 8-9=-2635/1724,9.11=-338012197,11-12=-3562/2281 BOT CHORD 2.20=-2010/3200, 18.20=-1586/2794, 17.18=-1289/2526, 16-17=-1289/2526, 14-16=-1550/2794,12-14=-1916/3200 WEBS 3-20=-222/369,5-20=-306/485,5-18=-572/529,6-18=-424f734, 7.18=-393/166, 7-16=-393/166,8.16=-4241734,9.16— 572/529,9-14=-306/485,11-14=-222/369 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.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5-0-0, Exlerfor(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 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=418,12--418. Thomas A. Alberti PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verily dodgn paremersrs and READ NOTES ON Th7S AND INCLUDED M/rEK REFERANCE PAGE M67173 rov. IM3W IS BEFORE USE Design valid for use only elm Mnek® connectors R& design It based only upon parameters stawn. and Is for tui indlvkdual boldine component not o truss system. Beloro use. the bulldln0 designer must verlly tho c"Alcablity, of dostpn rxNamoters anis properly Incorporate thk dosign Into the overall building design. ®acing Indicated Is to bueMing of Irxdlvkltral Inns web (m d/or Lend mernbeis orgy. AdWibrxA temporary and wmareni Modrp M iTek' prevent Is always regrlied for 31WIlly and to prevent collapse with posaAe, personal InMy and property damage. For genial guidance iogading tie 6904 Perko East Blvd. lalxkatlon, stooge. delivery, erection and bracing of trusses and truss systems, seeANSI/Wi l Quality Criteria, DSB-89 and BCSI Building Component Tanga, FL 33610SafetyInformationavailablehornlrtmRaleInstlklo, 218 N. Lee Street. Stdle 312, Alexandria. VA 22314. Job Truss Truss Type' Oty PlyWP0208 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 5.17, 6-16, 8-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 713026348 W PO208 A07 Hip 2 1 TOP CHORD 2.3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7.8=-2461/1649, 8-10=-3039/1969, 10.11=-3545/2255 BOT CHORD 2-20=•1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16-17=-1097/2218, Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 6.130 s sap i b zui r MI I ex inousmes, inc. rue San z3 07:22:24 20 i$ rage n ID:4xiZSyO5pnperCOHML1OglzP836-k hagPKAVxXN?nOLGI eXVgIRsJ-jIz6hUXj7hzsY9j 1.0 p 7.0 4 l 12.7.15 I 19 0.0 I 25.8 0 I 32.0.1 I 37.7.12 I 44-8.0 4$•e p 0• 7.0.4 57-11 6 4-1 6 8 0 6-4-1 57.11 7.0.4 0 5.00 F12 5x8 = 5x6 = Scale = 1:81.0 1.5x8 STP = 20 19 " 17 16 ,. 14 13 1.5x8 STP= 3x8 = 2x4 II 30 = 4x6 30 = 3x8 = 4x6 30 = 2x4 II 3x8 = 1q LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 TCDL 7.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.40 BCDL 10.0 Code FBC2017/TP12014 Matrix -SH DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.30 17 >999 240 MT20 244/190 Vert(CT) -0.55 17-19 >969 180 Horz(CT) 0.21 11 n1a Na Weight: 243 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 20 SP No 3 WEBS 1 Row at midpt 5.17, 6-16, 8-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Harz 2=116(LC 16) Max Uplift 2=-432(LC 12), 11=•432(LC 13) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7.8=-2461/1649, 8-10=-3039/1969, 10.11=-3545/2255 BOT CHORD 2-20=•1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16-17=-1097/2218, 14-16=-1507/2751, 13-14=-1873/3179,11-13=-1873t3l79 WEBS 3-20=0/259, 3.19=-497/485, 5-19=-182/403, 5-17=-707/576,6-17=-328t594, 7-16=-319/584, 8-16=-706/575, 8-14=-182/402,10-14=-497/486,10-13--0/259 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=15f1; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5.0.0 to 45-8-0 zone; cantilever left and right exposed end vertical telt 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 psl 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 lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=432,11=432, Thomas A Albani PE No.39360 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • vedry dealgn panmroren and READ NOTES ON THIS AND WCLUDEO MrrEK REFERANCE PAGE AID -7473 rov. IMIN01S BEFORE USE Design valkt lot use only with Mllek® connectors. lhls design is based only taPOil paanelers shown, and Is log an hdMdu l Iuedhp COMPOnent, not a buss system. Before use. Iho building deslgrici must verify the applicability of design paiatnolets and propoily hcotpotate IhIs design Into the overall brdldUtg design. ®acing Indicated Is to pnevonf budding of frdividt" truss web and/o; choid membegs only. Additional temporary and permanent badng MiTek' Is always iecrAied lot slaiAly, and to pgevent cdigze with possUe personal k*xy and txopeny damage. fog gerleial Guidance iepadng rho fabrication. storage, ddivery. erection and boa ting of tnnsses and Miss systems. 900ANSI/TPI I Quality Cglterb, DSB•89 and SCSI Building Component 6904 Parke East BNd. Sarey Information avaaeNte from Utter Rate hslihde, 218 N. Los Street. Stdle 312, Alexandda. VA 22314. Tompo. FL 33610 Job Truss Truss Type' Oty Ply WPO208 a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD 713026349' W P0208 A08 Hip 2 1 Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (hb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown. Job Reference (optional) I aanael5 1`11510owce, n ampa, rianr %.ny, rivnua 0.3000 0. , w a aoy .. —, . ,.., , ve ,,,w ,., ,...,. ...o moo.. - .. . — — . oeo , ID:4xiZSy05pnperCOHML109 1 zP836-CBFy21LoGFIEdx?YgSV14iCu6GIMSjTGw8HGg8zsY9i 0 0 0 6.1 1.14 } 13.8-14 21-0.0 F 23 8.0 30 11.2 37.8.2 44.8.0 4S8 p 0 6 11.14 6 9.0 7-3.2 2.8.0 7.3.2 6 9.0 971 1.14 0- Scale = 1:81.0 5.00 12 5x8 — Sx6 = 5 6 0 Ig 1 5x8 STP = 18 17 10 " 15 14 " 12 11 1.5x8 STP = 3x8 = 2x4 11 30 = 4x6 = 3X4 = 3x8 = 06 = 30 = 20 II 3X8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. DEFL. TC 0.91 Ven(LL) BC 0.94 Ven(CT) WB 0.58 Horz(CT) Matrix -SH in (loc) Udefl Ud PLATES GRIP 0.31 15-17 >999 240 MT20 244/190 0.59 15.17 >899 180 0.21 9 n/a rl/a Weight: 252 Ib FT = 20°0 LUMBER- BRACING - a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15.5-14.7-14 REACTIONS. (lb/size) 2=1700/0-8-0,9=1700/0-8-0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (hb) - 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=-1486/2703, 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=-557/528,8-1 1=0/276 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=4.2psl; BCDL=3 Opsl; h=15f1; Cal. ll; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0.0, Extedor(2) 5.0.0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=446, 9=446. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q "RNWG • vedly dwip, pammim and READ N07Es ON THIS AND INCLUDED MREK REFERANCE PAGE UP -7473 rev. 1661/1015 BEFORE USE Design valid lot use only with Klek® connectors. inls design Is based only upon paiametets shown, and Is for an indly clad building component, not a truss system. Before uso. the building designer must verity the arxlllcabllty of design parameters and populy I ncogwroto this design Into the ovew9 indicated Is to buckling IndNklrKl truss web and/oi chord members only. Additional tornporary a<nd permanent biacklg MiTekbu0dingdesign. Bracing prevent of Is always nociuked lot stability and to prevent collgzo vAm possible lx-4sonal Inky and popery damage. For general guidance regarding the klulcallon, storage, delivery, erection and bracing of musses and Iniss systems seeANSI/IPI I Quality Crberlo, DSB49 and SCSI Building Component 6904 Parke East Blvd Safely Information avaeable from Inas Hale Institute, 218 N. Lee Street, SUIe 312, Alexandda. VA 22314. Tampa. FL 33610 A09 Common 7 1 713026350 33566 5.00 rl2 3.130 S b I D:4xiZSyOSpnperCOHM L F --1H Industries. Scale = 1:75.0 2x4 II 44 = 3x8 = 3x4 = 20 11 30 = 4x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.32 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.51 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 We We BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1.4,8-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.9.13 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 6-15,7-15,9-13,5-15,3.17 14-16.2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3.5=-2815/2123, 5.6. 2170/1814, 6-7=-2170/1814, 7-9=-2815/2123, 9-10=-3530/2527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17=-1613/2524, 13-15=-1619/2524, 12.13— 2113/3164,10-12=-2113/3164 WEBS 6-15=-943/1286, 7-15=-840/755, 7-13=-202/492, 9-13=-713t634, 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; Vull=140mph (3 -second gust) Vasd=108mph; 7CDL=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 5.0-0, Exlerfor(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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members, with BCDL = 10 Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qi=lb) 2=454, 10=454. Thomas A. Albani PE No.39360 Wait USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNMG - Verity design pwometon rind READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M -7473 wv. I60MI S BEFORE USE Design valkt fa use only with Mitek® conneclors. lhls design 6 based only upon parameters shown, and Is top an Wilvldual building component, nal a buss system. Below pre, the bulking deslgrnoi must verity, the aWIcabllly of dosign paanelors and ppoporly hlcorpoeofo H* doslgn Into the ow"all Is to buckling Irnttivklual truss ax1/a chord members only. Additional temporary and permanent bocing WOWbuildingdesign. Ikachng Indicated prevent of web Is always requbed la slabOly and to prevent colbgsse p4ih possible personal hnlrsy and ppoperty, damage. roe general guidance pegading the kdxication. storage, doilvery, eiechon and bacbng or busses aid truss systems. seeANSI/iPl t Quality C4lerlo, DSB-89 and SCSI Buading Component 6804 Papke East Blvd. Safety Information available hom lnrs Wale Institute, 218 N Lee Street. S lle 312. Nexadirkx VA 72314. Tannpo. FL 33610 Job Truss Truss I W P0208 IA010 I Root Sp ceial I Ory I Ply 1 I wvozva 7130263511 5.00 F,2 8.130S 12.8.0 i1 7.4-8 1 6x0 = 7x10 = 2x4 II 5x8 = 5x8 = 4 1 6x8 = 1 Scale = 1:78.8 5x6 = lav 19 r' 17 16 " 14 13 5x6 = 06 = 5x9 = 5x8 = 2x4 II 5x8 = 2x4 11 6x8 = 5x8 = LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) -0.52 16-17 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.86 Horz(CT) 0.11 11 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 1.4: 20 SP M 31, 5-7,7-9:2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0,11=1700/0-8-0 Max Harz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11=-515(LC 13) FORCES. (lb) - Max. Comp./Max. 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 PLATES GRIP MT20 244/190 Weight: 284 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 6-5.6 oc bracing. 1 Row at midpi 8.14 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., GCpl=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5-1-14, Exterior(2) 5-1-14 to 12.8.0, Corner(3) 12.8.0 to 39-6-10, Extedor(2) 39-6-10 to 45.8.0 zone; cantilever left and right exposed ; and 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 Ib uplift at joint 2 and 515 Ib uplift at joint 11. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Verily dedpn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE UH -7473 rev. 100=15 BEFORE USE. Desugn valid for use only vAlh Mnek® conneclom ills design Is lxzed only upon parameters slaws. and h for an Individual bids ng component, not a buss system. Belore use. Iho building doslynei must verify the opplkallYly of design parameters anis propeuly bncorponato this ctosion Into the overall Indicated Is to buckling Individual )nus web and/or chord members only. Additional temporary and permanent braCN MOWMid1rVdesign. Bracing prevent of Is always required for slabelty and to proven) collq>se wllh posilAe personal Iniuy and property damage. Fon goneral guidance regarding tis sloKVe. dollveny, erecllon ants bracing of Inures and Inrss systems sooANSI/71l Quality CAterlo, DSB-89 and SCSI Building Component Park* 6904 Park e East Blvd Saley Information avallade from Ir ss Rale Institute, 218 N. lee Street. kite 312. Alexandria, VA 22314. To 33610npo Job Truss Truss Type' City Ply WPO208 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 713026352 WP0208 A011 Roof Special 1 1 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. WEBS 20 SP No.3 Job Reference (optional) tsmaers 1-trstbource, I ampa, ream 1ary, r-fonoa ;rdauo 5.00 12 0. 1,3u Soup lD ZVII MI I eR II'uubll lu*,-'R- IVtl Jan cJ V/.CG. .'LV rO IcrCOHML 1 Og l zP836-VFIAXKDXdAOICiPEdFM W(gboHyE IS660ncasl 5x8 = 3x4 = 3x4 = 5x6 = Sx6 = 4 5 6 20 II 3x6 = 5x8 = Scale a 1:79.4 3x6 = 24 23 22 21 20 19 18 17 16 15 3x8 = 2x4 II 3x4 = 3x6 = Sx8 = 30 = 3x4 = 3x8 = 6x8 = 3x6 = LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Veri(LL) -0.15 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Malrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=70(LC 16) MaxUplift All uplift 100 Ib or less at joints) 18 except 2=-164(LC 12), 20=-485(LC 9), 13=-275(LC 13) Max Grav All reactions 250 Ib or less al jolnt(s) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-878/647,3-4=-3151230,4-5=-37/304,5-6=-64/344,6-7=-53M70, 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=-256/473,11.16=-241/258, 7-19=-774/1192,10.16=-54/267,8-19=-318/278,10.19=-929/667 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.2-3, Extedor(2) 5.2.3 to 11.0.0, Comer(3) 11.0-0 to 14.4-0, Extedor(2) 16-4-0 to 45.8.0 zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst 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 tit 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 01=1b) 2=164,20=485,13=275. Thomas A. Albani PE No.39380 MiTok USA, Inc. FL CoR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWG - Vady deNpn paras wow and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE A07473 rev. Td0YMIS BEFORE USE Design valid for use only with Mllek® connectors lids design Is based only upon Ixacimelers shown. and Is lot an Individual buDdirlg component, not o suss sWlem. Belofe use. the IxllcArvj designer must veilly tho glplkolAlly of design txxaneters and Ixoperty Incorpaale this design Info the overall building design ®acN kxdkated Is to budding of frxflvkkfd truss web and/o1 chord members only. Addllonat lernpowry and permanent Macing MiTek' pfovent Is dwoys negslred for stWOlty and to pfevenl collarxse vAlh posslIle personal hh+y and property damage. Fos general guidance regarciry the 6904 Parke East Blvdfallr1c0110n. slaage, ddNery, esedlom Orxi bachq of Inraes and lams systems. secANSWPI I Ouoilly Cdfenlo, DSa-e9 and SCSI Sulldbv Component Tanga. FL 33610SOtetyIMormatbnOVCIUC"e from lass Ralo I liftile. 218 N. Lee Street, Sure 312. Adoxrndrb. VA 22314. W PO208 I A012 I Roof Special Girder 11 I 1 I 713026353 rrsiSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:16 2018 Page 1 ID:4)oZSyOSpnperCOHML1OglzP836-zSDY9gE000WW IYppo4rmDpLL7eeGravxrEblr9zsY9r 1• SSO 400 12.60 1640 164.0 2SOA 31.32 37.48 37 •01645 448.0 S SS•0 37•o 36o 38.0 2-. 660 632 67-e 84311 5x8 = 5.00 12 20 II 5x8 = 5x6 = 5 6 7 5x8 = 3x6 = 5x8 = Scale = 1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3x6 = 20 II 3x8 = 3x6 = 34 II 4x6 = 20 II KPddB 164-0 S5-0 eoa 12$0 164.07.4 21.7.2 2500 262.7 34.313 37.60 40.4.5 u-e•o SSO 37.0 360 I 40 332 332 3.4.14 32.7 61.61 2.65 + 4.3.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (LOCI Met L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.08 17.19 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0 19 17-19 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 13 n/a nta BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.4.14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 Ib or less at jolnt(s) 22 except 2=-243(LC 27), 20=-930(LC 5), 13. 409(LC 9) Max Grav All reactions 250 Ib or less at joints) 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 (Ib) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-632/410,5-6=-6321410.6-7=-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=-362/1009, 25-26=-243V743, 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=-66611852 WEBS 3-26=-380/169, 4.26=-65/274, 6-25=-178/660, 6-23=-553/165, 7-23=-147/573, 7-21=-1002/345, 8-21=-277/1010, 8-20=-2629/931,11-16=-104/372, 8-19=-628/2073, 10-19=-1688f730,10-17=-79/675,11-17=-261/188 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUI1=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 psi bottom chord live toad nonconcurrent with any other live loads. 6) ' 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 fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 22 except 01=1b) 2=243,20=930,13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 109 Ib up at 25-7-4,145 Ib down and 107 Ib up at 27-7-4,145 Ib down and 107 lb up at 29-7-4,145 Ib down and 107 Ib up at 31-7-4,145 Ib down and 107 Ib up at 33-7-4, and 145 Ib down and 107 Ib up at 35.7.4, and 250 Ib down and 202 Ib up at 37-8-0 on top chord, and 82 Ib down at 25-7-4, 81 Ib down at 27.7-4, 81 Ib down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35-7.4, and 262 Ib down and 110 Ib up at 37-8-0 on bottom chord. The designtselection 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 Iront (F) or back (B). Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cett 663 6004 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vorrry deslyn pitmMSrort trod READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU -7473 rev. IMMIS BEFORE USE Design vdid la use only calm MlteWconneclors. ft design Is based ordy upon parameters shown. and a for m hdivldixll Ixrking component, not a truss sWtein. Bet" use. the Irlldng dedgnei must viAfy the arAAlca Nity of daOgn paaneters and popoily IncoiMole It& dealgn Into the overall acing indicated is to buckling tndlvkhxl Inns web and/or Chad members only Ad(Anlonal lernpoiary (nd Penna *nl Iracing MiTekbedngdesign. rrevenl of Is always rogiLed rot sid)OIty and to prevent collgxe wnh possible personcl Injury orx1 Iroporty danago. rot genotd gildatce iogatirlg the 6904 Parke East Blvd. IcAwIcatim storage, delivery. ereellon and txacblp of Inas aril tnrss systems weAN51/IPt I Cuaaly C4tedo, DSB49 and SCSI Building Component Safety 1=1 1"allon avdktble from truss Rale Imnhde. 218 N. lee Sheet. Stille 3)2. Aiexarldrkl, VA 223)4. Tampa. FL 33610 Job Truss Truss Typd Ory Ply WPO208 M iTek' prevent Is always required fa sIdAty and to provont eolloixe vAth possible personal b1Wy and Ixolwrty damage. For general guidance regodng he 6904 Parks East Blvd. fabrk:atbn storage, delivery, erection and brocbng of trusses and Inas systems. seeANSUIPI l Quality Cllfaulo. DSB-09 and BCSI Building Component 713026353 WP0208 A012 Roof Special Girder 1 1 Job Reference (optional) Builders FirSt5ource, Tampa, Plant Guy, FlonGa 33555 a. wu s aep 10 zvt r mr r ex invusures, im. r ue .tan ca vrzz: r o ev i a rays c ID:4xiZSyOSpnperCOHMLI 091 zP836-zSDY9gE90UW W 1Yppo4rmDpLL?eeGravxrEblrOzsYgr LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Verl' 1-4=-54, 4-6=-54, 6-7=-54, 7.11_54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 11=-153(F) 16-262(F) 28=-109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32-105(F) 33=-105(F) 34=-61(F) 35-58(F) 36-58(F) 37-58(F) 38-58(F) 39=-58(F) Q WARNING- VOrr1y dough pwarnotom and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473 rev. IMM2015 BEFORE USE Design valld fa use only vAm MlleM comnoctors. this design Is based only upon parameters shown. and Is for an IndNldral building component. not a truss system. Before use. the building designer roust verity the opplkabOty of design paanetors and properly bncorpaate this design Info the ovoid, btAc*vj design. Dochg Indicated Is to buckling of frdllvkltdA Iruss web and/or chord members only. Addltlon d lemporary and permanent bracing M iTek' prevent Is always required fa sIdAty and to provont eolloixe vAth possible personal b1Wy and Ixolwrty damage. For general guidance regodng he 6904 Parks East Blvd. fabrk:atbn storage, delivery, erection and brocbng of trusses and Inas systems. seeANSUIPI l Quality Cllfaulo. DSB-09 and BCSI Building Component Tempo. FL 33610SafetyInformationavailablefromInasPlateInstilule. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WPO208 DEFL. to (loc) Well Ud PLATES GRIP 713026354 W PO208 A013 Hip Girder 1 1 0.04 11-13 >999 240 MT20 244/190 TCDL 7.0 Job (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTekek Industries• Inc. rue dan 23 07:22n r 2018 rage 1 I D:4xiZSyO5pnperCOHML 1 Og 1 zP836-RemwMOFn9oe NIIO?M nM?IOte 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 I 2-B-5 5.8.0 I 5-8.0 f 2-8.5 I 4-3.11 5x8 = S.nn 11 20 II 5x8 = Scale a 1:44.0 30 = 2x4 11 3x6 = 3x4 = 3x12 MT20HS = 20 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. to (loc) Well Ud PLATES GRIP TCLL 20.0 Safely Information avdtamto from lnss Plate Ins9krle. 218 N. Lee Street, Stile 312, Alextaxlrb. VA 22314. Plate Gnp DOL 1.25 TC 0.40 Vert(LL) 0.04 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.08 11-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=44/0-8-0,2=656/0-8-0,10=1197/0-8-0 Max Harz 2=53(LC 12) Max Uplift 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1109/272, 3-4=-879/256, 4-5=-629/232, 5.6=-629/232, 6.7=-92/492, 7-8=-68/313 BOT CHORD 2-14=-223/966, 13-14=-223/966,11.13=-168/797, 10.11=-475/161,9-10=-271/81, 8.9=-271/81 WEBS 4-13=-38/262, 5.11_ 350/191, 6-11=-351/1203, 6-10=-937/294, 7-10=-308/139 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fh Cat. II; Exp C; Encl., GCp1=018; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 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 100 Ib uplift at joint(s) 8 except Ot=1b) 2=186,10=313. Thomas A. Albani PE No.39300 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Yedry design pwametere and READ NOTES ON THIS AND WCLUDED MrrEK REFERANCE PAGE NO -7473 rev. 10'd34r01S BEFORE USE Design valid lop use only with Mnekb connectors. lhh design Is Iasod only upon parameters shown. and Is lot an hdlvkdu l buldhg component, not a truss system. Below use. the IxAlding doslgnei must verily the opplbabllly of deslpn parameters and properly hcor oiale Wits design Into the ovoiall Is to buckling Individual Inra and/01 chord mernbets only. AdWlbnal lemM ay and petmanenl Mating WOWbtidirtgdesign. Biachg Indicated prevent of web Is always iequLed for stal)ltty and to prevent coilat with poss"o petsond"and txoperty damage. rot general guidance regarding the falxkatbrx storago, dolNory, erection and Ixaalrng of liusses and Inas systems, seeANSI/iPIr Quality Criteria, 039.89 and 9CSI Su" Component 6904 Parke East Blvd. Safely Information avdtamto from lnss Plate Ins9krle. 218 N. Lee Street, Stile 312, Alextaxlrb. VA 22314. Tompo, FL 33610 Job Truss Truss Typei Oty Ply WPO208 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 713026355 WPO208 CJI Jack -Open 10 1 LUMBER - TOP CHORD 2x4 SP No.2 IJob Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 M17ek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1 ID:4xiZSyOSpnperCOHML 1 Og 1 zP836-BZNiSRN3osvysFBwytXL971PO4ZNwlyYNSmNkOzsY9g 1.0.0 1.0.0 1-0.0 i 1-0.0 20 = 1.5x8 STP = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017l1-PI2014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplilt 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.5 DEFL. in (loc) Well Ud PLATES GRIP Verl(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a We Weight: 5 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsi; h=15fl; Cal. If,, Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C -C Corner(3) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 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.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. 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 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. veft doogn pammetem and READ N07ES ON THIS AND INCLUDED UI EK REFERANCE PAGE M*7473 rev. fGWOMIS BEFORE USE. Design valid for use only with MnekO conneclors. lhls design Is based only upon paaneters shown. and Is for an Individual landing component riot a truss system. Bofore use. the building designer must verily Iho (401COIA11Y of design parameters and piopoily Worpoiate this doslgn Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tans web and/or chord members only. Additional temporary aril permanent bracing WOW Is always required la stability and to prevent collapse with possible personal Injury and poperty, damage. for general guidance regarding the fabrication, storage. dolivery, oiecilon and bradng of Inrsses and inns systems. seeANSItIPI I Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avaVdNe from Inns Rale I nsilkde. 218 N. lee Street. Sidle 3)2. Alexaldrkl, VA 22314. Tompo. FL 33610 Job Truss Truss Typd Oty Ply IWPO208 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.08 713026356 WP0208 CJ3 Jack -Open 9 1 I LUMBER - TOP CHORD 20 SP No.2 Job Reference o tional Builders FlrsiSource, Tampa, Plant City, Florida 33566 8.130 s 5ep 15 2017 miTekex industries, me. I ue Jan 23 07:22:28 201 a rage 1 I D:41aZSyOSpnperCOHMLI Og 1 zP836-dmx4gnOhZA t pUOj7Vb2aiLgZ2TuZfCCIc6VwGSzsY9f 1.0 0 3.0.0 1. 0 3.0.0 30 = 1 5x8 STP = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix -P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/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. (Ib) • Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.8 DEFL. in (loc) Well Ud PLATES GRIP Veri(LL) -0.00 24 >999 240 MT20 244/190 Vert(CT) -0.01 2.4 >999 180 Horz(CT) -0.00 3 n1a n/a Weight: 11 Ib F7 = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A Albani PE No.39360 MiTlk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARN6yG • Vadly design paranWors and READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE CAGE )WX7173 ray. 1WOMlS BEFORE USE. Deakin valid for use only with Mnek® connoctors. lnls design 6 basod only upon parameters shown. and Is for an individual "ding component. not a huss system. Before use, the building doslgnen must verily the aWlcoblity of design paaneteis and rxoperty iicorpaato this design into filo ovoialk design Bracing trxlkatod is to buckling Individual mass web orxd/ot chard rnernbers only. Additional lernpaary and pennanent bracing MiTek' buBdbV rxevenl of Is always retained for slabillN and to proven collatze wllh possible personal Injury and property damage. For general guidance iegaadkp the 6904 Parke East Blvd, klxacollm storage, delivery, erection and bracln0 of masses and inapt systems secANSI/IPI I Ouomy Criteria, DSB49 and 5CS1 Building Component Safety Irlormaaon available from inns Plato Institute, 218 N. tee Sheol, Suite 312. Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Typ9 Oty PlyW P0208 MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho 1.Sx815TP= 1.0 s 3.0.0 713026357 WPO208 CJ3A Jack -Open t 1 1.11.11 LOADING (psi) SPACING- 2-0-0 Job Reference (optional) Builders FIr5150urce, Tampa, Plant City Florida 33565 B.13U S Sep 15 ZU17 Mi 1 eK mauSlrteS, InC. I ue Jan Z3 U/:ZZ:Ztl'ZUlld Page 1 ID:4xiZSyO5pnperCOHML t Og 1 zP836-dmx4gnOhZA t pUOj7Vb2aiLgaxTuMiCCic6VwGSzsY91 1.0.5 3.0.0 1.0.5 1.11.11 Scale = 1:10.8 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical 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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511, Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(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 lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL CBR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • godly design paannotors and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE NIP7473 rev. 1003WIS BEFORE USE 3x8 II Deslgn valid la use only with Mllok® connectors. Inls design is based only upon parameters shown. and Is la an VidNkkal building component not o truss system. Belot use, the building designer must vonly, the applkalbllly of design parameters and properly Incoupaole Duk design Into the overall building design. Bracing tntncotod Is to prevont budding of Individual truss web and/or chard members orgy. Addlllor" leinwary and perrnananR Matting MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho 1.Sx815TP= 1.0 s 3.0.0 Safely Information avallarblo hon Inca Plate Inslikde. 218 N. bee Sheel. Stlte 312. Alexandra. VA 22314. Tompo. FL 33610 a 1.0.5 1.11.11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) -0.00 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nta rVa BCDL 10.0 Code FBC2017lrP12014 Matrix -R Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical 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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511, Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(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 lett and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL CBR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • godly design paannotors and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE NIP7473 rev. 1003WIS BEFORE USE Deslgn valid la use only with Mllok® connectors. Inls design is based only upon parameters shown. and Is la an VidNkkal building component not o truss system. Belot use, the building designer must vonly, the applkalbllly of design parameters and properly Incoupaole Duk design Into the overall building design. Bracing tntncotod Is to prevont budding of Individual truss web and/or chard members orgy. Addlllor" leinwary and perrnananR Matting MiTek Is always required lou stability and to prevent colbPse with possible personal eW+y and Ixoparly damage. For general guidance, regarding Rho foLvicallon. shape, delivery, erection and bxachng of tnisses and In= systems, seoANSI/IPI I Quality Cdtodo, DSB•69 and BC31 Building Component 6904 Poke East Blvd. Safely Information avallarblo hon Inca Plate Inslikde. 218 N. bee Sheel. Stlte 312. Alexandra. VA 22314. Tompo. FL 33610 Job Truss Truss Typb Oty, PlyWPO208 in loc) Wall Ud TCLL 20.0 Plate Grip DOL 713026358 WPO208 CJS Jack -Open 9 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) Job Reference (optional) I uunoers l irsibource, l amps, dant Glty. Flonaa 33bou b. i 4u s oep it, zu i r Mt t ex mausines, im. i ue dan za urzz:ze zu i o rage i ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-SyVT160JKU9g5YIJ31apEYNfatBvOeSrgmFUpvzsY9e 1.0 0 5.0.0 _ 1.0.0 540 3x8 = 1.Sx8 STP= LOADING (psi) SPACING- 2-0.0 CSI. OEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 100 Code FBC2017fTP12014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91 (LC 12) Max Uplift 3=-81 (LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale. 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=1511; Cat. II; Exp C; Encl , GCpl=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 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 buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • Verify deOgn puemeren and READ NOTES ON THIS AND INCLUDED I UTEK REFERANCE PAGE M67473 rev. 1410014015 BEFORE USE Design valid Io; use only vAlh Muck® conneclom lnls design is based oily upon poiamelers shown. and Is for an li dlvldtid Wilding component, not a truss syslem. Below use. the btitkflnp designer must verify the applicability of design poiamelers and popeily Incorlwrato this design Into the oveidl tiding design. Bracing indicated Is to prevent ixfckllng of Individual truss web arta/or chord members only. Additional temporary and permanent bracing WOW 15 always recItlied for sklNllry, and to pevenl coligx o Min passible personal hpry and poparty, donage. For general guldcance ieWding the fabrication. storage. delivery, eiectkn and bracing of lnrssesand Miss systems, seeANSI/1Pll Quality CrIleft, DSO -89 and SCSI Building Component 6904 Parke East Blvd SWey, information clvafade from 1rtB Plole frslitr0o, 218 N. Lee Streel. Salle 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply WP0208 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% LUMBER- BRACING - 6804 Parke East Blvd, 713026358 WPO208 CJ5A Jack -Open 1 1 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb(size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Job Reference (optional) Builders 1-irsibource, 1 ampa, mam Lary, monoa c"*bb o. r oV b ovy r o cv , r M , vn ,, - . our . ID:4xiZSyO5pnperCOHML1091zP836-Z83r5SPx5nHXli1VdO52nmwrdHXZ75h?30_1 LLzsY9d 3.0.5 5.0.0 r 3.0.5 1.11-11 ' 5.00 30 = Scale = 1.16.5 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 FBC2017fTP12014 CSI. TC 0.47 BC 0.30 WB 0.00 Matrix -R DEFL. in Vert(LL) 0.04 Ven(CT) -0.05 Horz(CT) -0.03 loc) Vdefl Ud 4-5 >999 240 4.5 >999 180 3 n/a n1a PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% LUMBER- BRACING - 6804 Parke East Blvd, TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb(size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-137/284 NOTES - 1) Wind: ASCE 7-10; VUI11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0.1.12 to 3-0-5, Extedor(2) 3-0-5 to 4.11.4 zone; cantilever tell 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 20.0psf 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. 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 Ib uplift at joint(s) 5, 3. Thomas A. Alban! PE No.39380 MiTsk USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO - Vorlry dosign penmeren and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE ND -7473 rev. its eswis BEFORE USE Design vald for use orgy with Mllek®connoctois. Irgs cleslgn b based orgy upon parameters shown. and Is lop an Individual bulding component. nor a bus system. Bolore use. the building designer must vodN the appllcablity, of design Iwrameters and properly Incoglorolo this design Into tpni overall buildinging design. Brachg Indicated Is to prevent buckting of IrKFWJtxi truss web and/or chord members orgy. Additional lernporary and peimanenl twrcing MOW IS drivoys regrJred for stability and to r sevent colatze with possible personal "and properly damage. ror general guldcnce regarding the ki rlcollon slorage. delivery, eiectbn and bracing of tnrsses and bus systems seeANSIMI l Quality Criteria, DSB-89 and SCSI Building Component 6804 Parke East Blvd, Safety Information CrvdJkUle from lma Rate InsliRrie, 218 N. lee Sneer. Stile 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Typ9 Oty Ply W P0208 M iTek' TC 0.93 TCDL 7.0 Lumber DOL 1.25 kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component 713026360 WP0208 EV JACK -OPEN 30 1 i Job Reference (optional) i Builders FirstSource, Tampa, Plant Cly, Florida 33566 8.130 s Sep 15 2017 MITek Industries. Inc. Tue Jan 23 07:22:30 2018 Page I ID:4xiZSyO5pnperCOHMLI Og1zP836-Z83r5SPx5nHXlitVdO52nmwkYHSw75h?30_1 LLzsY9d 1.0 0 7.0.0 1.00 7.0.0 3x8 = 1.5x8 STP = LOADING (psf) SPACING- 2-0.0 Design valid lot the only W th Malek® connectors. Ills design Is lased only upon parameters shown. and Is lot an trWNkAral building component. not CSI. TCLL 20.0 Plate Grip DOL 1.25 M iTek' TC 0.93 TCDL 7.0 Lumber DOL 1.25 kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matnx-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2— 85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. CompJMax Ten - All forces 250 (lb) or less except when shown. Scale = 1:19.8 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Ven(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n1a Wight: 23 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf, h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(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 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 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(s) 2 except 01=1b) 3=102. Thomas A. Albani PE No.39360 Wilk USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING . Vorfly deefgn pemtteten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev. faOMIS BEFORE USE Design valid lot the only W th Malek® connectors. Ills design Is lased only upon parameters shown. and Is lot an trWNkAral building component. not a liuss syslom. Before use. the IxI&Sng deslgnei must verify the appllca billy of design Ixltaneteis and Ixopedy Incotpoiato this design Into llai overall building design. ®acirig Indicatod K to txickting of IndNklual truss web anal/or chord members only. Additional temporary (nal pennononl Mating M iTek' prevent Is always ioqulred los sWWlly and to Ixevent colla"o wIM possLYe personal hjury and Ixopetty damage. for general guidance regard bV the kllxtcalkxl, storage, delivery. eiecllon and tracing of trusses art Iniss system seeANSI/iPl t Oaailly Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Tampa, FL 33610SafetyinformationavailablefromlnisRateInsORde. 218 N. tee Sfreel. Wle 312. Alexandria, VA 22314. JobI Truss I Truss Type I oty I Ply I W P0208 713026361 WP0208 EJ7B Jack -Open 1 1 ity, Florida 33566 8.130 s Sep 15 2017 MITek Indust ID:4xiZSy05pnperCOHML 1 Og 1 zP836-1 KdDlo 7.0.0 7-0.0 3x6 = 1 5x8 STP= 23 Scale = 1:19.8 NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3 Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-4.0 to 6.4-0, Exterior(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 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) - This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except 01=1b) 2=104. Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cott 6634 6804 Parke East Blvd. Tampa FL 33610 Dote: January 23,2018 Q WARNING - Verrry dedyn peremir1mv and READ NOTES ON TM AND INCLUDED NITEIC REFERANCE PAGE M&7473 rev. 1043M16 BEFORE USE 7.0.0 Plate onsets (x,Y)-- I1:0-0.2.0-0-01 a truss system Before use. the building closigner must verily Into appilcaMity of design paanelens and property Incorporate this design Into Iho overall btAcM g design. 0ochg Indicated Is to prevent buckling of IxfNkkal truss web aryl/a chord members only. Acklllor" lernpoiary and permanent rxuclng MiTek' Is always regrJred lot stability and to pnevenl collarAo with possible personal b*ny and Property damage For general gldance negading the LOADING (psi) SPACING- 2-0.0 6004 Parke East Blvd. Tanga. i. 33610 CSI. DEFL. in loc) Well L/d PLATES GRIP 7CLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 1-3 >481 240 MT20 244/190 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 rda rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 22 Ib FT = 201b LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5.8.6 oc purfins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=244/0.8-0, 2=165/Mechanical, 3=79/Machanical Max Horz 1=111(LC 12) Max Uplilt 1=-53(LC 12), 2. 104(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (Ib) - Max. Comp./Max. 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 Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0-4.0 to 6.4-0, Exterior(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 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) - This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except 01=1b) 2=104. Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cott 6634 6804 Parke East Blvd. Tampa FL 33610 Dote: January 23,2018 Q WARNING - Verrry dedyn peremir1mv and READ NOTES ON TM AND INCLUDED NITEIC REFERANCE PAGE M&7473 rev. 1043M16 BEFORE USE Deskyt valid for use only with Mitek® Connectors. this design Is based only upon paamolers stwwn. and Is for an IndlvkAnal balding componenl, nol a truss system Before use. the building closigner must verily Into appilcaMity of design paanelens and property Incorporate this design Into Iho overall btAcM g design. 0ochg Indicated Is to prevent buckling of IxfNkkal truss web aryl/a chord members only. Acklllor" lernpoiary and permanent rxuclng MiTek' Is always regrJred lot stability and to pnevenl collarAo with possible personal b*ny and Property damage For general gldance negading the labxk;ollm storage. delivery. erecllon aril bating of Inisses arK1 in=systems seeANSPIMI Quality Criteria, DSa-e9 and ICSI Wilding Component 6004 Parke East Blvd. Tanga. i. 33610SafelyInformationavalkrUlefromtrussRaleInslihrle. 718 N lee Street. Stills 312, Aloxardrla, VA 22314. Job Truss Truss Typb City Ply WP0208 DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 713026362 WP0208 H1 Root Special Girder 1 1 Vert(CT) -0.18 12-14 >999 180 BOLL 0.0 Rep Stress Incr NO Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33565 a.13u s yep 1, zul / Nit f eK mausines, Inc. i ue dan z 1 ur:zz:,Iz zu to rage t ID:4xiZSy05pnperCOHML 1 Og 1 zP836-VXAbW 8RBdPXFy01 ukR7W sB?3P56ibrblXIT8PEzsYBb 1 0 0 4.3.11 7 0 0 12.8.0 18.4.0 20.4.0 25.4.0 1 01 4-311 2•&5 58.0 I 58.0 I 2.0 0 I 50.0 4x6 = 77i,,-H 5x6 = Scale a 1 45.0 5.00112 4 16 17 b 18 19 6 4x12 = a,e 20 11 3x8 = 30 = 20 II 6x8 = 20 11 4-3.11 7-0.0 1 12.8-0 1 18-0.0 1a•4 0 2 25.4-0 7.fi-5 &&0 5.4-0 0:4.0 2.0.0 50.0 Fi13>E Plate Offsets (X Y)-- 16:0-3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.97 Vert(LL) -0.08 12.14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.18 12-14 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Weight: 131 ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 20 SP No 3 BOT CHORD WEBS REACTIONS. (IbJslze) 9=-15310-8-0,2=1118/0-8-0,11=2708/0-8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav 9=153(LC 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=-2182!730, 3.4. 2027!706, 4-5=-1869/670, 5.6=-3121919, 6-7=-338/983 BOT CHORD 2-15---682/1938,14-15=-68211938, 12-14=-518/1450,11-12=-518/1450, 10.11=-788/274, 9.10=-785/275 WEBS 4.14=01421, 5-14=-184/491, 5.12=0/501, 5-11=-2653/928, 6-11.815/412, 7-9=-288/867 Structural wood sheathing directly applied or 3.4.6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5.11 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed; and 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 9=273,2=379,11=940 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7-0-0,105 Ib down and 107 lb up at 9.0.12, 105 Ib down and 107 lb up at 11-0-12,105 Ib down and 107 lb up at 12-8-0,105 Ib down and 107 Ib up at 14-3-4, and 105 Ib down and 107 Ib up at 16.3-4, and 200 Ib down and 202 Ib up at 18-4-0 on top chord, and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9.0.12, 81 Ib down at 11.0.12, 81 Ib down at 12-8-0, 81 Ib down at 14-3-4, and 81 Ib down at 16-3-4, and 320 Ib down and 109 Ib up at 18-3-4 on bottom chord. The design/selecllon of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root 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.39380 MiT9k USA, Inc. FL Cort 6631 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VMry dedgn pantmeters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 1867473 rev. 10111MI6 BEFORE USE Design valid lot use only with Mnekb connectors. Itis design Is t awd only upon paaneters shown. and 61or an 1x1NkAgl building component, not a truss system. Belau uso, tho Iw9dIn0 designer must verify the cilxAlcubalty of drsltxn Paiameleis axl prop eriy Incoipoiale this Ueslgn Into Iho overall btic*g deslUn. Brueing IndMaled Is to buckling of 1rx11vk tKi truss web and/a chord members only. AW Clonal temWary and permcmnl bf0cing MOWprevent Is always ioctuted la slabalty and to gevent coll4>so wtlh p ossalle personal IMay and property damage rot general guidance regadlng We 6904 Parke East Blvd. Ic"Icalkxn, storage, dellvery, erocikfn and txaGng of Mmes and tr rn systems seoAN31/1PI I Quality Crilerlo, DS111•69 and 5CSI Building Component Tampa. Fl. 33610SafelyInformationawActolefromlrtissRalefrx9krie. 218 N. lee Street, Su lle 312, AlexarKida. VA 22314. Job Truss Truss Type Oty Ply WP0208 MiTek' blidhlg design. prevent of Is always oequbed for stalA ty and to prevent cobigxse wblh possUe personal Inlay and propene damage. Fa general guidance oegardlng 80 6904 Parke East Blvdfabuk:alkxL storage, delivery. eiectlon and bracing of trusses and Inns systems seeANSI/1)l I Quality CAtarla, DS11-69 and SCSI BuOdhg Component Wally InIMM00011 0WOONe horn lues Rape hulihsle. 218 N. lee Street. atlte 312. Alexandria, VA 22314. 713026362 WP0208 H1 Root Special Girder 1 1 Job Reference (optional) BU1ldefs hlrsl5ource, I ampa, manl lily, 1-10f10a JJbbb 0.1Jv 5 oep 10 Zvi f Ml l ell mUU511195, 1111:. 1 ue 0411 CJ vf:44:04 4v 10 vayv c ID:4xiZSyOSpnperCOHML1Og 1 zP836-VXAbW8RBdPXFy01 ukR7WsB73P561brblXjT8PEzsY9b LOAD CASE(S) Standard Concentrated Loads pb) Vert: 4=-153(F) 6=-153(F) 14-320(F) 12=-58(F) 5=-105(F) 11— 320(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-1 05(F) 20-58(F) 21=-58(F) 22=-58(F) 23=-58(F) Q WARNING - Vailty dedgri panmorsn and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE I11IFT473 rev. MOMIS BEFORE USE Designs vaild la use orgy Win Wlek®conneclom "design Is based only upon paaneters shown, arxy K loo an Indivbdutal MAding component, not a truss system Before use. the building designer must verify the ap pllcabllty of design paanleters and properly Incorporate this design Into the overall Biachg Indicated K to budding Irlulvklual Isuss web and/or chord members only. Additional lemporary and peUrlaront bracing MiTek' blidhlg design. prevent of Is always oequbed for stalA ty and to prevent cobigxse wblh possUe personal Inlay and propene damage. Fa general guidance oegardlng 80 6904 Parke East Blvdfabuk:alkxL storage, delivery. eiectlon and bracing of trusses and Inns systems seeANSI/1)l I Quality CAtarla, DS11-69 and SCSI BuOdhg Component Wally InIMM00011 0WOONe horn lues Rape hulihsle. 218 N. lee Street. atlte 312. Alexandria, VA 22314. Tarlpa. FL 33610 Job Truss TrussTyp2 City Ply WP0208 BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. 713026363 W PO208 HJ7 Diagonal Hip Girder 5 1 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Job Reference (optional)I Builders FirSISOUrC9, Tampa, Plant City, Flonda 33565 8.13v 5 Sep 1b Zu1 i MI I SK m0usrnes. Inc. I ue,Ian za vr:zz:44 zvla rage t ID:4xiZSyCi5pnperCOHML 1 Og 1 zP836-zlkzjURgOilSaAc418elPOYNaUW?KOIRINDhygzsY9a 1.,50 7.0.8 9.10.1 7.0.8 2.9-9 Scale = 1:20.6 2x4 = 2x4 - 2x4 Q LOADING (psi) 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 NO BCDL 10.0 Code FBC20171TPI2014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix -SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 loc) Vdefl Ud 2-7 >999 240 2.7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 Ib FT = 20°f, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplill 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. (Ib) - Max. Comp./Max. 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=-696/272 NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsh, h=1511; Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=1b) 2=145,5=154 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1-4-15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4.2.15, 25 lb down and 38 Ib up at 4.2.15, and 50 Ib down and 87 Ib up at 7-0.14, and 50 Ib down and 87 Ib up at 7.0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib down at 4-2-15,18 Ib down at 4-2.15, and 38 Ib 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, B=22) Thomas A. Aibani PE No.39360 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING . Verlry design par meters and READ NOTES ON THIS AND INCLUDED NI EK REFERANCE PAGE Ma•7477 rev. IOWR015 BEFORE USE Doslgn vdld for use only wmn Mnek0 connectors this design b UOsed only upon paaneters shown, and Is for an indlvldlxil btAding component nor o truss syslem. Before use. the building designer must verity the WX1lkatAlty of design paanelers arK1 property Incortorole this design Into the overall Wilding design. Broca Indic-aled Is to buckting of Individual truss web and/or chord members only. Addition" lernporary and permanent traclw WOWngprevent h always reed for sldsOBy aK1 to prevent col"zo with tossaslo personalhkDy and lAopetty damage Fop general guidance regadbng the 6904 Parke East Blvd. kYndcatk)m storage- delivery, erection and bracbng of Inrsses axt miss systems. seoANSUIPI I Quality Criteria. DSB-a9 and ICSI Building Component Terga, FL 33610SafelyInformationavaltabtofrommussRateInsahrle, 218 N. lee Street. Stlte 312. Alexaxfrla. VA 22314. Job Truss Truss Type Ory Ply WP0208 Udell Ud TCLL 20.0 Plate Grip DOL 1.25 7130263641 W PO208 V3 Valley 1 t l 1.25 BC 0.06 Veri(CT) n1a - IVa Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 &13o s sep 15 zot 7 MI leu Industries, Inc. I ue Jan 23 07.22.34 2u1 a rage t ID:4xiZSyO5pnperCOHML1OglzP836-RvlMwgSS90nyCJBGsr9_xc4chuyE3vha_lyFU6zsY9Z 3.2.8 3.2.8 20 2x4 11 LOADING (psi)SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Veri(LL) rVa n/a 999 TCDL7.0 Lumber DOL 1.25 BC 0.06 Veri(CT) n1a - IVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix -P LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/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. Scale = 1:8.5 PLATES GRIP MT20 244/190 Weight: 10 Ib FT = 20% 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; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Corner(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 1 = 0%, joint 2 = 0%, joint 3 = 0°1, 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.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 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.393E0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING- VmUy deeryn Pererroeren and READ NOTES ON THIS AND INCLUDED KrTEK REFERANCE PAGE NIP -7473 rev. 100310I5 BEFORE USE Deslpgr vdkl for trso only vAth Mllek®connectom IhIs design Is based only upon p iameters shown, and Is loo an bxdv dual txldlng component, not a Trus systom. Belooe use. the Mldng dosligner onust verily Iho arxAlcabllly of design pwrarnelors and property bocogwrate Ods design Into Ila overall design. Bracing Indicated K to budding Individual truss web and/or chard members only Addlkxttf temporary and permanent Mating MiTekbuildingpreventof Is always required for stability and to Ixevenl cdlaixe with possalle personal hkey and rxopeny damage. too general gUdarce iegadbrg the 6904 Pmke Eat Blvd. fabrication, storage, dolivery, erection and MocIrV of tnrsm and truss system; seoANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component Tanya. FL 33610SafetyInformationavailabletramtrussPlatebKntute, 216 N. Lee Street. Spite 312. NexandrIn. VA 22314. Job Truss Truss Type Oly Ply WP0208 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 713026365 W PO208 V5 Valley 1 1 Lumber DOL 1.25 BC 0.23 Verl(CT) n/a n/a 999 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. I ue Jan 23 07:22:34 2018 Page 1 ID:4xiZSyOSpnperCOHML1Og1zP836-RvlMwgSS90riyCJBGsr9_xc4W 5uvd3vha_1 yFU6zsY9Z 5.2.8 S2-8 20 11 20 % 20 II Scale = 1:14,1 LOADING (psi)SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ver1(LL) We n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Verl(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -P Weight: 17 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=159/5-1-14,3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplilt 1=-44(LC 12), 3>57(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-125/261 Structural wood sheathing directly applied or 5.2.8 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=3.0psl; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Corner(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 a1 joint 1 = 00%, joint 2 = 00/6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 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.Opsl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will Int between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING- Veft design Paremsfers and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M0,7473 rev. IMSW IS BEFORE USE. Design vdkl for use only vA1h Mnek0 conneclas. Dib design b IxEed only upon Ixaamoters Sinown. and Is for an hdlvIdual bukling component, not a truss system. Before use, the txAding designer must velfy the applkalAlly of destyn paaneters and properly kncorporute 9nb design Inlo Iho overall btldhg design. Brachy Indicated Is to bucldbvj of Indivkltxi in= web and/or chord members only. Ac"Do al temporary and permanent brachy WOWprevent Is always reciuked for stalAlly and to rxovent collapse wllh powflAe Ixasonal hW and property damage For general gtklance regardng the 6904 Parke East Blvd. falrlcallom storage, delivery, erecllon and bracing of trusses and Innssyslans, seeANSI/TPII Quality Criteria, DSB49 and IICSI Butldlnp Component Tampa. FL 33610SafetyInformationavdktblefromInmPlatohsnttde, 218 N. toe Streel, Stlte 312, Aloxanchim VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-brocN. is always required. See BCSI. Q 1/ l rwide Cl-2 c23 2. Truss bracing must be designed by on engineer. For truss individual lateral braces themselves 1 WEBS0 4 spacing, may require bracing, or alternative Tor I0 Lv m q 0 bracing should be considered. 0 , O U 3. Never exceed the design loading shown and never inadequately braced trusses. y° stock materials on aU 0 0_ 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c a cap cls a BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-'49' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the required direction of slots in JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO joint and embed fully. Knots and wone at joint locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 software Or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 1996 at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant preservative treated or green lumber. The first dimension is the plate 10. Comber is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type. sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or pur ins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 tt. spacing. section 6.3 These truss designs rely on lumber values or less, if no ceding is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior supports) occur. Icons vory but 2012 MiTekO All Rights Reserved approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for Crushing only. lffj 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. o BCSI: Building Component Safety Informatio Mn,!Tek20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metol Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 5 5 44-8-0 L 22-0-0 22-8-0 1 18-0-0 7-4-0 J, 19-4-0 44-8-0 6EARW6 HEIGHT 56HEOULE I I NOTES: L) REFER TO HID 41(RECOMMENOATION5 FOR HAND M IN5IALLATION AND TEMPORARY DRACIN6 ) REFER TO EN6INEEREO DRAWIN65 FOR PERMANENT OWNG REQUIRED 1.) ALL TRU55E5 (U4C W N6 TRU55E5 OWER VALLEY FRAMPI6 MUST DE GOLd'LETELY DECKED OR REFE TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY OMER 4.) ALL TRU%E5 ARE DESMNEO FOR 7 o.c. MAXI" SPACW6. UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEAMN6. UNLESS OTHERWISE NOTED. 6) 5Y42 TRUSSES MUST DE WALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRU% HANUR5 TO DE SIMP50N HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TM%WWGERS TO OE SWPSON TW1422 LKE% OTHERWISE NOTED. 6) DEAMMEADERILINTEL((HDR) TO OE FURM5HE0 DY OMOER SHOP DRAWING APPROVAL 1105 LAYOUT K TIR 50.E 50U10E FOR FADRICATION OF WY%5 AW V0105 ALL PREM05 AMITECRft OR OKI M% LAYOUTS REVIEW AW APPROVAL OF THS LAYOUT LOW DE RECEIVED OEFOIE ANY TRUSSES WRL DE DULT VERIFY ALL COWITION5 TO WARE AGAPK101AfrfiE5lHAi WLL RESULT W EXTRA MOSES TO TOU Tqu+u1 0*01 Wu oK. I Builders FirstSource Orlando PHONE: 407-651.2100 FAX 407.651.7111 Plant City PHONE: 613.759.5951 FAX: 613-752-11532 io"tvER. Ashton Woods l' 1981 Ophelia T L IFFTEfS. WP0208 10/19/17 IMAUIT— Josh alaI CO 14 I 18-0-0 7-4-0 J, 19-4-0 44-8-0 6EARW6 HEIGHT 56HEOULE I I NOTES: L) REFER TO HID 41(RECOMMENOATION5 FOR HAND M IN5IALLATION AND TEMPORARY DRACIN6 ) REFER TO EN6INEEREO DRAWIN65 FOR PERMANENT OWNG REQUIRED 1.) ALL TRU55E5 (U4C W N6 TRU55E5 OWER VALLEY FRAMPI6 MUST DE GOLd'LETELY DECKED OR REFE TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY OMER 4.) ALL TRU%E5 ARE DESMNEO FOR 7 o.c. MAXI" SPACW6. UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEAMN6. UNLESS OTHERWISE NOTED. 6) 5Y42 TRUSSES MUST DE WALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRU% HANUR5 TO DE SIMP50N HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TM%WWGERS TO OE SWPSON TW1422 LKE% OTHERWISE NOTED. 6) DEAMMEADERILINTEL((HDR) TO OE FURM5HE0 DY OMOER SHOP DRAWING APPROVAL 1105 LAYOUT K TIR 50.E 50U10E FOR FADRICATION OF WY%5 AW V0105 ALL PREM05 AMITECRft OR OKI M% LAYOUTS REVIEW AW APPROVAL OF THS LAYOUT LOW DE RECEIVED OEFOIE ANY TRUSSES WRL DE DULT VERIFY ALL COWITION5 TO WARE AGAPK101AfrfiE5lHAi WLL RESULT W EXTRA MOSES TO TOU Tqu+u1 0*01 Wu oK. I Builders FirstSource Orlando PHONE: 407-651.2100 FAX 407.651.7111 Plant City PHONE: 613.759.5951 FAX: 613-752-11532 io"tvER. Ashton Woods l' 1981 Ophelia T L IFFTEfS. WP0208 10/19/17 IMAUIT— Josh Permit # RF('r)Rn rr)py City of Sanford Building and Fire Prevention Produc Project Location Address t Approva$. 'fication SANFORD 10 Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orct. 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 D Permit # RF('r)Rn rr)py City of Sanford Building and Fire Prevention Produc Project Location Address t Approva$. 'fication SANFORD 10 Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orct. 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 Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description_ Florida Approval # Lncludin2 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 Shingle Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin 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 r 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 5 - 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 1/2/2018 1 Business 8 Professional Re ulatilon Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. rida 1 p Product Approval 4'.` JL/ 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 Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https:/Av".floridabuilding.org/pr/pr app_dtl.aspx Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.Ddf 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL * Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.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 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.2.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 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.3.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 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "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 15036.4.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 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "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 15036.5.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 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf pcu rs. a i 15036.6 f. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a11nt 15036.6.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 15036.6 for Design Pressure Ratings, any FL,503 2 AES, Eval 1503 6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. aspx 3 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 (a) 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 FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. 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 additional use limitations, installation instructions and product FLIS036 R2 AE (a) Eval 15036.8.odf 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.Ddf 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 wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: M go 5M F -1--q D Credit Card Safe hftps:/Avww.flondabuilding.org/pr/pr_app_Otl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: I. 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 -15036.6 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 STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) 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 ,tt%%J1t1111811 Signed & Sealed by RW Building Consultants, Inc. (CA #9813) 0 SCHA4 f pis 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 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 jvvR10 sic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT"' nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT) only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 37.5' MAX. OVERALL WIDTH 1 1 [ 2 O O Z z 3 H z O O OLU LUS = 1 W i U- W J U- J J WW o O b P W!vl I SG >= 0.67) EXTERIOR INTERIOR o HORIZONTAL CROSS SECTION j I— 1.49'—1 bo FTOP RAIZ 44 EXTERIOR 4.11 47 FL LATCH STILE INTI 0.1 S' CSINK L (TYP.) 20 s 7 INTERIOR ii. EXTERIOR 4 A 4 A 4 3 3 3 C2O 8 40 7 INTERIOR EXTERIOR 10U l 9 10 3 HORIZONTAL CROSS SECTION 3 Shown w/1 X sub -buck pilyf4aeU EXTERIOR E Q o o o v A a Q a 7 8 INTERIOR OSS SECTION i - inswing D A h z a 19 EXTERIOR Inswing configurofion see general notes, sheet 1 for "HVHT' Water infiltration requirements o A MASONRY OPENING FRAME 2X BUCK UL TYP. HEAD DUi JAMBS MASONRY TYP. HEAD OPENING JAMBS rn Q C14 C; t U ccmv- 1 6aW STRIKE JAMB FRAME ANCHORING HINGE JAMB BUCK ANCHORING Mason 2X buck construction For DP > 48 PSF and or7 DP <= 48 PSF DP <= 75 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN -CLEARANCE:.; . ... . .... ........ ... TO-'MA-*S0NRY:,-'.-*-.. `-.---TO'-ADJA-CENT'.'.`. MENt'.-'T. 4-1 7-77 MASONRY TYP. HEAD OPENING & JAMBS FRAME x C,: C; 2X BUCK -I FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF C14 DUi MASONRY TYP. HEAD OPENING JAMBS rn C14 2X BUCK Of Of t U ccmv- 1 6aW STRIKE JAMB FRAME ANCHORING HINGE JAMB BUCK ANCHORING Mason 2X buck construction For DP > 48 PSF and or7 DP <= 48 PSF DP <= 75 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN -CLEARANCE:.; . ... . .... ........ ... TO-'MA-*S0NRY:,-'.-*-.. `-.---TO'-ADJA-CENT'.'.`. MENt'.-'T. 4-1 7-77 MASONRY TYP. HEAD OPENING & JAMBS FRAME x C,: C; 2X BUCK -I FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF 0 I! TYP. HEAD _ JAMBS j C F TYP. SILL a. . a FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to far joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN.;:CLEARANCE:` :MIN`::CLEARANGE TOTO-ADJACENT" to 7 LON N Eq Ui HINGE JAMB e. . MASONRY TYP. HEAD OPENING & JAMBS FRAME 1 X BUCK aaL - a , FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF WOOD r WOOD WOOD CRETE SCREW . STEEL ONCRETE CONtORMING TO ACI WORMING TO:ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.1 S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE 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' N Co 2.36' —T 8(HEAD d SID E Jamb Li 2.20" I 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' fo 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56" 2.36' 0 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 Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Category Sub Category Manufacturer Product Name ETC Laboratories ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 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 -15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Architectural Testing, Inc. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories 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 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Siqned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by G;: opo Lyndon F. Schmidt, P.E. ooS •• moLyndon 8rSigned Sealed by F. Schmidt, P.E. No x:3409 STATE OF &114o 0 Ft e AIt0Eii < lSO ' e 1161...I c Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 VV<JKQ 3sic-Craft® RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" f 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 Ecco. ' 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 te details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not lents 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 In pressures & general notes Glazing detail DIN WITHOUTSIIRFA::`:;>. BOLTS : :;;:< :::::.::,, : ,;`,< :•-'' :•::>:; B .::TO...S... . POSITIVE:.:"... I ' NEGATI.V. E : •' ; ""'P.OSITIV...E:: 53.13" MAX. OVERALL WIDTH 6? ZZ 3 H z o w 0 x W W W JLL J J Wry O LU0 b a 01 P Lj DIN WITHOUTSIIRFA::`:;>. BOLTS : :;;:< :::::.::,, : ,;`,< :•-'' :•::>:; B .::TO...S... . POSITIVE:.:"... I ' NEGATI.V. E : •' ; ""'P.OSITIV...E:: EXTERIOR 4.11" 42 TOP RAIL LATCH STILE 1. 449." I I . 30" SG >= 0.67) 5' GLASS BITE 23 EXTERIOR G >= 0.42) e frame screws) is INTERIOR SEE NOTE 1 1/2" MIN. GLASS THK. 22 EXTERIOR 25 1/8" TEMPERED GLASS AIR SPACE 1/8" 24 TEMPERED INTERIORGLASS GGLAZING DETAIL 5 insulated glass w/ smc lite frame 1.08" I o s" r_1 ecc G GLAZING DEWL 5 insulated glass w/ pvc lite frame MIN. SSS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR I 14 50 INTERIOR EXTERIOR so C'SINK TYP.) IIONTAL CROSS SECTION ng shown - inswing approved 6 A 6 A 6 NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 8 7 40 SEE NO' i ,5 5 EXTERIOR INTERIOR EXTERIOR 63 19 to Z INTERIOR U -- 60 61 SS SECTION Inswing INTERIOR L zc EL UJ 4 - VERTICAL CROSS SECTION JInswing configuration see general notes, sheet 1 z for "HVHP' Water infiltration I requirements \ m' i W 0 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck INTERIOR 8 w SEE NOTE 1 oV EXTERIOR CAL CROSS SECTION ing shown - inswing pproved EXTERIOR 50 r^, Z C> N o O V A D z i W EXTERIOR SEE NOTE 1 (M J par#1060 A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration o A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY 1ORING 0 o 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. MASONRY OPENING FRAME-/ 2X BUCK- I I I I I SEE DETAIL 1 K L TYP. HEAD JAMBS M TYP. 01 i F TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN:::CLEARANCE;.. ":'M1 .:'CLEARANCE: TO-'MASONRY::.'"::.:..TO.;ADJACENT.::' EDGE:::::::.:.:::: .:::.:::.ANCHOR.:.:'.::`:. C 20 4n M OUTSWING L INSWING M OUTSWIN L INSWING l n 4n LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I n I ro N N HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 0 a MASONRY OPENING FRAME 1 X BUCK SEE DETAIL 2 FRAME ANCHORING j Masonry 1 X buck construction may be adjusted to mointoin the min. C. ON CENTER" must be adjusted to v joints, additional concrete anchors CENTER" dimension ore not exceeded. MIN:: CLEARANCE,' :MIN:; CLEARANCE TO:MA'SONRYc -'--:: :':TO: A'DJACENT.':;: i HINGE JAMB M 10 N to N ED L INSWING M OUTSWING 0 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh to No 2.59" — 1.68" 4) 2.17' 16 OUISWING SIDELITE Spacer 2.14" 1.69" !i to vvvvu L4 1/4 INICM-rxI.3rtkI.CK SIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 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 lbs. 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 8.9'L. X.25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL j l 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to No 2.59" — 1.68" 4) 2.17' 16 OUISWING SIDELITE Spacer 2.14" 1.69" !i to 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 Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) apert SeCi Lyndon F. Schmidt, P.E. 3. Calculations Prepared by oLo`'F • J :.;''1 dOo°Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) nob \;.•` G ' 9j, •., p yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : i 4. Quality Assurance e • •' Certificate of Participation issued by National Accreditation and Management r•. % Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and STi=: f ` 7 i= 4 Lyndon F. Schmidt, P.E. Guide 53. :,4,•,•f t, v000 FL PE No. 43409 h ( { . 1 10/16/2017 Sheet 1 of 1 AlCPI'strt*` M0vv1%v ssic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcr, nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck le details of this drawing require further engineering analysis by a hitect. ' tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not bents 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 erhang to sill is less than 45 degrees. 68.5' MAX. OVERALL WIDTH PS.. •:.,•:::::::.::::; 5 .WING:.:::;;•:::::.:.:•:.=; FRAME`::::.` s WITHOUTSURFACE.:: WRH:SURf 0Z ZZ N IN - z o i 0 _ W u, W 2 ancrr't`ic:::..;::"i i i_'`i:Til'ic:>:.:: cnc r'iiie:•'••:::' •':•i W J ll J J WIx 0 O CO P L-Mj Li c:•:;:•:;';.•>:DESIGN:PRESSURE: PS.. •:.,•:::::::.::::; 5 .WING:.:::;;•:::::.:.:•:.=; FRAME`::::.` s WITHOUTSURFACE.:: WRH:SURf BOL •:• :: •::::..;_DIMENSION:::.::...::..:.:.. ancrr't`ic:::..;::"i i i_'`i:Til'ic:>:.:: cnc r'iiie:•'••:::' •':•i EXILRIOR o 2 42 TOP RAIL 1.49f"F- .,Vt T G >= 0.67) IIMI I01111 LATCH STILE r.."\ HINGE STILE /' 1 BOTTOM RAIL EXTERIOR INTS j 5' GLASS BITE EXTERIOR M44 OB SG >= 0.42) f e frame screws) is 1_t. I r.. ...4 L_ 1/2" MIN. GLASS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS SGLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/W TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI QV,,29 SEE NOTE 1 INTERIOR xff9AQN 0.15" C'SINK TYP•) JZONTAL CROSS SECTION Ning shown - inswing approved 1s, 0.1s' INK C'SINK P.) (TYP.) 8 r INTERIOR 40 1 EXTERIORICA 1Inm SEE NOTE 1 M) (50 12 SEE NOTI C v - 11 p,• . 14 INTERIOR NOTE 1 M ° o v EXTERIOR • ° 50 o• J oD p 20 C A 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 41 XTERIOR JTERIOR (in) Y 1 (12) h L Ure], EXTERIOR INTERIOR INTERIOR WMP ewa waww r4f-' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements d dO ° O O s J, EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck 60 61) INTERIOR s r, Ee D a •• n s e n r4f-' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements d dO ° O O s J, EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck 60 61) INTERIOR s r, SEE NOTE 1 U EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR 50 Tn z 0 - aVF EXTERIOOR, SEE NOTE 1 (M E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e. INTERIOR EXTERIOR 0 SEE NOTE 1 ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. 4AX ON CENTER" must be adjusted to War joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN.-.'.-C.*LEARANC.-t.:.::MIN'CLEARANCE. T0.MAS0NR.Y.'.-*.... ADJACENT.:'.,:. ANCHOR'-':"-" 28 27 ris 01i MASONRY J OPENING FRAME OU -1116p, SEE DETAIL I TYP. HEAD & JAMBS M ) TYP. TYP. SILL SEEEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWIN L INSWING OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 T 1111 to KC; M71 - F C4 N DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 60NI ENIN FRAN 1X 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. N ZfEARANCE.:` WK CLEARANCE- TO;MASONRY:'::::' .`.:TO:ADJACENT c:' :..::..::::.::...::.....:...... ..:..:.:..:...::....:... HINGE JAMB LATCH b DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) F1119GE'DETAIL Attac strike ; as sh. o SEE DETAIL I J TYP. HEAD & TZY JAMBS J TYP. TYP. 4XPI 0- G? U O SUCK SILL NJFTYP. If I 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. N ZfEARANCE.:` WK CLEARANCE- TO;MASONRY:'::::' .`.:TO:ADJACENT c:' :..::..::::.::...::.....:...... ..:..:.:..:...::....:... HINGE JAMB LATCH b DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) F1119GE'DETAIL Attac strike ; as sh. to Ci to 2.1 Z' 16 OUTSWING SIDELIiE Spacer 2.14" 1.69" --I 1 1RE"; I simEm9mmo 5.75' WOOD 25 1 . V. "%,L..% SILICONE CAULK 31 CCL SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 lbs. 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 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X.25- THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i1 66 67 3/16!'X 2-3/4" PFH ITW CONCRETE SCREW 13116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL to Ci to 2.1 Z' 16 OUTSWING SIDELIiE Spacer 2.14" 1.69" --I 1 1RE"; I simEm9mmo 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Proressional 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawinq No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) y titr Fcr.ot$pc Lyndon F. Schmidt, P.E. 4. Quality Assurance fir'.-"'" •1';',q ; : `' Certificate of Participation issued by National Accreditation and ; •, `- 'so Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ••" i•:-: _ rsY : ,Q Lyndon F. Schmidt, P.E. FL PE No. 43409 ee, ^ • ( . ; j <<", :° 10/16/2017 Sheet 1 of 1 VVVKJ ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 74.S' MAX. OVERALL FRAME WIDTH Z Z 3 z 0 W x W Wc = G WW LL 19 JU- J WW 0 0 O o CO a DESIGN:PRESSURE: PS ...........:.. SWING;:::' :' WITH UT.- URFACE':........`:: Wff"UM s;;.:;:;.:;:..::::•. :; BOLTS ::..::;::;::•::: n::.... ::••r w•rr ire:..... wrrr ir••':: •:. •..ter EXTERIOR C44 42 INTERIOR (46 HORIZONTAL CROSS SECTION 29 42 TOP RAIL 1.49" fl- 'W, T AK (SG >= 0.67) IM!,1!,IIIIII1 43 LATCH S11LE T- EXTERIOR INTI K 0.15' INTERIOR EXTERIOR 4 A 4 A 4 3 4 3 INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOR dO •' Q d L O EXTERIOR INTERIOR es MASONRY OPENING 2X BUC At 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. Mf NCLEARANCE.:..`MIN.: CLEARANCE: JO--MASONRY;;.`:::....TO'ADJACENT:;,": EDGE":_....::ANCHOR.::::::::: I/d" V d° iEAD MBS FAIL 971 II I 17ri , I to SEE DETAIL ASTRAGAL SHOWN FOR L REFERENCE ONLY Li 0 F TYP. SILL FRAME ANCHORING sonny buck construction or DP <= 48 PSF MASONR' OPENING FRAME -/ 2X BUCK ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF 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. E.A... M'IN.::C-LEA-RANC-E`MIN Xf RANCE DT:::...:...:..:...:.:.:.::.....MEN EDGE::...; :.::;ANCHOR'::::..: A/C An DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 64 MAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Z N 2 to ori J HINGE JAMB HINGE D1 SEE DETAIL L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY F SEE DETAIL TYP. SILL ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF 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. E.A... M'IN.::C-LEA-RANC-E`MIN Xf RANCE DT:::...:...:..:...:.:.:.::.....MEN EDGE::...; :.::;ANCHOR'::::..: A/C An DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 64 MAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Z N 2 to ori J HINGE JAMB HINGE D1 I -I ell, I I II I I to TYP. HEAD OPENING SEE DETAIL FRAME 11111 1X BUCK, iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY o: i F TAIL TYP ISILL FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN:.:::•:::.•:` : •.......:...:...:..: .:...: •......:.• '..::.........:.,.:............;. TO.MASMENWVTONRY:::.:. TO..ADJACENT::: ANCHOR":'...: 1/4" . I r I r 2) A (67 611 1 1 I zo SEE DETAIL 11111 _ ASTRAGAL SHOWN FOR REFERENCE ONLYLj_ ol O F SEE DETAIL NP• 111 I SILL t t t r t t FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF I U I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB v MASONRY TYP. HEAD OPENING JAMBS FRAME 1X BUCK, 2) A (67 611 1 1 I zo SEE DETAIL 11111 _ ASTRAGAL SHOWN FOR REFERENCE ONLYLj_ ol O F SEE DETAIL NP• 111 I SILL t t t r t t FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF I U I DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 HINGE JAMB 95.25' 8" 18.38" 20.63' 18.5' 14.39' 1H) TYP. 3.25' TYP. SEE NOTE 1 TWOnlAl AT THF MP AWn 1.91" -•- CV 0.13. ASTRAGAL DETAIL TYP.13 lts 0 0 4.5' 3.25' 7' 0.75' rrv u 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 Z ALUM. IEATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES (780)STEEL STEEL STEEL ROFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. 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/d" L. STEEL STEEL 4.00 N rn I Co F--- 2.3N' --I-T SsJambHEAD 6 SI M Li 2.20" 4.63' 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l Er? 33 SELF ADJUSTING SADDLE THREHOLD r 8 L R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificale of Authoriraiion No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) L Lbba Ci,5,te" Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 4 0`, • `; ;; ;t.ol. .Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 0` 0 ':•';. + ! ; s*Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. b Fla 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management e Institute, certifying that Therma Tru Corporation is manufacturing products ' : -O _ : = r ti Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and '. S i ri i `= O r ; FL PE No. 43409 Guide 53. :.r'• 4 n t;,o 10/16/2017 Sheet 1 of 1 govv9%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone' (HVHZ). id spaced as shown on details. Anchor embedment to base material eco. t is required to be protected with an impact resistant covering that 1'C. HVHT'requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck s details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. 3 configurations using sill items #31 & #33 under the active door do not encs for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I in pressures & aeneral notes I 105.5" MAX. OVERALL FRAME WIDTH 1 1, F] 1 6 C2 ZZ Z 1-2 o i = 9 LN - L)IMENSION::: ::::::::::..:.::::::::BOLTS:'•.`;;'..`..:::::`:'•:::s BOLTS r • c :> •::.:e::rnic:...: W W = W U_W JJ WWLU O 0 Q !C i1 2b o°D• a SURE. PS.; :•;:••;:••;:;..:..:;:::. DESIGN:•P.RES - WITHOUTS... •::::...:......:= :: :`'': L)IMENSION::: ::::::::::..:.::::::::BOLTS:'•.`;;'..`..:::::`:'•:::s BOLTS r • c :> •::.:e::rnic:...: nr cirn•ie:•:•:•. ..•i.ii 23 0.67) to I MUK INTERIOR T%o HORIZONTAL CROSS SECTION 42 TOP RAIL LATCH STILE 1.49" 3T 1.49 L Ot ulking mix AnTMAA VAII 42 46 EXTERIOR INTEF d S' GLASS BITE 23 INTERIOR 25 iG >= 0.42) frame screws) -is SEE NOTE 1 24 29 G GLAZING DETAIL 5 insulatedglass w/ smc Pte frame INTERIOR 1/2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR S' GLASS BITE 2622 INTERIOR 25 U 18 G GLAZING DETAIL 5 insulated glass w/ pvc Pte frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.15, CSINK TYP.) INTERIOR 07 m EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 mb ad lical 31 ", INTERIOR EXTERIOR 0.1s, CSINK TYP.) 8 7 40) 10 C 3 4 5 5 5 5 20 14 11 M ) SEE NOTE 1 Q2 10 J r5o INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, CSINK TYP.) 8 7 EXTERIOR 40 Kil INTERIOR 10 ^ ,i 12 Cy MR -1 1 F-1W9ff RIZONTAL CROSS SECTION wing shown - inswing —' approved 5 4 3 6 6 6 mb ad lical 31 ", INTERIOR EXTERIOR 0.1s, CSINK TYP.) 8 7 40) 10 C 3 4 5 5 5 5 20 14 11 M ) SEE NOTE 1 Q2 10 J r5o INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.1s, CSINK TYP.) 8 7 EXTERIOR 40 Kil INTERIOR 10 ^ ,i 12 Cy INTERIOR EXTERIOR of notes, sheet 1 Water infiltration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/iX sub -buck EXTERIOR INTERIOR o D INTERIOR EXTERIOR of notes, sheet 1 Water infiltration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/iX sub -buck EXTERIOR INTERIOR G u os o o• n o o M SEE NOTE 1 U EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Iso approved QTMOB z0: L EXTERIOR; SEE NOTE 1 (—M J INTERIOR A 1 D50 M 19 SEE NOTE 1 INTERIOR EXTERIOR r2-* VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thni sill at 4" in from ea( INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6)Outswing configuration ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. M IN:::CLEARANCE:'.: MIN :.CLEARANCE TO;MASONRY;:::.. TOADJACENT c:-::EDGE.`:::::.-:-: •.;...::::•::ANCHOR:-::::::•: 1/4" 2" 4" 1/4" 1" 4" ASTRAGAL STRIKE JAMB I I I I I I I L MASONR I I zO OPENING 4 TYP. HEAD FRA& JAMBS ih ? 0 2X BI s comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. M IN:::CLEARANCE:'.: MIN :.CLEARANCE TO;MASONRY;:::.. TOADJACENT c:-::EDGE.`:::::.-:-: •.;...::::•::ANCHOR:-::::::•: 1/4" 2" 4" 1/4" 1" 4" ASTRAGAL STRIKE JAMB DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) (65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach ostrogal/surface bolt strike plates to frame as shown (Inswing) 64 LATCH d DEADBOLT DETAIL LO N HINGE JAMB 12 10 HINGE DI I I I I I I I L 1 I I SEE DETAIL still I I zO Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M NP• ONLY O ICK N F NP. SILL SEE DETAIL 1711 it r it r t DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) (65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach ostrogal/surface bolt strike plates to frame as shown (Inswing) 64 LATCH d DEADBOLT DETAIL LO N HINGE JAMB 12 10 HINGE DI FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. JC. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. CLEARANCE:` .:MIN ;CLEARANCE' MA'SONRY:',:.::...T.O.'-ADJACENT.:` HINGE JAMB LATCH d DEADBOLT HINGE DETAIL G 63 67 SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I 17 11 I i i I 1 1 1 FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. JC. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. CLEARANCE:` .:MIN ;CLEARANCE' MA'SONRY:',:.::...T.O.'-ADJACENT.:` HINGE JAMB LATCH d DEADBOLT HINGE DETAIL G 63 67 95.25' l.88" 18.38" 20.63' 18.5' 14.38" 13) TYP. 3.25' TYP. SEE NOTE 1 THROW AT THE TOP AND 1.91" 0.06" 7 04 0.13" ASTRAGAL DETAIL TYP.(13 431 3.25' 7' 0.75' 2.17' o 2.20" — I E I6 O acer F UTSWING SIDELITE 8 BUMP FACE 1rFIRESHOLD LOW Pi 2.59" i; -- 1.68" 2.14" 1,68" 69" Ci -- I f III Ci mmorw i _ 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 ACICONCRETE NFORMING TO ASTM C90 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE 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 1.1 S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE 1 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 80L. 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 /2" PFH SCREW STEEL 0.42 WOOD 65 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.17' o 2.20" — I E I6 O acer F UTSWING SIDELITE 8 BUMP FACE 1rFIRESHOLD LOW Pi 2.59" i; -- 1.68" 2.14" 1,68" 69" Ci -- I f III Ci mmorw i _ 1/2/2018 Busines 8 Professional ' egulataon Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BOS Site Map I Links I Sear b a j i t; Product Approval IUSER: 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 Ext 2560 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 hfps:/Awww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved FL # I Model, Number or Name 15332.1 1 SERIES 420 ALUMINUM SGD 10/10/2017 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 15332.2 1 SERIES 420 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 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 15332.4I SERIES 420 ALUMINUM SGD 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 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 15332.6I 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 15332.7I 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 15332.8 1 SERIES 430/440 ALUMINUM SGD Limits of Use Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00500E.udf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf t b e n it a SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Installation Instructions FLIS332 R4 II 08-00498E.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510805D.odf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 II 08-02249C.Dddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.odf Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 1I 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 I1 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510806D.odf 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.odf SERIES 430/440 ALUMINUM SGD XXX 143x80" NON- REINFORCED Installation Instructions 10 1/5/2018 rr. 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED"ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 t II,'08=00503E.odf Approved for use4 outside HVHZ: Yes Verified By:; Lois Roberto Lomas 62514 Impact Rests ant: No Created Iiy,Independent Third Party: Yes Design' Piessure:;N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332' R4 %tE: 510810D.odf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: 9R® Credit Card Safe https://floridabuilding.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 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 Cd -1.6 WAS USED FOR WO00 ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM. 6063—TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD OWING 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/OVERHANG HEIGHT 10. FOR ANCHORING INTO WO00 FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS CM SHEET NO. DESCRIPTION F.A. 1 NOTES ' Y.YE NTS 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I RLI' I ocssmvlNolN I au I AFPNv m I A I ADDED CHAR15 1 03/05/12 1 RL L 8 REVISED PER NEW TESTNC 1 10/29/13 R.L ' C I ADDED FLANGE MIO nN INSTA L ATK1N5 1 12/06/13 R.L. D W41SED INSTALLATION OETAILS 107/30/15 I R.L. ' E RENSED NSTALLATION'oETAIIS 06/20/17 R.L SIGNED: 0620/2017 MI AND 650DOWS WE5T MARKET SToRSREETLLC GRATZ. PA 17030 S1L1RI. 1.0 v •GEN,p 9s i a x = SERIES 420 SGO 96' X 80' NON—REINFORCED NOTES 5 EX17 $TAT Of O• F OR1O;• ?: oac eo. N1EV 08-0000f498 E7ONA" EDoc102/23/09 OF 10 Luis R. Lomas P.E. No.: 62514 I_ R0BER10LC"0LSP.E. 14M WOODFORO RD LEIIRSVXLE MC 27= FL4344004= .mnus@ammna.mm 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART X13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX } — —( DMAX. C. I 6^MAX 6" MAX I 1 T- 17' MAX O.C. 80 1 - MAX FRAME HEIGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RAnNG 40.OPSF NONE SEECHAR7S 01 AND 02 FOR OTHER UNITS RAnNGS NOTES•. 1. MAXWUMPANEL SLZE:481,'x79• 2 MAXIMUM D.LO.: 44 Wx 745/8' ots mvmw ADDED CHARTS REVISED PER NEW TESTING ADDED FLINGS AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART I1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. I Design pressure chart (est) Frena SNIG Panel and Total Re" vAm (in) HVU 30.0 SILO 1 420 1 48.0 in) 60.00 7200 1 SAW I 9400 Pas I Nog I Pas I Nog I POs I Mop I Poe I Nap 80.0 40.0 1 55.1 1 40.0 1 482 40.0 1 43.4 1 40.0 1'40,0 CHART I2 WHERE WATER 1NFILTRA TJON RESISTANCE IS NOT REOWREO. SEE NOTE 9 SHEET I Design pressure Chad (psfJ Frarte Shgla Pa11161 SW TOW Freme Width (N) Hecht 31X0 1 340 1 420 440 a) 60.00 1 T2oo 84.Oo 9400 PCs Nag PCs MOO Poe Nap Pas Nag SOLO 55.1 55.1 1 482 1 482 1 43.4 1 43.4 1 40.0 1 40.0 CHA4RT 03 Number Of anchar /0"Uons rCOuirod Rai, Singlo Panel end TOtal Farm Width (In) I olght 30 0 3L0 420 440 N) 60.0 720 84.0 940 H65 Jamb H6S Jamb Has Jamb N6S Jomb 80.0 4 5 5 1 5 1 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON—REINFORCED ELEVATION F.A. 08-00498 HARDWARE SCHEDULE SCALE NTS 100c 02/23/09 —2 OF 10 FLAT MOUNTED HANDLE SET (PART 099.04.145) LOCATED 36 314- ON CENTER FROMPANEL BDTTDM L ROSERI'0 LOK4S P.E. METALUGTANDEMROLLERS (PART AFW17.195)ATEACH END OF PANEL OOTTOMRAILSt4W*OODFQtDROLEWfSV4LE.NC2= 43&4e04eas 4iaam.4o.mm CATE APFRDIAE6 03/05/12 R.L. 10/29/13 R.L. 12/06/13 ILL. 07/30/15 R.L. 06/20/17 1 R.L. SIGNED: 06/20/2017 SSG E N8F9JI b STAT E OF Lu)a R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAXr I O.C. MAX C —{ 6• MAX 6' MAX 17* MAX O.C. 60 - MAX FRAME HEIGHT 6- MAX CHART m Number o/ander fou0omropWroO Fraise UVOR"Aw Td41UUNY171h („) o x a CHART m Number o/ander fou0omropWroO Fraise UVOR"Aw Td41UUNY171h („) 3L6 ao as 03/05/12 7:o 040 016 NRS I Amo N6a I Amo 11 H&S I jamb I H Amo wo 4 1 5 S 1 5 1 6 1 S 1 6 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATTNG SEE CHART #4 FOR NUMBER OF 140.0PSF ,ONE LOCATIONS REQUIRED SEE CHARTS NI AND 42 SHEET 2 FOR OTHER UNITS RATIAfGS NOTE : I. MAXIMUM PANEL S¢E: 48 I/1' x 79' 2. MAXIMUM O.LO.: 44 W x 74 &r F.A. WALE NTS EA I(1) FLAT MOUNTED HANDLE SET (PART 189.04.145) LOCATED 39 39- ON CENTER FROM PANEL Sorrom 7-19S) AT EACH RLv6gN5 MI WINDOWS AND DOORS LLC CCSCFWVM GATE' APPRO40 ADDED CHARTS 03/05/12 ILL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLAHGE AND FlN INSULLATIDN$ 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED. 0&20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 11111rgII,, f:' LD.fj i erEIVyF"P,I; SERIES 420 SGO 96' % 80' FIN NINAREINFORCED: ATIA YP04FFINELEVATIONp 6r:z p' oF• •clOR10P•? sSiONA11E\G`` oac No,REV 08 E o41E 02/23/09 s' T36 OF 10 Luis R. Lomas P. . LROWRIVLows pc. I'M 10000FORD RD LEMSVXLE. AC 270?9 4946 "60 r7loxu bmapd.mm fl No.: 62514 p10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 INTERIOR NOTES. I. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WRH ASTM E2112 1 3/8' MIN. EMBEDMENT i-- 1/2' MIN. EDGE DISTANCE SILL TO BE SET IN 1/2' MIN. A BED OF APPROVED EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS I R.L. 1/4' MAX. R.L. SHIM X10 W000 SPACE SCREW p10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 INTERIOR NOTES. I. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WRH ASTM E2112 1 3/8' MIN. EMBEDMENT i-- 1/2' MIN. EDGE DISTANCE SILL TO BE SET IN A BED OF APPROVED SEALANT 10 WOOD APPWww SCREW R.L. WOOD FRAMING R.L. OR 2X BUCK R.L. J. BY OTHERS E I REASED INSTALLATION DETAILS 06/20/17 1 3/8' MIN. E EMBEDMENT 9NTS ° 02/23/09 4 OF 10 ILR09ERT0L0ALA.SP.E. 142 W000FORD RD LEWS VILLE, NG JO?7 1/2' MIN, FL No.: 62514 EDGE DISTANCE w 1/4' MAX. SHIM SPACE INTERIOR Ill.— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8uCK INSTALLAT1oN SIGNED: 06!20/2017 MI WINDOWS AND DOORS LLC REVISIONS 5 R' L0;j/iv *\G I- o15aIPIloN DATE APPWww A ADDED CHARTS 03/05/12 R.L. L REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E I REASED INSTALLATION DETAILS 06/20/17 R.L ' 1/4' MAX. SHIM SPACE INTERIOR Ill.— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8uCK INSTALLAT1oN SIGNED: 06!20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 5 R' L0;j/iv *\G I- IT• e SSERIES420SGD 96' X 80' NON -REINFORCES FRAME INSTALLATION DETAILS TAT OF a' 40R10;•? oA„AN DING No atv F.A.08-0 0 498 E is0/0. 1111 111 Luis R. Lomas P.E. 9NTS ° 02/23/09 4 OF 10 ILR09ERT0L0ALA.SP.E. 142 W000FORD RD LEWS VILLE, NG JO?7 4394 4 M --moku m o com FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EOCE DISTANCE 1/4. MAX. Li A. F SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ALL 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 FINISHES BY OTHERS NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALAMT BY OTHERS TO BE DESIGNED IN ACCORDANCE KIMASTM E2112 T- 1/2- MIN. EDGE DISTANCE 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED FRAME INSTALLATION DETAILS O AMHt owc N0. F. 08-00498 sruc NTS 02/23/09 9-5 OF 10 L A086RM LOVAS P.E. tat? W000AOR0 RP LEWISMI.E. AC Z= 434406 " f*M"v bmei wM SIGNED: 06/20/2017 VGENy.'9 iL 0 5 •1t= TATE OF • a— i.4'..0 sS10NA"E C5``: Luis R. Lamas P.E. FL No.: 62514 oLscmlHON wre APPRovw ADDED CHARTS 03/05/12 RL REVISED PER NEW TES11No 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION oErALLS 07/30/15 R.L. REVISED WSTALL00N OETA¢S 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED FRAME INSTALLATION DETAILS O AMHt owc N0. F. 08-00498 sruc NTS 02/23/09 9-5 OF 10 L A086RM LOVAS P.E. tat? W000AOR0 RP LEWISMI.E. AC Z= 434406 " f*M"v bmei wM SIGNED: 06/20/2017 VGENy.'9 iL 0 5 •1t= TATE OF • a— i.4'..0 sS10NA"E C5``: Luis R. Lamas P.E. FL No.: 62514 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETElAt4S NRYINSTALL.AnoN SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE DATE If ADDED CNARIS a a 1 1/4' MIN. RL EMBEDMENT CONCRETE/ R.L. MASONRY BY OTHERS 1/4' MAX. R.L. SHIM SPACE OPTIONAL 1X BUCK I TO BE 06/20/17 PROPERLY DESIGNED ACCORDANCE WITH ASTM E2/ 12 SECURED MIN. SEE NOTE 3 SHEET 1 EXTERIOR CONCRETE/MASONRY 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETElAt4S NRYINSTALL.AnoN SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 DLSdOP110R DATE APPROVED ADDED CNARIS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTAUATION DETAILS 06/20/17 RL SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 SPCESHM MIN' INTERIOREDGE DISTANCE EMBEDMENT 1. WTERIORAND EXTERIOR RNISHEa BY OTHERS; NOT SHOWN FOR CLAR/11: MIN SEPARATION DESIGNED ACCORDANCE WITH ASTM E2/ 12 MIN. 3/16' TAPCON EXTERIOR CONCRETE/MASONRY EDGE DISTANCE BY OTHERS OPTIONAL 1 X ' BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CONCRETFJMASONRYINSTALLATION SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 SECURED T SEE NOTE 3 SHEET 1 a 1 1/4' MIN. NOTES: EMBEDMENT 1. WTERIORAND EXTERIOR RNISHEa BY OTHERS; NOT SHOWN FOR CLAR/11: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ACCORDANCE WITH ASTM E2/ 12 MIN. MI WINDOWS AND DOORS LLCEDGEDISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80` NON—REINFORCED FRAME INSTALLATION DETAILS 11RAWM: 011c na F.A. 08-00498 Sc" NTSI o'm 02/23/09 —6 OF 10 L ROBERTO LOMAS P.E. 1 kV w000FORD RD LEW SVUE. NG Z7m 43&6e6o60 bnusB Imkvjwmn SIGNED: 06/202017 0 E NSF •9s. 0 6 ••*= OF • o _ V Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 FRAMING R 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT I SHIM SPACE 110 WOOD SCREW EXTERIOR 11 11 11 It INTERIOR VERTICAL CROSS SECTION WOOD FAA UNG OR 2K 8UCKWSTALLATADN NOTES: I.W7ERIORAND EXTERIOR FINISHES BYOTHEn Nor SN01NN FOR CLARITY. 2. PEAfMETER AND JOINT SEALANT BY OTHERS TO BE OESCNED IN ACCORDANCE WITH AS7M 62112 IE SET IN APPROVED SEALANT MIN. RENT MIN. tour. UISTANCE 1 3/8" MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE R.r15043 OESOWIgH DATE APPRM ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FW INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INS TAU ATIOW SIGNED: 06!'20/7017 MI WINDOWS AND DOORS LLC 0%k%11II//. to/, 650 WEST MARKET STREET GRATZ. PA 17030 J a: REIV- 41 ?"moiy L 4TATSERIES420SGD 96" X 80" NON—REINFORCED c+cBr' FLANGE INSTALLATION DETAILS OF Furor OWG N0 08-00498 1111111L11 L Luis R. Lomas P.E. FL No.: 62514 VALE NTS — 02/23/09 —7 OF 10 L ROSEAM LOVAS AE 14W WOODFOAORDLEwrswuENoVOW 47+6854M eNaffmakiwFL" .a>rn 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. SYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTM E2112 1/2' MIN. EDGE DISTANCE X110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4 MAX. SHIM SPACE Lev I 0cscw T4" MTE VPRO.W A JADDEO CHARTS 03/05/12 R.L 0 REVISED PER ESTINEWTNG 10/29/13 RL C ADDED FLANGE AND nN INSTAUATIONS 12/06/13 R.L D REVISED INSTALLATION OETAILS 07/30/15 R.L E REVISED INVAUATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS F«4 108-00498 scuc NTS ° 02/23/09 —8 OF 10 L ROBERTO LOWLS P.E. 1R2W000F0ROR0LEW9SVUE, NC27027 4344994M 'A nY9®6bmawr.mm SIGNED: 06,120/2017 S IR to pENSF9J+ 0 S•*= E OF • cA•_ :c OR10 : INII I ln•' Lu13 R. Lomas P.E. FL No.: 62514 REVMQn 1 1/2' MIN 1' MIN. 00 oae"o" CATE APPRVVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL 14. ' • ' • : 1 1/4' MIN. EMBEDMENT 0 REVKEp INSTALLATION DETAILS 07/30/15 R.L CONCRETE/ " • L 1 1/4' MIN. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MEMBEDMENTMASONRY1/4' MAX. BY OTHERS SHIM SPACE ovnoNAL 1X BUCK ;' 1/4' MAX. TO BE _ a r SHIM SPACE PROPERLY 1 INTERIORSECUREDMIN. SEE NOTE 3 EOCE SHEET 1 DISTANCE 3/16' TAPCON • tj' EXTERIOR INTERIOR 3 ' MIN SEPARATION ;: a ' • ' 3/16' TAPCON EXTERIOR SILL TO BE SET IN ' A BED OF CONCRETE/MASONRY 3/16' TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETE/LlASONRYINSTALLAnON TO BE PROPERLY MASONRY/SECURED CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES. 1, 2 1. INTERIOR AND EXTERIOR FINISHES. 8YOTNEn NOT SHOWN FOR CLARITY. 1 1/4' MIN. A, DESIGNED DINACCORDANCEERIMETERAND JOINT WITH BSTME2fY OTHERS 12 70SE EMBEOMENT SIGNED: 06/=017 MI WINDOWS AND DOORS LLC 1111t+IIIA,, 650 WEST TZ. MARKETRKE70STREET 5 RElV . PA v, \G S 9iP27/8' MIN 1' MIN. SEPARATION EDGE DISTANCE SERIES 420 SGO *•0,6 VERTICAL CROSS SECTION c4vfr 96' X 80• NON—REINFORCED EFLANGEINSTALLATIONDETAILSF O•• TAT OCONCRETEIMASOIVRYINSTALLATION ORAwIt owc ra. RLv i'".S'< ORI01; G`: F.A. oaE 08-00498 E WALE NTS 02/23/09 9 OF 10 LROBEATOLOMASRE Luta R. Lomas P.E. I -kV KWOFDAO RD LEM7SVLLE. AIC 274M FL No.: 6251443"8&0" Awnwoka usyr mm 1 4 MAX W00BY THERE I SHIM SPACE i8 WOOD I SCREW INTERIOR 1 I N. MIN, EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWOOR2XBUCKWSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4' MIN. TRIM EMBEDMENT WOOD FRAMINGgePROW SCREW BY OTHERS INTERIOR 1/4' MAX, HOOK STRIP 7/16" MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. LEDGE DISTANCE L REASONS OISCRPIION WTE APPROVED ADDED CKARM 03/05/12 R.L. REVISED PER NEV TESTING 10/29/13 R.L. ADOED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OEWLS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 1 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---- SCREW_ F SHIM SPACE 010S LF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS I-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E27 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 110 WOOD SCREWIW EXTERIOR__wj INTERLOCK HOOK STRIP INSTALLATION 2K BUCK/WOOO FRAMING 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRYiCONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED FIN AND HOOK INSTALLATION DETAILS oRAr1c ore Na F,A 08-00498 WALE NTS 02/23/09 —10 OF 10 L ROaERrO LOKA9 AE. 1472 WOODFORD ROLEwISvx E. NC.,7 471.6A"m AwQ5vftwwqN,,wM R SIGNED: 0420/2017 v P , TAT SE OF ; Q,1 iO tSjs ONA, t v``'• 11 Luis R. Lomas P.L. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 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 RCSPONS181UTY 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. S. FRAME MATERIA: EXTRUDED ALUMINUM 6063—T5. 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 REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOVIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE A10 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 DERAILS. 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 GRAVITY OF 0-0.42 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 IBCA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0. XX. XP. PX, XIP. PIX TABLE OF CONTENTS HEFT NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS ncvaows DcwFwIOm aTE Arasww ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL REVISED INSTALLATION DETAILS 06/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. MPAK17030REET tIt111r/AA/ v F• o rtSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" NOTESE Of i't• A.OR10v-.1oawwarc "° a„ V.L 08-02249 C rS SCAM a"ENTS 10/30/13 1 OF 10 lull R. Lomas P.E. LRWRT0LC"4SP.E 1432 WOODFORD RD LEKlSVAJA NCZR79 4X40460 4bmwv#b=zmc2m Fl- No.: 6251a 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 63 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX 17- MAX O.C. 6- MAX 6• MAX 17 MAX O.C. 96 T MAX FRAME HEIGHT 6• MAX / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEECNARTS Of AND 42 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE., 48 fir x 95• 2. MAXIMUM O.L.O.: 44 &Vx 90 See• HANDLE SET (99-04-145) AT 36 314' ON CENTER FROM EM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOT REW FORCEMENT (666) AT ALL PANEL INTERLOCKS CHART 4f WHERE WATER INRLTMTION RESISTANCE IS R60UIRED eCe unx a Curr. . vwv ocsOwntlh DATE APPROVED A ADDED FLANGE AND FW INSTALLATION 12/10/13 RL 6 REVISED INSTALLATION DETAILS 0B/OS/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL Design Pressure c11arT (psf) R0110 WOO Rnsl Ono Tolal RwM wigh (h) H» J0.0 36.0 420 460 ti) 60.00 7200 K00 66.00 POs Neff Pas Np POs Hp Pos Np 64.6 40.0 56.4 40.0 5o.9 40.0 45.7 40.0 42.0 660 40.0 552 40.0 40.0 400 43.0 39.4 39.4 920 0 52A 40.0 45A 40.0 40.6 37.1 37.1 96.0 40.0 49A 40.0 43.1 36 4 36.4 35 0 35.0 CHART 62 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I r"Aar n Design Pr SWM Chart (psi) SNOB Pim ana Tom Frena wRi (in) HOM J0.0 1 360 420 46.0 ti) 60.00 7200 Poll I Nap POs Hap K00 9600 POs Nov Pas Np KO 66A 50.4 90.9 50,9 45,7 45.7 t2.0 420 660 592 552 46.0 40.0 43.0 43.0 39.4 39.4 020 62.1 524 40.4 49.4 40.5 40.6 37.1 37.1 040 49.8 49.6 43.1 431 36.4 36.4 35A 350 r"Aar n MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L. 108-02249 Maas NTS a"' 10/30/13' ISMW2 OF 10 L R08FAT0 LOSIAS P.E. 143: It•OOOAORO RO 40MVILLE, NC 27021 47+tfso009 r0an abm4roa.co» SIGNEO: 06/21/2017 011%I1111/1"zR ! IL o, ?, r,•GENs 94, AiE OF -tat Luis R. Lomas P.E. FL No.: 62514 Number of anchor loee0onsraOulred Raw ro Sias Fww W4 Total A -d= vfth IV) J40 J601 420 460 b) 60.0 720I KO N65 I Jamb I H4S Jamb NAS Jamb 940 NILS Jamb KO 4 6 9 8 6 6 8 6 660 4 8 S 6 8 6 8 6 020 4 8 5 6 6 6 6 6 040 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L. 108-02249 Maas NTS a"' 10/30/13' ISMW2 OF 10 L R08FAT0 LOSIAS P.E. 143: It•OOOAORO RO 40MVILLE, NC 27021 47+tfso009 r0an abm4roa.co» SIGNEO: 06/21/2017 011%I1111/1"zR ! IL o, ?, r,•GENs 94, AiE OF -tat Luis R. Lomas P.E. FL No.: 62514 MOUNTED A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX --} 17D.C. 6- MAX 6' MAX Number o/onehor locadonsrooulrod 17" MAX O.C. 6" T— AX k(E GHT 6- MAX SbVW Panol and Tocol Ut Wkkh (N) I SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) S LLCHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS OESICNPRESSURE RATING IMPACTRATING REQUIRED 135.0PSF I NONE SEE CHARTS 01 AND 82 SHEET 2 FOR OTHER UNITS RATINGS NAROWARESCHEOULE T(99-04-145) AT 38 314* ON CENTER S (99-17-195) AT EACH ENO OF PANE eMEP1T AT ALL PANEL I4TERLO acv I OcscroalnM MAZE vvaoaEo A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.l_ B REVISED INSTALLATION DETAILS 06/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SUE: 48 1/1•x95• 2 MAXlMUMO.L.O.:44Srx9O&r CHART /4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96' FIN ELEVATION 1 08-02249 NTS — 10/30/13 SiZF3 OF 10 L ROBERTO LOWS P.E. 1472 WOOORMW RO LE WISV4LE. NO 27o7J 4X4864M rmxnaav&ftl%np ma SIGNED: 0621/2017 11RII ftlo TAiOO'i' 10. Lufs R. Lomas P.E. FL No.: •62514 Number o/onehor locadonsrooulrod SbVW Panol and Tocol Ut Wkkh (N) 30.0 Sao 420 440 60.0 720 64o SaoM&S J8mO NSS Jamb H&S Jamb NaS Jambg46566• 6 6 6 4 65 6 6 6 6 646566666 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96' FIN ELEVATION 1 08-02249 NTS — 10/30/13 SiZF3 OF 10 L ROBERTO LOWS P.E. 1472 WOOORMW RO LE WISV4LE. NO 27o7J 4X4864M rmxnaav&ftl%np ma SIGNED: 0621/2017 11RII ftlo TAiOO'i' 10. Lufs R. Lomas P.E. FL No.: •62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING FR W INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERa NOT SHOWN FOR CLARRY. 2. PERIMETER ANO JOINT'SEALANT SYOT)JERS TO SE DESIGNED W ACCOROM/OE WTW ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN, cvvc VgUNCE RL"Noms oeso nlloN WE I -Ppmvw ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L RVASEO INS AUATKIN DETAILS 08/03/15 1 opt,L REVISED INSTALLATION OETAI S 06/21/17 IR.L 1 3/8" MIN. 1/4' MAX, EMBEDMENT SHIM SPACE T" INTERIOR 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW EXTE WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X 8UCK INSTALLA r*N 1/2' MIN. MI WINDOWS AND DOORS LLC EDGE DISTANCE WOOD FRAMING 71 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS f 9TA X 96" FRAME INSTALLATION DETAILS 1/4 - MAX. o4rit V.L SHIM 10 WOOD SPACE SCREW 08-02249 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING FR W INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERa NOT SHOWN FOR CLARRY. 2. PERIMETER ANO JOINT'SEALANT SYOT)JERS TO SE DESIGNED W ACCOROM/OE WTW ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN, cvvc VgUNCE RL"Noms oeso nlloN WE I -Ppmvw ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L RVASEO INS AUATKIN DETAILS 08/03/15 1 opt,L REVISED INSTALLATION OETAI S 06/21/17 IR.L 1 3/8" MIN. 1/4' MAX, EMBEDMENT SHIM SPACE T" INTERIOR 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW EXTE WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X 8UCK INSTALLA r*N SIGNED: OW112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 S R' LY/i v .*\QENS" O' 9 i- SERIES 420 SGD REINFORCED WITHOUT ADAPTER0lk• PS 1/F 9TA X 96" FRAME INSTALLATION DETAILS TATE, Of o4rit V.L orc ao. acv ip"ZoRIO• 08-02249 CSS G sCuc NTS o"h 10/30/13 SNOX4 OF// ONA` 1Ess L AMRTO LOLK4 P.E. 14M W000FORD RD (EWIS YULE, No 27021 Luis R. Lomas P.E. 43&6004W Aa„a a,,,,,mn, FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FlN1SNES, BY OTHERS, Nor SHOWN FOR CLARRY. 2. PERIMETER AND JOIVT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE KIM ASTM 62112 SILL TO BE SET IN A BED OF APPROVED SEALANT r1/4 MAX. SHIM SPACE 1/2• MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OCSORPOG" OAtE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L RMED INSTALLATION DETAILS 08/03/15 R.L REWSED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: 06/21/2017 MI WINDOWS LRS LC 11L1//% i650WESTMARKET OO TSTREET GRATZ. PA 17030 51R 0 J•,... 4f v, •\CAENy 9 i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1k• * 9 L 96" FRAME INSTALLATION DETAILS xZ,pTAT OF sv oRAwft V.L i SS • 08-02249 C', NTS ft10/30/13 T5 OF NA L IROBERTOLOWASPP. Lids14RxA0CAMO, AD LERnSVRtE ACZ702143"904M R. Lomas P.E. s„mmFL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN SEPARATION EXTERIOR 1" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4- MAX• SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a 1 1/4" MIN. e • ..' EMBEDMENT 2 7/8- MIN 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEO ASONRY INSTALLATION MOONS OCZAPT" are APPROvm ADOEO FLANGE ANo RN OISTALLATION 12/10/13 RL REHSEO INSTALLA71001 OEWLS 08/03/16 R.L REVISED INSTALLATION OETAILS 06/21/17 R.1 - 1 L 1 1/4- MIN. EMBEDMENT 1" v ' 1/4, MAX. SHIM SPACE MIN. EDGE DISTANCE MIN SEPARATION 1NTERIOR 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK COVCRETEINASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND J0/JVT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM U712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT 'ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRUM on p, R V•L 1 08-02249 SCALE NTS °`TE 10/30/13 "W6 OF 10 L R06ERNV Law P.E. 14= w0WF0RO RO LEWNSVRLE• NC 27= 41ade1b0609 +®abruspr.aRn SIGNED: 0821/2017 TA OF 8` u s701NAt"` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS g10 WOOD SCREW DD FRAMING R 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4' MAX, SHIM SPACE 10 WOOD SCREWS INTERIOR TO BE SET IN D OF DVED SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. t"TENORANDSMERIORFIN&iM BYOTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W/TW ASTM E2112 MIN. VENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE OISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE rtENSIM i OESCRFnO+ ah Appwv a A ADDED FLANGE AND FIN INSTALLA110H 12/10/13 R.L. 8 REVISED INsTAu nom DETAILS 08/03/15 R,L. C REVISED INSmvroN oETAILs 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06!21/2017 MI WINDOWS AND DOORS LLC 111111r/II 650 WEST MARKET STREET 5 GRATZ. PA 17030 R• LO Yii• pfilus•9 iSERIES420SGOREINFORCEDWITHOUTADAPTERa5 Ari: 96" X 96' FLANGE INSTALLATION DETAILS k a; 00•• TAT Of , oalrlr V,L i'Pct`•;<OR101;• '' scuc 0170 08-02249 C SS e1G N NTS 10/30/13 9T7 OF 10/NA11 LR08EATOLOWSP,E. 4.V V0000FOW RD LEW*V#AE RC211aL7 Luis R. Lomas P.E. 434-saaocOs dwmapkimnw,o,,,, FL No.: 62514 1/2" MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE x,#10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL 2R SEC TION METAL STRUCTURE INSTALLATION NOTES. I. WTERIOR AND EXTERIOR FINISHES, 8YOTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2' MIN. EDGE DISTANL 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 00DIS0015 lwV DOW4MM WE Appwv y A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L B REVISED INVALIATION DETAILS 08/03/15 RA- C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 06/ W017 60°WS 4R°°ELLC9WESSTETT GRATZ. PA 17030 IRIIL,MI S0N/ E N •y is-s SERIES 420 SGO REINFORCED WITHOUT ADAPTER F S FLANGE INSTALLATION DETAILS aura V.L. orrc "° 08-02249 C i'o`.<CRIO:• S'S scwtE NTS fE 10/30/13 T8 OF 1011 0 I111111 E0 L R08ERTOLOWASP.E. 14s W000FOR0 RO LEMSVXAE AIC 2710 Lulls R. Lomas P.E. 43"S"09 Aw=vv&wut ,=, FL No.: 62514 1 I'/2' MIN. 1' MIN. RLMOM SEPARATION EDGE D18TANCE Rlv parpplgN DATE APPROM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. a.. '• B REVISED INSTALLATION OETAPS 08/03/15 R.L. MIN. C REVLSED INSTALLATION OETNI.S 06/21/17 R.L. 1 1/4' CONCRETE/ " ' °' EMBEDMENT MASONRY • • °' 1 1/4' MIN. BY OTHERS 1/4' MAX. EMBEDMENT OPTIONAL_r SHIM SPACE 1X BUCK TO BE 1/4_ MAX. PROPERLY 1' ;, • SHIM SPACE SECURED . MIN I INTERIORSEENOTE3 EDGESHEET1 DISTANCE o 3/16' TAPCON FE11 a EXTERIOR3- aINTERIORMIN. SEPARATION a SILL TO BE SET IN 'o A BED OF 3/16' TAPCON 3/16' TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRYOTHERS JAMB INSTALLATION DETAILBYOTHERS MASONRY/ CONCRETSWASONAYWSTALLATIONCONCRETEOPTIONAL1XBUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a .• —F NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMB/EOMMENT NOTSHOWNFORCLARITY. a '• , " • . 2 PERIMETER AND JON? SEALANT SYOTHERS TO BEe' , . DESIGNED IN ACCORDANCE LMTHASnwE2112a SIGNED: 0&21/2017 2 7/8' MIN. 1' MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 ;t"• O,lj i PA 17030VERTICALCROSSSECTIONGRATZ. ,•. 0 E NSA 9, CONCRETE%uAs6%wWSTALLATow SERIES 420 SGD REINFORCED WITHOUT ADAPTER _ 4-TA'Trik?r0'F a96' X 96- FLANGE INSTALLATION DETAILS -Oa: oRAwC V.l_ owc 08-02249 Ra '` Si=c 0RI'D G'\Z- satF HTS O° 10/30/13 9 OF 10 C/ IVA11E L fl08EROLEwIASP.E. LUIS R. Lomas P.E. 1x72 M'DOOfORO RO LE1t?SVILLE. NG 27C2t au ON-060 Stan FL No.: 62514 WOOD FRAMING BY OTHERS 1/4' MAX SHIM SPACE 1 1/4' MIN. EMBEDMENT T - APPROVED — SEALANT BEHIND FIN BB WOOD SCREW APPROVED SEALANT BEHIND FIN B8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK/NSTALLATION WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MM, SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEE78 4.9. RN6gttS REV ° DTC APPROVO A ADDED FLANGE AND FW INSUCCATION 12/10/13 R.L 6 REVISED INSUUATION DETAILS 08/03/15 R.L. C REVISED WSTALIATION DETALLS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. 4 TRIM INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE —- BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,CONCRETE 1/2' MIN. METAL STRUCEDGETURE DISTANCE BY OTHERS EDGE DISTANCE TRIM E1 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP 10 SELF DRILLING SCREW SCREWED EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOKSTAIPINSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE yl BUCK4y000 FRAMING SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC Nw%%1Irr/II 650 RSTZ.MP K170 GREET N`;J fENs 9;-%, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 6• o••r*=_ 96" X 96" NAILFIN HOOK INSTALLATION DETAILS=; jo ro rk5 ETAT OFp, TAT OfNOTES: EXTERIORFwISHES BYOTNERSIOTSHNOTSHOWN O , 08-02249 an iss/pMAt MFOFOR ClAR1TY. 2PERIMETER AND JOUYTSEALANTBYOTHSISTOBE C G\\ 7j/ 1111111E NTS 10/30/13 — OF 10OF_SlGNED INACCOROANCE W TFNAS7M E21 l2 CROSERTOLOKiOP.E. 1472 W000FORO RO LEMMLE. rvC 27027 LUIS R. Lomas P.E. 43440060 d"A%vw&n o,.c*M , FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 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 Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAE; EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. 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 a 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 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). 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 IMVMN$ 00cluPIgn 0W1E I APPROVIM A HOED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FIANCE WSTALLATIONS 12/06/13 R.L. 0 ' REVISED INSTALLATION OETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL SIGNED. 06:22/1017 MI WINDOWS AND DOORS LLC 11rrA, 650 WEST MARKET STREET GRATZ. PA 17030 CENtsF 9s o 6 oa*= SERIES 430 SGO 143' x 80' NON REINFORCED o/kENOTESyTAT OF 0RL00; onAxlt orc w. Iav F.A. scAi OS— 02 E j/S111NA `;F` oATcNTS 02/23/09 1 OF 9 LYI3 R. LOToa P.E. FL No,: 62514 L ROBERTO LCMASP.E. 14W POODFORD RD LE1WbVOA& NC2MM 43&665 MW NanaWbnupr.00m 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17'MAX 6. MAX 6- MAX L 17' MAX 80- O.C. MAX RAME EIGHT L 6- MAX I SERIES 430 XIX SGD EXTERIOAVJEW DESIGN PRESSURE RATING WPACTRATING t4O.OPSF NONE SEE CHARTS Of AND R FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 In'r 79' 2. A(AX/A4UA4D.LO.:443f4•r74.%r HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (9944-145) AT 36 3W FRO METALLIC TANDEM ROLLERS (99-17-105) AT EACH ENO BOTTOM LBOTTOM RAILS otscavlarr ADDED CNARIS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED IMALIATION DEWLS REVISED INSTALLAMON DETAILS CHART 01 WHERE WATER INFILTRATION RESISTANCE IS REOWAED SEE NOTE 9 SHEET I Design pressure chart (ps* Frame height30.0 h) Singe Panel and Total Frame Width (h) 6.0 42.01 47.7 90.00 100.00 126.00 14,100 Pas Nog Pos Ne9 Pas Neg Pas I Nag 60.0 40.0 54.9 40.0 1 48.0 40.0 1 432 1 40.0 1 40.0 CHART /2 WHERE WA TEA INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure Chart (ASO Frame Height h) SNgb Panel and Total Frame Wid01(h) . 3ao 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pas Nog Pas Nog POS I Nog I Pas I Nog 80.0 1 549 1 54.91 48.0 1 4&0 1 432 1 432 40.0 40.0 CHART S13 Number of anchor loco (ions required Tcartm Single Panel and Total Frahm Width (h) Height 30.0 36.0 42.0 47.7 h) 90.0 10&0 1260 1430 Has Jamb Has Jamb Has I Jamb HdS Jamb 80.0 6 1 5 7 1 5 1 8 1 5 1 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED ELEVATION F.A. 1 08-00502 srue NTS orVE 02/23/09 1 S'O=2 OF 9 L ROSERTO LOWtS RE 14.22 n1700F(2R0 RO LEV4SVULE. A1C Z7= Q&689409 momaMbntm..m SIGNED: 06 2WO17 Ill II I lP" Luis R. Lomas P.E. FL No.: 62514 APPROVODATE 03/06/12 R.L 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L. 06/22/17 RL SIGNED: 06 2WO17 Ill II I lP" Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR t/2' MIN. I EDGE DISTANCE MIN. EMB MENT 1/4' MAX. SHIM SPACE INTERIOR SILL TO BE SET IN f A BED OF APPROVED 1 SEALANT 1/2' MIN.' EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT I 1/2' MIN. EDGE DISTANCE 110 WOOD 1 3/8' MIN. SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE INTERIOR EXTERIOR n e --IM JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' z 80' NON REINFORCED FRAME INSTALLATION DETAILS MAIM om No F.A. 08-00502 scar NTS 02/23/09 —3 OF 9 L 808ERTO CORKS P.E. 14M w000FOR0 R0 tSMVXLE. NC 27M 4364w p9 Awnaw lomaprmm SIGNED: 06/222017 ft.. I ILIO,/''' pO, S TAT E OF 1 O•'r<OR10P• * js, ONA 11lk\\ G` Luis R. Lomas P.E. FL No.: 62514 aensoNs ap 0tscavllM" DATE AWROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESIINO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS I 06/22/17 JILL INTERIOR EXTERIOR n e --IM JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' z 80' NON REINFORCED FRAME INSTALLATION DETAILS MAIM om No F.A. 08-00502 scar NTS 02/23/09 —3 OF 9 L 808ERTO CORKS P.E. 14M w000FOR0 R0 tSMVXLE. NC 27M 4364w p9 Awnaw lomaprmm SIGNED: 06/222017 ft.. I ILIO,/''' pO, S TAT E OF 1 O•'r<OR10P• * js, ONA 11lk\\ G` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE an r olseawlloll aTE &PPROyEp METAL A VOW CW1RM 03/06/12 R.L. STRUCTURE BY OTHERS 1/4" MAX. B REVISED PER NEW TESTING 10/15/13 R.L SHIM SPACE C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L C SHIM SPACE I 1/2" MIN. it S L SMS OR SELF pRIWNC EDGE DISTANCE Arj INTERIOR ffZ:f=TFlSCREW 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR L TO BE SET IN BED OF APPROVED UJWT 1 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLA770N NOTES. 1. INTERIOR AND EXTERIOR FW/SHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEA44NT BY OTHERS TO BE DESIGNED W ACCORDANCE KIM ASTM E2112 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTA "TION SIGNED: 06x22/2017 MI WINDOWSSTREETLLC WEST RTM KKET650``` r ro/'. GRATZ. PA 17030 O •' G E N • 9 i SERIES 430 SGD *• 143" x 80" NON REINFORCED =- a= FRAME INSTALLATION DETAILS yDa TAT OF CIMM. owc rao. RE saLc NTS °`h 02/23/09 08-00502 42 OF 9 E /'/,SIOIIIIl1?\\`` L ROSERTOLOMIS PE Luis R. Lomas P.E. Iuz WOODFORD RD LEWISVXLE. NC 27M 11 No62514A$&6&%*" /O1m.7d*lxnaw.wM EXTERIOR 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS INTERIOR acres llvn VERTICAL CROSS SECTION CONCRET154t4SONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE :. •'v DISTANCE X114 MIN. SEPARATION a • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE OLv11/2' MIN. 1' MIN. APPMVIOD SEPARATION EDGE DISTANCE 03/06/12 a 1 1/4' MIN. REVISED PER NEW TESTING 10/15/13 EMBEDMENT CONCRETE/ a MASONRY 1 4' MAX. 0 SHIM SPACE E REVISED INSTALLATION OETAILS REVISED INSTALLATION DETAILS BY OTHERS R.L. R.L OPTIONAL 1X BUCK TO BE PROPERLY SECURED 4' MAX• SEE NOTE 3 AW M SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS INTERIOR acres llvn VERTICAL CROSS SECTION CONCRET154t4SONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE :. •'v DISTANCE X114 MIN. SEPARATION a • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE OLv 00CRII'M" pVE APPMVIOD A AOOED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FLANGE INSTALLATIONS 12/06/13 R.L. 1 4' MAX. 0 SHIM SPACE E REVISED INSTALLATION OETAILS REVISED INSTALLATION DETAILS 06/05/15 06/22/17 R.L. R.L INTERIOR M. EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK C0NCPXrSMAS0NRYINSTALLAT101V TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR RNTSHES. BYOTHEAS. NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WITH ASTM 62112 SIGNED: 0612WO17 MI 650OWEST MARKET OWS AND OSTOREETRS LLC Ns` s ft.. to% GRATZ. PA 17030 v •GEN -T -.-Pim SERIES 430 SGO *• 143" x 80' NON REINFORCED o FRAME INSTALLATION DETAILS — pO .4TAT OF , URAMC OwC Ro. RLv i'cFS;0R10r sow NTS o`er 02/23/09 O8ILX52 OF 9 E i,s O111A111\\\ LROBERTOLO SRE. LUIS R. Lomas P.E. 06 Ia017VWOODFaWRDLEW7$VUZ RC 27FL No.: 6251443440609i6Yru*w-= n 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11. 11 INTERIOR CVVC WEAN " VERTICAL CROSS SECTION WOOD FRAMING OR 2X BU/CK INSTAUATNON NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN AS TM E2112 SET IN APPROVED MIN. WENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REV41OW of3CRWi " ADDED CWIRTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OEULLS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTAUATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORCM owc Na F.A. 08-00502 SME NTS I D"" 02/23/09 sNm 6 OF 9 L R08ERTO LCM4$ P.E. I4,2110017FOR0 RD LEWISVXLE. NC?Jo27 Dec APPROVED 03/08/12 R.L 10/75/13 R.L. 12/06/13 R.L. 08/05/15 A.L. 06/22/17 R.L. SIGNED: 0622/2017 1111111/1N o b c5 ••*_ GATE OF Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4' M M 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11. 11 INTERIOR CVVC WEAN " VERTICAL CROSS SECTION WOOD FRAMING OR 2X BU/CK INSTAUATNON NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN AS TM E2112 SET IN APPROVED MIN. WENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REV41OW of3CRWi " ADDED CWIRTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OEULLS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTAUATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORCM owc Na F.A. 08-00502 SME NTS I D"" 02/23/09 sNm 6 OF 9 L R08ERTO LCM4$ P.E. I4,2110017FOR0 RD LEWISVXLE. NC?Jo27 Dec APPROVED 03/08/12 R.L 10/75/13 R.L. 12/06/13 R.L. 08/05/15 A.L. 06/22/17 R.L. SIGNED: 0622/2017 1111111/1N o b c5 ••*_ GATE OF Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE r METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS SELF DRILI Sc METAL STRUCTURE BY OTHERS EXTERIOR t0 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN XO OF APPROVED LI.ANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BYOTHERS T O SE DESIGNED IN ACCORDANCE WTT H ASTM E2112 1/4' MAX. SHIM SPACE MIN. EDGE DISTANCE 1 C 10 SMS OR I SELF DRILLING SCREWS E oaerovllow ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVLSED INSTALLATION DETAILS REVISED INSTALLATION oETAI S INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OINwIa owe - F.A. 08-00502 scut NTS 077E 02/23/09 —7 OF 9 L ROBERTOLOMO PZ KV GATE APPRM 03/06/12 R.L. 70/15/13 R.L. 12/06/13 R.L 08/05/15 R.L. 06/22/17 RA. SIGNED: 06/22/2017 v •*- G' 7A1 OF Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. CONCRETE/SEPARATION MASONRY BY OTHERS 1 • MIN. EDGE DISTANCE EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. ENTEMBEDM 1. MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS y 1 7/MIN. EMBEDMENT 2 7/8' MIN. A 1' MIN. SEPARATION EOCE DISTANCE VERTICAL CROSS SECTION CONCRETE ASONRYIII(STALLATION 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 n • 1 1/4` MIN. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE a EMBEDMENT DATE fPP1A0vm CHARTS 03/06/12 OPTIONAL REVISED PER NEW TESTNC 1X BUCK R.L. ADDED rolcADOEO i1/1A1{;E INSTALLATIONS TO BE R.L REVISED INSTALLATION DETAILS PROPERLY R.L. REVISED FLAN143" INSTALlAT10N DETAILS INSTALLATION DETAILS 06/22/17 R.L. oaAwN owcao SECURED 08-00502 E NA11EdV` NTSoATc029723/09 8 OF 9 SEE NOTE 3 L ROBERTO LOAKS P.E. fr92 wOOOFD/m RD LEv4SVU.LE. NODo29 Luis R. Lomas P.E. 434490.0609 dbmasfi6fm, — 1/4' MAX SHEET 1 SHIM SPACE 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. ENTEMBEDM 1. MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS y 1 7/MIN. EMBEDMENT 2 7/8' MIN. A 1' MIN. SEPARATION EOCE DISTANCE VERTICAL CROSS SECTION CONCRETE ASONRYIII(STALLATION 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMS INSTALLATION DETAIL CONCRETHMASONRYINSTAUUAWN NOTES: f¢nso rs NOT SHOWN FOR CLARITY. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE REV 0MCRPTON DATE fPP1A0vm CHARTS 03/06/12 R.L REVISED PER NEW TESTNC 10/15/13 R.L. ADDED rolcADOEO i1/1A1{;E INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED FLAN143" INSTALlAT10N DETAILS INSTALLATION DETAILS 06/22/17 R.L. JAMS INSTALLATION DETAIL CONCRETHMASONRYINSTAUUAWN NOTES: I.INTERIORANOEXTSl RFWISIiESBYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER MIO JOINT SEALANT BYOTHERS TO BE OESIGNEO INACCORDANCE KIM ASTM E21 12 SIGNED. 08/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREETJ g 1111fIIII,, R.• LO GRATZ. PA 17030 G EN,,' 9s'i SERIES 430 SGID x 80" INS NON REINFORCES FLANGE M-.TAifrPOF" 0*, FLAN143" INSTALlAT10N DETAILS i R•(OR1OP• oaAwN owcao aev 08-00502 E NA11EdV` NTSoATc029723/09 8 OF 9 L ROBERTO LOAKS P.E. fr92 wOOOFD/m RD LEv4SVU.LE. NODo29 Luis R. Lomas P.E. 434490.0609 dbmasfi6fm, — FL No.: 6251 a 1 5/8• MIN. EDGE OUST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — 4 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY1701VCRETE METAL STRUCTURE1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW DRILLING EXTERIOR PANS 2• MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM I 1 3/8• MIN. EMBEDMENT HOOK STRIP B10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UCK4v" FRAMING NOTES: 1. INTERIOR AND EXTERM FINISHEQ BYOTHERS. NOT SHOWN FOR CLARm. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS OPAW —7 -- C rx1. F.A.08-00502 scut NTS I **TE 02/23/09 1 S'w9 OF 9 L ROSERTO LGAKS P.E. 1432 WOOiDFORD RO LEWISIOXUL NC2AW 474-60019 dbXW*@W4MVWaam SIGNED: 0612WO17 HU0 J, joDTE OF 1 A U N`` Luis R. Lomas P.E. FL No.: 62514 L" II=41'ra" am Appwou A ADDED CK4M 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED 2WALIATION DETAILS 08/05/15 R.L. REVISED INSTALLATION ocuLS 06/22/17 R.L METAL STRUCTURE1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW DRILLING EXTERIOR PANS 2• MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM I 1 3/8• MIN. EMBEDMENT HOOK STRIP B10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UCK4v" FRAMING NOTES: 1. INTERIOR AND EXTERM FINISHEQ BYOTHERS. NOT SHOWN FOR CLARm. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS OPAW —7 -- C rx1. F.A.08-00502 scut NTS I **TE 02/23/09 1 S'w9 OF 9 L ROSERTO LGAKS P.E. 1432 WOOiDFORD RO LEWISIOXUL NC2AW 474-60019 dbXW*@W4MVWaam SIGNED: 0612WO17 HU0 J, jo DTE OF 1 A U N`` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING COOS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CQ -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 !S—ROM FOR THIS PRODUCT 1N WIND BORNEDEBRISREGIONS. S. 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 - OVERHANG 10. ORHO NGOINTO WOOD FRAMING OR 2X SUCKHSEH # 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEOMENT INTO SUBSTRATE LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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 LEVATIONS AND INSTALLATION DETAILS. DISTANCE. LOCATE ANCHORS AS SHOWN IN E 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'$ INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.428. 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 18G& 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLAWN nFTAII e 1 •-• 4 ,Off arc I A -WO 1 A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L C ADDED FIANCE INSTAUATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06222017 MI AND 650WEST MARKET STTEETLLC GRATZ. PA 17030 s 1R. to SERIES 430/440 XIX SGO 143" x 96" REINFORCED; E NOTES a A- : TAT OF RV` Rss toR10T: DNA 11 EN Luis R. Lomas P.E. olt ft F A owe 08-00503 E WAr: NTS loQr 02/23/09 s"MI OF 9 t RoeERrocaw tp.E nV'OOOFORORDLEWWVXMAC27= AN<m4 9 ncpcam FL No.: 62514 6- MAX -r 6' MAX L 17' MAX O.C. 96" MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX 6' MAX O.C. I SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS of AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE., 48 Ill' x 95' 2 MAXIMUM0.L0.:44Y4•x90S0F' HAROWARESCHEDULE - A (1) FLAT MOUNTED HANDLE SET (99-06.145) AT 37 314' ON CENTER FROM PANEL BOTTOM 868) AT ALL PANEL INTERLOCKS - 4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF Iry IoESLsavllbN A I ADDED CHARTS 8 REASEO PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHAAT/1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATO?N RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I DaWgn pre m chart (pso Faro SHgb P.In01 and Total Fano WWIh (eq M J0.0 340 1 420 477 hl moo 100.00 I 126.00 147.00 POs I Nsp POs N40 Pos Nev Pos Nap wo 40.0 60A 40.0 57.9 40.0 520 40.0 46,0 16.0 40.0 1 80.040.0 61A 40,0 40.9 40.0 45.0 D20 40A 59A 40,0 51.7 40.0 46,1 40.0 423 D40 40.0 56A 40.0 48.0 40,0 43.7 404 40.0 CHART f2 WHERE WATER INF(LTR4YVlV RESISTANCE LS NOT REOUIREO SEE AIt)TE O gNFF7 1 Design PMSWre Chan (p4 Fam 51p10 Wool and TOW Fmm Y"Ad h (In) Halaft 20.0 MO 1 420 47.7 ti) 90,00 10400 1260014M Poo NOV Pos I NO9 I POs I Ns0 POs Nap 640 60.0 1 60.0 57.9 520 460 46.0 10.0 60.0 60A 54.6 46.9 400 45.0 020 59A 59.6 51.7 461 42.3 423U04036656049.0 43.7 40.0 30 043J CHART R7 Number Of anchor Iowaonsrnpulrad As bind@ And and TaLU Faro yam Lln) b 20.0 360 420 1 47.7iN) 860 1040 1240 I1430 Nis I Jamb I Nos Jamb Pf&S IJamb I His IAmo 840 d 8 7 8 8 6 9 8 160 7 8 7 8 0 6 9 8 02o 8 6 860 7 8 7 8 a 6 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED." ELEVATIONS craft me fro F.A. 08-00503 Sc, NTS ° 02/23/09 -2 OF 9 L R08ERTOL0m4$P.E. 1432 V-V0OF0RDRO LEWIS V44& NC 2702? 4U -661.01I" mms®slemam - GATE APPROVED 03/06/12 RL 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 06/22/'2017 GElYsf, 0 6 ••* OE OF : iu Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. RN I EDGE DISTANCE DOE APPROVED 1 3/8• MIN. ADDED CKAM EMn ENT Rd. 8 1 3/8" MIN. 1/4" R.L. EMBEDMENT SHIMSHIM ADOED FIANCE INSTALLATIONS 12/06/13 SPACE 0 1/2" MIN. 08/05/15 EDGE DISTANCE INTERIOR 10 WOOD SCREW rSILL TO BE SET IN A BED OF APPROVED 1 SEALANT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR ANO EXTERIOR FWISHE. BY OTHERS, NOT SHOWN FOR CLARlT1: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 WOOD FRAMING 1 OR 2x BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT EXTERIOR n C2Ta JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX Soo 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAVft 6rC No. F.A. 08-00503 Wxc NTS 0"E 02/23/09 iW3 OF 9 L ROVERTO LOWS P4 1402 W000FOR0 RD LEw15vIIlE NC 27M UrQ4fo6o9 bmo®ebrrugo,.adn SIGNED: 0&2M17 S i !ILD,/ 4f i OENS.F•9s cF''c<OR10; • Luis R. Lomas P.E. FL No.: 62514 RN RLV6gRS OESCRIP1ION DOE APPROVED A ADDED CKAM 03/06/12 Rd. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4 1W. E RENSED INSTALLATION OETAILS 06/22/17 R.L. r SHIM SPACE rop INTERIOR I1 ftp EXTERIOR n C2Ta JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX Soo 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAVft 6rC No. F.A. 08-00503 Wxc NTS 0"E 02/23/09 iW3 OF 9 L ROVERTO LOWS P4 1402 W000FOR0 RD LEw15vIIlE NC 27M UrQ4fo6o9 bmo®ebrrugo,.adn SIGNED: 0&2M17 S i !ILD,/ 4f i OENS.F•9s cF''c<OR10; • Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4' MAX STRUCTURE --- M SHIM SPACE BY OTHERS LIT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLITION NOTES: I. INTERIOR AND EXTERIOR FINISHES. SY OTHERS, NOT SHOWN FOR CLARI`TV' 2. PERIMETER AND JOWTSEALAAW BY OTHERS TO SE DESIGNED W ACCOADANCE WIIHASTM E2112 TO BE SET IN iE0 OF APPROVED ILANT I 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I. 1/4' MAX I SHIM SPACE CA I Cnlvn JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 061212017 MI WINDOWS AND DOORS LLC 51R!Itoi, 4f650 RAn,MPAKETO GREET Kv OESCRPMN au APPIIOUFD A ADDED CHARTS 03/06/12 R.L. 8 REMSEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS o6/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 061212017 MI WINDOWS AND DOORS LLC 51R!Itoi, 4f650 RAn,MPAKETO GREET NJ• pEiY . sFmy I0 y 61 a;elr/cA.cOr` SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS 1 $TATEE OF S:°< ORlOT; G? oNAsac owc No. RLv 08 3 E ijr ONA `1EN\\\ LYIS R. Lomas P.E. FL NO.: 62514 sauc aTE simLrNTS02/23/09 4 OF 9 LROBERTOLOALA.SPE 1'32 WOOD/ RD LEMSVI LE' NC 270:J awasoco9 rl uAwwm 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 e 1 1/4' MIN. s EMBEDMENT 1/4' MAX. SHIM SPACE rr 3/16" TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE ' 3 . MIN. !; SEPARATION 3/16' TAPCON SILL TO BE SET IN ' A BED OF APPROVED . SEALANT CONCRETE/MASONRY BY OTHERS b 4 F 1 1/4' MIN. EMBEDMENT 2 7/B'• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCOIETEU4SONRYINSTALLATION rrtso6 F0A a A ppapl ADDED CHARTS REVISED PER NEW TESnNC 1/4' MAX. ADDEO FIANCEINSTALLATIONS SHIM SPACE REVISED OMALLATKIN DETAILS E REVISED INSTALLATION DEFAILS INTERIOR MR APPAavED 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. 1 i EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLITION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES^ 1. INTERIOR ANO EXTERIOR FINISHES. 8YOT HERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND40IYT SEALANT 8Y 07HERS TO BE OESIG IED IN ACCORDANCE WITH ASTM EV 12 SIGNED: 06/2212017 MI WINDOWS AND DOORS LLC ``AAA11 1Ir`I , z650WE TZ. ST MARKETO30STREET J S • 'E N to b G • 9F = P SERIES 430/440 XIX SGO *% D t' 143" x 96" REINFORCED FRAME INSTALLATION DETAILS Ayr ;,kf: oaAwx: atv F•'b<O R10; • t'` F.A. awe ho. 08-00503 E NAL NTSscAtENTS °"1E 02/23/09 —5 OF 9 L ROHEATO LOVAS P.E. IM vo=FOR0 AD LEWISV¢LE NC Z7= Luis R. Lomas P.E. tT,40460 Awnisoobwspadam FL No.: 62514 10 FRAMING — R 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. TEDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT 1 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EMPICIR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM 62112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS OKWK owe No. F.A. 1 08-00503 WAU NTS — 02/23/09 91QT6 OF 9 L ROffRTi7L01NA.SP.B 1432 WOODFORD RD LEWISVILLE AC T..o27 4 GeeFD6aa /Mmn trru sawn SIGNED: 062=117 I1iJ0 AT T OF O lONAi EVG`? Luis R. Lomas P.E. FL No.: 62514 REVD 4 RFv 00CA PTIM arc APPROVED A ADDED CKAM 03/06/12 R.L. 6 REVISED PER NEW TEsnNG 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. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS OKWK owe No. F.A. 1 08-00503 WAU NTS — 02/23/09 91QT6 OF 9 L ROffRTi7L01NA.SP.B 1432 WOODFORD RD LEWISVILLE AC T..o27 4 GeeFD6aa /Mmn trru sawn SIGNED: 062=117 I1iJ0 AT T OF O lONAi EVG`? Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. I EDGE DISTANCE CA 1 CKI(J11 Iry r Cr1/V1T 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWBTALLATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 7 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES/GNEOW ACCOROANCE WTTH ASTM E2112 1/4" MAX. SHIM SPACE OR 1/2' LUNG MIN EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS WAM' On No. F.A. 08-00503 sr4z NTS — 02/23/09 —7 OF 9 L ROBERTO LomokS P.E. 14n W000FOR0ADLEIv4VRLE. NC2Mm SIGNED: 06/22/2017 I0 4f A TATE OF ZOR%'D1-. Luls R. Lomas P.E. FL No.: 62514 REN90NS RN oeSORPIgN CAVE APP*M A ADDED CNARIS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTAU.AMNS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS WAM' On No. F.A. 08-00503 sr4z NTS — 02/23/09 —7 OF 9 L ROBERTO LomokS P.E. 14n W000FOR0ADLEIv4VRLE. NC2Mm SIGNED: 06/22/2017 I0 4f A TATE OF ZOR%'D1-. Luls R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN, CONCRETE/ SEPARATION EDGE DISTANCE MASONRY oEscaPllou BY OTHERS APPROVED a' 1 1/4' MIN. n• EMBEDMENT 4 10/15/13 R.L OPTIONAL 1X BUCK ADDED FIANCE INSTALLATIONS TO BE R.L PROPERLY REVISED INSTALLATION DETAILS SECURED 1/4` MAX E NOTE 3 SHIM SPACE SHEET 1 R.L. 3/16' TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN, 1/4MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° 3' ,• MIN. SEPARATION ° 3/16* TAPCON SILL TO BE SET IN A BED OF APPROVED . SEALANT .. CONCRETE/MASONRY BY OTHERS S ! i! MIN. ENT 2 7/8' MIN. IN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE>MAS NAYWSTALLATOV INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 J JAMB INSTALLATION DETAIL CONCREl151N01SONRYWSTALLA7i0N NOTES: 1.04ERIOR AND EXTERIOR KNISHES, BYOTNERS NOTSHOWNFOACWIRY. 2 PERIMETER AND JON?SEALANT BYOTHEAS TO BE DESIGNEDWACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS NAM OwC N0. F.A. 08-00503 scat NTS IGOE 02/23/09 1&4wg OF 9 L. RO6ERTO LOMAS P.E. fqW w000F0RD AD LE1NSvALE NCZ,-= Q44" -woo rt v ny.cm, SIGNED, 06)==17 O" 0 TAY 50F O . i E``ORIOP• ?: ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 REWSIMIS ALV oEscaPllou Nth APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVLST:D PER NEW TESTING 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCREl151N01SONRYWSTALLA7i0N NOTES: 1.04ERIOR AND EXTERIOR KNISHES, BYOTNERS NOTSHOWNFOACWIRY. 2 PERIMETER AND JON?SEALANT BYOTHEAS TO BE DESIGNEDWACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS NAM OwC N0. F.A. 08-00503 scat NTS IGOE 02/23/09 1&4wg OF 9 L. RO6ERTO LOMAS P.E. fqW w000F0RD AD LE1NSvALE NCZ,-= Q44" -woo rt v ny.cm, SIGNED, 06)==17 O" 0 TAY 50F O . i E``ORIOP• ?: ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE 01ST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP EXTERIOR —'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYIICONCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I 10 WOOD SCREW EXTERIOR "— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCX/WOOD FRAMING 1 1/4' MIN. WE EMBEDMENT NOT SHOWN FOR CLARITY. r 03/06/12 1X BUCK BY OTHERS, DESIGNED IN ACCORDANCE WITH ASTM EZI 12 1X BUCK TO 8E SECUREDVLPROPERLY 3/16' EXTERIOR —'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYIICONCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I 10 WOOD SCREW EXTERIOR "— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCX/WOOD FRAMING NOTES: REVwM REV ocxownwN WE APPROVED NOT SHOWN FOR CLARITY. A ADDED CHARTS 03/06/12 R.L. DESIGNED IN ACCORDANCE WITH ASTM EZI 12 8 REVESED PER NEW TESTING 10/15/13 R.L. • MI WINDOWS AND DOORS LLC C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. GRATZ. PA, 17030 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 143" z 96" REINFORCED,e,WNW HOOK INSTALLATION DETAILS E REVISED INSTALLATION OETAILS 06/22/17 R.L. oRWI owe No 1/2• MIN. 08-00503 E HAi111 METAL STRUCTURE DISTANCE LAOBERTOLOU"P.E. An N0000MRO RD LEW SVILLE, NC V= 436-Ul-O 1, W, Luis R. Lomas P.E. FL No.: 62514 BY OTHERS TRIM INTERIOR HOOK STRIP ZlNTERLOCK DRILLINGS10SELFORINGSCREW ANEL EXTERI HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOA FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 SIGNED: 0622/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1u111I'/Ivi 5 R• Lp i ENSo--,PGRATZ. PA, 17030 SERIES 430/440 XIX SGO 0 5 143" z 96" REINFORCED,e,WNW HOOK INSTALLATION DETAILS TAT EE OF .:e,` ADO : oRWI owe No RLv 08-00503 E HAi111 xAtE NTS °` 02/23/09 9 OF 9 LAOBERTOLOU"P.E. An N0000MRO RD LEW SVILLE, NC V= 436-Ul-O 1, W, Luis R. Lomas P.E. FL No.: 62514 FLORIDA OrIPAPIM-111SIr OF Business & Professional Regulation SCIS Home I tog In I User Registration I Hot Topics I Submit Surcharge I stats 6 Facts I Publications I FBC Staff I SCIS Site Map I Unks I search I FI dda r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detall 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/Emall 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 Sections from the Code 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 Licensed Professional Engineer or Architect FL9174 R12 Enuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +15.30/-17.00 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 W132017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.3 512.0 / 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 lI 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 P11 Track Supplement Chart sinned.Ddf Impact Resistant: Yes FL9174 R12 it 324620 P16 Jamb Connection SUDD sinned.odf Design Pressure: +30.00/-33.50 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 door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0234-319022-P6 S.DdF Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection SUDD sloned.DdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' 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 II 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sipned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Created by Independent Third Party: Yes 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 II 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +18.50/-20.70 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 WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 fI 319040 P1 Post ]stall Instructions slgned.odf Design Pressure: +30.00/-33.50 FL9174 1112 lI 324620 P16 Jamb Connection SUDD sianed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 11 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 I1 319040 P1 Post Istall Instructions sioned.odf Design Pressure: +39.20/-43.70 FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 iI 0600 -319026 -PS S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdf Design Pressure: +26.90/-30.80 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 Report - FL 9174.PDF door. Created by Independent Third Party: Yes 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 Pll Track Suoplement Chart slaned.odf Impact Resistant: Yes FL9174 R12 It 324620 P16 Jamb Connection SURD sianed.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - 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 II 0602-319028-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SURD sianed.odf Design Pressure: +15.30/-17.00 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-OO1R2 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 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 I1 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart signed.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD slaned.odf Design Pressure: +23.00/-25.00 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-OO1112 Evaluation Reoort - 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suopiement Chart sianed.Ddf FL9174 R12 11 319040 Pl Post Istall Instructions sianed.pdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Surip slaned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RIZ AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.odf Design Pressure: +15.30/-17.00 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-OOIRZ Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf Impact Resistant: No FL9174 R12 11 319040 PI Post (stall Instructions sioned.odf Design Pressure: +30.00/-33.50 FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - 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 11 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 lI 319040 Pl Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.DdfDesignPressure: +39.20/-43.70 Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Baek E -Et Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click DIM. Product Approval Accepts: Ea E Credit Card Safe Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 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 signed.pdf FL9174 R12 If 324620 P16 Jamb Connection SUDD sipned.DdfImpactResistant: 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 signed.odf FL9174 R12 11 324620 P16 lamb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Baek E -Et Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click DIM. Product Approval Accepts: Ea E 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) I (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 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 Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope OoN • .TN0 P No. 46718 S Ziz31 STATEE OF FCORIOP.•\ Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30/ 17.00 psf 25.901 28.80 psf 30.001 33.50 psf 43.201 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-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under Evaluation ` SOON ' LICENS+'yO '/ No. 46718 v %t- • 7k ` i z z3lrr STATE OF 1A* 4ORIDA 2'S;ONAL ENG 111111110 FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18'x 8'-9" 18'x 8' 18' x 8' 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 Tvpe Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ` SOON ' LICENS+'yO '/ No. 46718 v %t- • 7k ` i z z3lrr STATE OF 1A* 4ORIDA 2'S;ONAL ENG 111111110 Table 1C — Doors under Evaluation GENSF • 2j9N No. 46718 ' 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 41.001 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-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Table 1C — Doors under Evaluation GENSF • 2j9N No. 46718 ' Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' 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 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 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 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. FL 9174.16 FL 9174.17 FL 9174.18 STATE OF :.` F P N Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' 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 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 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 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0// Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9° 16'x 8'-9" xH Design 15.30/ 30.00/ 39.20/ 18.50/ 25.90/ Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Ratin Table 1 D — Doors under Evaluation C. Conclusion CORW ,• `Gi 9/ONA 1 17 CLI LAV1' 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 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity 1 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 61G20-3.009 (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 II I I 1 i I i I 1. NEON-4UPACT RESISTANT GLAZM OPTION - .CSO• MNMW SSB CLAZNC N UO.OED FRAMES SCRERED 13 CA NOIR APMC- 10"Ot MTM A UMMU OF (6) FM1• SC IEYS DISTAIIEO IN TOP OR INICnOtATE SECTION (MEIX OR r -w 0• r -o VATHOUT DECORATIVE NSEATS) MEETS UNIFORM STATIC 13 CA FLAG AMCLE- oE9O PRESSURES SHOWN ON TM OUWNG. GLAaNO SMALL NAW A MAXIlLI I HEIGHT OF 1175• AND A FAT MAM M LFNOTH Or IL7S'. O A2WC a NOT IMPACT 16 CA WN HONIi- RMTAHT AND DOES 040T MEET THE REQUMMENIS FOR TRACK YMN-BOOZE DEBRIS REGION& a/14.1 -5/6.- Z DIOACr RESISTANT CLAZINO OPTION - ENACT LAC SCREITS RESISTANT GLAZING SYSTEM UAY BE NSTAIZO N TOP MDT 3 AS OR INTERMEDIATE SECnON (PITH Olt SIIHOUT CECORATIW SNaN) U,SEATS GGZNC SHALL ff 1/1• YAKRDLI= IIS CA MN WRT- POL re oA EUIN. GLA2NC SNAIL NAW A TRACK UAWJM HEIGHT Or ISM' AND A MAIM" IENCIH OF 30.0r. CA340 IS WACT RESISTANT AND DOES MEM THE REOUNWENTS FOR WND-BORNE DEBRIS REGIONS SAG.1-5/B• LAO - SEE OCTAL E ON SHEET x FOR ASSEMSLY OCTAL& SCREW AT EACH GLAZED SECTION REOIJM RONFORCIDWIT BRACKETS JAMB 11RACKET ATTACHED TO 11 -LAR ON UPPER INIEDRAL NIB (SEE OCTAL O SHEET x). .1 -SMI SC EM TO LATER 1/4-205/16' TRACK- 1800A a1TEGGL AM OF SECTION AND * MATOR STILE TO 9E BOLT AND1 1-20 HEM FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) MET ATG a JAMB G C"VT1TE SCREW TO ATTACH1/1-11x7 SELF DRILLING OPERATOR STILE ONBRACKETLOCATION NE i-9TRUf TO INE OITEORAL RIS AND AT ME CENTERLINE OF THE ODOR PER OETAP F ON SHCET 2. 1 VINYL OR aOO) DOOR STOP NAILED A UAAMUM OF C D.C. MUST OVERLAP TOP ANO BOTH ENDS OF PANELS MHUUM 7/16• TO MEET NEOA4VE PRESSURES 1. KEY LOLL 3UVC LOCKS. OR OPERATOR REWIRED. IS OA S1IFFCEO• S. SECTION SHALL BE CONSTRUCTED Pant FOAMED IN JAMB BRACKETS PLACE POLVAETHANE rQVA INSULATION CIEIYCALY SEE SCHEIOULE FOR BONDED TO 30 CA WHIM FACER STEEL AID A CUANITY. LOCATION. POLYtAYINAIE BACKER OR 31 W STEEL BACKER. END AND TYPE W TO NAW A WIS M 1.1. DEPTH. L 111E OESION OF TME SUPPORTNO SIRIICNRAL KEY LOC( OR ALOE LOCK- ELEUEmTS SHALL BE WE RESPONSINUTY OF THE BOTH ENDS (NOT F90FESSONAL OF RECORD FOR THE 9UWK OR REDAKO V61 H OPERATOR STRUCIVRE ANC IN ACCORDANCE WIN CURRENT BMIOSIC SEE NOTE 4)• SLIDE CODES FAR THE LEADS LISTED ON MS ORANNO LOCK 5" 6%" root 7. DOOR JAa TO BE MINIMUM US SIRUCRIML GRACE CLARITY LUMBER, REFER TO JAJA CONECRON SUPRCENT FOR ttw (4) SECRCE SMD ATTACHMENT TO AIPPORTNG STRUCTURE. BOOK SNO L SEE SHEET Z FOR U -BAR LOG11aVS L LOUVER OPTION - .010• LmOAM L.OUIRRS IN MOLDED ON OOORS mTH OWER SECTION OLLANnt1E5 ANDFRAMESSCREREDTOGETHERWTHAUINWIIOF (4) SEE NOTES 1 AND x ONF&I• SCREINSTALLED ur THE BOTTOM SOC110NNB TICS SMEEf FOR HRALNC UIUVER4 ARE rNOf IMPACT ItE95TANf ANO 00 NOT MEET OPT=S PRESSURE aW I 0004MOOR I UNIFORM LOW CAM JAMB (PIF) YVL 81111 NIrFF/ PyN' rKo'Q L'': No. 77945 AOS STATE OF 4C, 45I4 RNY COAD6Ima11E6aw IrNCOIFC MOIOWNML C .1aF57/6.6 o Nr nrw PRUg904 ClIcHm a UAL PA0010 OLY FOR HTARCATICJ a WYOW O"IlL m OLTAAL ON SHEET CA END CAP f IFOLLONNO ONENSION DENOTES SLATTED JAMB BRACKET ATrACHM TO TRACK WIN 1/4-204/16' TRACK SMI AID NMT. FOLLWANC OlVCftON DENOTES DUCK INSTALL aAMB IWACIEr 04STALLLD N M1ERFLY SLOT. NO ADDITIONAL YAROMARE NEEDED TO ATTACK TO TRACK. DOORS NTN NICK UFT. ADOF PITOM. AND/DR CHEATER THAN IT N HDIXT REWIRE USE OF CONTDNOUS WALL ANGIE. SEE SIIPRDIENT TRACK CURT FOR OCTAL& Wayne : STARE PRESSURE RATINGS APPROVED STZE9 s< DESIGN Pff 12190/-20.80 YAK R011l: TEST (Pff x30.65 -43.20 YAK HEIGHT: B'-9' ORDalton. IYPACT/CYWC RATED (YES/N0: VES MAX SECTION HEIQrt: V GARAGE O OO R S MODELS 5120/9100/9605 A OlvSKIN Of OVERIEW DOOR PE 37NSACILA, FA00a01fLmm is/1 WINOLOAO SPECIFICATION OPTION CODE 0230 650) 171-0090 ULM 3/a/D6 ADDED SUPMPOSEO IG" PRESSURE LOADS 4/6/07 UPDATED TITLE 6/x6/10 MRS ORAWNO PART NO. I REV. 318960 P10 JAMB BRACKET SCHEDULE HEIGHTT SECTIONSOF NRACKETSNREMJAMA ORA—TS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS It. Z') r -w 0• r -o 4 6 4 6 s a a FAT a a I C 25-1 a. a 15-1 • 0. 63 10 a. Ir a 71-41V A. L-3 4 a 1x A 67-1 1 a A IY a2Y CJB34-A 47-1/4- a 56 a OI. 7s A 6 FAT a 10 a 21-31V a. 29-314- (Ah 111 A 37-1/4- a 66 6 73-1 A a -G CH VFT-707FITCH SEE NOTE BELOW IFOLLONNO ONENSION DENOTES SLATTED JAMB BRACKET ATrACHM TO TRACK WIN 1/4-204/16' TRACK SMI AID NMT. FOLLWANC OlVCftON DENOTES DUCK INSTALL aAMB IWACIEr 04STALLLD N M1ERFLY SLOT. NO ADDITIONAL YAROMARE NEEDED TO ATTACK TO TRACK. DOORS NTN NICK UFT. ADOF PITOM. AND/DR CHEATER THAN IT N HDIXT REWIRE USE OF CONTDNOUS WALL ANGIE. SEE SIIPRDIENT TRACK CURT FOR OCTAL& Wayne : STARE PRESSURE RATINGS APPROVED STZE9 s< DESIGN Pff 12190/-20.80 YAK R011l: TEST (Pff x30.65 -43.20 YAK HEIGHT: B'-9' ORDalton. IYPACT/CYWC RATED (YES/N0: VES MAX SECTION HEIQrt: V GARAGE O OO R S MODELS 5120/9100/9605 A OlvSKIN Of OVERIEW DOOR PE 37NSACILA, FA00a01fLmm is/1 WINOLOAO SPECIFICATION OPTION CODE 0230 650) 171-0090 ULM 3/a/D6 ADDED SUPMPOSEO IG" PRESSURE LOADS 4/6/07 UPDATED TITLE 6/x6/10 MRS ORAWNO PART NO. I REV. 318960 P10 13 G AOAMABLE TOP P1ACE U -BM GNU OMORAL NO 13 G ADAISIABIE FIXTURE ATTA04ED TO PCM iM[ ( PIOi-PUNOIED TOP 11KXOIE PRE-PUMMCD HOLES NOTES EACH E0 FACNOIS IN OOTTOI OF U -BM AND ATTACK THIN 010 CAP AT IMM (:) 1/4-1.ai/6• EACH END WTH (ICI 1/h1141 CROUTE STREWS SELF OX"O MPTITC SG WS FOR STANDARD TRACK AND (3) e 1/.-I.a7/0' SELF DRLINC4ESOEWMFORLAW HEADROOM MACK (2 OF %4104 ME USED 10 ATTACHED THE TOP DETAIL A OR= AS ). LOW HEADROOM TRACK DETAIL A 13 G ROLLER SVOE ATTACKED TO USED ONLY ON IMPACT PRE-FVNOIED HOLES IN TOP OF u -TIM CE u -W OVER INTEGRAL NB rm GLAZED SECR01 - 11 IDM (]) 1/h11.S/B' 0mi11TE 9LREY6. THE (a) PRE-PUIKHED NOTES EACH 00) G REINFORCEMENT USE 0 ROLE N 3UOE To CI FACING UPWARD AND ATTACK 1/URU ENO BRACKET ATTACHED PROPER AUQIMENT OF ROLUM CAP AT 001 00 WITH ] 1 .-147/0• MM () 1/hN.7/W 1 IS CA KONG ASELF DRILLING 0WITTE s" TTACIEO / EXCEPTION, U -8m PLACED OVER TOP CAMPnTE SLWL[6 (2 ` 1 IRM (t) 1/hI.A/0' RIB ON THE BOTTOM SECTION STALL ONLY MROM BOM I CNMPnTE SCM -44 (2 a< BE ATTACKED MNP ENO CAP AT EACH BRACKET AND U -BAR) w6GK ME FACTORY END wM (1 1 a/0 SfF3DRILLINGATTACHED) CRTMPTITE SbKEM LOGIED ON ME DETAIL a BOTTOM FLANGE OF THE V -BAR NOTE DUE TO CLEARANCES REGUM TO 2' I Vr/ ROLLERER TNM 4-1/2' STEM DETAIL 8 Is W HINGE ATTACKED INTEGRAL RLL AND ATTACH VAIN (0) 1/hZWIW WITH (2) 1/{-200(x' CROmnTE SGIEWS (Z OF FWCI ARE fACICTY OOMPTITE SCREWS TIM PILL -PUNCHED NIXES AT ATIA04M 3 OF VAaCH EACH INTENIECIATE MCC OAREFIELDINSTALLEDIN_)orIDEATION (1 IIOBI FLANGE TOP LEAF. AID I OF OP KF -BAR ANO BOTTOM IGH G TFLD fWALIEO IORG LEAF AND 1 THNI TIM PRE-PRWCEED NINE WEa OF U -BM ANO IN u DETAIL INTEGRAL li OF SECTION) C 12 OA BOTTOM BRACKET FACTORY ATTACHED VAIN a PIAOE U-.sM OVER INTEGRAL RB WIN31EI..S/ NOTCH EOMI TO OEM BOTTOM ATTAGQO TNN PPE-FUECKED HOLES WITH (2) 1/4-144/ir BRACKET AND ATTACH MRU END GO C tMPTITE SCREWS AT CALM N10WEGATE HINGE LOGTIOL (2) AT EACH 00 VAIN SELF DRUM O CRIMP BE SCREW AS• FOR IMPACT RESISTANCE, HOKW AND USE (T) 1/.-I.a7/0• SELF BOTTOM BRACKET MUST BE ORIWHC C IMPTIT SCREW AC05S THE SOEWED TO THE BOTTOM BOTTOM of THE BOTTOM Q -BAR AT AR WITH EACH PRE -PUNCHED HOLE AT MY 2) i hIC[7 StREu6. DETAIL D HINGE LOCA1aL USE (M) 1/.-2016/0• CN1PnTE SCREW AT All OMPA SEE IMPACT BOTTOM BRACET PRE-PUN040 HOLE LOCATIONS DETAIL THIS SHEET. lNE• JKo P•'•tICENSF'•.'L/ 0 . STATE OF • • !(A` 11SONAL I W`` UMW! J, aKralq R Iii CON NEN/ NO NOP11 HWL Ole M1 FE 77W a R 11706 a MIN STAINLESS mM STAINLESS r ' BALED RUBBER WASHERS 3--I/2' OG MAK--- I/$- BE IAZE / J SSG.000AC STRUCTURALSEALANTOR EQUIVAIDI AGR STEEL \ 0 DETAIL E h50.E DRILLING CRIMPTITE ATl. d TIE OF ODOR TON J-S11NT h OPERATOR @RACKET. W= }STRUT k S01" ONLY REOUREO ON IMPACT GLAZED SECTIONS SEE NOTE ATTACK BOTTOM BRACKET TO BOTTOM U -6M WITH (2) e 1/4-I4a7/W SEV OIOWNo OOMPTITE SGEK per.. YYiJ 3) SECTION DOORS WTM(0) 3•. 16 G. 40 TED GVET INTEGRAL. ATOS AS SHOWN SECTION Oo0R5 1 (S) 3', la CPL AS 1. ALL U -BARS SMALL BE ACED OVER INTEGRAL IBB$ NO Wayne ATTAGQO TNN PPE-FUECKED HOLES WITH (2) 1/4-144/ir C tMPTITE SCREWS AT CALM N10WEGATE HINGE LOGTIOL (2) Dalton. 1/4-14a7/a• SELF DRILLING CFUMPTTE SCREWS AT EACH 010 GARAGE DOORS CAP (EXCEPT BOM U -BARS ON BOTTOM SECT M -SEE anaol OF OLeNFAD DOOR DETAIL B AMD 0 1165 SHEET). (2) 1/4-144/6- OW717E CCLAFLORIDAAORSON Pa231. SWI o.-ILBBO SCREWS APPROXIMATELY MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE HINTS LOCATION, AND (1) 1/.-14a6JW C I MPFITE SCREW APPROXIMATELY D• FROM EACH OD. FOR DOOR VICTIM GREATER MAN It -Hf. THERE SHALL BE A OF (20) SCREWS AITACNNC EACH V -BM EKCFPT BOM ARS ON 60TfiM SECIM SHALL MAK A TOTAL K (la) 6%0 SCREWS EACH. FOR DOOR WIDTHS LE55 THAN OR EQUAL TO 1T -W. THERE SHALL K A TOTAL OF (16) SOREIFS ATTAODNC EACH U -BAR EXCEPT BOTH U-6ARS ON BOTTOM SECTION NON-SMUCRRAL DECORATIVE SHALL HAVE A TOTAL OF (4) SCIEWS EACH. OUTER WINDOW TRIM 2. CSM THE EXatPMR of TME (s) PRE -PUNCHED AXLES N THE TOP OF EACH ENO USED FOR ATTACHMENT OF ME ROLLER SLIDES AND THE (sLES ) PRE -PUNCHED HOIN TIE BOTIOH OF71/4'POLYCARMATE EACH 00 USED FOR ME ATTACHMENT OF THE TOP FOCTURE Cl AND UNLESS NOTED OTHERWISE ON TN3 SPECRCATROM GRAVING. ALL PRE-PUNOHEO HOLES N ALL U -OARS SIAL BE ATTACHED TO THE DOOR gM 1/4-I49S/a• CRYMPnHE SCREWS 1 16 GA U -BARS SHALL BE STAMPED '40- APPROXMATMY s' FROM EACH ENO. AS HANG$ TO GENERAL AT AND CHARM 0 FASENER TYPE NO CAPS NO ON RETAINER. ow CENTER NMCE E AND AOOED ER OPIIOL ICED STRUT IUIGTION METHOD I COLORED PAINT 10 PEO NUMBER 3/6/00 DOER SUPERIMPOSED W PRESSURE LOADS LIPPORTNOCTURE AND WED NOMBOR OF EMM AND CENTER ES REQUIRED fOR TOMER DOOR Blom 5/10/00 COEDIMPACTmOTrCI000R. D MODEL 0100. TEO NOTE a TO E THAT LOUVERS NOT IMPACT LTAHT. 6/0/07 ICOVED JAL® VPDARO TITLE 6LOCKIf6/2SAO 1001520 MO 0605, AND f31G PART NO. I REV. 318960 PTO SINSTICPRESSURERATINGSAF'PROYED 92E0 sc Wayne pE p( 1 t25.001-2&60 SAX N10TIt TEST ( v3&65 -4320 MAX HEIGHT E -B' Dalton. IMPACT C RAZED YES/WO YES IMAX SECTION HEIGHT. 21' ICH GARAGE DOORS MODELS 5120/9100/9605 anaol OF OLeNFAD DOOR CCLAFLORIDAAORSON Pa231. SWI o.-ILBBO WINDLOAD SPECIFICATION OPTION CODE 0230 HANG$ TO GENERAL AT AND CHARM 0 FASENER TYPE NO CAPS NO ON RETAINER. ow CENTER NMCE E AND AOOED ER OPIIOL ICED STRUT IUIGTION METHOD I COLORED PAINT 10 PEO NUMBER 3/6/00 DOER SUPERIMPOSED W PRESSURE LOADS LIPPORTNOCTUREAND WED NOMBOR OF EMM AND CENTER ES REQUIRED fOR TOMER DOOR Blom 5/10/00 COEDIMPACTmOTrCI000R. D MODEL 0100. TEO NOTE a TO E THAT LOUVERS NOT IMPACT LTAHT. 6/0/07 ICOVED JAL® VPDARO TITLE 6LOCKIf6/2SAO 1001520 MO 0605, AND f31G PART NO. I REV. 318960 PTO 14" MAX 12" MAX 12" MAX I I 12"i' MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAW4 d KOOO91'PC 4576 COUNTY ROAD 160 MOUNT MOVE ONTO R PE 77TH3 TX K 117066 PROFESSIONAL ENKIRMYS SEAL PAINVINI *YV FOR VEIVICATION OF s110KOAo OON0TI0=oN OCTAIL& PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 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 D 13 GA MIN CONTINUOUS WALL ANGLE mr 0:4111121empim" TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX RiWIDT9'-0" MAX PSF 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 1 ANGLE 12 FOOT 1ATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SURES TO i.00/—SLOO PSF FOR DOOR WIDTHS WOEO 'TEXAS WALL LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO iN HD ANCHORS 4/2/07 8/21/07 UPDATED MODELS fE0IN CHARTS. 1ATE0 SPLICE a CUP IEDULES. 9/06/07 POATEO CHARTS TO NATE THE USE OF X19 ACROSS T1u+ E o UPDATED STEEL MING DETAIL T 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS UIT VP TO 14' HIGH. 12/11/08 1 UPDATED TITLE ICK 6/2/10 UPDATED TITLE ICK. REMOVED CHART. n/1s/13 UPDATED TITLE ICK. 5/15/17 SHEET 1 OF 2 DRATNNG PART N0, REV. 307494 P11 1pa! pson. OOOR3 3395 ADDISON DRIVE PE" 8 FLORIDA 74- 989032514 TRACK SUPPLEMENT CHART REVISIONS 1 ANGLE 12 FOOT 1ATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SURES TO i.00/—SLOO PSF FOR DOOR WIDTHS WOEO 'TEXAS WALL LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO iN HD ANCHORS 4/2/07 8/21/07 UPDATED MODELS fE0IN CHARTS. 1ATE0 SPLICE a CUP IEDULES. 9/06/07 POATEO CHARTS TO NATE THE USE OF X19 ACROSS T1u+ E o UPDATED STEEL MING DETAIL T 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS UIT VP TO 14' HIGH. 12/11/08 1 UPDATED TITLE ICK 6/2/10 UPDATED TITLE ICK. REMOVED CHART. n/1s/13 UPDATED TITLE ICK. 5/15/17 SHEET 1 OF 2 DRATNNG PART N0, REV. 307494 P11 2 3/4" ft"CH REVISIONS VCLIPS-TEXASEDGEDISTTRWALLANGLE12FOOT UPDATED 2-24 Bpi 6/11/D3I8 E60XX MIN. 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR MIN 3/16" THICK ALL DOOR WIDTHS. STEEL FOR MOUNTING-1 Ag1NGO'CONTINUUOOUS 5/16 x 1-5/8" WAIL ANGLE WALL ANGLE'. ADDED SUBSTRATE MOUNTING LAG SCREW OR DETAIL, CHANGED TO TrrEH NO ANCHORS EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLIP PADDEEDArFORMAT.0 SPF (G=0.42) OR — — AND 6024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" CUPLE. HOLE OR PAIR OF TRACK BOLT AND CHT 6/'/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED YODELS LISTED IN CHARTS UPDATED SPUCE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. DLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE DDETAIL ORRAINW TINc MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRI 10/m/07 a WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. E B cuP aEPLACED WASHER AT EACH HOLE OR PAIR OF ei'ARo!) A THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/2+/07 d•. ; P6 UPDATED STEEL MOUNTINGLRYSW Po EXPANDED 1-1/2' TO a •. . 1-3/6• DOOR THICKNESS CHART UP TO 14' MICH. GRT 12/11/08 P10 ADDED MODEL 8700. 3/8" SIMPSON TITEN HD, UPDATED TITLE BLOCK cRT s/2/10 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE P11 UPDATED TITLE 6L000. REMOVED CHART. AT EACH HOLE OR PAIR CRT 11/15/13 OF HOLE LOCATIONS 11I11 I P12UPDATEDTITLE WALL ANGLE\\\ • E J KO Esc 6/15/17 1/4-20x9/16" \\P- ok•. ,• TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT I Q: P sTRACKCLIP _ * : No. 77945 - u * STATE OF SSS .• 0RIOP••.•'G pHA` 11,11,, Wayne OATS I NAME Dalton" DRAWN 8/21/07 1 GRT 4376 C 1 1fdRW PE4376CIUNIYROADUO f GARAGE DOORS CHECKED SHEET 8/21/07 1 uR8 2 of 2 MOUNT HIPC mw n PE 7n43 rx P[ 117139 l 3395 ADDISON DRIVE DRAWNG PART NO. REV. ftfm6RAl O N's SL PR6%VM VIMC10Nr WWOWA OONSTRRCTO NT•LS. TRACK SUPPLEMENT PE(°;::98890'25" CHART 307494 P11 Wayne Dalton. GARAGE OOORS 3393 ADDISON ORIVE PENSACOLA. FLORIDA 32514 950) 474-9890 SNE J Ko O P•'' ,cErvSF R s No.77945 =_ 0STATE OF 40RIOP YINIMVM Z><6 /y i Sru/) SOVTNERN PPIE 0W1Ang A K=M, PE 13" COUNTY ROAO I" MOUNT NOEL ONG n IC "943 YX PE 117050 PROMOC NAL ENONEEn SEAL PROVDEO OILY FOR VERPIC4710N Of OOLOAD CONsawasOM amm SEE DETAILS 1, Z AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 _ SYSTEMS. 11A)OMUMSPACING 6' MAIL LOCK 2-3/4' J 2) 3/8• SIMPSON 7TTEN NO SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4•. WAX I MINIMU 2500 I 'OMCRE'IEPS NOTE: MAXIMUM OLLOAD CAPACITY OF 2085 LBS. DOOR WIDTH COC IN TITEM HO SCREW 1-1/1' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4. DETAIL MINOAUY TI00 P51 CROUT illlfll CMU NOTE` MA)GMUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TITLE BLOCK ESC 6/15/17 MINIMUM tie 03 A: HEADER LOCK SOUTHERN PINE BRACKET LWBER. a• a• V(4) 3/8. VIA. LAG SCREWS WITH1-1 C 0.0. WASHERS. LAG SMALL HAVE A MINIMUM PENETRATION OF 1-9 INTO THE MAIN SUPPORT MEMBER QEIAILI tlNDG MENUNORFRrUCuTLUnAp CAPACITY Of 2430 LBS. SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT ORANANG PART NO. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 ORan WO9 ux1NTY ROAD IKpMpK. PCa Mor NOPL n Pc 7"43 TX PEC11 ,1Ta6 PKWES90NAL DKIN ER'S SEAL PROVIDED ONLY FOR vmFicAnaN OF WVCC Aa CONSTRUCTION DETALL MIN 2500 PSI CONCRETE um. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3//4' OF SUPPORTING STRUCTURE SHALL MOt EOtE 015 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR INC STRUCTURE r • 3/6• SIMPSON TITEN N0, 2-3/4• MIN EMBED. INN 6• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-2059/16- TRACK BOLT AND 1/4-20 HEX H TRACK dRFM (11NI'AFTF MONNTNC 11FT111 O . No.77945 WZ O' fO'• STAB pF _: l S10NA\- \\\ V MIN 2 x 4 SPF (0.0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/16' LAG STUD1 EW OR% 1-9/3 TiT1 1-9/3((2• EL//9E))D 94 CENTER OF JAMB BRACKET LOCATTIION JAMB BRACKET 1 4-208/16• ACX BOLT AND 1/4-20 HEX N TRACK O61F['T nl1Of1 MOLNTINK. OFTAII MAY a2O Re CFR LAC FASTENER JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 6/15/17 ORAWTNG PART N0. REV. 324620 P16 1/2/2018 Florida Building Code Online l'.s + •O` V,iIAi:AJ 0 '' '; i^y%YIG u BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall BCIS Site Map Links Sear. Fblida Product ApprovalaDrUSER: Public User r Product Approval Menu > Product or Application Search > Application List > Application Detail fY Category• Subcategory r `L r}'SF'• •: Compliance Method r. Application Type s, • Code Version Application Status r•'• Quality Assurance Entity 1, Quality Assurance Contrail Expiration Date r,4• Validated By Comments 4. N• "w'. I.-. Archived Certificate of Independence 6 t ,yrs•.. iy;: ' Product Manufacturer Address/Phone/Email 1 ; ,•t '. r d•1t 1 Authorized Signature 4 Technical Representative r fsjjjyyy''• -'ja Address/Phone/Email b Equivalence of Product Standards Certified By Quality Assurance Representative jr;y+i • • Address/Phone/Email fY Category• Subcategory r `L r}'SF'• •: Compliance Method FL19715-R3 Revision 2017 Approved W Silver Line Building Products Corp. One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on 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 7 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden 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 1 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 r. Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contrail Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 1 ; ,•t '. r d•1t 1 4' b Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved W Silver Line Building Products Corp. One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on 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 7 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden 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 1 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 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.ndf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries'2 ng a Hung Txtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.Odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II WD011 SS 2017-06-14.ndf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.r)df Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes B^`k Next• The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: En®PAR d®- a Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 p TALLATION NOTES. ONE (1) INSTALLATION ANCHOR IS REQUIRED, AT EACH ANCHOR LOCATION I SHOWN. THE NUMBER Of INSTALLATION ANCHORS 0E ICTl0 IS TME MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE UMO. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF J:I/2 INCH THE DEPICTED, LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONVOERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3AB INCH. SHIM WHERE SPACE OF U16 INCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER f. FW INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE 88 WOOD e SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF U A NT j LENGTH TO ACHIEVE 2-1/2 INCH MINIMUM EMBEDMENT INTO WOOD T; SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN, 3AB• EDGE OHSTANCE. rL FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE as SELFTAPPINISCIk OFSUfFIpfMLENGTH ToACHIEVE AMINIMUMOF3 M Al N YIFiLT(SN BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3A8' EDGE DISTANCE d 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE a -IO WOOD, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I-IAIN04 PMINIMUM EMBEDMENT INTO WOOD SUBSTRATE B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO I.r CONCRETE/MASONRY, OR DIRECTLY INTO CONOWWMASONRY, USE 3116 INCJ4 Q( DIAMETER RTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-2/4 INCH MINIMUM EMBEDMENT, INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE IIyVIX DISTANCE. L 9. 7tOUGN fUNIC INSTALLATION: FOR INSTALLATION INTO METAL STUD USE F10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM f O HRtAol.PENETRATION BEYOND METAL WALL. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEEIL AND SIDING. J,11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE AIDE OF I• CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 1 COATING. ti I2. FOR HOLLOW BLOCK AND GROUT FILLEO BLOCK• 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE O MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK. 43. INSTALLATION ANCHORS SHALL BE INSTALLED, IN ACCORDANCE WITH ANCHOR i MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BY INC ANCHOR MANUFACTURER, 14. INSTALLATION ANCHOR CAPACITIES FOR PROOVCFS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES. A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PU I] C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF MOO PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF MOO PSI. Il 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO•ASTM C-90 WITH 1 MINIMUM COMPRESSIVE STRENGTH Of 2000 PSL 1; E.STEEL - MINIMUM YIELD STRENGTH Of 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MR. (0.0476' NH 15 GAUGE). MIN. 1/Z' EDGE DISTANCE. 1 F. ALUMINUM- MINIMUM ALLOY 6063.75. MINIMUM WALL THICKNESS Of 1 l/16'. MIN. 1/2' EOGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MAHUFACTUREO TO COMPLY WITH THE 6TH COITION FLORIDA BUILDING CODE (FOC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. M,MAI WOMA/CSA 101/ISXA440-WW1 2. ADEQUACY OF TINE EXISTING STRUCTURAL CONCRETE/MASONRY. ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED, PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX SUM (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED, HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OEfAJLEO HEREIN, A LICENSED, ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON14NKZ AREAS, IN HVLLZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAAU-0AOE REX OR ANI. S. APPROVED IMPAR PROTECTIVE ITEM K REQUIRED, ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE GTN COITION FIC. WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEO OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCHARTS. SEE SHEET G FOR G"NG DETAILS, MAX OVERALL SIZE WIDTH HEIGHTIGH TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L U45TAU ATION 6 GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAA FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZSNf DETATL MAX OVERALL SIZE WIDTH HEIGHTIGH DESIGN PRESSURE MISSILE IMPACTRATING 36' 94• CIA 35 / •35 PSF NON IMPACT 36' 66' 0/X 50 / •50 PSF NON IMPACT 36' 74' CIA 50 / -50 PSF NON IMPAR 38' 7T O/X 35 / •35 PSF NON IMPACT 44• 62' O/X 50 / 050 PSF NON IMPACT 4B' 7T CIA 35 / -35 P$F NON IMPACT 48' 84' O/X 20 / -20 PSF NON IMPAR 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 83.75 O/X (ORIEL) 35 / -35 PSF NON IMPACT A6' ORIEL) 20 / -20 PSF NON IMPAR72'0/X•O/X 35/-35PSF NON IMPAR72'O/XO/X 35 / -35 PSF NON IMPAR76'O/XO/X 496"0/x 50/.50PSF NON IMPAR76'O/XO/X 50 / -50 PSF NON IMPACT 76'O/XO/X 25 / -25 PSF NON IMPAR 60' 74• O/XO/X 35 / -35 PSF NON IMPAR 96' 74' O/XO/X 30 / -30 PSF NON IMPAR LOB' 62' O/X-C/XO/X 50/ •50 PSF NON IMPACT LOB' 72' O/X-O/X-O/X 50 / •50 PSF NON IMPACT 106' 64' O/X-O/X-O/X 25 / •25 PSF NON IMPACT rSilverLine I Ander w• 1An e4w.ro44N 014 sLLvMv410114 M0.1M s"swIM KJ` w90: NHm«3-35- 00 D I -c' ;z z00; 3:-, 5 XX1' 1' 2 1bz O 01 0'y "fwd 67 Hwff" F. ".w PJi S W 00.0 2 o 101,1SSon 1611 aaN W FL#: FL19715 SHEET; 1 OF 6 MAX HEI6 MAX. FRAME WIDTH 48• etmmF<111 F S Cr 4 02 FRAME RT 96' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH W e E s f 5 4 MAX FRAME HEIGHT 74• F S 4 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL Z90 AM RATINGS. TIAW UNIT CONFIGURATIONS MAX HEIS MAX FRAN HEIGHT 9! MAX FRAME WLDTH 48' ELEVATION SINGLE HUNG ORIEL W W OOw MAY PDAM0 M02 i F S 4 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL Z90 AM RATINGS. TIAW UNIT CONFIGURATIONS MAX HEIS MAX FRAN HEIGHT 9! MAX FRAME WLDTH 48' ELEVATION SINGLE HUNG ORIEL W W OOw MAY PDAM0 s ELEVATION TRIPLE SINGLE HUNG WINDOW SilverUne UArldersen 014 calm" aum io.m.uncwtc., w arxie M pfy.lYil100 0 r 4ll yl m GoJ U. I y2 0002 2 OF 6 10 i s ELEVATION TRIPLE SINGLE HUNG WINDOW SilverUne UArldersen 014 calm" aum io.m.uncwtc., w arxie M pfy.lYil100 0 r 4ll yl m GoJ U. I y2 0002 2 OF 6 10 Ir MAX O.C. r MAX FROM 4 1/r MAX CORNERS I I O.C. 4 v2• N O.C. Elm MAX. FROMF J u• MAX O.C. CORNERS I Ir MAX O.C. r MAX FROM 4 1/r MAX CORNERS I I O.C. 4 v2• N O.C. r MAX FROM Elm CORNERS r MAX FROM CORNERS 2 -MAXIPaTc. .K'ZTS..TW3 FF FROMgSMLK-Nol RM^AX roC T.aIAM. APO 5U CORNERS ANCHOR LAYOUT NAIL AN - SINGLE HUNG WINDOW MAK FROM 20' MAX COO RNERS 0A 6• MAX FROM 20' O.C. L W MAXMFROM L 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINOOW 16L 4 112*AXM. 1 1 O.C. ANCHOR LAYOUT WNAILFIN • TWIN SINGLE HUNG NOOW CORNERS 1 MAX 6• MAX FROM CORNERS r MAX --•- —{ FROM 1 r I 6• MAX CORNERS O.C. 6• MA O.0 IMAX I I 6• MAX FROM 1 Fes"-- O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINOOW G•X FROM J 12' MAX. IxCORNERS O.C. 1611 ANCHOR STRAP FROMP/N 50.2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW IVB ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 6• MAX FROM CORNERS r MAX --•- —{ FROM 1 r I 6• MAX CORNERS O.C. 6• MA O.0 IMAX I I 6• MAX FROM 1 Fes"-- O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINOOW G•X FROM J 12' MAX. IxCORNERS O.C. 1611 ANCHOR STRAP FROMP/N 50.2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW IVB ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 ANCHOR STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne L,.Ands ren 971Joe+•ooea• aPl' SaW-LIF E Cam PoeT.. uw:calci w orae M (w) os-= Z^ o NZ' z o0c= N S W GLL QQ J L W. vs < Z co W `Z 1• Q.<.m N UA cc UA G z w 9wmeZ & WGa40 C v H o c N N m J O < vJ m H o Z LLJ° C h G GUJw F5 o j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 j//111I111LL` R 1 N Z Y 3 $ Zv= h0 N6 #: SW0002 4EET: 3 OF 6 CONCRETE/ MASONRY 11/2' MIN. BY OTHERS EMBEDMENT SIlverndelne CAULK BETWEEN t sen CONCRETE/ MASONRY 6 ZX ..... WOOD BUCK BY OTHERS s 2X W000 BUCK BY OTHERS ... ; SEE SHEET 6FOR CONNECTION DETAILS.. ....... 3/8'MIN. oc:avtaurtarvc rloaT+ W[K W o oo: f ED" DIST. 9 WOOD SCREW INSTALLATION ANCHOR rltl u.uoo 3p G i y SEXTERIBYOFTTHHERS_ i/4• 1/4' MAX MIN.3/$'EDGE DISTANCE MAX. a. PERIMETER , SHIM SPACESEALAN SHIM SPACE S2 a n 3 Q v UNIT BY OTHERS \ / SASH REINFORCING W j o v cHEIGHTEXTERIORINTERIORSEESHEET6FORREQUIREMENTSMIN. 3 THREADS amu' _ ^ W r o m SEE 6LAIING ' pETAILSHEET6 PENETRATION BEYOND METAL STRUCTURE j < W VI cWc m W c z S0.Q' SELF• TAPPING DETAIL SHESEE ET6 INTERIOR 8 GR. 5 SCREW q dINSTALLATIONANCHOR aMETALSTUDBYOTHERS, SEE SHEET 1 INSTALLATION g VERTICAL SECTION NOTE 14 m Q MEAD-2%WOOD BUCK EXTERIOR FINISH NAIL iW BY OTHERS W SEE GLAZING EXTERIOR PERIMETER SEALANT O op OETAM, SHEET 6 BY OTHERS f•-i O O.A. v EXTERIOR INTERIOR WIDTH u- ZOO.A. • UNIT HEIGHT Wp W PEI T l C HORIZONTAL SECTIONSEALANT BY OTHERS 1/4' MAX. 4 JAMB • METAL STUD EXTERIOR FINISH SHIM SPACE NAIL FIN BY OTHERS 77 fJ8 W000 SCREW 6 INSTAL.LATIONANCHOR X W000 BUCK BY OTHERS 3/8' MIN. EWDIST. tij . S SEE SHEET 6 FO ° CONNECTION DETAILS p' a F TZ :' 3 d CAULK BETWEEN CONCRETE/ MASONRY Pa.ii ONCRETE/ MASONRY 6 ZX I J/r MIN. BY OTHERS I J I I1 WOOD BUCK BY OTHERS EMBEDMENT u> m N Z t x j q VERTICAL SECTION po p 2 NZ 4 slu - 2X w000 eucx o5NAILFIN W OQ0 2 SHEET: 4 OF L 30 WOOD SCREW-, INSTALLATION ANCHOR CONCRETE/ MASONRY + . BY OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS ".'.'........ TEXTERIORFINISH PERIMETER SEALANT _ BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 3/4' MIN. EDGE OISTANCE 2X WOOD BUCK/STUD BY OTHERS EE SHEET 6 FOR V4• MX.A CONNECTION DETAILS SHIM SPACE a SASH REINFORCING 4 SEE SHEET 6 FOR REQUIREMENTS 5EE GLAZING 11/2' Milt' OETAIR• SHEET 6 EMBEDMENT INTERIOR F 1/4'MAX. SHIM SPACE INTERIOR E1 VERTICAL SECTION HEAD -2X WOODBUO( THROUGH FRAME SEE 6LA23W DETAIL. SHEET 6 EXTERIOR INTERIOR ANCH TRIPLE EXTERIOR FINISH \ BY OTHERS a PRECAST SIU BY OTHERS 3/16' ITW TAPCON . INSTALLATION ANCHOR a • 1`3/4' MIN. ° . EDGE DISTANCE VERTICAL SECTION S ETSIM-CONCRE/MASONRY THROUGH FRAME EXTERIOR 0A UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 tIMETER SEALANT OTHERS HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUO OR APPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED 2.0000- 2 0000TOACCOMOOATE014DIA. 0.500 0.0620 0. ) CET I L Tv 0.7500(2)l13.0000(2) 6,0000 INSTALLATION ANCHORS 1 I/V MIN. FROM ANCHOR STRAP TO EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. 5EE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF-DRML.D G SCREWS, 6R, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE OISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEOMENT, MIN. 1' EDGE DISTANCE. SilverLine Iw jndeis+ K's ruoc ra•0000• oa ea.[aat aln mmr 86vN6WIR W OMat 2^ 83 v p ~7. t'8 z O M n -m W C l!1W V y m m W o NZ a DWG tt: SWD002 SHEET: 5 OF 6 OR STRAP. AT TWIN 6 CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT P/N SO -2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ . TERPERIMESEALA By OTHERS 1/4' MAX. SHIM SPA I EXTERIOR FINISH \ BY OTHERS a PRECAST SIU BY OTHERS 3/16' ITW TAPCON . INSTALLATION ANCHOR a • 1`3/4' MIN. ° . EDGE DISTANCE VERTICAL SECTION S ETSIM-CONCRE/MASONRY THROUGH FRAME EXTERIOR 0A UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 tIMETER SEALANT OTHERS HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUO OR APPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED 2.0000- 2 0000TOACCOMOOATE014DIA. 0.500 0.0620 0. ) CET I L Tv 0.7500(2)l13.0000(2) 6,0000 INSTALLATION ANCHORS 1 I/V MIN. FROM ANCHOR STRAP TO EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. 5EE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF-DRML.D G SCREWS, 6R, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE OISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEOMENT, MIN. 1' EDGE DISTANCE. SilverLine Iw jndeis+ K's ruoc ra•0000• oa ea.[aat aln mmr 86vN6WIR W OMat 2^ 83 v p ~7. t'8 z O M n -m W C l!1W V y m m W o NZ a DWG tt: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCD46 SEE BELOW FOR ft -INF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULUON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATIN6S: 48 X 72, (O/X), OE5IGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 PSF 1 r - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINSS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 . GLASS LOAD RESISTANCE. SilverVn2 6./nQersw 44y'4.4404• G4 bmwftlw art TM M.»us.aoo GLAZING DETAIL 1 NOTE, L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN t• MIN. CENTER To CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 75 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS l6• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4' MIN. EMBEDMENT;j 1 i/2• MIN. EDGE DISTANCE r MM EDGE \ DISTANCE ` Co NCRE1'E/ MASONRY BY OTHERS 8VCK INSTALLATION DETAIL w c i P fil l$ , co 3 0 ow6 4: SW0002 SHEET: 6 OF 6 51$'OA. I.G. GLASS d Yt lam 3 s o Q Z ^ 4• '•' t i ^ Z QX N pEXTERIOR // INTERIOR i No.. G v i is I O W M m C! < m 1\ MIN. GLASS BITE 1/rO W 7 C d? j G` Szco 1/8' SETTING BLOCK F' 3 W a GLAZING DETAIL 1 NOTE, L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN t• MIN. CENTER To CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 75 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS l6• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4' MIN. EMBEDMENT;j 1 i/2• MIN. EDGE DISTANCE r MM EDGE \ DISTANCE ` Co NCRE1'E/ MASONRY BY OTHERS 8VCK INSTALLATION DETAIL w c i P fil l$ , co 3 0 ow6 4: SW0002 SHEET: 6 OF 6 J BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21.54:09 -04'00' F. 0. 7 1Z._ o• TT = s'ONA1- Hermes o, P.E. Florida No. 73778 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 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 6" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\) 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/HaIIMark 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 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2018 Florida Building Code Online 1.:k71tA1'it7E'i c o r o - ' • - ',, , SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. pr iil Product Approval Fb USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail pf';•i', Jl' Authorized Signature FL # i`t • ' ApplicationA TypePP • YD Code Version Address/Phone/Email yl+.; r''s Application Status yyJII• Comments y=n'' ;+I: f •,:;.? : ! Quality Assurance Representative i Archived1.F., ••i a ,:a:+ t Product Manufacturer Subcategory t .:_ ; ::' Address/Phone/Email pf';•i', Jl' Authorized Signature Technical Representative Address/Phone/Email yl+.; r''s Ill(_ 'L .. L y=n'' ;+I: f •,:;.? : ! Quality Assurance Representative Add ress/Phone/Email a ,:a:+ t Category Subcategory r •,•. ,, tel , , , Compliance Method i, Vii+ . r: `" ' Florida Engineer or Architect Name who developed the Evaluation Report 11 r .• •=_ Florida License Quality Assurance Entity Assurance Contract Expiration Date i VaQuality lidated By Certificate of Independence Referenced Standard and Year (of Standard) a - Equivalence of Product Standards J•i>., S ` ' Certified By y;:.;.. Sections from the Code Product Approval Method FL12194-R6 Revision 2017 Approved N Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden Validation Checklist - Hardcopy Received Standard Year AAMA 1402 2009 Method 1 Option D https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 FLrit s Model"•Ntimber,'or¢iVaine ,Descriptions , 4 ; 2;8; ; ' 'Jr. >.' . 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 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.od 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.Ddf Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Coovriaht 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 wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen; under Chapter 455, F.S., please click here_. Product Approval Accepts: M®® Credit Card Safe https:lAwww.floridabuilding.org/pr/piapp_dti.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 6'rm EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC 15001.3 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 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/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 panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FI -12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R 9i '. QG • , G E•N SF • FiT '• No 74021 CC p :• STATE OF 44/ O, n•A, O N A, CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04100' 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 13— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —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 1 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit —8 -inch o.c. Fastener Location if- Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel 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-# I Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x. 0072 -inch dia. x min. 3/1612F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 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 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lapAnellp head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. No. Width psi Substrate Substrate F -Channel Attachment 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 X48 Wood 16 -inch 0.072 -inch diameter finishing nail with min. 3/16- pattern spaced 24- screw spaced 16 -inch o.c. 12 -inch spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 4 -inch o.c. and securing each inch head spaced inch o.c. connecting soffit to J -channel inch o.c. panel lap Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch O.C. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4- 27 16F-4 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 24 -inch o.c. spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced 31.4 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 4 -inch 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond patternWood o.c. and securing each panel finishing nail with min. 3/16- 143.3 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. ALC 15001.3 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. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nailchinchail 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 rafter with one Wood lleg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1 75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. f80/-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 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 psf) Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /.- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. ISG" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail PLES ' `, SOFFIT STAPLE 3/4• x 1/4- OPEN RAFTER DIAMOND PATTERN L-13MT D ETAI LCROWNSTAPLES USING A DIAMONDJ A PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWNFACIA 8' BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAZI PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCCAPINSTALLEDWITHTHEO.C. NAIUNG FIANCE UP OR 13/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max • 12 -inch span W000 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN WAFTER n ` SOFFIT STAPLE GIST I DIAMOND I DETAIL PATTERN FACIA BOARD vs• crvooHi r.n.0 i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4' X 1/4- CROWNCIA 1— CHANNEL BOARD STAPLE W ON CENTER 1_3/4• TRIM NAIL 4S.S. Pscrewedtosoffit with one(1)R8x PAINTED S.S. 48 FASCIA CAP 1/2' x 3/8• head screw, O.C. diameter X 1/4- 16• o. c . WN STAPLE SOFFIT—max. 12 -inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE O ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT OPEN RAFTER 1'4. CROWN STAPLE FASCIA BOARD 116A S/!r 14U 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA OETAO. F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 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. 11:" 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, Concrete or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 Page 5 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 2-1111' `, SOFFIT STAPLE 3/4' x 1/4• OPEN RAFTER L ' DIAMOND PATTERN DETAILCROWNsraPLEs1 USING A DIAMOND PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN 8. FACIA BOARD 1-3/4' TRIM NAILSTAPLEONCENTER 3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48• FASCIA CAP NAILING FLANGE UP OR O.C. 3/4- X 1/4 - DOWN CROWN STAPLE SOFFIT -max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA ir DETAIL ALC 15001.3 FL12194-R6 Page 6 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 NAILFASCIA BOARD PAINTED S.S. —\ FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIABOARD I -J, CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAILPATTERN; REFER TO 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL fS CAP. REFER / \ lo TOOSOFFITFIT t FASCIA OETAR F' CHANNEL SOFFIT; MAX. 16' SPAN W \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CNANNEL 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT—max. 16 -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n `, SOFFIT STAPLE DIAMOND PATTERN DETAILI FACIA BOARD yr ¢tvM i 1 nOJUS , FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L ALC 15001.3 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 jj' TRW MAIC FASCIA BOARD PAINTED S.S. Pa}' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO 1-.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETA0. 1 I' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 I--- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA \ OETA0. L Nominal Pat' STP T Batten Anchored to SOFFIT; MAX. 24' I I I 3 6 F-CMANNEI Rafters vitA one id Ring Shank wait at every Rafter I W000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 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' TRW NAIL FASCIA BOARD PAINTED S.S. 1. SMOOTH SHANK FASCIA CAP ROOF NAILS E: SOFFIT 1'y1' CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FAS Nominal 1'Y STPNominal Batten Anchored to SOFFIT; MAX. 24- F -CHANNEL Rafters with one Td Ring Shank Nal at every Rafter WOOD SUBSTRATE ALC15001 3 FL12194-R6 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 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 111' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T -NAILS FASCIA CAP SOFFIT I'e!' CROWN STAPLE I;' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 2417-6 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal mr SYP Batten Anchored to SOFFIT; MAx. 214' F -CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC 15001.3 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 I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'xS' CROWN STAPLES FASCIA CAP USING A DIAMOND SOFf1T PATTERN: REFER TO CANTILEVERED I el CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN OETA0. FASCIA BOARD SOFFIT & FASCIA I i TRIM NAIL PAINTED S.S. DETAIL 24J-1 1-r2' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA Nominal 1' x r SVP baNero DETAIL e8 ae0between and SOFFIT: MAl(.2L' 3/8 1 -CHANNEL 1)?dsecuracuredwithone (1) 7tl ring Ishanknailstraight-nalted through the rofler Into the end W000 SUBSTRATE of the batten or two (2) 70 ring stlank nods too4aded on either side of an bottom at the batlenhaRer mtersecbon SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 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. Vu,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 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 ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) HeRoofft 120 130 140 150 160 170 180 190 igt20 200 Enclosed 4 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 1 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 r60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 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 ALC 15001.3 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. Design-, Wind Pressures'for,Soffits in -Ex osure.0 : , Building. Type Zone' Mean*';a Basic Wind Speed mph) Roof; ; 130 : :• 140.. ' ' 150 :. .160.. 170- 180 190Heihtft+ e 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 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 2045 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 ALC 15001.3 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 ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed mph) HeR htfft 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 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" — 1/8" HEM T -T 3/4" 3/8* ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Pagel of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 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 ALUMINUM COILS, INC Soffits Appendix D o 25, nv 0. 12V rn 18' BLANK 3 / 8 PROFILE zvs o 0000 0000 00000 aoa 00000 aaao ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/e" oWT" o 12V ivv 13.75" BLANK 3/8" PROFILE IYV W aaoo 00000 0000 aoaoo 0000 ENO OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001 3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 Ranels 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 W/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. le i No 74021 • cc = C>:• STATE OF FS; • O R 10 • N, . 1' fS; 0 N A' 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 13— 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 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 (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location II 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 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8 -inch o.c. Fastener Location If- Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel 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-9 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 Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x 0072 -inch dia. x min. 3/16- 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0 072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head diatrip nail spaced 48- 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 8 -inch o.c. 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width pso psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/ crown staple 0 072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. aced 8 -inch o.c. spaced head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch O.C. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long. x 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 25.6 inch o.c. o.c spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 23.5 16F-5 Max Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min 3/16- 143.3 spaced 16 -inch o.c. inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x 23.5 16J-1 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 spaced 24 -inch o.c. nail spaced 48 -inch o.c ALC15001 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ringinch One (1) min. 1.75 -inch i o.c. 3/16 -inch head spaced spaced 16 -inch o c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 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 rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -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. ALC 15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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 psi Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. ailailshanknail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o c. One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0 072 -inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16 inch 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. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Batten J -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed through the rafter 12 -inch o.c. securing each panel One (1) min. 1.75 -inch anchored to ga.114-inch crown into the end of the lap One (1) 18 ga. /. - x 0.072 -inch diameter 24J-1 Max. rafter with one x 1 -inch leg batten or two (2) Wood inch crown x 1 -inch finishing nail with min. t60 12 -inch min. 2.25- staples in diamond min. 2.25 -inch x 7d One (1) min. 1.75- leg staple spaced 3/16 -inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072 -inch 8 -inch o.c. 12 -inch o.c. shank nail inch o.c. nailed on either side diameter finishing24 -inch o.c. of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16 -inch o.c. One (1) 18 ga. 'h - One (1) min. 1.75 -inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1 -inch x 0.072 -inch diameter 24J-2 Max. 16 -inch rafter with one 1) min. 2.25- x 1 -inch leg staples in diamond batten or two (2) lap Wood leg staple spaced 8 -inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16 -inch head spaced 16 -inch o.c. shank nail inch o.c. nailed on either side inch x 0.072 -inch lap 24 -inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 8 12F-3 Min. 3/8" head dia. nail with min. 1)G" 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) F" CHANNEL Wood, Concrete or Block w FASCIA LIP 1/4" 11TUR 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 ALC 15001.3 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 nAPUES `\ SOFFIT STAPLE OPEN RAFTER A 'DIAMOND PATTERN I ; D ETAI L3/4" X 1/4- LjCROWNSTAPLES \\ IUVCDI AUSINGADIAMONDsrwisi PATTERN FACIA BOARD i FASCIA CAP 12F-2 FACIA BOARD3/4" X 1/4" CROWNSTAPLE "8" 1-3/4' TRIM NAILONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLED WITH THE D.C. NAILING FLANGE UP OR3/4' X 1/4' GOWN CROWN STAPLE SOFFIT- max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 FI -12194-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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 1/0' KrWTW` SOFFIT STAPLE DIST DIAMOND 1 I DETAIL PATTERN FACIA BOARD ST S 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA 8' 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER JTRIMML PscrewedtoeolfitPAINTEDone(1) b8 x S.S. 48' with FASCIA CAP 1/2' x 3/8" head diameter screw, O.C. 3/4' X 1/4' 16" o.c. CROWN STAPLE SOFFIT—max. 12 -inch span S W000 OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I !' TRIM MAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT- 1FASCIA SOFFIT I-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N61S/rWU 16F-1 SOFFIT & 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 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 Min. 3/8" head dia. nail with min. 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 ALC 15001.3 FI -12194-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 3/4• x 1/4' OPEN RAFTER; DIAMOND PATTERN L D ETAI L CROWN STAPLES USING A DIAMOND i sr,wcs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWNJTRIMMLFACIA 8' BOARO 1-3 STAPLE ON CENTER 1-3/4' TRIM NAIL PAINF'CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAP WITH THE OCFASCIA NMUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16 -inch span WOOD SOF SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 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 11- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'xt' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL S CAP: REFER TO SOFFITTOFIT 1 FASCIA F' CHANNEL DETAIL SOFFIT: MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 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 3/V R^V ` SOFFIT STAPLE DIST 1L s DIAMOND 1 D ETAI L PATTERN FACIA BOARD ve atvm i STAP C3 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4- X 1/4- CROWNFACIA 8. 1NEL BOARD 1-3/4- TRIM NA1L STAPLE ON CENTER JS.S. PPAINTEDS.S. 48' FASCIA CAP O.C. 3/4- X 1/4- caowN sTAPLE SOFFIT -max. 16 -inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL 11111 BOARD PAOITEO S.S. ra}' CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMONO PATTERN; REFER TO I'el' CROWN STAPLE SOFFIT STAPLE OtAMONO PATTERN DETAIL 1 TRIM NAIL FASCIA BOARO PAINTEO S.S. SOFFIT 8 FASCIA 24F-1 8 DETAIL 24F-4 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT l FASCIA / \ DETAIL _ Nominal rah' STP I 3/8. 1 Batten Anchored to SOFFIT; MAX. 24' If -CHANNEL Rafters with one Td Ring Shank Nail at every Rafter MOOD SUBSTRATE \ SOFFIT STAPLE OIAMONO PATTERN ALC 15001.3 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- TRW NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1-ef- CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1--I- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OE TAIL Nominal 1-aY STP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Ratters vilh one Td Ring Shank Nae at every Qatttf WOOD SUBSTRATE ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T -NAILS FASCIA CAP SOFFITI I'et' CROWN STAPLE 1 t' TRIM NAR FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA OETAIL 2417-3 & 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominat 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Rafters with one 7d Ring Shank Had at every Rafter MASONRY ALC 15001.3 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 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1's)1' CROWN FASCIA (AP STAPLES FFSOIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA0. JI FASCIA BOARD 10, SOFFIT & FASCIA 1 f' TRIM NAIL Pa1NTEo S.S. DETAIL 24J- 8 1.4. CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA 7 DETAIL NOMnsI 1' r SVP battens uabbetl betweenarw SOFFIT; MAX. 24" 1 -CHANNEL secured with one (t)1) 7d Ttl mp IIshankhalleValOht•naaetl Ithroughtherafterofttheend WOOD SUBSTRATE of the batten or two (2) 74 ring stank nails tae-naaed on either aide of the baflem at the batt"raner intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) FieR htfft 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 r60 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 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) HeR hof ft 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 1 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed mph) Heiglht Roof( ft) 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 1 -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" JI -Channel 3/4" 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/E' PROFCE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/e" HEM E 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 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 ALUMINUM COILS, INC Soffits Appendix D 02VTW o 12r r" 18' BLANK 3 / 8 PROFILE o 0000 00 000aa 0000 . 00000 0000 ALC 15001.3 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 12" T4 Soffit ALUMINUM COILS, INC Softs Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE snsW ooa 000aa 0000 00000 aaao END OF REPORT ALC 15001.3 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. 1/2/1018 Florida Building Code Online OA PA ,'IIIBusiness8tProfessional , 9010 n 1111 1r oesn'nwE Atouiwetr! oern oir si0rh carr. SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear dbFbrdpr a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D file:///C:/Use rs/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%20Code%200nline. html Year 2016 2010 2011 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 Florida Building Code Online 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 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes BaCkM Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mad. 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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-Ri3 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6t" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florido DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not some as an electronically signed 4!/nn.rrri 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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 6`h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: 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 OSNK07049 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 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (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 3532.09.05-1133 Certificate oJAuthori:otion #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 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 Shangleo, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark"' Premium, Landmark"" TL, Landmark "A 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 TV" and Presidential Solaris"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. 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,,d = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (VI, = 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 5olorisr") exceeds the calculated uplift force (FT) at a •maximum design wind speed Of V,,d = 150 mph (V„I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 22 0 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4C 4Ti20TM""" 25.. XtTTM' 0."" 0 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" mm) 305 mm) (305 mm) --j t( 3105 25mm) Selant 1"(25mm)-( 5 s/e" (145 mm15r/?"P6Mt*v T METRIC 1" (25 mm) lant 1" (25 mm«( Sealant )- L 6 u/0.. Figura; 1/ 3. Usefour nailsfor every fui/ sbin#a STEEP SLOPE Use four rayls and six spots of asphalt roofing cement• for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Dupe If is suggested. I - - Rooling Cement Apply 1" (25 mm) spots of asphall roolrng cement under each lab corner. Figure 11-4: Use four nails mrd sir spots ofaspbatt cement on sleep skpac CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20' ", )Mm 25, )WO 30, XT" 301R: Cut Shingles 25 mm) 1— 1MShiopgle 1-2" (50 mm) Remove, Ifi—-- 212" Cap305 mm) Shingle1 Figure 11-29: Cul tabs, then trim back to make cup sbingfes Englisb diuuuensions sbomn). 5„12..( Min) ------- ' Fast` 125 mm) — `%S carol 5518 shy aaQ l`5 t? os N°jpOo 0 Figure 11-25: InstaUalion of -ps atong the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPIM” adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthoriratlon #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.S 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every hill shingle loc: ied :u shown helow. I'M —) I • (25 —) -- Had Line ' Nail Had Line , Fienre Z: Cse sia• nai/s fior cr err.r/l xbit{tile. QOTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spols of asphalt roofing cement for every full shingle as shown below.. Apply asphalt roofing cemun 1'(25 min) from edge of shingle. Asph:di roofing cemeni meeting ILMI 1) 4586 Type II is suggL-,icd. Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest'" IR 25nn) I•(25mn) Ea Uc, Fleury 3: Ise sir nails and furir sIvis of aapGnU roufine curnenl on sleep slows. Use two (2), minimum 1'/. -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line'/, to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. or Z203MM) wl_ Hand -sealing adhesive 4- 1/4- 3/4" 1/4" 3/4" — I 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate o/Authoriiotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. SW (16 imd o Mddtaal rods d 24uiemd. 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. 210 Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. Option 2: For Belmont®: Shangle® Ridge Figure 17-18: Sbangle' Ridge. Remove tapeExposure from the right side 1' ; ` g• and fasten j SECOND Fasten the I . left side 85/8 - RIGHT FIRST / LEFT Figure 17-19• /nstallallon of.SbangleO Ridge sbingles on b/ps and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic• NP1114" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate o/Authoriration M03 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 1 l1441l o Mddtaal rods d 24uiemd. 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. 210 Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. Option 2: For Belmont®: Shangle® Ridge Figure 17-18: Sbangle' Ridge. Remove tapeExposure from the right side 1' ; ` g• and fasten j SECOND Fasten the I . left side 85/8 - RIGHT FIRST / LEFT Figure 17-19• /nstallallon of.SbangleO Ridge sbingles on b/ps and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic• NP1114" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate o/Authoriration M03 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 QOTRINITYIERD LOW AND STEEP SLOPE STANDARD SLOPE Ilse seven nails and iltme spots of asphalt roofing cement for every Use five nails for every full Shingle. hdl Grand Manor Shangle. Use five nails and three spots of asphah 305 mm) - roofing cement for every full Carriage Holm Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from tdge of shingle Figtuo 17.5). Asphalt roofing cement mee•Iing &I'm D458611Tx: II is suggested. 25 mm) (25 mm) t tn" 5B" 85m, 38 mm) 16 mm) (220 mm) t•• OF less x-(25 Imm) (25 mm) ti1 Figure 17-d•Usefttr.nallrforeveryjtu Grand,ItanorSbangle, 85k. Carriage House Sbangle. or Cenlennial Slate. t 6 mmtl (220 mm) Mom Figure 17.5: Wbea instafthig Grand .1tanor Sbangim ou steep slopes, use set an nails and three spots ofespbalt roofing cement. 6.7.1 Hip & Ridge for Carrialte House Shan¢le® and Grand Manor Shan¢le: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)—I--(375 mm)—i—(305 mm) --i usrosrwnrarr L I--1" (25 mm) Release Tape 1"(25 mm) -I f Nailable7 Atea LANDMARK TL NorthGate: 13th" 13" 13'/2" 1--(343 mm) - --(330 mm)—I--(343 mm) --j I--1"(25 mm) 1" (25 mm) -I - FA m FA F//1 Figure 13.4. Use four nails for ereo• j llsbingle. WIDE Na l 0 12 14 3t1' lr AREA I+- 4305 mm) +— (375 mm) 305 mm) - Nailtg Limits 1' (25 mm) L w nall Ins L(25 mm) nall Ins ti1 rr. r• Mom Nanny areas for low and standard slopes (from 2:12 to 21:12) Nal bet~ upper 6 bier Ines as shown above. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R32 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and (our spots of asphalt roofing cement for every Full laminated shingle. See below Asphalt roofing cement should meet ASTA1 D45861Vpe II. Apply I' spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS I-- 12"— 305 mm) WAC-r 1"(25 mm) Nail Area For Steep 25 mm) I---- 143/4" 12 315 mm) (305 mm) arrr.i.rw T 1"(25 mm)- 0.mp Tam. Cement STEEP SLOPE NAILING I.. 25 mm; QOTRINITYIERD LANDMARK TL 131/2" 13" 13'12" 343 mm) (330 mm) (343 mm) 1 "(25 mm) 1 "(25 mm)-•' I I Figure 13.5: Use six nails and jow spots of 450W, roofing cement on sleep slopes NorthGate: 12" 14-3/4" 12' Nailing areas for steep slopes (greater than 21:12) and "StontrioNalling" Nail between lower 2 nal Ones as shown above. 6.8.1 Hip & Ridge for Landmark'". Landmark'" IR, landmark'" Pro. Landmark'" Premium, landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/6 305mm) (250mm) 6 6' 415/16 415/16 150mm)r(150ml) ( 125mm) (125mm) Notch for Nolh for Centering Centering 17 131/4' 7305mm) Neches for Align" o — 1(337mm) \ Notches for Alignment to 5 Lthe Top Edge of the Previous (180mm) the Top Edge of the Previous (196mm) Cap for 5'(125mm)Exposure— Captor 55X (141mm) Exposure — English Dimension Metric Dimension Shadow Ridge' Shadow Ridge"' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 13 1/4' 337 mm) 9 27/32' 250 mm) 4 15/16.1125 mm) :1 NorthGate Ridge QOTRINITYIERD 35MM) I I K Laying Notch I t I I I I Figure 13-20- Use laying nolcbes to center sbinghz on bips and ridges, and to locato the coffect avposura For ASTM D3161, Class F performance use BASF "Sonolastic• NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization 2'9503 62'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 13 1/8" a—{333 mm)- 6 5/8'-N-6 5/8'- 168 mm I 168 mm 1 1 Centering 7Wr 13 1/4' Notch I 1 194 mm) 337 mm) Align (hese notches to top 7 5/ m edge of (t9i mm) r previous course. 1J NorthGate Accessory 35MM) I I K Laying Notch I t I I I I Figure 13-20- Use laying nolcbes to center sbinghz on bips and ridges, and to locato the coffect avposura For ASTM D3161, Class F performance use BASF "Sonolastic• NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization 2'9503 62'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40" Guide Lines (1016 mm) 5114- 133 rrmi) . . . . 14 1/4' 1112' 38rnm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-66.• Fastening Plmskkntfal and Presider;UW TL Shake sbingles on low and skmdard slope& QOTRINITYIERD STEEP SLOPE: For sleep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails in between the nailing guide Wes, apply 4 nabs I' above lab cutouts making certain tabs of overlying shingle coyer nalls. 1 T 1• diameter asphalt fooling cement Figure 16-7: Fastening Hcs&Am1kd and Pw4h*n1W M $bake sbingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'", 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 3j4' 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/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: Figure IS•J. l irslruing llnllems Stir{qfa oil Lou- and Standard .voiles For lee and standard slopes, use fire nails for each full Itatlerus shingle2 shownabove. rigure 13-t rrrtlrrirrg Ifonrros SDIr{e4Y on VrrpMopes For steep slopes, use Ose nails and eight spas of asphalt roofing invent for each Iu1 nattetas shingle as shown sbo%e. Apply I' Mont) diamner spas of roofing temem (ASTM D 4596 7)pe II suggested) under each tab corner. Press shingle Into place, do not expose cement. UIJrION: too much roofing cenem can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14. 18 tbrees piece units separate to make 54 Hatteras Aaessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles r9. 230 MMI) I I I I I I 1---I--- 18,. I 460 mm) Cap Cap Cap CapShingleShinglShingleShingle Figure 15-20.• Cut Hatteras sbingles to make cover cap. Fas e 203 mm} g'18° (460 mm} gosh Figure 15-21: Installation of caps along hips and P**s. 6.10.1.3 For ASTM X3161, Class F performance use BASF "Sonolastic® NPI"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figura 11.3: Uso FIVE nails for emy Nrgbland 3lale sbrngla STEEP SLOPE: Use FIVE nalls and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Nam] -Dade, SLC nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 ape Il B suggested. iDederegwu sa nws (wmb imabd c", Qua a dwan Figure II _U Use Flip nods and eigbl spots ofaspbalt rnofing cmu ml rider e4cb tab corner CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar 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 olAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles, (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use POUR naih for cvm full shingle located as shown below,. 1Fi S relml 61/!131' (25156mm)i 333cro) (SiJ:m) 1333=0 QOTRINITYIERD STEEP SLOPE I'se FOIT nails and 6a1r sl)(As of asphalt roofing cement for every full shingle as shown he -low. Asph:dl rt"Iring ceincnl inwing ASI'A11l 586 Type II is slie}l-,led. Apply 1'(15 inn) s))OLS of asph:Jl rtrofing cenh9n :u %hole=. CAUTION: Iscosirc ti:w of roofing cement can atuse shingles Io blister. 156 =I I •_ O T Rootlny Ctment 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, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2.018 Busin s 8 Professional Regulatiion Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear db a P Product ApprovalooUSER: Public User Product Aporoval 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 TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavmen- final.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezualgOLAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Renort TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.udf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Renort TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: 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: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOV Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and 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 TAMKOV TW Metal and Tile Undedayment 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underiayments 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: 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 Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shln les Roofin Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (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'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ENsc''j'. No 74021 0: O:• STATE OF :1JJ OR1p.•• ;. ESC . CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKOO 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 underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II 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. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO 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: 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All undedayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 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 En& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 01111111/1"1, Pp Y R. G•'GENSF•iP'• No 74021 0. STATE OF ss#ONA O% rrl11 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. 1/2/2018 V X00 • - , o SCIS Home Log In User Registration 4lrl Product ApprovalrUSER: Public User b v iap n Florida Building Code Online Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear. 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 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 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 1) I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,-) Yes D No ' ' N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuild ing. org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgsFgPhXouzz9PGbeVjd ikEkuTrizAU6DFsUcmbpCG3RoA%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 iummary of Products FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 13S Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 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.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.p Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.Ddl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.Ddl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf 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.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes B`"a'ck Neut- 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_dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUembpCG3RoA%3d%3d 2/3 MIAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonmance 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.: 16-0510.28A*A— Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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'/a" aluminum annular ring shank nails. With the first nail l''/." 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'/a" 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 Mwr MADEeouNrir 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 1/2" 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: I. 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 MSm Be. M MS M Gamic_ womm" W MM M 700 SERIES LOUVERED ROOF VENT MSm Be. M MS M Gamic_ womm" W MM M 700 SERIES LOUVERED ROOF VENT a 203 i,5.33 DETAIL B 11,00 - 16..00 ; 750 SERIES LOUVERED ROOF VENT f A.91 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 33 . DETAIL C 11,00— I A-00 t.00— X6.00 750-S SERIES LOUVERED ROOF VENT 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 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: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL Lim ITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B 750 SERIES LOUVERED ROOF VENT I 4.91 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 MIAWDADE COUNTY t 6.00 -- 750-S SERIES LOWERED ROOF VENT 4,9 1 -•- 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 ry71r,•. 1Ji i 15133 i DETAIL D 1 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*%A_ 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 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS L00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'' :' aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMI•DAD; COUNTY 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28QPEeouNTYExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A rasm i i 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 rasm i i 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 i i 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 11.00- 6m 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 I 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 T DETAIL D 11,0{i I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 U q.L SCIS Home I Log In User Registration I Hot Topic Submit Surcharge Stats & Facts Publications FOC Staff BCIS Site Map Unks Search Nr 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Applkatlon Us t > Application Detail 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 CAST -CRETE USA, Inc. Address/Phone/Emall PO Box 24567 Tampa, FL 33623 813)621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC1318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated Date Pending FBC Approval Date Approved 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 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 17-0821.19.0f Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 11 NOA 17-0821.18.0f FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eacic noxi Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSD-187-1WA The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for offldal 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-DADE COUNTYiwo ,PRODUCT' CONTROL SECTION 111318119WDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inyiy.miamidaae.goy/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 A14J (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",61' & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 411, 6" 81: 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.B., dated March 24, 2003, last rovision 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 manufactturees 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. TERMINATIONRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIA 11 OUNTYIDADECExpiration Date: 09/11/2018 Approval Date: 09/28/2017 O JZ 8/111/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No.1+D4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepm-ed by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Cralg Porrino, P.E., dated March 24, 2003, last revision #1 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systeni'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 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4"1 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, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Delails" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTMCATIONS 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 Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1]/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" I 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 Parrtno, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certBeing compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REI). 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. 0' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND rME Ir STUMPS PRESTRESSED CONCRETE LINTELS---- IYPE 0' TOP STEEL L 7. 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Ib 1L4L S. dmttb b dor 9•: +, SEE W IAIM LOAD UPLIFT TASM FOR Law RAW y'l1,'r5.)a• 7ti ROM= 01111 LoJ•:i1:! Y.. CME 1/r QR TV i SSRXL 5 F9W l MAR 12' UMWS 769 GR40 or QM SAFE LOADS FOR 4" SOLID LINTELS 44 -1 -4 -cm UPLIFT TYPE LENGTH 095vgTlY-6' (421 PRECAST 4'-0' (187 PRECAST 4'-•6' (541 PRECAST 769 5'-10'(701 PRECAST 460 6'-6' (781 PRECAST 360 7'-6' (9(') PRECAST 260 9'-4' (1121 PRECAST 156 10-6'(128") PRECM 116 12U8 44-4-- UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-8' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 PRECAST 407 148 6'-6' (7n PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6'(1261 PRECAST 152 43 121`8 121`12 12F16 10) PA - RA (bled ^ •• it) MIMe r w a"w nbm le b booted d the bee.m d UN Mw CA*. : ~;` • { TYPE DESIGNATION i eaumomA /d_uaalm , .^ .; a •C.i' ?j't•'=•+.7 A. euamra idtaaa • r • '- 11 :..c"'C3 .n; ..•': s• a tmeu a tsar e! •`;I' :. :y ' ; e 12f,6'-26/27 •:...,.. . - .. ry em00lWgl il pod O iINan1/ . 1 . ;'-a./T .3'. •r' .;•+' ° •fit .• •' dNIIO las K Ups • yam « ... • • p)mrse tablets w;'i R4:': f i o i(: •' '+i(. l nr. 2. • ' • t• I y j -r. '7'Si.''v.w ., ye,• 1'• i!)'I f • l•••• t-t/r arae . `•': t 'a!L k` u' - : d•., ;=: 4S8 . 4• ( 121`28 121`24 121`20 1`,i' „ ,:: . ,.. F' p• pown tmtimm• t• • ••; t::+ „* r PRODl1CTRRV131iD am=m rtmma' •S• T=' sr r ' : poem f ay,hNda BrwW pto• teseacn owlet @d, . I S ramvs°6 • J• • • • • • • 7I / r((yV`CRAIGPARRR40 e0mkn" -O O • ofA ' .O _/ ., -. lMydmllooDale o / 812 ••• R10+TT"••````VVVV.. 8324CR579 6F32 61`28 61`24 6F20 'q s'SfO...... o SEFRIER. L 33SM N a a a. xwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FUR= o6vas a ouee tet wlwl AarwoAMPICERMLwseats V/ fQ'RaL'Y.i OU4 WWRo f!: CAAIe rAtlDO, 1. -a0. NO u131 otAlIIh 110. w•u swrl 14r 3 a r'% ORODUCTRVISDD 6U8 thtbo"o6wiAda 6F8 61`12 61`16 r,; C;tti• 6acom8 TYPE DESIGNATION i eaumomA /d_uaalm , .^ .; a •C.i' ?j't•'=•+.7 A. euamra idtaaa • r • '- 11 :..c"'C3 .n; ..•': s• a tmeu a tsar e! •`;I' :. :y ' ; e 12f,6'-26/27 •:...,.. . - .. ry em00lWgl il pod O iINan1/ . 1 . ;'-a./T .3'. •r' .;•+' ° •fit .• •' dNIIO las K Ups • yam « ... • • p)mrse tablets w;'i R4:': f i o i(: •' '+i(. l nr. 2. • ' • t• I y j -r. '7'Si.''v.w ., ye,• 1'• i!)'I f • l•••• t-t/r arae . `•': t 'a!L k` u' - : d•., ;=: 4S8 . 4• ( 121`28 121`24 121`20 1`,i' „ ,:: . ,.. F' p• pown tmtimm• t• • ••; t::+ „* r PRODl1CTRRV131iD am=m rtmma' •S• T=' sr r ' : poem f ay,hNda BrwW pto• teseacn owlet @d, . I S ramvs°6 • J• • • • • • • 7I / r((yV`CRAIGPARRR40 e0mkn" -O O • ofA ' .O _/ ., -. lMydmllooDale o / 812 ••• R10+TT"••````VVVV.. 8324CR579 6F32 61`28 61`24 6F20 'q s'SfO...... o SEFRIER. L 33SM N a a a. xwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FUR= o6vas a ouee tet wlwl AarwoAMPICERMLwseats V/ fQ'RaL'Y.i OU4 WWRo f!: CAAIe rAtlDO, 1. -a0. NO u131 otAlIIh 110. w•u swrl 14r 3 c— SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS 4A%l Am SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 6U6LENGTH 08-'BI6F12-16 V11-10 6F20 -I0 OF24-18 925-10 6F32 -I6 3-6' (427 PRECAST 2332 2678 3692 5050 6148 7227 8297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6146 7227 6297• 9357 4'-6' (547 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 S'-10'(707 PRECAST 1067 1260 2198 3557 j 5734 7221 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-8"(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4'(1367 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1 1042 1377 1769 2236 2808 13'-0(1607 PRECAST 373 417 646 895 1170 1485 18U 2285 14'-0'(1687 PRECAST 351 392605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N.R.299 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS Ono W oocrenT 11a 1WW1 A CI SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-8' (547 PRECAST 416 609 344 51-101(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4' (112) PRECAST 173 352 j 74 10'-8'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 I3'-4'(160') PRECAST 117 223 35 14'-0'(1667 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 4 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS 4ma-44"I" SAFE LOAD - POUNDS PER LINEAR FOOT 6F12-IT 6FI6-1T 6FI0-1T V24 -IT 6F28 -IfLENGTHTYPEr1412 32-1T 3'-6' (42) PRECAST 2074 2715 3356 3997 4638 5279 4'-0' (467 PRECAST 1600 2357 2913 3470 4027 45834'-6' 547 PRECAST 1592 2084 2577 3069 3562 4055 V-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (787 PRECAST 723 1097 1437 j 1777 2117 2457 2797 7'-8' (907 PRECAST 648 86300 1249e 1544 m 184014 2135 2431 9'-4' (1127 PRECAST 575 571 980 to 1252 1492 1732 1972 10'-8'(126-) PRECAST 14 462 787 1121 133 is5d 1766 1P-4'(136) PRECAST 474 40404 685 985 tL 1213 1442 1645 12'-0'(1447 PRECAST 454 367u 619 668 1093 1299 1508 13'-4'(1607 PRECAST 402 308 ad 516 736 ts 906 1076 1247 14'-0"(1687 PRECAST 365 285 475 677 832 989 1145 17'-4'(2087 PRECAST 253 j 208 333.1 476 j 585 693 803 THE NUMBERS IN PARD401E515 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PRODUCPREWSCD I a.0 au as e4nida dmiAee.mnoe xo - 0 21.18 Doa ! 8 oy pA!(i,,. I Paten) oauucbntrot G•••. EN 01, 44 d ObuCrrtewtseo BOII OZ. 16p efaida c 1' - a .` CRAIG PARRINO 711 icS•(' • R G,` 6322 CR 579 .n MMERs- 89584Sl01:.`` cw ua SEE GENERAL NOTES -SHEET 1 OF 3 "t'' VAl.CR.P.E.UU( N0.4475S EUaER of m-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 40 rm•--'..•f.' WICi 0151122.1{ own m aw am" 6CA16 R13. oA1u MVS ae rca2 If: c" FARM M -ICG ft 4034 02AYI0 me. 174212 mECT 2 of 3 LATE DSRAL SAFE GRAVITY LOADS FOR 12" PRECAST U•LINTELS FOR it PRECASTu1OA3 ms SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS 4 mm-ou" SAFE SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12118 1216-29 12112-2817114- IM-3IM4-261784-2912132-29 Y-8' (421 PRECAST 3428 5000 5838 7619 19352 11060 12755 14435 4'-0' (467 PRECAST 2923 4232 5836 7619 9352 11060 12755 14436 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144341 V-6' (787 PRECAST 1383 1986 2679 4198 6421 10032 12755 141 7'-6' (907 PRECAST 1138 1628 2131 3218 4676 16756 9763 1 1 V-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-8'(128) PRECAST 614 1043 1295 1853 2515 3323 4334 5632 I1'-4'(1387 PRECAST 516 945 1162 1649 2216 2893 3719 47 12'-0'(1441 PRECAST 455 878 1073 1513 2020 2617 3333 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 2188 2743 1162 14'-0'(166') PRECAST 321 720 665 1204 1564 2017 2451 i7'-4(2087 PRECAST KR. Slo 631 331 1111 14281, 1750 j2102 19',4'(2327 PRECAST N.R. 343 477 700 925 1152 13 4 mm-ou" SAFE LOAD PLF LENGTH TYPE 12US 12FS RCMU 3'-6' (427 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6' (78r) PRECAST 579 2187 123 7'-6' (907 PRECAST 474 1771 914' 9'-4' (1127 PRECAST 355 1326 58106 10'-6'(1261 PRECAST 306 1143 454, 1 v -r (13n PRECAST 278 1041 38 12'-0'(1447 PRECAST 280 971 345y1 13'-4'(1607 PRECAST 229 857 278 14'-0'(168' PRECAST 216 809 251 17'--C (20n PRESTRESSED N.R. 633 16 19'-4"(23n PRESTRESSED N.R. 534 130 1) INE MAWm 04 PAWITH 4 ANE PERM REOtRi 3 FOR - acc vc+`uw. —.c 1. QVX 40 FIELD 900) REEK SEE Gf1lE & NOTE R0. 4 SAL SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U 12' PRECASTT LATERAL LOADS POR T w12" RECESS DOOR U43MELS 4-M-00911,11 1 "I v - _o__ -• SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12896 1256-2812RFI0 17181141211184IN8'22- =$-Z IWWR 4'-4' (527 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-0' (54) PRECAST 2319 2740 5468 7564 9640 11669 Mn 15879 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 156 5'-10'(707 PRECAST 1259 1755 3351 5954 5358 11669 13679 15$7fW 6'-8' (807 PRECAST 924 1430 2633 4415 6864 10ril, 125 1480Q 7'-8' (907 PRECAST 703 1203 2157 1 3494r3-203-, 59 7922 9623 113 9'-8' (1167 PRECAST 389 843 1451 2157 2764 442700 5417 6380 PLF LENGTH 1 "I v - _o__ -• 4'-4' (627 PRECAST 1295 3692 25 4'-8'•(54' PRECAST 1213 3458 2417 5'-8' (667 PRECAST 784 2236 1 5'-10'(707 PRECAST 747 2129 155 6'-41' (eD7 PRECAST 602 1716 117QJ 7'-' (907 PRECAST 504 1438 914: 9'-8' (1161 PRECAST 1 355 1 loll t.idT94-4- C"IM-4011" BAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1216-21 12F12-21121`18-21`12120-2112MAT 11126-2112132-2T Y-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (46) PRECAST 2389 3721 4872 6023 1 7174 8325 9477 4'-8' (547 PRECAST 2113 3291 4310 5328 16347 7365 8384 5'-10'(707 PRECAST 1623 2521 3310 4092 4875 5658 6441 6'-6' (707 PRECAST 1444 2269 2972 3675 4378 5081 5784 T-8' (90) PRECAST 1267p 1767 1226 4 3194 3006 4417 5028 9'-4' (112") PRECAST 1028 j 117l.2006 711 j 2590 3087 35 4079 10'-8'(1261 PRECAST 920 947 1612 2281 2764 3209 3653 PRECAST 656 629 1404 1982,j 2441 2902,3384 12'4(1447 PRECAST 614 753 12118 1788 2"Iq 2618 3032 13'-4'(1607 PRECAST 678 633 1057 1485 ifillp 2169 2513 14'-0'(168') PRECAST Ism 586 974 1365 1679 1993 2309 17'-41208' PRECAST 434 427 695 964 1162 140ZDJ 1623 19'-4'0321 PRECAST 1 3664 370 593 817 1002 1187 1372 1) ERE NI0WM m PARQOEE56 ARE F FWU 81911010116 FOR 40WOE 40 FIIO MM REOAA SEE QDVAL WX ML 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS Ww 4 m n SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 11114411 WIF14-21 IMI 12AFY2 WWI 128130- 4'-4- (527 PRECAST 1626 2685 3746 4806 5687 6928 7969 4'-8' (547 PRECAST 1558 2582 3602 4623 5643 6884 7664 5'-8- (687 PRECAST 1210 2042 2650 3656 4466 5273 6081 T-10'(707 PRECAST 1173 1964 m 2769 3553 43M 5123 5908 , 6'-8' (807 PRECAST 1020 1536 2426j. 3114 3602 4489 5177 7'-6' (907 PRECAST 904 1226 4 2163 277W 3390 4 4003 4617 I 161 PRECAST 703 P 711 j 1472,j 2181,12663,4 J1454 35284 F) THE NWOM W PIRFI WM IRE FUMIT REI rfM FOR - cc "cnwa .c 40110E 40 FOLD ADDED RE64t. YE DEREK MIX N0. 4 v .- : NIAmFJ6 W PAR[MNE56 ARE PEIwn RE mwo FOR U . •' • • E N s; 40 Hm ADDED REBYA sFt aFMRAA ROIE N0. PRaENJC1' Ad1Q yF7arid. AatA'11aM 447 91WDUCI'RIIVISCD f4 dth On P.M. c g ZO+Uaba Ob .8 T F *' MO PAM -ib A=No e a OT3 Dopa Rla ,t..• % ka aUoaFt,{1w1 a SEE GENERAL NOTES - SHEE7 1 OF 3 Aq„NAL 1,.• t p.Eadlr0.4rS6 MEMaER Or CAST—CRETE 4", 6" & 12” LINTEL SAFE LOAD TABLES am 0. 0 MMI -14 01Aill mJORW AENA00 5l'JlG RT.% OAIG s QIFREO m pAp M UN M - R0. N0. 44754 oW01¢00. u4Fit 9011` s aF s EM M IAM I•DADE nlrAtm-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivivw.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 Slaving Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. AMSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. COUNTY /7 on D No. 17-0821.19 MIAM DADE J =1 Expiration Date: OS/21/2022 slowb9 /ZBIZo / 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 06/07/96, revision #1 dated 11/08/96, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onfle rural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 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 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Il. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine 1 Iade 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per 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].] 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. tl, 4. AL, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2U2022 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, 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. v L'Aelmy 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 of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/03/2012, 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. FDS, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E, dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Malar, 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 417-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on fle cural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTM E-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26/17, 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. 1 w Id eimy A. Makar`; ,M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 1 PRESTRESSEDe HIGH STRENGTH PRECAST CONCRETE LINTELS w;rj.`,',": : _=T::iti'i1ii":: t-vY.'-y '., r,`,7--p:.•,4.c-. f:—;;ic_,.- Ly •,i K.s ±Y9::L ...s 5 1 p_ -r'4 - 1"M1CY••'i-i- it:' TYPE °A° STIRRUPS + 7,[33"0 BAR "1 S RUPS S11RM DETAILS mr7 .l WWzAu. ff..l T,.e 7,L m.'.• r..lor Ip 1{3r1 Y7W f`:.r l 11f41F0AC. L^ iA9tlLtIDN um/1 l Fi MIN YMr mi Y roto n r pitesm=rn InRal f iMmMa CAGE IAEtICSTlalf ,tOIEL tvo.rtr_ f mlumti tfmm UO -1[ UMM TGUM IDl. W&W ASN Afla. L QWC3l rc r,a®rw r.. rme 19 fat r ppm[if94 Was; I•.. Pm to rot ALL FW -M 9 DWI UVK& .. i amus MUM fend . of a 4+ L t,IYFW q"w. ti PWIlmmG a. W1N NI ,aIAL Yltlt[t q A7QaN oro of THE tmratano clan rot aarrlt 06:== xw I71mf1t2a1WVt ml"m L Gomm. ar MUVKV%M fWW M awTw or cmlamt wb u um u uw or momma/ urm ttNOmma cW fa aaar Wmm "m MOM rmtxs Ma 16 • yNO UCT@L', WM vT MconplJ(a]rAR9Y PN11da r;• Am glbu'.N.J o o3,aZ. TII• Uoialtu . 16 cRAifiOAFMR5n py ` ¢ J fl z axa OR e9 G\J` SUMER FL 3M FL.P.LUMNO.44/69 CAST—CRETE 8" LINTEL FABRICATION DETAILS ots+11-It Itml m etul af, ft - ItTi ri W31 snit, 111 m RIIa trb m rnsr 1 eu m 16. m atlaf 1 V 1 ml rid'+5'i•71F1GI r0[?i7E*:1ri SldL'rF7 '3Ca liC/L1R1• 110Y 1,if cz—A mil ElJ•r.1ii']i vc'7JFA 5 tJQ t1• fflmm rraan©rrn+rrrrr,Irc mRs,a" Ir r m rife'.lrTr•3KUArF3--TJrrf'i1r '^am o lo f • • ; 1: - r rr vc'x©r m,Irsr,.l ssia ao r, Y a!Fff 1= ;f5i:l nr r[Si['ifEiil lrI "1'if!]Q1Nr[F C FiG1ti iiF.[''• i ili I7 i l}r':i4!''9ESCL7L7Z1t7 oer l es u:'a r r:a!r, lia.I oat:lr r r C1C J 1m11FGTJi[lmi iJ[r':il'.Tr'ift'VtYL':Jk]Ct©OtJ• jC'ir<SC1/['r:il ILY I'ti125! Ti.V . ,. Vc 7!' l-5G'ilI.7L ti rr_rr7c+c rF1' SflSlafLiLL: fR,4-.''rti' JFiC r L smJi3C"JC i f.I11T_.'.JN h'!,:ft1_..f[17Cdi`r!]t eaooc'Ar arctivsneui.r,rsr ratsyv,t•:,Y 69:u:fn,arlx:a,Y 1fI[IF/'{T•. i • s mlumti tfmm UO -1[ UMM TGUM IDl. W&W ASN Afla. L QWC3l rc r,a®rw r.. rme 19 fat r ppm[if94 Was; I•.. Pm to rot ALL FW -M 9 DWI UVK& .. i amus MUM fend . of a 4+ L t,IYFW q"w. ti PWIlmmG a. W1N NI ,aIAL Yltlt[t q A7QaN oro of THE tmratano clan rot aarrlt 06:== xw I71mf1t 2a1WVt ml"m L Gomm. ar MUVKV%M fWW M awTw or cmlamt wb u um u uw or momma/ urm ttNOmma cW fa aaar Wmm "m MOM rmtxs Ma 16 • yNO UCT@L', WM vT MconplJ(a]rAR9Y PN11da r;• Am glbu'.N.J o o3,aZ. TII• Uoialtu . 16 cRAifiOAFMR5n py ` ¢ J fl z axa OR e9 G\J` SUMER FL 3M FL.P.LUMNO.44/69 CAST—CRETE 8" LINTEL FABRICATION DETAILS ots+11-It Itml m etul af, ft - ItTi ri W31 snit, 111 m RIIa trb m rnsr 1 eu m 16. m atlaf 1 V 1 ml SAFE LARSTIM OA IJ FOR SAFE UPLIFT LOADS FOR 8" PRL'CAST A PRESTRESSED U-UNTFI.S11311r_Isevnv I nnnc FAR 8" pREi:AST 8 PRESTRESSED U-UN7'E1.8 a" pAfiCA6T 6 Pfifi811iESB6D 17•LINi5L9 4C -W -099W SAFOAD PLIFSAFELOAD - POUNDS PER LIUM FOOT TYPE we 171-00 on" 5F11-0 eF2o-o5 6{2{46 W" m32-06 LENQv 4'-C" (4B7 PRECAST" 1F5-13 ells-ry arto-le6rla-u anrs4 6125-]v else -16 S-6' (421 PRECAST 2231 7049 3713 1000 610.1 1110 SIM 7547 0064 6174 0902 1=4 Ml 1110! 4'-0' 467 PFIECAST 1968 istt 2693 251 4609 3128 s113 41100 rill as, 5674 7634 10314 sem 11009 e' (547 • PREO45T trig 110 2169 2110 4316 2031 4113 3553 7647 c 4370 6072 5400 10704 a124 1901 5-4' (647 PRECAST 1217 1349 1583 1435 3010 1 till 6551 259 7wo 3123 7342mi 3660 dMIM 424 10117 10• 0•) Pi1EGST 1062 1103 1 1451 1173 1 Mt lm5 4360 2090 61. 2949 0093 7151 3110 MIS 1i-8• (167 PRBc1A5T 906 1236 12]1 2171 2177 3110 5031 5791 3707 3510 4393 109 5061 SWIM 7-6' 90 PRECAST7 743 toll 1011 17b 1 2832 2661 220~1 3596 209 601 3191 8357 305 6471 9'-4' (1127 PRECAST 554 762 Ir® 1243 1125 1613 2501 2666 3115 340 2616 3502 8330 10'-6•(1267 PRECAST 475 136 643 an los: 1247 1533 2063 2093 2777 2751 211 2616 4764 PRECAST 762 In 962 so 116 1 no 130 leu 1616 2423 203 3127 3127 do 4035 Ir-o• 144 PRECAST7 3A 540 610 673 en 1 1254 1254 1614 1654 2195 21W VA 2165 3SR 3551 13-4.1 titECASf 206 471 471 763 763 1075 IM 1416 1428 ice JIM 1311 016 2865 2551 14'-0' I PRECAST 279 424 441 783 70 ton 1002 1325 1370 16117 tell 21V 2,127 200 200 PRESTRESSED MA tal 451 935 783 se 1370 AIR 1001 161 M4S 1 27$17 712712 15-4•(1847 PRESIRESsm N R. lot 11 NR 110 we 1260 NR 1737 NR 2135 NR I 7720 NR 2013 17'-4'(2087 PREi1RESSED NR. lot 300 lot Sie I Kit 930 32 1321 Vs 1609 I KK 1619o 0 2867 t9'-i'(232'j PRESTRESSED N R. IR DS RR 179 I xA 760 o119 NRIS1I 3ISIS eR 1716 21'-4'(Z567 PRESTRESSED NR SO 340 891 let so 1114 Hit ism IR NO 22'-0'(264') P nEW NJL 0 10 593 m 570 fit 714 w IOw NR 120 1767 24-0•(2RB7PRESiR6gD L.NR. 176 7R 770 7m f NR W wt 561 1092 a139120 4A-4aew' SAFOAD PLIF LENGTHTYPE 8118 1 8F8 RCMU 3'-6' 0127' PREiAST 1025 1024 1698 4'-C" (4B7 PRECAST" 765 753 1309 4-6' ,(547 PRECAST 592 591 1073 5'-4' (647 PRECAST 411 411 745 5'-10'(707 PRECAST 340 139 616 6'-6• (787 PRECAST 307 721 490 7-C (90) PRECAST 424 534 363 9'-4' (1127 PRECAST 326 • 512 230 10'-e(1267 PRECAST 264 401 180 11'-4'(1J67P110JST 260 452 154 12'-T(14i') PRECAST 244 402 137 13'-4' (1607 PRECAST 217 324 110 14-0"(1687 PRECAST 205 293 100 14'-$'(1767 PRESTR SSRI N.R. 2$4 91 15-4'(184') PRFSIREM N.R. 259 83 17-4•(2067 PRESTRESS N.R, 194 64 19-4'(2327 PRESTRESSED Kk 148 52 21'-4'(2567 PRESTRESSED N.R. 123 42 22'-d'(2641PRESTRES5I N.R. 116 40 24'-0'(2887 PRESIRESSM N.R. 91 33 4A-4aew' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE WI -r4 IY12-D ertFiT 6F11D-IT SM -If d70 -IT &M -1T LENGTH 61e -a arl2-II I erre-21 I 6r76 -2r vu -21 1 591.9 I am -2r 3-6' (4 f EOASI 09 1561 2655 N 4394 4391 sa4 5269 amt 4132 Mu 7001 4'-0' (467 PRECAST 130 13u 0< 3016 3115 1370 5 We am0 4'-6• (547 PRECAST Im7 E414 3313 3375 4067 Alt 4711 637! 5207 379 5-4• 6{ % PR AST tots 1836 2835 339! 3791 356 3101 1621( 1010 4579 6'-10•(70') PRECAST 0012595 3 3707 3620 3620 103! 71 W C-6• (767 PRECAST 436 35 14 1417! 1 1060 2324 359 1100 325, I 37 3515 7'-6' (00' PRECAST 7fl 717 l0 IVA 1679 1624 2075 279! 1111 2527 1527 3U5 3721 9'-4• (1127 PRECAST 1111 91 70 eel IIM 016 1471 ISO 9315 Im 2157 220+ 2100 2610 10'-6'(1267 PRECAST an 6 OS 916 1160 III! 6413 1411 rM 173a 2035 2011 2341 11'-4•(1767 PRECAiT A4 U4 604 007 100 104 1017 u71 12x4 Im 1517 1815 1783 2187 ir-0'(1447 PRECJIST 470 470 156 550 H4 ea 830 13n 11 000 IAO lel 1583 vA 2015t. 13'-4. 160q PRECASTI Ua 421 • WooW7 400 ad 780 71 1150 fro 11O 16 1323 Is 18{7 IS --0'(1687 PRECAST— MA350 476 425 600 m 724 130 M 13501 I%4 1502 1220 1407ft 14'-8'(176) PRESTRLSSEO 235 240 334 395 640 M3 A 7600 075 Imm We Isis 1131 1136 1S'-4'(16{7 PRESTRESSED 230 313 340 asta 016 m A 500 79 1, INO. Illo 9460ft 1054 06 17'-4'(2081 PREStRtSSFD IV lot 203 p 3 06 4400 6m 1 740 108 7" tr 1171r, 1473 to' -4' 2127 PRESIIiEiSED 162 In 420 21 419 f 667 m 141 676 a 1059b 47 217 21'-{•(2587 PI6STR fO 147 932 MI 212 1 301 373 373 37 400 721 601 91 69 010 2Z -D'(2641 PRESTRESSED 137107 137 223 245 340 uo su 476 40 544 Be ov 091 24'-0'(2867 PRESTRESSED IN 124 IM 702 7b7 319 157 10 001 cA 7W 567 076 THE NUMBERS IN PAR841KSIS ARE PERCENT REDUCTIONS FOR ORAOE 40 SEE GENERAL NOTE N0. 18 ON SIM 3 OF 1 (d) FELD ADOID RE9AR SEE GENEM NOTE NO. 4 ON SHM 3 OF 1 AODuerks OWED FRODcRMOMtl'OpIDIPRODIJCTR73VISOD as o0mplyin0 viol rhs Florid* OuIldhigCodo meompt 1q WagroPIRks EW1di0i sM0A0.Floft • 19 lea taCbda 4r227/i a R 763 X76='/[•Z A' ' byap 22 Mims{ CLwol WCCAl 14nTTC - SHEET 3 OF 3 0< Tle,4;A- 11 I =RIiillllMEN W33 -- - mm J'/04t1411RY.1 Aft MUM 1auU IMI 1351 w c +v N , • GENEW WE N0. 4 ON MEET 3 of 1 PitOD411711A11MD DO°1'OlmoPblldo I ET y' * " CRAMPAMM t I.. • d, Sl#HIEA, R 93684 • 1iGw l f 1 R-PF.UC.N0.44758 CRETE 8" LINTEL FABRICATION DETAILS awn ave r7mle rx - em NR 4035 Sam ICA u Suu SAFE GRAVITY LOADS FOR 8" PRECAST w/ r RECESS DbOR U4JNTELS slse 4s>trd SAFE PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 8RU6 et6e ao 80 aFl 0imn"1 4'-6' (541 PRKAST a 2l -m ARIM-01 LENGTH 5'-6' (80 PRECAST m86-($ 1w * -1e mm -16 W1e-1 gm- W16-111 Wnc-111 527 PRECAST 1635 1749 tat 3]S1M 3260 5206 430 6679 5421 woo 193 94" 7067 10193 4'-0' {547 FEW 1494 ISIS 1756 3003 3699 1991 5 3966 6639 4946 0060 924 79 6901 W693 5'-81 (e0 PREOLST 866 920 1197 1770 MI 1716 4567 2277 6369 2239 06 3403 7917 3"11 9311 V-10°(70 PRECAST 810 1113 1653 2742 1600 424.2 2124 663! 26w 3174 7402 3700 6706 797 901 901 1625 1823 3170 3120 5046 50MU 7747 7915 448 9479 7360 106 901 PRECAST 669 7ss Jls 460 490 2469 2417 3776 3770 8141 sm 72fl My 6123 1 9'-0' (116') PRECAST 411 4 510 099 e3, 1560 1508 2853 2253 3129 • 4091 3129 4490 3146 79311 TRE NUMN EN PARENTHESIS ARE PFIMF REMCTM FOR GME 40 FMD HOED REM SEE GR X NOTE NO. 4 COOK No Ildedebt C nad WI -1000 Wl b e PQ+VeaN- QOCLs 1000 d , , op'Ortmr xl n msracYi iVmeID . 19ip SwwWWd4p1<u or.i6 uo a wanln a.lr A9Y Gnq rypry y Yavc 9 yy p mN 1 1 'd for !1{ yq4 awl 6. 1 3) Fr"b frd aorta rad W ldft 4) Tk Oak+ to NnaOetf ledoolO W Pom1 relsdbe 1r prase 40 Edd .d7o1dgo0 nr, ap .rayr p! Faxdc :/ Y3 iq I QR (d6) 6I 60i p6 as A tots e A er l/iW k4a9ys . irdYs aacb Ina 916 0-1 d bda nab L (X A l/Iybl odsykydl aawft Ib fbf* Sub"am Osh frebM IYIU.1 a aww 11 Two R41 Yds a aWrui -q 1) 40 11? law mop bo ockdMa br bo 1$ robam W/r .wde S/a' wddoail:ol rm6w wd mo6b .o m &VAWWd u7 oy Agw, la atd7aml xdift acdlr' bad dwd W IrUm Ise of rswam 10) 0A - 9d add 10 Ylso ldf and -14W to M bald d o" bdum of Oc bw ew07 6AEELATERALLOA08FOR 8-PRMATT02"REM ORUAMTEL8 1 se s SAFE PLF LENGTH TYPE CMU8RU88RF6R0 C -4o (521 PRECiLSI' 758 757 1164 4'-6' (541 PRKAST 694 693 1073 5'-6' (80 PRECAST 408 407 655 5'-10'(707 PRECAST 382 381 616 by -8' (801 PREC/LST 595 788 464 7-8' (901 PRECAST 509 674 363 9'-8' (1161 PAEOAST 370 490 214 SEE GENERAL NOTE 16 11) nAalLb9d1 ascd Yrrndsbald b-1/2' aai admoc d to e-6 b sodebuad aao/ow9p. 13) Up .90WaCOKWof shim cw4d IN em" a ASM -M s roar VMoir bdWO go9i IQasIM arl5 4) r. sY 6s'bs['"s :1111= ' r ro01' g1&m0 t f 10 16) 74c easpedb 9dd Woo not Yam m seb bW Isa rot bar kW cban IV M odd be1Qe od Yam db cdo Asci boa and bw" b A dmn. 17) s! fr+ r- 4 taod oawdb lad IQ Sob WA ked a alioad do* m*.w SO 00 W 7A 34 IY) Adffftdra Iierb L 9p00 mea Ws odd. >bc Y6MWn ci6(erl 1/2' CIR 4 5EE SAFE Law LORI/ WIJS FOR law PAW FOR M w i°GG uRSEMMM* L) 0orGM SAFE UPLIFT LOADS FOR r PRECAST w/ 2" RECESS DOOR U -LINTELS 4-04" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 1BFl-1T OfflOxil 6AF14-I VAII-I 1T Of"41 66130-11 LENGTH tw-2t wo-n on4-2i 6Rf16• w2z2 mm- e6FJ6-n 4'' ( PRECAST 005 lose 1601 23G 2]62 3056 3056 1 3751 3751 405 405 540 5140 4'-C (54' PRECAST as? 607 16042V2 1604 2272 2039 2130 3007 3607 4275 4275 4943 4W 5'-8" (66') PRECAST0 3 1 T)97 2328 2654 330! 3911 els 1269 1797 2316 U54 33U 3911 5'-10`(70% PRECAST ISS 1207 171 UN 2"J 3218 2709 Ess 1 1277 1746 2259 n131 3Wn99 6'-8- (80 PRBCAST 570 S10 939 1a0 1 1520 1960 1110 2429 2429 1 2170 2679 3379 3M 7,a (90 616 712 UN Ills 2168 297 2969 fou 69l 13$4 ON 21661 JU7 U98 116') PREGIST 30 • 4faft 664 a ILIArasa sla 395 sa Ion 1361 37010 2AI 1) THE NWOERS IN FARMERS ARE PFRCEM RMWMNS POR GRAM 40 rM ADDED RERM SEE GENERAL NOTE NO. 4 TYPE OESIGNATION Ir F • BYtDrY®16010 /U INRl1i9 I 1 bIWNWltWtl dOUY m . M 8F16-1 B/IIT 1• . 90mW1 mmj J `'gOJ969 09 I, IImmC1l NOCIO Irmo{ AT TOf r h a J t 6F32 BE2fl . ENS REVISMT nL1161 "Wxv m 191E g utia Abe 6LMY 6' VAO LL VM ('SQA . Ora yarL2 cammr tbeonL7 a Hm Indsm. Aeorptufb Eho / Gab oL ES RMWlot, (4 a* 1 -IN cum Gi0I1f 13 HEATH a lotta9 O LOOM uvin REVISMT nL1161 "Wxv m 191E g utia Abe 6LMY 6' VAO LL VM ('SQA . Ora yarL2 cammr tbeonL7 a Hm Indsm. Aeorptufb Eho / Gab oL 8321 CR 679 o SERM R. 95564 MINA 7-av rs te a. nb i,.:....n..... I;If1ii.4ciaTa Cd7LVt;1:IDYI.. ;^, IoT'.1•1to33 61Q 1'1:71 E9f ir f6l/r(:Y2:f: ..• S,rio ]fr7i'14.71;Ii'1Cifr1; YL2Vlk7 —1 :r:_,. y:5. - FABRICATIONCAST—CRETE Bw LINTEL DETAILS I•SSsl1 IhIJ!I ii71:17rT ..., i:.b.,i:1a - "r - © M IAM I-DADE MIAMI -DADS COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION NGami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w-tnv.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" & 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. 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 # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIA bDADEGOUNTY A Expiration Date: 09/11/20181:. Approval Date: 09/28/2017 Oq / 2 8/7-6/'7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draining 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 #I dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on fle.yural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS -529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pmrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stern Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load 'fables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March Il, 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 Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi,54ng 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 (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06/12114, all prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, prepared by Craig Pan-rino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/1912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory mrd Economic Resources (RM. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108/17, signed & sealed by Craig'Parrino, P.E. A klzw Helmy A. dakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 r f WLIIlLL+a/LS u 1 i D tea r;.TJ• ni 61 , r tt•i: C`uii, L`=: i!':+'1 i11='-+ til, 1!!:[•]iJ a.1®n a R aLl7v7.0 LLI GCU7FlITL1[1Ce3iL L10 tic'a m arta r'.,' nalw ve e rntr a rlctia rt3s L3iiiSa!]C:r1i ffj"Ltlltsr_:.a sacra...,.ao rti.;:IrJaxrrvszs r:raaa r v'6[•LfNv:l:i-.Lat7C r GTFFI!'rk>JGQF!/LF1'!.][iii 4/L7t! 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SIRE Q udnfds w ice pppregrit :TJaaD Nd d ovM , Ugh eo .pb rde • 1100 " eoo .+IF°'aidn.m Ad od,er w AS14 A4u 40 mallar pr ASd c!?0 we 'u. 3 2) AI at. bed bible bond a •iiwm 4 leek aodod bnd:rl. Fmdirg mw We for ay'el aouv 1p i b in. Item 1 1/2 hare. 3) F." Y meds bed end heed idn(e. 4) The awaba hpamlhab hfedu w puna! "Itae• for 9md 40 soeddd reber. ti)u°1erd:eBatV1i i 1428 (141- 1bW ua 1 1426" S) Al lideb New v emdddM6e M-6., Udd "a . 13D 17-4' fe WW nh bted h ul v mid',q the WIN man Cade S*Xon IOU an ep0cdile d) 3bem fid Wile e. r.phd. 4add mble to be Welld r/ f' dim min 11e112e0ld sad 9' imndee .u" 9) loticl.nml i itdomad ml* IM w am b<hrdrw * 041049) ahN o ev o clow m orrrbob, rl iad ebtOcl fineM fee of Nppen. W rammd • a q of '' • edrJ u COMM Uw •Mi to 1>) TM9004 44 d41 Iwbft t= a pm n COMWbdMIl yaib AMY Com= ncroto *' . uv q, ad b6im" Qw W g*CAna IQ tbt*be& drutl M dWud kr Or ba69pfdfi 1G r-Ndns — Vwkd b.d + IMpIN ledaaH bd S IA SoA nr0ed bed Saf• bd 15) IN, aor peft OoW Mob ai ehe9a we •de b.d fmm o•d low bdW Aonti to) Por Irdd kr*m mt ehn•o. Yae, sale bd fmm mt lonlnt (.o am. 17) 3de bob am eapubl•o.d de.db bele 10) Sade bods b 4 em mond dap emb* per 10 330 and AO ]16 19) AddSerrd eulknal raMonxd evnad• mae•rry anb 1 Y11 aben Ou InleL Sn eimtd brbn SEE SAFE LITERAL LOAD T40M FOR LOAD RATIIC 0j71.i}Zr FOR EACH ADOIf10NA1. OW 1180 REINFORCED CW RRA! 959 4'-6' (547 PRECAST 1 5 MAR FOR 6' LKW 1/ Y CXR lYP -s.Q i• i• 2) Js REeAR FOR if URIELS CR40 or GROO SAFE LOADS FOR 4" SOLID LINTELS 4wsn•449cm GRAVITY TYPE LENGTH 4S8 S-6' (427 PRECAST 1180 4'-0' (481 PRECAST 959 4'-6' (547 PRECAST 789 5'-10'(707 PRECAST 460 6'-8' (787 PRMAST 360 7'-6' (907 PRECAST 260 9'-4' (1127 PRECAST 156 10'-6'(1267 PRECAST 116 12U8 4-44— UPLIFT LATERAL LENGTH 1YPE 4S8 4S8 V-6' (427 PREM 697 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (78) PRECAST 366 118 7'-6' (907 PRECAST 280 87 9'-4' (1127 PRECAST 167 55 10-6'(1267 PRECAST 1 152 43 12F8 12F12 12F16 10) OA • MA Wed • •?"' r..: , , rye:.%.,!' `'.•i'.'''' .,4';2, w !, I) Idle rob added rd•r to be bwld at O. Ill of We Intel md0'• •. • h,i:.(• M1:. ' Monucritamm 6U8 6F6 6F12 6F16 roeam0Iling%eiOlhoFTor4dr 5r` 1+ ': • y • TYPE DESIGNATION Dd• Zd'/g ® : s. '• ',, L^ •'•; . F r. maloom/d-Omani «i' `' 8M Al • r• r7c!C'K ^'•! I arou d tton w 'y :i'•;: 12F16 -28/2T .i — !. : .,•,. 1:..;'.•_ t'T:.j'.3;,C . .. r. •M1• 1 ray- J 4.. ;q r IYOIl =A. t' r IRW a • •. ri ••t, «; n •.'i•1'• • fig,•«..L r!. r a m¢a Y>^•e"f:': rM1iri '':`.cit•;, An:.r•. Ol }. ,1' ..5ty%k' w%}'i''•/+- '%i'•){'• ' ('irk r. lip s n ty. 4S8 . f' r;4! C G•'•' ®• •'•:• 12F28 12F24 12F20 tvee • •4 pt w!v FeeNewom iuw '. , '>';• 7' "0 ST •• 7k Dulld 0od •i0r0ul'loAda 11 s • ' ad s • • • • • • • • p , 4,` . *CRAIG PAARW0 i Imlbn OabieItArolr4ulTImIICA6796F326F286F246F20 'rd3S'PotL•` 5 ey d a, —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES AIJAIHAW CHANGE AICIPIGM9 I 4 o.. cr.J.3LL1 3 t1u ME olsa t-14 odA9of Ir. awl Awwo Stun als I • L .r'AWl 1- l WQ. 3/14/111 OF= OF cm MtWA It - ft4 IOD. AOIf OIAipIP. W7. U411 SIRQ 1 Of 3 c— SAFE nRAVITY LOADS FOR 8" PRECAST U -LINTELS Cwsr•w fr SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 608 1 6FB-IB 6FI2-186F16-I86F10-186FZ4-1861728-1 6F32-10 S-6' (421 PRECAST 1332 2676 3892 5050 6148 7227 8297 9357 4!-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-8' (541 PRECAST 1654 1887 3833 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 ft 9'-4' (1121 PRECAST 564 660 1056 1573 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1.377 1769 2238 2808 13'-4"(1601 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-0'(1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST FN -ft 299 455 620 794 985 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADM REBAR. SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS GAR lie oRFrANT IIA INTM S SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS lcmv.4 ,11wSAFELOAD PLF LENGTH TYPE 6U8 6FIB RCMU 3'-6' (421 PRECAST 587 1055 596 4'--0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 V-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 T-6' (90') PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(1361 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS lcmv.4 ,11w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61`6-17 61712 -IT 61716-11 61720-1T 5F24 -1T 61728-1T 6F32 -1T 3'-6' (42' PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 Z084 2577 3069 3562 4055 V-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (78' PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-6' (901 PRECAST 648 j 863" 1249 1544. 1840. 2135 to 2431 9'-4' (112' PRECAST 575 571" 980 1252J 1492 1732 1972 10'-6'(1267 PRECAST 514 462" 787 1121 133 1551 1786 11'-4'(1361 PRECAST 474 404 885 to 985 1213 1442 tu 1645 12'-O'(1441 PRECAST 454 387 619 888 tw 1093 1299J 1506 13'-4'(160') PRECAST 402 3081 516 to 738 to 906 1076 1247 14'-O'(1681 PRECAST 368 285" 475 677 832 989 1145 17'-4'(2081 PRECAST 253 Z08 338 476 585 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REGAR SEE GENERAL NOTE NO. 4 G P 44 yF re DCS ' • • R 1, G p 6324 OR $79SOIVAiL-'t I" St9RiEF{TL93584 FL P.E. 110. No. 4M PROOIICTRSVISED m uom0*8 wdE dm FtoWda ac3ld:gl Code Arn•Ptnnee oy 9QIfd(p w beRonda Ac WAftsNaL4, X3.07 M ciM4oi naCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESBMW19491, 490939Ifisillrm ' `` FlU YA1m IIWIFI4 ORA!!I W raux AI WY SOME R,.f µ R ouu s/21/u c6Ecpoo a cRu1 P AIIRRO, F4 -REQ N0. 441% QR4IRHWRQ Wltl SIEEF t OF SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS cnna44 SAFE Rci II nil s SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS mr•Ci"" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 t2F8-29 Ivu-28 1116-29t2F10-21 tti2a2e 12F28-29 t2Fu-29 3'-6' (427 PRECAST 3428 5000 5838 7619 9352 111060 12755 14435 4!-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14436 4'-8' (341 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 14 , 6'-6" (707 PRECAST 1383 1986 2679 4196 6421 10032 12755 14 Y-6' (907 PRECAST 1138 1628 2131 3218 4878 6758 9787 13524 9'-4" (1127 PRECAST 795 1216 1535 2230 3063 4187 5593 7 10'-6'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 1485 1447 PRECAST 456 878 1073 1513 2020 2617 3333 1679 13'-4'(1607 PRECAST 2309 1Y-4"(2087 PRECAST 928 1294 1709 2188 2743 L474121*1 14'-0'(168') PRECAST 19'-4'(2327 PRECAST 20% 865 1204 1584 2017 2451 1372 1Y-4'(2087 PRECAST 43M%767 51, 631 881 1141 1428% 1750 19'-4'(2327 PRECAST 43 477 700 925 1152 1Val 1809 U) K MFKft IN PAROOIM AM PEISUIT MMIMM FOB WOE 40 FMC AOOEO FERMI. SEE OMW MME N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 4MM-4m" SAFE LOAD PLF SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 12806 1266-lU =0- 1 11-11M 18-UI822- IN626- INF 4'-4"(521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6' (547 PRECAST 2319 2740 5468 7584 9W0 11669 13679 15679 5'-8'(681 PRECAST 1347 1841 35% 6395 9640 11669 13619 1587%, 5'-10'(707 PRECAST 1259 1758 3381 5954 9358 11669 13679 156 6'-8" (807 PRECAST 924 1430 2633 4415 6864 103 1 ZST3, 1480q 7'-6' (907 PRECAST 703 1203 2157 3494 5259 7922 9623 11 9'-8' (I 181 PRECAST So 843 1451 2151 13203 442TJ 54171. 8380 C44mu4,Mw SAFE LOAD PLF TYPE LENGTH 12U8 12F8 RCMU 3'-6' (427 PRECAST 1295 4841 393 4'-0' (457 PRECAST 1295 4841 299 4'-6' (547 PRECAST 1049 3922 2417 5'-10"(107 PRECAST 681 2547 155 6'-6' (710 PRECAST 579 2187 123 7'-8' (907 PRECAST 474 1771 914 9'-4' (1127 PRECAST 355 1326 58 10'-8'(1267 PRECAST 306 1143 45404 11'-4'(1361 PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 34 13'-4'(1607 PRECAST 229 857 1 278 14'-0(1667 PRECAST 216 809 251 i7'-4'(2087 PRESTRESSED M.R. 833 16 9 19'-4'(2327 PRESTRESSED N.R. 534130 JLL UuvrAl. "VIG 10 PLF 4'4' (527 PRECAST 1295 3592 258 4'-8', (547 PRECAST 1213 3458 2417 5'-8' (687 PRECAST 784 2236 165 5'-10'(707 PRECAST 747 2129 155 6'-8' (607 PRECAST 602 1716 117 7'-8' (907 PRECAST 504 1438 914 9'-8' 0161 PRECAST 1 355 11011 C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12Rs-21 12F12-211fft6-2T INW-2T 12MAT 2f28 -2112F32-21 3'-6' (427 PRECAST 2752 4287 5613 6938 1 8254 9589 10915 4'-0' (487 PRECAST 2369 3721 4872 6023 7174 8325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(107 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 2269 2972 3675 4378 5081 5784 Y-6' (907 PRECAST 1267% 1787 21 3194 3605m 4411 5028 9'-4' (1127 PRECAST 1028 117 2006 2590 3087 3583 4079 10'--6"(126 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1367 PRECrIST 858 BZ9 1401 1982 2141 2902,03384 CM 12'-0"(1447 PRECAST 814 753 1269 1788 2201 2616 3032 131-4'(1607 PRECAST 678 633 1057 1485 1826 2169 2513 14'-0'(168) PRECAST 622, 586 974 1365 1679 1993 2309 1Y-4"(2087 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2327 PRECAST 366 3701 593 817 1002 1187 1372 0 THE MIOIEFS M PABEM M AAE PE!iNT RFOII00016 TOA WOE 40 M0 AM ftM SEE GE1 W NOW PA 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U -LINTELS 1 w.4 m. SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE I2iF 2T IlAF10- 11AF14-! 7AF18-! 1IAF22-2 1! 11RE10- 4'-4' (527 PRECAST 1626 2885 3746 4806 5867 6928 7989 4'-6" (547 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8° (687 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 m 2769 3553 4338 5123 5908 6'-8' (807 PRECAST10201 1530 2426 3114 3802 4489 5177 Y -e (907 PRECAST 904 1226 21 2776 3390 4003 4517 i9;8' (1187 PRECAST 703 771 1q2 2181 2663 3145 3628 1) AHE MMS M PAMMEM AAE PEMW RMMI0.r5 TORw.. vu... -....a. . .--•,.......;• NWOExS IN PAtmTx¢36 AEE PEIQiIif xEmuttoxs rvF GFAOE 40 nao Amw fmft SEE OWL NOTE m < PRODIJR ;•` G . ENS 10 RIO IDtRO NFBM1. $EE CEIIOGL MIX RM ar em`""i0 oris, .447 PRolxlcrNPVISID M.4, O SZ/,/gv o Dae1. SIMNQ CRAIOCRSnJO . vert, •.,< Rl Cue '• ksS SExFNEt ,A 93594 I tia40 SEE GENERAL NOTES -SHEET 1 Of 3 AA ;NA E,.o' k.P.E.'1BC.61Q).AM RMSION CAST—CRETE 4' a , 6" & 12" LINTEL SAFE LOAD TABLES lu um am -14 GeAre m saux AuuuG scut Fax tSai l oAlh s IGgRO m %GID PAtE9M. IL - IE4 M0.44TA MJ MG x0. UMt SYQT 3 OI 3 MIAMI•DADE NIIAMI-DADE COUNTY mom 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) ivmv.miamidnde.gov/economy Cast -Crete USA, Inc. P.O. Boa 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 ABJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada Cotuity Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small M9ssile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by HJelmy A. Makar, P.E., M.S. MIAM DADE CO/ NOA No. 17-0821.19 UNTY Expiration Date: 05/21/2022 mow 09 /Z$l2e /'j Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS -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. 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-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 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-01.21.04 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 C-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 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 02/03/2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department 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. elmy A. Malar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AER). 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 (R -ER). E. MATERIAL CERTIFICATION 1. None. X'161A Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/11/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 ASTM Reiff HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT ahV1sw . PnODUCTaFJ.mtbF a eamotvit¢ ,illi awe Florid.; =*. a14t6a laldrr 34M M1Ti 7/32'1 BAR TIa; TYPE `8' !MRRLIPS e. UHT h STIRRUP LS R•aF:'.9mGi 0 u r'L 1 V.L:. P.0iif11Y3iia9(u T It L1 9:1Y'>i.f,1`5't.7 mi"93EAWi VAll :FlW[t1:r:iT:F?!.:VEF ;1F5Gf'Jl:/L\t9 iC FGSa I!c:1[_:1l7MUjo I L"':IIT.V:'1 VC:L':;1FG.7Lno 11a•I []ems *jail erK;,f tie r LK -L ::sl LxL'u urL . lynwm GJ[>IGSirmdmluumrl>L-mtir!KM r•:ra.!ry rf aru u ic Wllala.l.li_If POFI 1: ___ 7.15 I I I I I I. Tun p_RMWW W WuaWr 0 M000D M M*= ArAWAL G u MOOtam ar COfmw ud'n Aim am= or XURW m as ODIOBum uTmn 1111 PON umv =$OR of "a -mm am 016 TAG mo is am% OIUt M AM A•l". Tp. we Ialraa Aron taheaLxA= FIDT1 =4 7nuD AON A414. L /mrKfnt 9n04 1'.. Uro M rot ALL mop I ow usms. s, BOA ro n m mc . 670 a 1M• 6 37RV t7_R1jf A, M100116 0. Mat! mt 10TAL MWO 0 WtMWZ KOOUW 0 COMM $TAILOR 190u DAN ae of w Boom a am roe o7duu jM or tlnaun • s. 00 W KOVmw cut 900LL mom L smu"3 pmu OLu1 m a a rUWW Or MMVBWM ¢ rare M Am W Road w K u® C um ar fecrumm Ulm WINmMO CLO( 10 tan urmm AM NORM rWZM RNs '. raoDuciaevwa> moi armryd ittwahwPwld. 01G CRAIOPAARLYO r 4924 CR 610 M D SEFFNK FL MU Ojljq,tiN,y` ' FLPI.LIC.PQ.447% CAST—CRETE 8" LINTEL FABRICATION DETAILS Mr SAFE LATERAL LOADS FOR nnno Cno n+ oowi.6,tsr A PRFCTRESSEn u4imT'ELS im mrmna GRr51tRESS® U414TELS 41SI I1@9A7' SAFEELLFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE Still arta-4F" 40-ae SM -0995-06 6112-a a 7;46 1616 LENGTH 765 910-13 1 61`12-1a aria -n M23 -u 6414-u DID -191032-10 3'-6' 427 PRECAdT 2231 Sod 3349 3711 46M 3463 Stu dor 7517 404 6974 awe 10334 1-1 1ta09 4-0' (487 PRECAST 1068 2sa 2641 2751 403 Saw W3 4670 7547 3961 d74 7x34 10324 4101 It= 4'-6' (547 • PRECAST tr 98 IId 21d 2110 423 Wit 1113 3753 7547 43M 4571 6400 10794 m 11109 5 -i' (64 PRECAST1 1217 1345 ta67 1474 3050 1959 6315 25w 750 3123 7314 3664 a733 426 10 5'-10'(707 PRECAST 1062 110 1451 103 2672 631 4310 2000 68 2549 3009 7164 Nig 43m 6'-6' (761 PRECAST 906 1736 1238 21 2177 300 3031 SAI 3707 1060 4367 6011 Oats t -s' (907 PRECAST 4T Wil 1011 rM IM 2615 2091 220 3491 2693 gal 3191 3481 3645 11415 e'-4' 11127 PRECAST 22W (2641 PRESERMID I" 782 1110 1143 IRS 1613 2154 29f 34x1 3453 ala 3302 9330 17-6'(1267 PRECAST 175 Sm w SN lost 1247 15M 2093 2W3 2771 2791 210 21116 4731 11'-4' 13 PRECAST J62 bu 62 90 13w 130 ANI 1440 2423 24L1 3127 3127 4964 1900 17'--0'(1441 PRECAST 337 0 560 673 73 125116% 1254 1664 2193 2183 160.5 2e115 35M 3552 13-4' 16 PRECAST 296 471 al 733 763 1073 1075 1425 1420 1939 1616 8716 1 1316 203 2167 14'-0' 1687 PRECAST 279 474 147 7W 701 too! 1002 1371 1326 107Id7 2127 Z9 x10 2170 14'-8'(116' PRESTRESSED µR, 4ws 761 s4 IIHit 1375 641 1902 47213 WI 917 ae vu 1951 '(1647 PRESTRESSED NA x 4f2 710 US 1150 6O 1711 US 2036 MR We yj 251.1 17'-4' 206 PRESTRESSED7 NR as 300 641 518 tet 930 Im IMS 1 0 1 180 101 IOW 9 270 19'-4'(232') PRESTRESSED kR. NR 239 US 4m4 UR 760 MR 10O 2 I MR ua In 1sa 7l nls 21'-4'(2551 PRESIRESSEO NA ISO 47343 599 A 1AIH 1356 1414 22'-T(2647 PRMRESSED NR, 64 Ila 345 334 m 550 1m 764 Hv 100 wt Iffi9 as 1335 24-0'(2861 PRESTRESSED N.R til 121 730 450 614 ON 1632 7m 133 4i5LF a(ITS - VVV SAFEELLFOAD type 8U8LEN43TH 8F8 R I U y_6' (421• pprAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-6' ,(541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 9'-10'(701 PRECAST 340 339 618 C-6' (767 PRECAST 507 721 490 7'-6' (90) PRECAST 424 634 383 9'-4' (1121 PRECAST 326 • 512 1 230 17-6'(1261 PRECAST 284 401 150 it' -4 (1367 PRECAST 260 452 154 12'-0'(1417 PRECAST 244 402 137 13'-4' (1501 PRECAST 217 324 110 4-e(1651 PRECAST 205 293 100 14'-8'(1787PREMRESS81 N.R. 2$4 91 15'-4'(164') PRESIRESSFD N.R. 259 53 17'-4'(2057 PRESTRESSED N.R. 194 64 19'-4'(232) PRESTR3531i0 N.R. 148 52 21'-4'(2561 PRFSTREM NA 125 42 22W (2641 PRESERMID NA 115 40 24'-0'(2867PRESIREW N.R. 91 33 SAFE UPLIFT LOADS FOR e' PRECAST& PRESTRESSED U•UNTELS 44414/4664 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 611-0 W12-0 ans-t2- ule-rt tIM-14 a1` AT mm -1T LENGTH arra un -2i erre-Yi em -z2- OF2444 9m -a —2r 3-0' 4 PRECAST M ISO rebs 269 Z14 3W 1 4394 4304 SM RU 4132 701 7001 4'-0' (481 PtlED14ST I= 1763 2705m 2303 30x0 1 3015 Ale We 5323 5725 wt SM 4-6' (547 PRECASC 1107 1207 2010 2040 2107 2707 1 3375 325 Oa 4064 4711 4711 6375 5375 6'-4 641 HMO 10101010 471• 015 2276 2276 x76 1 26th Met 1 329 9 3141 4521 4321 5'-10'(701 PRECAST 505 535 1130337 200 557 1 2913 3 1 3107 3620 4133 fit 4133 761 PRECAST 4T.- 435 H 1407 1 lee8 2321 I 13n 1 2760 USU 3251 n 37U 7 -6' (907 PREC(ST ny 727 1 1224 lea 1124 mss 1 2025 1 2416 2447 1627 um 3126 9'-1` (112' PRECAST 5591 3 I 701 612 Illi ale 1471 1 lest 1615 1165 2 2104 Ism 1 1615 10' 6 (1267 PRECAST 634 510 674 as 914 1160 Ilea 1472 ILII 1763 1731 209 2011 2346 11'- (1361 PRECAST 474 d1 447 em 104 IW? 1372 1774 Ata Iia ISt3 179 21x7 112--0'(441 PRECAST7 476 470 456 s'.0 714 uo 02 1306 II ISSO 1369 161 Ii..f" MA 13'x' 1 PREC/4ST 414 426 • WN 40 w7 740 765 1155 634 to It I 1327 1347 14'-0'(1661 PRECAST 384 410 354 424 560 717 64 724 101113.4IMM See 10% 1502 12M 6497 14-7 (1767 PRESTRESSED 139 246 334 395 830 463 322 a ego ad 443 IWON ale Isla 1131 036 15'-4'(1847 PRESIA£SSm Z14 270 313 306 146 41e 91T Md 7d 1240.4 517 Men I0mu 1648mi 17'-4'(2081 PFaSIFlESSED 147 192. x2- 306 105 696 cj 71 933 1 IN 1271 on, 7J 19'-4' (2327 PRMWESSED 102 1d 210 261 346 420 tj 447 03 rd 547 041 t 109 m 127701 21'-1'(256) PRESIREsm 141 R 401 132 JCI hd 3M 3=0 IA 50 e0 771 564 106 69 Req 22-0'(2647 PRESTRESSED 477 137 m 281 2-s 354 475 u 447 tea Ne SSS em IN 24'-O'(2851PRFSIRESSED 124 114 173 201 267 31f x2 175 a 649 492 567 670 1) THE M1118ER5 IN PARENDffW ARE POEM REDUCI1745 FOR GRADE 40 SEE OP3tERAL NOTE NO. la 0114 SHEET 3 OF 3. UA I FRO ADDED REHAB SEE CEFrERAI• NOTE NO. 4 ON SW 3 OF 3 MoDucrROMWED PRODUCT REV1SFiD a complyiMwith the Flmlda Doim'rt0eode eadb1' 9R9tffi 0 mKvM17-0227•/g AetepautNo i 2 t Aes 17.ky!j;LV.T 24•z•e By 0J7 t g. ByO MI ueeu m nsc - Sf4FEr 3 OF S A•Laeo1 4:on11o1 Cf'>`•4 iiF;•i_\55,15 ' s<Fh''f: mfllrlt= N¢ rucune waw Q r C CENM 1(OTE NO.4 ON SNEET 3 OF 3. E N 9IRODUt.7A6V1a0py'j'/, OOmPfY Sa 111emWda ' 74 McM.aes W( 0 0 o Z TECRWFAfff0N0 tlQltalbnlAu yr6 41 6wcR5?9 SEFFNER FL 33634 t. 1 FL.PELIC.N0.44758 u ujj44 f—CRETE 8" LINTEL FABRICATION DETAILS R SAFE GRAVITY LOADS FOR E7' PRECASTwF 2" RECESS DOUR U -LINTELS beta SAFPLF AD SAFE LOAD -POUNDS PER UNEARFOOT TYPE eR76 ao ,eFl t31F1 6Ff16 0 1164 6x6 66 t9f3o- LENGTH 68116 111113-te W10_111UFI4-1 ma -111 LIMA 61C76 -,e OW0310-t 4'-4' (227 PRECAST 1635 1741 1601 33% 3666 3260 1006 4316 so 5421 6060 6403 0477 7667 ww 4'-6' (547 PRECALST 1494 1606 175s 3663 3W0 2962 5206 7966 5031 4246 6060 M4 6476 6901 low 5'-8' (667 PRECAST 6' (687 PiiGAST177017162277233934073660 11Q 2461 4567 636.9 e0 7917t, 111111601 10°(107 PRE= 810 1159 169 1000 2124 2640 3174 3700 656 1291,3 7342 as Wiled m N e7w PRECAST 797 9o! 1627 3120 5046 7747 6445 7369 13W 1394 166 2767 901 1675 3,20 5016 7015 9170 i-6' (907 PRECAST 669 755 1490 2459 3776 NO 7279 6623 of 77616 781 14962459 3776 676 1 I 16r) PRECAST 411 6» 566 2133 3129 . 4091 3116 516 111 1516 2257 3126 1150 suldol SAFE LATERAL LOADS FOR 9.-17,70r1Aw h r, twm-g9 h00R tljmTLrLS 4-01-o r", SAFPLF AD LENGTH TYPE 8RU6 SRF6 R *MU 4'-4" (527 PRECAST 758 757 1164 C-6' (547 PRECAST 694 693 1073 5--6' (NJ PRECAST 408 407 665 6'-10'(70' PRECAST 382 381 616 6'-6' (807 PRECAST 595 788 464 7'-6' (907 PRECAST 609 674 363 9--8' (I 161 PREUST 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECAST %12" RECESS DOOR U -1 -IN ELS 4-m-40-411" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE GIFF•I 11 SRFIe-1 aw-Tr 17R4273LENGTHe6F6-a aero- 16014- NMO-i Eau- WM- 4,. ( 521 PREG OU 1 N6 1666 1066 73C 230 3056 3056 3751 MI 6140 5140 4,-6, (u 667 1604 7272 7639 3607 4643 507 694 2272 2M 3607 194356' (687 PiiGAST 7177 2225 2654351167sIM179723762A$4 3111 5--10•(70' Fimw 655 lWad I746tJ VNIA 2773 hi 3706 tA 2799 656 129 1746 779 I V73 2799 61-6' (ST) PRE" 570 570 979 I®0 1 1530 1950 1960 2429 248 Wit Will 3320 3329 7'-6' (907 PREdAST 306 606 742 896 13W 1394 166 2767 2166 2166 2667 2567 7966 2966 9'-6' (1167 PRO= 395 460 2161 128 154 1 2160 372 seg 1 1072 1361 of 77616 LUI 1) THE N1196as IN PARWHESr3 ARE PERCENT RMCTIOHS FOR GRADE 40 a SEE CDII W NOTE 1S (1) THE N1161BERS N PARENTHESIS ME PERCENT REDUCIIM FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL NOTE NO. 4 FIELD AOOED RFSAR. SEE GDIERAL NOTE NO. 4 GENERALTYPE DESIGNATION I2J vUddsl amd.clydM1 }t' b.l mkL. tl IM atb V mm4 FF -76114165 GROVE / U • UM,{ltp . Bradtf ar sam*a I's w : /20°°990 u)>r. e.la tl Fatr Iowa is al.....c. mr.e .126 t,.. SU@ 6Efl $F1Z SEL@q P. °n1 - am OL.eee a_' IS61°cwa i ',a1am mr • wrO .I di m ."w r «aie tp(da16 1.6T6 fpp9ia' tb.7p( lmdd eaiv M8F16-1B/1T 6b1tN7 Of If16it can tlrfi mmpr , 1 s111fw06 p1 EQ 11.b IM1d ,SaW lir tlta aNb.rlwlYvdi 1M eloiWfea LTJ •• r :i n5v w'll"1°..»v16 8F16 -1 B /( TJotAt166+5.970 W ars6la ;I ;`. eaM Pv AIDl C70 T!T tl v 6 Agoed M'sd MN + A1fe4 ry4att w t IA - J L T) N.aM kW b..w a oA1.a. a 20.5 m ' W Wto. SM MemnW w a . IaIIOC 9LM 4PI01r Of 5 Facia 1,eW it Tdd pf4 M0_ }t M 14 rw w6W. we bf4vj A.G m.. m d. w Gem "m bw law.W6. IOLeRL H76W ROAM1 1P 10 o t 1r 10r Y...ul.hwt 14 fa 11" »qL at fta i0t aM w Wm and brpA r00 am& :' 7: TS ma N IOr 4 R.d» w Atst.r bw a6 Isw J" In s.T. b.6.r. wpd4w m .- W Wit >' r UKI®9 Q ns mw Is lvowd. MAsln mi pend .4br6rft IvIQ S.I. bw. baw to .Mlad d.d0. tnaj. W 7tl 530 .AI b 3114 :.; 7' ,• ,-,/7• awl n.» 46 620 .4w Pb. .i.. `. fl613tS 7-r--jI.Id iII-/ w . ivl ro n) uu+,u Yl.al w awal awb..q.YW h 1Q. M4w affdad .. ti . . •• w w»tOeA *11164V µy 6501 f6 ailra4 awd. Dusty 1 6CW) da. O+ cYd A. r . exu wt0DUCrK04Z r yti f' •j ? v tm6b/(60 Wbdir 4 a a= 11b, nm. ow, muvb the nib O Ra. Rea Citb a 25145.6 Aoecpuxrlb F -° Z2 , f9 +• - ^, I - _ • DAD 1300 3i , e. .A I8GoNtd.r Per b aaddw v A. f 3 ram DAD 1/M soneW '' 9i Artear Ia,.6/.We'ad d Wld au4 ..elb.m 6" Art10.ri.d 11 A tf ' I/v anrhia EeemtalR +• 4• W= y4, p 100 M0 j2 3`7 • • I • PRODVCr RcvLWD1-7-W AMA rIa N69011 1 L . Ixt dL, eq m4W aaaald.l wb iw Wtlal. w 4Yv y FORE EAO DNNR ,nQ. .... a 00=1*8 -i(. tk I larid:(! M amsrn rdtO.i meaml ts6 by 4••ap Osa ot. •:tti.; 16;1FFOR0® ON ( ;'(_ EN ' ' O•6oittGig mde 10) ILL -Ltd mid '' . " FIRL aaoDuci QeN wm ' ° 9 rftwucrpjr"m to 21.116. gim.t!"mr b b.Imw d a. etitm w Ib uw ate. I/r C1R np n (2) i5 Fam mbvowe Ntebplttrld6 44 i OA ~OtlhbrbfilA i• OR40 or OR60 Aea1'a b -o .e;7f: IAm Gktnttn aMteke f oZ By AN m<4YR1a '•` WORM tSpr',•,_•'a SE4:FNERR.=84 Ae CAST—CRETE 8" LINTEL FABRICATION DETAILS 1FN9 , , nom, __ F6L WJ4t otf011gt 11116 er GSW ra@IF. rA - 11110 44W r= 60r 10 MU D' (:T+JL7ra qW 1 CNDm s6 cm PAO77t rb - 0. K 447" 1 wo It, no sm 3 Gr 3 3 6 9/ 9 Nra'h'T l-+OIZOAr- QC J /B- /3jo P=-2' z0 fp 933 MULHERN+KULP residential structural engineering 20.South Maple Slreel. Suite 150 • Amblel. PA 19002 p 215.816.8001 - muthemkulp.wm June 29, 2018 - Sarah Woolwine STARLIGHT HOMES - ORLANDO 1064 Greenwood Blvd., Suite 124 Lake Mary, FL 32746 Subject:- Wyndham Preserve/Brisson East Community Response to failed lintel inspections 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. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, MULHERN + KULP. STRUCTURAL ENG`"WCf////,, 1 / y James G. Fri 'f, STATE O tti = ustin T. Smith, P.E. Principal `•. t. P , 4," Staff Staff Engineer P.ICrauAbllv•Stra$I11CM1711RW-ll),W mNeer-BiinmfinlGleti/d-061d-MuomylindlMalsV/B OK Id•14"ehmplemnB smEiji -lhtdtmpedimlssundori Jor, 118.1 A3 Building & Fire Prevention Division PERMIT APPLICATION rtRE DEPARTMENT I Y- 1 `0ApplicationNo: I tic, Documented Construction Value: S Job Address: 5'14 ct '"'r-1ttr 4111 bl &INrI-1 FL Historic District: Yes No Parcel ID: 17-20-31-502-0000- Z6cq0 ?_77-- 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 Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6i0 Edition (2017) Florida Building Code Rcvised: January 1, 2015 Permit Application mew. or rOi TICS: 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 nater 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 oro%%maiAgent Print Owner/Agent's Name We Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 147,Z41r, Sipaturc of Con for/Agm Date leo L7C C KLc Print Contractor/Agent's Name ignature or Notary -State of Florida Date W,.,4i NotaryPutrucSortsofFlorlde Jessica Kltne Mr commission co 056367 E*resiviw Mo ContrIn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: January 1, 2018 Permit Application w' CITY OF SkNFORD FIRE I)EPARTAiENT Building & Fire Prevention Division PERMIT APPLICATION Application No: I - I I % z) Documented Construction Value: $ 51,000 Job Address: 3849 Night Heron Drive Historic District: Yes No Parcel 1D: 17-20-31-502-0000-2080 Residential Commercial Type of Work: NewW] Addition[—] Alteration[] Repair Demo[] Change of Use[:] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-8119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Street: 146 West Plant St., Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Phone: 407-630-0119 Fax: Winter Garden, FL 34787 State License No • EC 13008106 Bonding Company: Address: n/a Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: n/a WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU WTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shan be inscribed with the date of application and the code In effect as of that date: 6m Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application Or 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'¢ Name Signanue ofNotary-State of Florida Date signature of CorttracUufASmt Dap a Y c. rich V 5 Q 073 Print Contractor/Agenes Name Signature ofNo Florida to v & X98-1 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Rcviscd: January 1, 2018 UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTEWATER: BUILDING: Pamit Ayplication OP, w CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ 5 U JobAddress: 3&-49 K t 4I* H-ev-o^ O Historic District: Yes No Parcel ID• Residential 0' Commercial Type of Work: New ©' Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Au—^S. Ste+ Title: Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name 12 S lc..l e.(, '21 (bt to Phone: -4L-: Street:—q—+01 e r l - encs.... i2d Fax: 4 2-* — Z4c City, State Zip: Car -far, -A u t - ' 1 L` State License No.: ArchitectlEngineer Information Name: Street: City, St, Zip: Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatioi hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrultion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribcd with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wal 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 requitinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitsTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agem's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date a.rd J ICA CA h Print 7ontractor/A ant's Name p- I -1 c rS Signature of Notary -State of Flonds Date r' ; ' •.PATS - 3% MY CO A,IIISSItN1 IFF t2sy0 EXPIRES: Augu 25, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is ./ Pers Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtu Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: Junc 30, 2015 Permit Application r 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road / Orlando, FL 32824 1w+w.RJKlely.com Hudson, FL 34669 I Valdco, FL 33594 727-863-5486 8t 3-661-0707 407.855-2638 Stale License #r CF -0O2 2.J KiELTY Page: 10 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey -1412 ! 6-pl.- -Lr Lake Mary FL 32746 $5,925.00WeProposeherebytofurnishmaterialandlabor - complete In accordance with specifications below for the Sum of: Payment to be made as follows. 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatior from specifications below Involving extra costs executed only upon written orders, and f will become a other xtra ecessary irtsu e. Our workers aarge over and above the estimate. re agreements contingent upon strikes, a s or dela beyond our control. Owner to carry , I i covered by workees oompensatio surer ( VJ AUTHORIZED SIGNATUR THIS PROPOSAL MA SE WITHDRA N IF NOT ACCEPTED IN 30 D We hereby submit specifications a ales for. Master Both 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Shower Sterling Accord 60x34 Base Gerber Maxwell 21-912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome FaucetILav 2nd Bath White With Walls And Moen Chateau TI -183 Chrome Valve I Tub Sterling Accord 6060 71140120 Gerber Maxwell 21-912 1.28 While ElongatedIToilet By Builder With Moen Chateau 64925 Chrome Faucet1Lav Kitchen 1 Sink By Builder Faucet Moen Integra 67315 Chrome Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box Dishwasher Hook Up Utilities I Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sevier &Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance; Addilional $12 per toot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made a dem ed above. e er tarps deeper than reasonable12 feet or requireslems court costs dewatering event oill bean extra charge. al action. A monthly service charge of 1 112% will be added after 3 SIGNED: DATE OF ACCEPTANCE 8 PAGE Branch: Hudson Last Edit By: Last Edit Date: 7272017