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3923 Saltmarsh Lp 18-753; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 15, 2018 I o BUILDING APPLICATION #: 18-10000120 BUILDING PERMIT NUMBER: 18-10000120 UNIT ADDRESS: SALTMARSH LOOP 3923 17-20-31-502-0000-1740 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 174 SFR FEE BENEFIT RATE UNIT TYPE - - - •- DIST - SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Single Family Housing .00FIRERESCUEN/A 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS CO WIDE ORD 1.000 dwl unit 54.00 PARKSgle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE %JSEMINOLECOUNTYROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES VMUSTBEEXERCISEDBYFILINGAWRITTENREQQUESTWITHIN45CALENDAR #A\LDAYSOFTHEDATEABOVEBUTNOLATERTM r/ CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE' 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHEPOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE Bl-DG CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I V - -7 Documented Construction Value: S 2 zlil Job Address: 39 1 al;-nrtirsh aJ I-heHistoricDistrict: Yes No Parcel ID: 17-20-31-502-0000- 114t Wyndham Preserve Lot 1-IL Residential ® Commercial Type of Work: New 2 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: 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 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 mast 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: P Edition (2014) Florida Building Code Revised: June 30, 2015 11 3`43 •— Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental.entities such as water ... .... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name sia-&4SL - Signature of No -State of Florida mateShayneMange t"!! NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111v ce 1`Expires 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building N Electrical 0 Mechanical a Plumbingg Gas[] Roof Construction Type: Occupancy Use: qZ—s Flood Zone: 5tT Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps K0 Plumbing - # of Fixtures ( % Fire Sprinkler Permit: Yes No [' # of Heads APPROVALS: ZONING: 216 UTILITIES: ENGINEERING: I-ATt: Z'131t FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. y lBZlo VO4`3ef- S, CTL Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 3 •L I-/$ Revised: June 30, 2015 _ _ _ _ _ . _ _. _ _._ _ Permit Application- _ Page 1 of 1 Grant Maloy Clerk of the Circuit Court & Comptroller Seminole County Clerk of Courts Verified as of 03/23/2018 Search Results ! Document Type: NC File No 2018013846 -- -- ---- -- — — - -- -- - - -- - - - - - - Date/Time: 2/6/2018 11:26:40 Book Type: O -- - ---- --- - ---- Book/Page 9070/546 Pages: 1 _ - ----- --- - - -- Consideration: s ---- Legal: L174 WYNDHAM PRESERVE Grantors: STARLIGHT HOMES FL LLC Grantees: RE NOTICE COMMENCEMENT Page: R1 ; f4-1 Rotate Left Rotate Right Reset PDF / Print Page I PDF / Print All Pages Image being retrieved, please wait... 1o101 Larger images take longer to retrieve. 2016 NeWision Systems corporation http://officialrecordsbv.seminoleclerk.orgBrowserView/ 3/28/2018 CITY F SANFORD 1. - BUILDING & FIRE REVELATION PERMIT APPLICATION Application No: Documented Construction Value: S -11 q,{- Job Address: 3g 13 4l+CYshl--oa.0 `r--a Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1-14o Wyndham Preserve Lot 1-1Residential ® 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 Wiliets Phone: -407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kutp 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: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application. is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental. entities such as water. managementdistricts, 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. a.5 -1 T Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Signature of No -State of Florida ne Mangel to Shay el e, NOTARY PUBLIC K(y_'. STATE OF FLORIDA Comm# GG113111 v 9 O Expires 6/21/2021 Contractor/Agent is V Personally Known to Me or Produced D Type of D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: Z - WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015. Permit Application-__. _ Po 4-1877-1 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: 3923 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1740 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFF CI US' O L 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: K 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# 18-753 Reviewed by: Michael Cash, CFM Date: February 13, 2018 1 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 J Y11 87-. Landscaping in Right -of -Way www.santordfl.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 over100 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 rro,..n,rvbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callberoreyoodlg. 1. Project Location/Address: 9a J S4-w"r'4r^ —G4 r '2 41r%'h-M A. GL-- 'IS a<-TZ3 2. Proposed Activity: Q Driveway Walkway Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is s bmitted by: Properly Owner: Signature: Print Name: rl \Ick-D L Address: 1064 Gree ood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.mange'@starl'phftmes.com Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement 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 Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have d u erstand the above statement and by signing this application I agree to itss terms. Signature: Date: ! — 10 Io This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: November2015 Official Use Only Fee: Date: Date: Date: Date: 1Z' 13 'ZD Date: Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a -5 -1 g Project Name: Wyndham Preserve - Lot Project Address: '31Ad3 Sdnford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 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 tenninate 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. Print N Owner/tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # EGsfe rbrook Print Name of El. Contractor Signature of El. Contractor EC 0003oQrfl El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ Rev. 02/10/15) MUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l- I S- I g 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): Gd' The specific permit and application for work located at: 39d3 al rn rah Lvov, Sa r4-t rd R- 3a-1-13 Stket Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day of( ]UI1W1M 2001'16, by _ _ RObel't Wllle#s who is qp r-sonallyknown to me or o who has produced identification and who did (did not) take an oath. Shayne Mangel Sj NOTARY PUBLIC Tf OF FLORIDA C0MM# GG113111 s WEI9 Expires 6/21/2021 Print or a name Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) as REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 1Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: 4VttffmAe-3,A tom. << S .'•Try : i.a.g '. ,.'''. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 1 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final a Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHA NCLsPERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 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 174 - 1826 SL Builder Name: Starlight Homes Street: 3923 Saltmarsh Loop Permit Office: S i le ount y7 5 3City, State, Zip: Sanford , FL , 32773 a/1a "' Permit Number: 1 - 1z, Owner. OHODesign9' 1 4 il,t Jurisdiction: f Location: FL, Sanford County:: Seminole (Florida Climate Zone 21ENt 1. New construction or existing New (From Plans) 9. Wall Types(2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft= 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft2 6. Conditioned floor area above grade (W) 1826 b. WA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R W 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 W SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1139.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft° b. Conservation features b. Floor over Garage R=19.0 400.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 54.32 PASSTotalBaselineLoads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and tj4E S741 this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance moo :• yam.,,,;; ' _ = , • ril with the Florida Energy Code. Y „ PREPARED BY: Before construction is completed DATE: I this building will be inspected for compliance with Section 553.908' I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ ode. OD WE OWNER/AGENT. BUILDING OFFICIAL: DATE' 0 DATE: !S• z/ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/18/2018 4:27 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 r FORM R405-2017 PROJECT Title: Lot 174 - 1826 SL Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1826 Lot # 174 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3923 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 97.3 ft 0 739 ft' 0 0 1 2 Floor over Garage Floor 2 __ --_ 400 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ft' N N 1/18/2018 4:27 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Frahiing Frac ' Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1139 1`12 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft2 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft2 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft2 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft2 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 / 226.3 ft2 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft2 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft2 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft2 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 N 8.0 ft2 1 ft 0 in 1 ft 0 in None None 2 S 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 4 ft 0 in None None 3 W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None 4 N 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft2 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 1`12 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/18/2018 4:27 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency- Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 k8tu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 drn 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC 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 6 365.2 ft Floor 2 91.3 ft° Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ 1] Jan rr ]]Feb [[ ]1 Mar 1] A r (]1] Ma [X]] Jun ([X1] Jul fX] Au Se OM Nov r OecHeating [X] Jan [X) Feb IX) Mar 1 Apr [ May)JunI )Jul f ) AugSeprl Oct X Nov X Dec Venlin [ 1] Jan [[ ] Feb (X1] Mar X1] A r (, Ma (1 Jun [[ 1] Jul Au Se X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 - PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/18/2018 4:27 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft=) 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. Floor over Garage c. N/A 3923 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1826 b. N/A Area c. N/A 113.00 ft= 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 41.00 ft= 12. Cooling systems ft= a. Central Unit Insulation R=0.0 R=19.0 R= R= 13. Heating systems a. Electric Heat Pump 1.000 It. 0.257 Area 14. Hot water systems 739.00 ft= a. Electric 400.00 ft= ft= b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 8 Address of New Home: .Q fs City/FL Zip: Insulation Area R=13.0 1111.50 ft= R=4.1 915.77 ft= R=13.0 379.02 ft= R= ft= Insulation Area R=30.0 1139.00 ft= R= ft= R= ft= R ft= 6 365.2 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Oi-fHE S94 rgr 0*0 oo WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 4:27 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 174 - 1826 SL Builder Name: Starlight Homes Street: 3923 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with seated. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shalt be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. 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 piping and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electricallphone 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 fire rinkler cover olates and walls or a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/18/2018 4:27 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 174 - 1826 SL Builder Name: Starlight Homes Street: 3923 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) • : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (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: y0F1I4E S7.4 0 0 WEIn 1/18/2018 4:27 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 174 - 1826 SL Builder Name: Starlight Homes Street: 3923 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL . 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct 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 1826 House Duct Total Conditioned Floor Area) System Leakacie 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 /18/2018 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: o,j -TIRE SrAr 0 lhgr r''•. ems:: .•• „ 0 I II_e_ 6 1/18/2018 4:27 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft° Project Summary Job: Starlight -Wyndham 1 Date: 6116/2017 Entire House Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air. C1. Odando. FL 32610 Phone: 407-886-3729 Email. GRenner@energyairmm Wab: www.energyairmm For. Lot 174 -1826 SL, Starlight Homes 3923 Saltmarsh Loop, 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 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14578 Btuh Duds 2141 Btuh Duds 3174 Btuh Central vent (30 dm) 847 Btuh Central vent (30 dm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data y Rate/swingmultiplier 1.00 Infiltration Equipmensensible load 18329 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Duds 579 Btuh Central vent (30 cfin) 887 Btuh Heatingg Codingg Outside air Area ( tt 1877 1877 Equipment latent load 4540 Btuh Volume ( tt?) 16161 16161 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22869 Btuh Equiv. AVF (dm) 135 70 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 dm Air flow factor 0.049 cfrnBtuh Air flow factor 0.051 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 OF Backup: Input = 5 kW, Output =16034 Btuh,100 AFUE BddMtalk values have been manuallyovenkMn Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C Wrl I7ttSO1FL' 9Right-SuiteOLInirersal 201717.028 RSU17013 2018- Jan-181626:35 Page 1 SpeaBdwjndham Prese.t.t 174 -1826 SL rup Calc= MA Front Door (acex S Manual S Compliance Report Job: Starlight -Wyndham wrightsoft' Date: 6116/2017 Entire House By. Energy Air, Inc - Plan: 1826 S Voyager 5401 Energy Air. Ct, Orlando, FL 32810 Phone:407-888-3729 Email: GRenner@energyairoom Web: ewtivenergyaircom For. Lot 174 -1826 SL, Starlight Homes 3923 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 18329 Btuh Outdoor design WB: 75.9°F Latentgain: 4540 Btuh Indoor design DB: 75.0°F Total gain: 22869 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 dm Sensible capacity: 20927 Btuh 114% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 114% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19175 Btuh Indoor design DB: 70.0°F Entering coil DB: 76.6°F Entering coil WB: 63.5°F Entering coil DB: 68.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Btuh 149% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Manufacturer. Actual airflow: Output capacity: Elec strip Model: 899 drrl 4.7 kW 84% of load Meets all requirements ofACCA Manual S. Temp. rise: 50 OF 2018-Jan-1818:26:35 wrightsoft• Right•SuiteSUni%ersal20l7 l7.0.28 RSU17013 Page 1 A=, .-SpedfidWyndham Preserret t 174 -1826 SL rup Celc = MJ8 Front Door faces: S wrightsoft° Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, CA, Orlando. FL 32810 Phone: 407-888.3729 Email: GRenner®energyaircom Web: ~.enetgyaircom For. Lot 174 -1826 SL, Starlight Homes 3923 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight -Wyndham Date: 6/16/2017 Plan: 181t6 S Voyager Heating Coding External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.143 in/100ft 0.143 in/100ft Actual airflow 899 dim 899 dm Total efl'ective length (fEL) 196 ft Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W n) Dud Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun c 696 2 35 0.263 4.0 Ox 0 VIFx 6.4 100.0 Lon c 1928 94 98 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat C 122 4 6 0.255 4.0 Ox 0 VIFx 9.6 100.0 br2 c 1626 36 82 0.249 5.0 Ox 0 VIFx 12.6 100.0 bra c 1633 70 83 0.242 6.0 Ox 0 VIFx 15.5 100.0 rover h 2784 137 74 0.171 7.0 Ox 0 VIFx 18.3 145.0 sty Idt-tam h 3821 187 176 0.147 8.0 Ox 0 VIFx 40.7 150.0 st4 Idt-fanm-A h 3821 187 176 0.143 8.0 Ox 0 VIFx 45.7 150.0 st4 mba h 795 39 36 0.189 4.0 Ox0 VIFx 28.3 120.0 stl mbr C 1694 79 86 0.198 6.0 Ox0 VIFx 21.4 120.0 stl pdr h 703 34 15 0.150 4.0 Ox 0 VIFx 31.9 155.0 st5 VAC C 403 18 20 0.195 4.0 Ox 0 VIFx 23.6 120.0 st1 v"a h 239 12 11 0.236 4.0 Ox 0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dim) dm) FIR fpm) in) in) Material Trunk st1 PeakAVF 136 142 0.189 531 7.0 0 x 0 VinlFlx st4 PeakAVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st3 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st5 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st3 Bold4ta/ic values have been manuaityovenldden 201 8-Jan-1816:26 35 wrightsoft• Right-Suite®Universal201717028RSU17013 Pagel AC K ...Specifidwyndham PreservelLot 174 -1826 SL rup Celc= MJ8 Front Door faces S Name Grille , , Size (in) Htg dm) CA dm) TEL ft) Design FR Veloc fpm) Diam in) H x W , in) Stud/Joist Opening (in) Dud Mad Trunk rb3 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-1816 28:35 wrightsoft• Right -Suite Llni%ersal 201717.0.28 RSU17013 Page 2 ACCK ...SpedfidWyndham Presene%Lot 174 -1826 SL rup Celc - MA Front Door faces- S L M QED Job* Starlight -Wyndham Performed for. Lot 174 -1826 SL 3923 Saftmarsh Loop Sanford, FL 32773 Level 1 10 x 10 187 cin Sup Riser 12' garage kit -fam 10 x 10 187 cfm str SupRisi 8 • 8 2x6 I rvjpdr37Cfm rvtw foyer Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 40M8C>3729 wAwenergyair.com GRenner@energyaircom Scale: 1 /8" =1'0" Page 1 RightSuite® Unhasal 2017 17.0.28 RSU 17013 2018Jan-1816:26:41 m Preser\O of 174 -1826 SLnrp r. level 2 AHU ON METAL STAND 2.5 TON 240V 15KW HP m ba rVTR m br 8x4 399cfm 10x6 86 Cfm 4" MAC 6" 8x4 20 On 4' Sup Riser 12" CIs2 7" 18z8 Laun 8x4 35 Cfm tOx6 82Cfm 4., 4 TR 14x6 12„\ b2 p aC 6" c3 ba2 8za a" In 8x4 TVTR 6cfm r 12 cfm F 6 6 24z18 10 x6 899 Cfm 98 C(m tOx6 83 cfm 14 x6 Loft bf3 cCAVTR 3E CFM Riser Job#: Starlight -Wyndham Energy Air, Inc Scale: 1 /8" =1'0" Performed for: Paget Lot 174 -1826 SL 5401 EnergyAir, Ct Righk%itet Universal 2017 3923 Saftmarsh Loop Sanford, FL 32773 Orlando, FL 32810 17.028 RSU 17013 2018Jan-181626.42 Phone: 407486,3729 m Presmeu at 174.1826 SL.rup www.energyair.com GRenrw@energyaircom 0` IYLC MARA fo0 o zm: N a a wa, l 0 mJ U 00 bz m 11] 00 DINWNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 174 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE". City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = 4.400 SQ.FT. LIVING AREA- 739 SQ.FT. GARAGE 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY = 479 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS- 41.2 9. SOD = 2.588 SO.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK - 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 0 So. DRIVEWAY - 593 SQ.FT. SIDEWALK - 246 SQ.FT. SOD = 2.714 SQ.FT. WYNDHAM PRESERVE - LOT 174 PLOT PLAN LOT 162 I LOT 161 I LOT 160 40.00' NOA7H BOUNDARY LINE OF LOT 174 LOT 174 iiAREA = 4,400 S.F. t vi M; 10.0 ; PATIO c PAD O 6.0*12.7' - 15.3 6.0' ` Q 28.0 O PROPOSED QOw2STORYRESIDENCE (n LOT 173 3923 SALTMARSH LOT 175LOOP 1826 VOYAGER v Q ! ELEVATION - S Q Q GARAGE - LEFT O ZON!!`! DATE (S tom' FFE= 30.2 Ok to construct single family homeps.o 26.0s o' with setbacks and impervious area PORCH ; shown on plan. a :A: 8210 VOyager- S, CxL M NQ A wQ Moa.+ry- N3 aka- oZ- ---------- 0: 10' UTILITY 8 a EASEMENT (P 2 40.0 ' 589'40'51 U c PROPOSED 5' : • ' • .; CONC SIDEWALK _ Mr —roof cquimenc LEGEND:ADUSSO-Access/Drainage/Utilities/Sidewalk LB -Licensed usmess BFP- Backflow Preventer Si ht Distance Easement 9S - Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L-Florida Power & Light P - Plot FFE-Finish Floor Elevation D. . - Deed Book E -Water Meter O. R.-Official Records Book Da -Water Valve P. B.-Plot Book 17 Fire Hydrant Pg.- Page RICE -Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Valve Cone. - Concrete C -Cable Box BP - Brick Paver CO -Telephone Box SW - Sidewalk E-Electric Box FFE- Finished Floor Elevation 0-Utility Pole Cl - Curb Inlet Guy Pole GTI - Grote Top Inlet Lght Pole P. U.E.-Public Utility Easement E---Guy Anchor RCP - Reinforced Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF — Square Feet MWO —Electric Handhole D. U.E.-Drainage Util'ty Easement DISK coo - Clean Out Control Valve FMGD-MAG NAIL& P. K.-Parker Kolon Nail ICV04- Irrigation 1,- Sign SIR Jet 1/2' Iron Rod L87768 WX-Gate Water Valve SPKD - Set P.K. & Disk LB7768 IR-Gas Meter FIR -Found 1/2" Iron Rod L87768 11. -Existing Grade FIP - found 1/2* Iron Pipe L87768 a -Blow-off Valve FPKD- Found P.K. Nail & Disk L87768 -..-Drainage Flow Direction FCM - Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 Note: Some items in above leaen As- Bullt/ExlsUna Gradq may not be applicable) 1 DescriDtion I Date I Dwn.ICk'd I P.C.IOrder No. coNc cuRe SALTMARSH LOOP N PCP 50' RIGHT—OF—WAY PRIVATE ROAD) PCP VJ 555.98' S89'40'511N CENTER j LINE BUIQ DING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying. Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for *WYNDHAM PRESERVE". City of Sanford Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) Offies D. Levinera16' "T --' 15 ORIDAPROFESSIONAL'SURVEYOR &'MAPPER NO. LS69 M.......... 15 NOT VAUD WRHOUT THE SIGNATURE AND THE ORIGINAL PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 1" DESCRIPTION: LOT 174, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderiey Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drown: JE I Checked: JDL P.C.: Data File:erissonEast-Plat Date: 01/23/18 Dwg:&WonEsst-1ot174 Order No.: — SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: — RECORD COPY PAL M ER CELECTRIC Starlight Homes 1826 Voyager LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014-220.82(Cl(31-(41) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC 2014 - 220.82(B)(I)- (411 LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft 5.48 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER G 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT # 8 _ 7 5 37.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.39 KVA SUB -TOTAL (GENERAL LOADS) (NEC2014-220.82(Bl) 20.39 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)l 30.78 KVA MINIMUM SERVICE SIZE 128.24 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150 Amp -Electrical Diagram 1,50,Amp . Main 120V / 240V RECORD COPY Typical 150 Amp Interior Panel Op%LDING SANFORD O AgR.ApF. 1g-753_ 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp / Concrete Encased Electrode 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 P0174 - W P0174 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W PO174 Model: 1826 S Tampa, FL 33610-4115 Lot/Block: 174 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 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name I Date 1 1 T12943753 1 Al 1/12/18 118 IT12943770IV3 1/12/18 12 1 T129437541 A2 1 1/12/18 119 I T12943771 I V5 1 1/12/18 1 13 I T12943755 I A3 1 1/12/18 I 1 1 ( n, I 1 1 j<jt 8 I 14 I T12943756 I A4 1 1/12/18 15 1 T1 2943757 1 A5 1 1/12/18 16 I T12943758 I A6 1 1/12/18 17 1 T1 2943759 1 A7G 1 1/12/18 18 1T12943760 181GE 11/12/18 19 I T1 2943761162 1 1/12/18 110 1 T129437621 CJ1 11/12/18 Ill I T1 2943763 1 CJ3 1 1/12/18 112 1 T1 2943764 1 CJ5 1 1/12/18 113 IT129437651 EJ7 1 1/12/18 114 1 T129437661 EJ7G 1 1/12/18 115 1 T129437671 HJ7 1 1/12/18 116 1T129437681 M1GE 1/12/18 I 117 1T129437691 M2 1 1/12/18 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. DTme,4 7 5 3 01111111118110 No 39 0 0 • OF Watter P. Rim PE No.22839 MRek USA, Inc. R. Cart 6634 6904 Was East Blvd. Tampa fl 33610 Date: January 12, 2018 Finn, Walter I of 1 Job Truss Truss Type Oty Ply WP0174 T12943753 W P0174 A 1 G Hip Girder 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:34 2018 Page 1 ID:5c7Af685PE1PW638d3NKNz4S6e-i39MO9bOEMyOGPOAP?wbpbG5A4rLNICoc7?6xRzwB 1 x 1.0.0, 4.3.11 7.0.0 ti-8.9 16-3.7 21-0.0 23.8.5 28 0-0 29.0•q 1.0.0 4.3.11 2.8.5 4.8-9 4.6.13 4.8-9 2-- 4-3.11 5.00 rl2 6x8 = 2x4 II 3x8 = 4x6 = 4 18 19 S 20 21 6 22 23 7 Scale = 1:48.9 Sx8 = it iG 24 2S in 26 14 27 1O 28 29 iZ I Sx8 = 2x4 II 3x4 = Sx8 = 4x10 MT20HS = 2x4 11 3x8 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CS1. TC 1.00 BC 0.98 WB 0.80 Matrix-SH DEFL. Vert(L-) Vert(CT) Horz(CT) in (loc) Well Ud 0.34 13-15 >980 240 0.64 13-15 >520 180 0.18 9 Na n/a PLATES MT20 MT20HS Weight: 141 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 4.9-5 oc bracing. BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=210610-3-8, 9=2106/0-3.8 Max Horz 2=46(LC 27) Max Uplift 2= 688(LC 4), 9=-688(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4682/1520, 3.4=-4540/1539, 4.5=-5410/1845, 5-6=-5409/1845, 6-7=-4243/1452, 7-8=-4540/1538, 8.9=-4681/1520 BOT CHORD 2.17=-1362/4240, 16-17=-1362/4240, 15-16=-1344/4205, 13-15=-1756/5409, 12-13=-1756/5409,11-12=-1350/4239,9.11=-1350/4239 WEBS 4-16=-90/586, 4-15=-482/1464, 5-15=-525/323, 6-13=0/384, 6.12=-1432/474, 7.12=-316/1297 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl , GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 36-0 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 688lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 It, up at 7-0-0, 111 lb down and 110 lb up at 9.0.12, 111 lb down and 110 lb up at 11-0.12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110 lb up at 14-11-4, Ill lb down and 110 lb up at 16.11-4. and 111 lb down and 110 lb up at 18.11.4, and 210 lb down and 206lb up at 21-0-0 on top chord, and 340 lb down and 113 lb up at 7-0-0. 85 lb down at 9-0-12. 85 lb down at 11.0-12, 85 lb down at 13-0-12, 85 lb down at 14-11-4. 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 340lb down and 113lb up at 20-11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Q WARNING - VWW dedgn parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE A07473 rev. rMMIS BEFORE USE. Design valkl lot use only with Mnek® connectors. This design is based only upon parameters shown. anti Is lot an Individual "cling component. not a truss system. Before use, the txRUing designer must verity the app11cablilly of (lesion p aanotors and popetly Incorporate this design Into the overall building design. Bracing Indicated Is to pevent bucalrg of Individual Kiss web and/a chord rnernbets orgy. Additional lernpotay, and Peunanent biockl0 M iTek' Is always i0cl lied lot staWlly and to povent collaim wllh powlible personal "aid lxoperty danapge rot oonetcliguiclanco te"clirg tiw fabilcatbn, storogo. delivery, otecilon end bracing Of misses and miss systems, seeANSI/IPl1 Quality Criteria, DSB-89 and SCSI Sutiding Component 6904 Parks East Blvd Safety Information civollcanle hom Iniss Nate Institute. 218 N. Lee Street, Sulle 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type oty Ply 0174 IJobWP0174 AIG Hip Girder I 1T12943753 WOP b Reference o tional11 Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:34 2018 Page 2 ID:5c7Af685PEIPxJ638d3NKNz4S6e•139MQ9b0EMyQGP9AP?wbpbG5A4rLN(Coc7?6xRzwB 1 x LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-163(F) 7_ 163(F) 16=-340(F) 12=-340(F) 18=-111(F) 19— 111(F) 20=-111(F) 21=-I I I (F) 22_ 111(F) 23=-111(F) 24=-61(F) 25=-61(F) 26=-61(F) 27=-61(F) 28_ 61(F) 29=-61(F) Q WARNING - Vorlr7 d-911 Perem — end READ NOTES ON THIS AND INCLUDED M/FEK REFERANCE PAGE NIF7473 rev. 16WIMIS BEFORE USE. Design valid for use only with MllekS connectors. lids design Is based orgy upon "amelers shown. and Is for an IndMdttal txRding component. not a truss system. Before use. the txBdtrtg designer must verify the of*Alcabllly of closign parometors and txopredy kicorporale this design Into the ove", building design. 11rachij Indicated Is to rxovent podding of Individual buss web and/or chard members only. Additional lernporary and permanent bracing MiTek' Is always regrdred for statxlity and to prevent collaine with possUe personal Inpxy and pxopxrty damage. For genetal grldmco reWding the fabdcalkwL stotago, deltvery, erection and lracmg of trusses and truss systems. seeANSt/1PI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East BNd Safety Information avaltable from lira Plato InsOtrrie. 218 N. Lee Street, Stdte 312, Nexanctda. VA 22314 Tarrpa. FL 33610 Job Truss Truss Type Oty Ply JWP0174 T12943754 WP0174 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:35 2018 Page 1 I D:5c7Af685PEIPxJ638d3NKNz4S6e-BGIkeVice?f4HtZkm4RgMpoMSTCR6F3xrnkiUuzwB 1 w 1-0.0, 5 8.11 9.0 0 14.0.0 19.0.0 22.3.5 28.0.0 29.0.0 1.40 58.11 3.3.5 500 500 3.35 5&11 1.00 4x6 = 3x4 = 5 06 = Scale = 1:48.9 0 jg 3x8 = 1Z ro 3x8 = 3x8 = 4x6 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.60 Vert(L-) 0.1710-12 >999 240 MT20 244/190 BC 0.93 Vert(CT) 0.3710.12 >893 180 WB 0.25 Horz(CT) 0.09 8 n/a n/a Matrix-SH Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horn 2=58(LC 16) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1424, 3.4=-1846/1198, 4.5=-1681/1139, 5-6=-1681/1139, 6-7=-1846/1198, 7-8=-2104/1425 BOT CHORD 2.12=•1240/1894, 10-12=-1043/1877, 8-10- 1146/1894 WEBS 3-12= 282/432, 4.12=-310/508, 5-12=-342/246, 5-10=-342/246, 6.10=-311/508, 7- 10=-282/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi-- 0 18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5.0.0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 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 psl bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2 and 278 lb uplilt at joint 8. Q WARNING . Verilydesign oslgparemslere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 11167473 rev. I613/l016 BEFORE USE Design valld to use only wllh MRek® connectots. this design 6 based only upon parameters shown, and Is lot an Individual building component, not o truss system. Belote use. the txlldlng designer must verify the op rAlcabllty of design poaralets and Ixoroily Incorpoiale this design Into the overall Wding design. Brocing lyd9caled is to prevent buclding of IrKINklual Inns web and/or chard members only Additional lernpooy and pe manant bracing MiTek' Isalwaysrequiredforstabilityandtopxoventcolk6xewithposg)le pxwordl InIW aril property damago. for general gtddatco regarding the KIxicatlon, storage, dolfvory, erection and hxocing of musses and Inss systems, seeAN51/rPl I Quality Criteria. DSB-69 and SCSI Sulding Component 6004 Parke East Blvd. Safety Information crwllable from If ss Plole Institute. 218 N tee Streel. Su lle 312. Alexanddo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0174 T12943765 W P0174 A3 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:36 2018 Page 1 I D:5c7A1685PEIPx l638d3NKNz4S6e-ISG6rrcGmzCSVp1YXOy3vOLYZtebrf154RUDOKzwB 1 v 1.0." 5-1 11.0.0 17.0.0 22.9.13 28-0.0 29.0-Q• 1.00 5-2-3 5.9.13 6.0.0 5.9.13 52.3 1.00 Sx8 = 4x6 = Scale = I AS.9 jg 3x6 = 13 1"L lu t! US = 2x4 II 3x4 = 3x4 3x8 = 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (Ib/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) CSI. DEFL. In loc) I/dell Ud PLATES GRIP TC 0.56 Vert(LL) 0.12 12 >999 240 MT20 244/190 BC 0.55 Vert(CT)-0.2212.13 999 180 WB 0.42 Horz(CT) 0.09 7 rt/a n/a Matrix-SH Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=•2213/1497, 3.4=-1669/1104, 4.5=-1492/1080, 5.6=-1670/1104, 6.7=-2213/1498 BOT CHORD 2-13=-1322/1986, 12-13=-1322/1986, 10-12=-784/1492, 9-10=-1225/1985, 7-9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5-1 0=- 149/372, 6-10=-541/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5-2-3, Extedor(2) 5-2-3 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 273 lb uplift at joint 2 and 273 lb uplift at joint 7 0 WARNING- VeAIT dodgn peromdoro and READ NOTES ON I M AND INCLUDED Mn'EK REFERANCE PAGE M9.7473 rov. I411,03MIS BEFORE USE Design valld lot use only whh Mllek®conneclas. lhts design Is based only upon parameters shown. and Is lot an in lMdLicil txAding componont, not a truss system. Before use. the building designer must verity the oWicablilly of design paamolers and properly Incorporate this design Into the overall txA<9rlg design. Raehg Indicated Is to prevent buckling of Individual buss web and/of chord inernbers only. Additional temporary and permanent biacfrlg MiTek' Is always roguired tot stablllty and to Ixevent collofxe with lxmble personal InKay and proPeny damage. For general guidance tegadng the fabricallm storage, delivery, erection and bracing of Misses and him sysleins. seeANSI/IPI I Quality Criteria. DSO-69 and SCSI Building Component 6904 Parka East Shed. Safety Intormatbn avaltable from Iniss Rate Institute. 210 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Qty Ply WP0174 T12943756IJobWP0174A4Hip21 Job Reference (optional) tluitaers Flrstbource, I ampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:37 2018 Page 1 ID:5c7A1685PEIPxJ638d3NKNz4S6e-7egV38duXHK?7tul48T1 RDueKHwfa4MEJ5DmYmzwB 1 u 7.7.12 13-0.0 15.0.0 20.4.4 28.0.0 29-0 Q 1.0.0 7.7.12 5-4.4 2.0.0 5.4.4 7.7.12 1.0 0 Scale = 1:48.9 4x6 = 4x6 = 06 = - - 4x6 = 2x4 II 3x4 = 2x4 II 3x4 = 3x4 = LOADING (psf) TOLL 20.0 TCOL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TO 0.88 BC 0.75 WB 0.52 Matrix-SH OEFL. in Vert(LL) 0.17 Vert(CT) -0.26 Horz(CT) 0.08 loc) Vdefl L/d 2-13 >999 240 2-13 >999 180 7 rVa n/a PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceding directly applied or 4.7-0 cc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1087/0.3.8, 7=1087/0.3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1367, 3.4- 1466/1019, 4.5=-1297/986, 5-6= 1466/1019, 6.7=-2075/1367 BOT CHORD 2-13=-1153/1840, 12-13=-1153/1840, 10.12=-639/1297, 9.10=-1059/1840, 7.9=-1059/1840 WEBS 3-13=-6/300, 3.12=-678/604, 4-12=-267/378, 5-10- 267/378, 6.10=-678/604, 6.9=-6/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140Mph (3-second gust) Vasd=108mph; TCOL=4.2ps1; BCDL=3.0psl; h=1511; Cat. 11; Exp C; Encl., GCpf=O 18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0.0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286lb uplift at joint 7. Q WARNING - Verily dedgn pw meter* and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7479 mv. I&VVAIS BEFORE USE Design valid for arse orgy with Mllek®conneclois. This doslgn Is basod orgy upon paiainoters shown, and Is tot an Individual Wilding component. not a truss syslern. Before use, the bUklrg de*jner i nusl verity the ofolcobllty of design parameters and Ixoppetly Incor paale this design Into the overall bidding design. Bracing Indicated Is to prevent Ixickflng of Individual truss web and/or chord members orgy. Addlkxxil tornporary and permanent bracing MiTek' B always required for stability and to pxevent collapse wllh possit" persona! Ingay and pxor edy damage, rot general guidance regarding Be totxkpatton, storage, delivery, erection and txacfrg of trusses and truss syslelfM seoANSI/IPI I Quality Criteria, OSB-89 and BCSI Building Component 6904 Parka East Blvd. Sorely IMonnotlon avglkaple from truss Piste frasilyde. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tarrpa, FL 33610 Job Truss Truss Type Oty Ply WPOI74 T12943757 W POI74 A5 Common 7 1 Job Reference (optional) Builders FirstSdurce, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:38 2018 Page 1 ID:5c7AI685PEIPx )638d3NKNz4S6e-bgOtGXeW IaSrkOSxer?X_ROnUhDyJ21 OXIzJ4Dzw81 t 1.0 0; 6.9.3 14.0.0 21.2.13 28-0.0 29.0.0, 1.0.o 6.9-3 7.2.13 7.2.13 6.9.3 1.0.0 dal 4x6 = 5.00 12 Scale: 1/4'=1' axe = 30 = 36 = 3x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 REACTIONS. (Ib/size) 2=1087/0.3-8, 8=1087/0-3.8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8=-292(LC 13) CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.98 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.4e 2.12 >690 180 WB 0.43 Horz(CT) 0.08 8 rVa n/a Matrix-SH Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-2078/1686, 3-5=-1777/1487, 5-7=-1777/1487, 7.8=-2078/1686 BOT CHORD 2-12=-1442/1873, 10.12_ 760/1221, 8-10= 1450/1873 WEBS 5.10=-422/598, 7.10=-435/595, 5-12=-422/598, 3.12=-435/595 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.Opst; h=15ft; Cat. 11; Exp C; Encl., GCpi-0.18: MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0.0 to 14.0.0, Corner(3) 14-0-0 to 20-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chotd live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8 T0 0 WARNING - Vedflydesign pentmeters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MS-7p3 rev. IdD. M15 BEFORE USE. Design vaild lot use orgy Win Milok® conneclors. Ihls design b based orgy upon parametem shown, and h for an Individual Ixdding component, not a truss system. Boloto use, One WcAr g designer must vetlfy Ite oWicablity of design pmamelers and fxopoily Motpoiate this; design Into the overall truing design. Bracing irdicaled Is to prevent btalafrng of UK1NIdal truss web and/or chard members only. Additional temporary and permanent Ixaceng MiTe k' S dwalys r"Ared too stability and to pievenl cotigbse, wllh possible personae"and pxopedy damage. Pot general guidance regarding the 6904 Parke East Blvd. labneallon, storage, delfvery, erection and bracing of trusses and Inter systems. seeANSI/IPI I Quality Criteria, OS"9 and SCSI Sullding Component Tampa. FL 33610 SafetyInformationalvdtablefromirksRateInstitute. 218 N. Lee Street, Stlte 312, Alexandria. VA 22314. Truss Truss Type Oty Ply 0174 T1294IJobWP0174A6RoofSpecial11JopbReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = 06 = 4 5 8.130 s Sep 15 2017 MYI ek Industries, Inc. Fn Jan 12 06:24:38 20113 ID:5c7Af685PEIPxJ638d3NKNz4S6e-bgOIGXeW IaSrkOSxer'dX_ROrlhESJZwOXlzJ, 2x4 II 5x8 = Scale = 1:49.7 3x8 = 1 b 14 1 L 11 3x8 = LOADING (psi) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 WEBS 2x4 SP No 3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171rP12014 REACTIONS. (lb/size) 2=1087/0-3-8, 9=1087/0.3.8 Max Horz 2=63(LC 12) Max Uplift 2=-263(LC 12), 9=-321(LC 13) 3x8 = 30 = 3x8 = 3x4 = CSI. DEFL. In loc) Well Ud PLATES GRIP TC 0.73 Vert(L-) -0.19 9.11 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.41 9-11 >818 180 W B 0.44 Horz(CT) 0.08 9 rVa n/a Matrix-SH Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/1645, 3.4=-1748/1406, 4.5=-1683/1418, 5.6=-1884/1502, 6-7=-1884/1502, 7.8= 1834/1438, 8-9=-2098/1703 BOT CHORD 2-15=-1390/1898, 14-15=-1390/1898, 12.14=-1113/1749, 11-12=-1049/1662, 9-11=-1457/1890 WEBS 3-14=-437/519, 4.14=-946/1152, 5-14=-837/717, 5-12=-142/279, 6-12=-264/232, 7-12=-266/295, 7-11=-244/382, 8-11=-292/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.0psI: h=15ft; Cat. II; Exp Q Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0, Extedor(2) 5-0-0 to 9-10.0. Comer(3) 9.10-0 to 25-0.0, Exlerlor(2) 25-0-0 to 2"-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate 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 263 lb uplift at joint 2 and 321 lb uplift at joint 9. 0 WARNING • VM/y design panrnatem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7472 tev. 10002,2015 BEFORE USE. Design valid la use only with Mriek®connoclots. lhls deslgn Is based only upon Palametels shown. and Is IoI an IndMWxA txAdhg component. nor a truss system. Before use, the btlkffi1g designee must verify the apPllcoIAIty of design patomelets and properly Incoipotalo this design Into the overall building design. Bracing Indicated Is to bttclalrvj of IndNWual Inns web and/or chord members orgy. Additional ternporary and permanent bracing M iTek' prevent Is always required tot stability and to prevenl collglse with possible personal "aid property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, storage, dollvety, erection and btacing of musses and truss systems seeANSI/IPI i Cuailty Criteria, OSB-69 and SCSI Building Component Tampa, FL 33610SafetyinformationavailablefromIntlPlatethsriQAo, 218 N. Lee Street. State 312. Alexandda, VA 22314. Truss Truss Type City Ply WP0174 T12943759IJobWP0174A7GRoofSpecialGirder11 Job Reference (optional) Builders FirstSOurce, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MI 1 OK Industries, Inc. hrl Jan 12 Ub:24:4U 2U1 b1 rage 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-YDWdhCgnpCIZ_KcKmG 1?3sWAkUvpnLsg?3SO95zwB1 r rt 40 5.2.9 9-10.0 12.8.0 16.8.4 21.0.0 23 9.13 28 0.0 29 0.0 1.0-0 5.2.9 4.7.7 2-10.0 4.0.4 4-3.12 2.9.13 4.23 1.0.0 Scale = 1:50.6 4x6 = 3x6 = ,. 4x1O MT20HS = , 1 3x12 MT20HS Sx8 = 30 = 700 = 2x4 11 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.31 12-13 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.57 2-15 >582 180 MT20HS 187/143 SCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.13 9 rVa rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc puffins. BOT CHORD 20 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. 9.14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 2=163610.3.8, 9=2494/0-3-8 Max Horz 2=-63(LC 32) Max Uplift 2=-451(LC 8), 9=-787(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3476/967, 3.4=-3172/916, 4.5=-3132/912, 5-6— 5492/1718, 6-7=-5452/1750, 7-8=-5825/1851, 8.9=-5622/1759 BOT CHORD 2-15_ 890/3158, 13-15=-1310/4710, 12-13=-1595/5492, 11.12=-1568/5140. 9-11=-1568/5140 WEBS 3-15=-326/243, 4-15=-614/2179, 5.15_ 2646/888, 5-13=-406/1074, 6-13=-266/237, 6-12=-586/431, 7-12— 493/1879, 8-12=-217/367, 8.11=-368/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=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); cantilever left and tight 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 nonconalrrent with any other live foals. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 787 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 206 lb up at 21-0.0 on top chord, and 1453 lb down and 459 lb up at 19.9-8, and 340 lb down and 113 lb up at 20-10.15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.5=-54, 5-7= 54, 7-10=-54, 2-9=-20 Q WARNING - Verity dedgri pemmefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M07473 rev. IM31201S BEFORE USE Design valld for use only wllh W lek®connectots. lhh design Is based only upon ptoartelers shown. and is la on Individual building component, not a Irurss system. Below use. Iho Iwlldlrtd desigm-s must verify the ar)INIcab lity of design paiameleis and prop oily Incorporate this doslgn Into the overall bu ldlrKI design. eachg Indicated Is to prevent bucldbV of Individual Buss web aril/or chord members only. Additional lemroray and permanent txocing M iTek' Is always to,"ed for stablilty and to pcevenl collgbso wllh possible personal Inkay and pxop erty damage. roc general guidance rogaiding the fabrication, slorogo. dellvery, erectlon and tracing of Misses and Inrss systeniL socANSI/1P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Porke East Blvd. Safety Information avc/lable hem teas Plate Witude. 218 N. Lee Sheet. Suffe 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Type Oty Ply WP0174 rA7G T12943759 WP0174 Root Special Girder 1 1 Job Reference (optional) tsunaers mrs!Jource, 1 ampa, mam txy, mortaa 33566 6.130 s Sep 15 2017 MI I eK industries, Inc. I-n Jan 12 06:24:40 2018 Page 2 ID:5c7A(685PEIPxt638d3NKNz4S6e-YDWdhCgnpCjZ KcKmGI?3sWAkUvpnLsg?3SQ95zwBtr LOAD CASE(S) Standard Concentrated Loads (Ib) Van: 7= 163(B)12=-340(8)16= 1453(B) 0 ~NWG - verity dettyn parometen and READ NOTES ON THIS AND INCLUDED M[MK REFERANCE PAGE M0-7479 rov. IMMIS BEFORE USFE Design wild for use orly w ilh Mltek®conneclors. Ills doslgn Is lobed oNy u f)o n Ixaamelers shown. ands for an IndlvId al bolding component. not a truss solem. 8elote use. the building desfgnor must vodty the a roicabllty of design paomotors and Ixoperly Wogwtalo this design Into the overall building design Bracing Indicalod Is to proven) buckling of Irx Wual Russ wob and/or chord members only. Additional temporary ceKJ pefmanenl bracing M iTek' Is always raqulred ton stability and to Ixevent coflolne with Ix=Ue personal trnpuy and Ixopeny damage. Fof general guidance regaclng the MrIcallon, storage. delivery, erection anut txalcbV of trusses and ram systems. seeANsl/m I Quality Criteria, DSS-69 and SCSI auiding Component 6904 Parke East Blvd Safety Information avdlade from Intss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Dry Ply WP0174 T12943760IJobWPOI74BIGECommonSupportedGable11 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 44 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:41 2018 Page 1 1638d3NKNz4S6e-OP4?uYgPaVrObUBWJ_YEc32V2uRkW9ggDj6 hYzwBIq Scale - 1:34.4 Ia 30 = 17 16 15 14 13 12 11 30 = Sx6 = 19.8.0 Plate Offsets (X,Y)-- 14:0-3-0,0-3-0) LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 1 rVr 120 BCLL 0.0 Rep Stress Incr YES W B 0.11 Horz(CT) 0.00 10 n/a n/a BCDL - 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19.8.0. Ib) - Max Horz 2=69(LC 12) Max Uplift All uplift 100lb or less at joint(s) 10, 2, 15, 16, 13, 12 except 17=-111(LC 12). 11=-118(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 14, 15. 16, 13, 12 except 17=275(LC 23). 11=290(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-17=- 189/339, 9-11 =- 196/362 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=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0, Extenor(2) 5-0-0 to 9-10-0, Comer(3) 9-10.0 to 15-10.0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 10, 2, 15, 16, 13, 12 except (jt=lb) 17=111, 11=118. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 0 WARNING - Vedly deslprn peremetsrr and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MQ7473 rev. 1640/1016 BEFORE USE. Design vddld for use only Win MI lek® connectors, this design Is Ltasod only upon paanoters shown, and is for an lndhddhsal building component, not a puss system. Before use, the building designer must verity It1e applicatlflty of design lxromolers and pnonwly Incogxxote this design Into Ile ovetoll building design. Bractng Indicated is to prevent buckling of lndWuat truss web add/or ctard membets only. Additional lernporduy and Muncinent txaemg MOW Is cswoys redadted for skdAlry and to Ixovent collolze wOh possible persordl lrtpry OW Ixopeny damoge Fa gererdy guldiance regdrding Ite kHxkatbn, storage, delivery. erection and bracing of trusses and truss systemsA seeANSillPl l Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdllable from Inns Plato Institute. 218 N. Lee Street, Stlto 312. Alexmfflo. VA 22314. Tanga, FL 33610 Job Truss Truss Type Oy Ply WP0174 T12943761 WPOI74 82 Common 3 i Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI TeX Industries, Inc. 1-n Jan 12 06:24:41 2018 Page 1 ID:5c7A168SPEI PxJ638d3N KNz4S6e-OP4?uYgPaVrObUB W J_YEc32PhuFO W zBgDjB_hYzws l q 1.0.0 5.2-9 9.10.0 14.5.7 19.8-0 1.0.0 5.2.9 4.7.7 4.7.7 5.2.9 Scale = 1:33.3 4x6 = Ig oxu LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-070 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.53 BC 0.95 WB 0.21 Matrix-SH DEFL. In Vert(LL) -0.17 Vert(CT) -0.37 Horz(CT) 0.04 loc) Wall Vd 6-7 >999 240 6-7 >633 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=718/Mechanical, 2=784/0-3-8 Max Horz 2=69(LC 12) Max Uplift 6=-188(LC 13). 2=-213(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1378/1316, 3.4=-1035/935, 4-5=-1035/971, 5.6=-1397/1357 BOT CHORD 2-7=-1138/1236, 6-7=-1143/1259 WEBS 4-7=-427/552, 5-7=-404/605, 3-7=-382/582 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.Opsh h=1511; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-5, Extedor(2) 5-0-5 to 9-10.0. Corner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=188, 2=213. Q WARNWO - Ve ft doalpn paramofore and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE MD7479 rev. 10MM15 BEFORE USE Design valid lot use, only with Wlek® connectors. Ills design It based only upon parameters shown, and Is for an Individual buldtrQ component, not a lam system. B ;foro use. the Ixdldlttg designet must vedry Ito aprxMablilly, of doslgn patamolars and Ixoperly Incorporale this design into the overall buaalng deslyn. Bracing Indkated is to prevent bucMtrtg of Individual lam web arvJ/er chord members only. Adaltlonal temporary ana pennanent xactng MiTek' Is always teguired for sladAlty and to prevent collapse wtlh possible personal trtpay aid property damage. For general guidance regarding the falxicatbn. staago, delfvery, erection and tracing of lases and lam systorns. so0ANSI/1PI I Quality Criteria, DSa•69 and SCSI Bullding Component 6904 Parke East Blvd. Safoty Information available from Trim Plate hutlIttle. 218 N. lee Street, Suite 312, Aloxanoldo. VA 22314. Tempo. FL 33610 Truss Truss Type Qty Ply WP0174 T12943762IJobWP0174CJ1Jack -Open 6 1 Job Reference (optional) Builders Fir61SOUrCe, Tampa, Plant city, Florida 33566 a.13o s bep 15 zo i i Mt I eK industries, Inc. Frt Jan 12 W 24:42 2U1 a rage 1 ID:Sc7Af685PEIPxJ638d3NKNz4S6e-UceO6uhiLpzHDemith3T8HbgZlpOFTIzSNxXD zwB1p 1.0.0 1.0.0 1.0.0 1.0-0 Scale - 1:6 5 2x4 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3.8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUtt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BC0L=3.0psf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 2 = 01. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to glydet(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 dL WARNING - Ved y design paninietent and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGEW7473 rov. rMQ MIS BEFORE USE Design valid for use only with Mllek® connectors. this design is based only ufxxn paameters shown, and Is lot on hc9vickicA IxAding component. not thetrusssystem. Wrote use, Ibuilding designot must voA1y the applkatAty of design twtamelors and properly t ncorpaate Ihls design Into the overall building design. Broci ng Indkoted Is to prevent txtclduV of IndlvkJtKA inks web and/a chord members only. AddlkxxA tempotary and permanent tracing MOW Is dwoys tegtdred for stability and to proven) cotlglse with possible personal trWay and ptopeny damage. rot general guidance tegadhng the fabrk: atlex storage, deltvety, erection and Lxoctng of musses cond tnrss systems, seeANSI/IPI I Quality Criteria, 0$849 and BCSI Ilullding Component 6904 Parka East Blvd. Tompo, FL 33610 SafetyInformationovalic"e from lnas Rate I nsllkne. 218 N. Lee Street, Sidle 312. Alexandria. VA 22314 Job Truss Truss Type Oy Ply WP0174 T12943763 WP0174 CJ3 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:43 2018 Page 1 ID:5c7A1685PEIPxJ638d3NKNz4S6e-yoBmJEif6758roLuROaihU8rti70 w?7h1g4mQzwBIo 1.0.0 3.0.0 1.0.0 3.0.0 2x4 = 3•a0 Scale - 1 10 8 LOADING (psi) SPACING- 2-0.0 CSI. OEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 11 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0.3.8, 4=28/Mechanlcal Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav, 3=63(LC 1), 2=178(LC 1). 4=56(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 0psi; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18, MIN FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. aL WARNING • Verily dedyn parernetas and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PACE MB-7473 rev. 1MMIS BEFORE USE Design nbd foi use only v4th MllekS connectors. this design a based only upon pananoters shown. and Is for an Individualividual bxldI ng component. nod tlatrusssystetnBetoreuse. Ite bding designer must vedfy the abpikpabldesign tly ofdesparamolotsandIxopedy Incalxrato 6* design Into the ovofdl building design Bracing Indicated is to prevent budding ng of Individualin =web and/or ctdrd members only. Additional temporary and permanant txacing MiTek' is always required fax slabUlty and to dxevent collapse with possible peisonal Injury and properly damage. rot genefat gulckme regarding the fabrication, storage, delivery, erection and bracing of misses and Iruss systems. seeANSI/IPI I Quality Criteria, OSS-69 and SCSI Suildi ng Component 6904 Parke East Blvd. Safety Information ava kible from Lug Plate t nstlkde. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tanya. FL 33610 Job Truss Truss Type Oty Ply WP017a T12943764 W P0174 CJ5 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06 24:43 2018 Page 1 1D:5c7Af685PE1 Pu1638d3NKNz4S6e-yoBmJEif6758roLuROaihU8kXi4L_w?7h 1 g4mQzwB 1 o 1V5.0.0 15. 0.0 Scale = 1. 14.9 3x8 = 5. 0. 0 Plate Offsets ( X,Y)-- [2:0-4.2,0-1-8) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In hoc) Well Ud PLATES GRIP TCLL 20. 0 Plate Grip OOL 1.25 TO 0.64 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TOOL 7. 0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2.4 >909 180 BOLL 0. 0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n1a BCOL 10. 0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/ size) 3=122/Mechanical, 2=247/0.3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. Q INARNWG - Verify daclgn paramotera and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rev. IWIMIS BEFORE USE. Design valld for use orgy with MIle19 connectors. this design S based only upon pcnanelefs sown, and Ls for on k)dvkkKA b ulding comporwni. not a truss system Before use, the building designer must verify Be opr c tbillly of design pcaamolon and properly Incorporate this design Into the overall b design Bracksg indicated Is to bltekttng of IncllvkltKd inns web and/or chord members only. Addlllorwl temporary and permanent txadng MiTek' tAc rvjpreventIsalways rec"red for stability and to prevent collglse Witt possible personal k>ir+y and rxoperty damage. rot gefercri guidance regarding the 6904 Parke East Blvd fab dcallon, Wwago, delivery, erection atxt bracing of Inmes and truss syslorns, seeANSI/iPI I Quality Criteria, DSB-69 and SCSI Building Component Tampa. FL 33610 Safety Informationavc/loble from Imes Rote Insrikrie. 218 N. Lee Street. %ulto 312. Alexcvndda, VA 22314. Truss Truss Type Qty, Ply T12943765IJobWP0174EJ7Jack -Open 9 1 IWP0174JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.130 S Sep lb 201 / MI I OK maustries. Inc, t-n Jan 12 ub:Z4:44 YUIa rage i ID:5c7A1685PEIPxJ638d3NKNz4S6e-Q 18XalHtOD?Syw5?66xDigpg6KZIMFGwhOelszwBln 1-0 0 7-0-0 1.0.0 7-0-0 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) Wall L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 514 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.21 2.4 394 780 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0.3.8. 4=8 1 /Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12). 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0. Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown, Lumber DOL=1.60 plate grip OOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2 except (jt=lb) 3=104. 0 WARNING - Veft dodyn parrmeters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NN-7473 rev. IMIMIS BEFORE USE. Design valid for t11e only wllh Mllok®conneclois. llds design Is based oNy upon lxxamelers shown, and Is fax an lndl% teal building compononl. nol a kuss system. before u so. IW txdkNng deslgrler musl verily the orAAlcatAlly of design lxxanolots axkl Ixopeily Incorporate IhLs design Into the overall building design Braclig Indicated Is to buckling of Individual truss web and/of chord members only. A[k111kxxd leinpotay and permanent bracing M iTek' rxevenl is adwon regndied for stc atty cM to rxevonl collgrse with poss011e persorwr Yytay oncl Ixolxnrry damage rot genefai guidance regadng Sno IaLxicolkln, storage, delivery, erection and btacing of Inures and truss systems. seeANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Pedro East Blvd. Tafrpa, FL 33610SafetyInformationavalkrilefrominnsRatefrnsllkrie. 218 N. lee Slreof. Stdle, 312. Alexandda. VA 22314. Job Truss Truss Type Oty Ply WP0174 T12943766 WP0174 EJ7G JACK -OPEN GIRDER 1 2 Job Reference (optional) Builders FkStSOUrce, Tampa, Plant city, Florida 33566 8.130 6 5ep 15 2017 MITeK Industries, Inc. Fri Jan 12 06:24:45 2018 Page 1 ID:5c7Af685PE1 PxJ638d3NKNz4S6e-uBJW kwjvekLs45VHYpdAmvD6mVICSpE P8L9BgJzwB 1 m 3.8-2 7.0.0 3-8.2 3-3-14 2x4 11 Scale = 1:20.5 20 11 r•vu LOADING (psi) SPACING- 2.0.0 CSI. DEFL In loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 046 Vert(LL) 0.11 1-3 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.20 1-3 >406 180 BCLL 0.0 Rep Stress Incr NO W B 002 Horz(CT) 000 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1120/0.3-8, 3=1473/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-298(LC 8), 3=-439(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - Ail forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131-x3-) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows 2x4. 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=151t; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 09b, joint 3 = 0% 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=298, 3=439. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 698 lb down and 208 lb up at 2-0-12, and 698 lb down and 208 lb up at 4-0-12, and 700 lb down and 206 lb up at 6.0.12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1.3-20 Concentrated Loads (lb) Vert: 4-698(F) 5-698(F) 6=-700(F) 0 WARNING - vodfy dawon pamnetaro and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO.7477 rov. IO07Q016 BEFORE USE. Design valid lot use only with MlleW connectors. 11ks design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the txBaing designer must vedfy the applicability of design paranotots and properly Mncotporato this design Into ere overall building design. Bracing Indicated Is to prevent buckling of individual Russ web and/or chord members orgy. Additional temporary and pennaent Ixacmg MiTek' k aiways reci lied fa slotAlly and to Ixevonl collgze wtlh possesle petsoW Irnbav and pxol)e" damage For genera gu/d core regaang tie fabrlcallon, slorago, delivery, otecllan and txach Q of Musses and miss systems, seeANSI/TPI I Quality Criteria. DSB•69 and SCSI Building Component 6904 Parke East Blvd. Safety Irdomsatlen available from muss Rate InsMRAe. 218 N. Leo Skeet, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply IJobWP0174 HJ7 Diagonal Hip Girder 3 1 0174T12943767 Reference (optional) Builders FnrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:46 2018 Page 1 ID 5c7A1685PEIPxJ638d3NKNz4S6e-MNtuyGkXP2TIiF4T6X8P171Knv438DnZN?vlMlzw811 1.5.0 5.8-0 9.10.1 1.5.0 5.8.0 4.2.0 Scale = 1:21.2 20 = av It 5 LOADING (psi) SPACING- 2.0.0 CST. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.41 Ven(CT) 0.06 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 20 SP N0.3 REACTIONS. (lb/size) 4=107/Mechanical, 2=449/0.4.9, 5=328/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-75(LC 4), 2=-144(LC 4). 5=-99(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/223 BOT CHORD 2-7=-266/697, 6-7=-266(697 WEBS 3.7=0/303, 3-6=-763/291 NOTES- 1) 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); cantilever left and right exposed; end vertical left and right exposed; Lumber OOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4, 5 except 61=1b) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1.4.15, 64 lb down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15. 29lb down and 44 lb up at 4-2-15. and 53 lb down and 92 lb up at 7-0-14, and 53 lb down and 92 lb up at 7-0.14 on top chord, and 2 lb down at 1.4.15, 2 lb down at 1.4.15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0-14. and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, 8=21) 10=-91(F_ 46, 8- 46) 13=-39(F=-20, B- 20) Q WARNING - Vedly design paretnetere and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MII.7479 rov. 10AIMMIS BEFORE USE. Design vatkl lot use only with Mltek® connoclors. link design Is lased only upon parameters Yawn. and Is for an Individual balding component. rat a truss systern. B dote use. the balding designer must verity the cg4AIcabAtly of design p ufametors and Ixopeny Incotporale this design Into Ina overall building design Bracing Indicated Is to {xovenl twcklhg of InxlWwA Truss web aril/or chard members only. Additional temporary antl pxermanenl bracing MiTek' Is always required for stability and to Ixevenl collarm with poaflxo personal"and Ixopony damage. rot general guidance regarding the fabricaibn. storage, detivery, oreclion and bracing of tnrssos and tnrss systems. secANSI/IPI I Qualify Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd Safety Information avaliclllo from teas Rate Institute. 218 N. lee Street. Sate 312, Aloxandda, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0174 T12943768 WP0174 MIGE Monopitch Supported Gable 2 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:47 2018 Page 1 ID:5c7Af685PE1 PxJ638d3NKNz4S6e-rZRH9clAALbaJPeggEferKl W OJW gwiMicfelvBzwB 1 it 1.0.0 4.8.0 1.0.0 4.8.0 2x4 = 2x4 II 20 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0 0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017frPI2014 Matrix-P DEFL. In (loc) I/dell Ud Vert(LL) 0.00 1 rVr 120 Vert(CT) 0.00 1 n/r 90 Horz(CT) 0.00 5 r1/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=45/4.8-0, 2=147/4.8.0, 6=197/4.8-0 Max Horz 2=93(LC 9) Max Uplift 5=-18(LC 9), 2=-55(LC 8), 6— 79(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-144/350 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 4.8.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0.0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5, 2, 6. Q WARNING- VerIty desgn paramofen and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE A 67472 rev. 10A)MMIS BEFORE USE Design valld for use only with Mllok® connectors. Ms design h based only upon Ixaafnetefs shown. and Is rot an Individual Ixilding component. not a liuss system. Before uso. Ito Ix4lalrg designer roust ved y the appllcotAlly op design potatneters and rxoperty Incapofale this design Into the oveiatl bu0ding design. Bracing Indicated Is to rxevent bucldkg of IrxJlvkhrtil miss web cod/or chord rnembers only. Addlllonab lernWary and permanent txaefrg MiTek Is always required tot stolAlty and to Ixevent collgxe Win possk4o personal"and Ixopeny damage. For general gudanco rogarcling mo falodcatkxL storage, delivery. erection and bracing of trusses and Inrss systems. seeANSI/IPI I Quality Criteria, OSS-69 and SCSI auildpng Component 6904 Parke East Blvd. Safety Information alvahalxe from Inns Plato Insllkste. 218 N. tee Slreol. Stille 312, Aloxanctria, VA 22314 Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0174 T12943769 W P0174 M2 Monopilch 4 1 Job Reference o Tonal Builders First§ource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc Fn Jan 12 06:24:47 2018 Page 1 10:5c7Af685PEIPxJ638d3NKNz4S6e-rZRH9clAALbaJPeggEferKIR7JTNwj ictelvBzwBlk 1.0 0 4.8.0 1.0-0 4.8.0 Scale = 1:14.2 1.Sx8 STP = 2x4 11 3x8 = 4.8.0 4-8-0 Plate Offsets (X,Y)-- (2:0-4-2,0-1-8) LOADING (psf) SPACING- 2-0-0 CST. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.02 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a rVa BCOL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8.0 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing REACTIONS. (Ib/slze) 4=143/Mechanical, 2=238/0-8-0 Max Harz 2=93(LC 11) Max Upllft 4=-52(LC 12), 2=-84(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-119/280 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat II; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Q WARNING - Ved/y dedpn perenWers and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE MII.7472 rev. 10=02015 BEFORE USE Design valki la use only vAlh Milek® connoclots. this design h based only upon paameters shown, and Is for an I ndlvickml buldho component, not a Truss syslem. Botae use. Ito lwllalrig designer i nusl voilN the c"Alcablily of design paramolois and propoily Incapoiale this design Into the overall buIdfrng design. Bracing Indicated Is to prevent buckling of IndNkluul Ism web end/or chord members only. Additional Wrnporary and permanent txacing M iTek' is always required for slablllty and to Ixovent cdk>nse wpm possible personal "and property danoge. Fa general guldance regarding tie latxlcalbm, stotago, delivery, eieclkxn and bracing of trusses and truss systems swANSt/iPl1 Quality Criteria. OS"9 and SCSI Building Component 6904 Plake East Blvd. Satery Information avalatxe from lnru Plate IrutikOe. 218 N. toe Sliaet. SrAte 312. Alexandria. VA 22314. Tanya, FL 33610 Truss Truss Type Oty Ply T 12943770IJobWP0174V3Valley11IWPO174JobReference (optional) Builders FustSpurce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:48 2018 Page 1 ID:5c7Af685PEIPx )638d3NKNz4S6e-Jm?f NxmoxflRxZDsEyAtOYnLjs8fAEsgJOrRezwB t j 3.0.0 3-0.0 Seale = 1:9 0 2x4 i 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr YES W B 0.00 BCOL 10.0 Code FBC2017/TPI2014 Matrix-P DEFL. in (loc) I/defl Ud PLATES GRIP Vert(L-) n/a rVa 999 MT20 244/190 Vert(CT) n/a rVa 999 Horz(CT) 0.00 3 rVa n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=76/2.11.6, 3=78/2.11.6 Max Harz 1=40(LC 9) Max Uplift 1=-21(LC 12), 3=-28(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 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 lb uplift at joint(s) 1, 3 Q WARNING - Vaily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7479 rev. IM&W IS BEFORE USE Design valid lot use only with Milek® conneclots. this design Is Lapsed only upon parameters shown. and Is lot on Individual bulking component, not a bus system Before use. the building designer must varily the apppllcab9lty, of design parameters and property Incoilorolo this design Into Ira overall building design. Bracing Indicated Is to prevent bucaing of tndtMLKA truss web and/or chord members only. Adcttkxxri Iernpotary anti permanent txw-N MOW is always tocpArod lot stability and to prevent collapse with possible personal "and pioperiy danago. Fa general guidance rogaalng the fabrication, stotage, deltvay, erection and btacmg of Inures and truss systems soeANSI/pPl I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallabte from truss Rate Inst rule. 218 N. Lee Street. Sullo 312. Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type City Ply WP0174 IJob T1294377i WP0174 VS Valley 1 1 Job Reference (optional) Buracers rtrstbource, d ampa, Plant cdry, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:48 2018 Page 1 ID:5c7Af685PE1 PxJ638d3NKNz4S6eJm?tNxmoxflRxZDsEyAtOYrbCjpmfAEsgJOrRezwB 1 j 5.0.0 5.0-0 2x4 i 2x4 II 2 2x4 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) We n/a 999 TCDL 7.0 Lumber OOL 1.25 BC 0.20 Ven(CT) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCOL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4.11.6, 3=152/4.11.6 Max Horz 1=77(LC 9) Max Uplift 1=-42(LC 12), 3=-54(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown Scale = 1:13.6 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 5-0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II, Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & 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% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord ,n all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING - Vedry desgn pammetere end READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE 111I0-7479 rov. IM2MI6 BEFORE USE Design valid lot use only with MI lek®connecloB. IM design is txised only upon parameters shown. and Is for an Individual "cling component, rot a truss sysleen. Before use. Io building designer must verify Ile appticalAIty of design lx ameters and pxororly lncogorate this design Into 90 over., building design. Bracing Indicated Is to rxevenl txtclding of Individual truss web aril/or char<t rnernhors only. Additional temporary and permanent bracing M iTek' Is always required for s"Alty, and to Ixevenl c.lgxe vAlh possUe persona, Injury and Ixoferty damage. For general guidance tegard,ng Ito fabrlcalkln. storage, delivery, erection and Lxacing of busses and trtrss systems. SeoANSI/1PI I Quality Ctltodo. OSB-69 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information ovalkZle from ]nun Rate Institute. 218 N. Lee Sbeel. Stillo 312. Alexandria. VA 22314 Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions ore in H-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ ldr For 4 x 2 orientation, locate plates 0-'46' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 softwore or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DS3-89: Design Standard for Bracing. SCSI:. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 C O U a O M JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESP-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIlTPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1I0 MiTek a MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8CSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19`G at time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structurol consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performonce risks. Consult with project engineer before use. 19. Review all portions of this design (front back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. 5 PIot.ID Length ProducL Plies Net. OL FJ 1_ I 1-00-00 16- BCI 6000s-1 8 1 1 1 FJ 1 A" 16-00-00 16" BCI 6000s-1.8 1 2 F13 21-00-00 16" BC1 6000s-1.8 1 6 FJ4 21-00-00 16" BCI 6000s-1.8 1 2 FJ5 16-00-00 16" BC1 6000s-1.8 1 2 FJ6 4-00-00 16" BCI 6000s-1 8 1 2 BM2 4-00-00 1-3/4- x 16- VERSA -LAM 2.0 31002SP 2 Rm 1 12-00-00 1-1/8- x 16- BC RIM BOARD OSB 1 10 mlcb m hid;31 7=1 WW H3 J H3 H3 I M T FJ6 L. will 1,LrlU. 28-0-0 28-0-0 yl 5Nl r±l II5'I ,N III ] "A ,—I— I N1 +i! I 4II i'll c• 19-11-0 B 1-0 28-0-0 8-4-0 6EARW6 HE161T 5CHOULE I j Hanger List H1 HTU26 H2 HGUS26-2 H3 IUS 2.37/16 NOTES: 1) REFER TO HID 9) (RECONK(ENDATIONS, FOR HANDLIN6 INSTALLATION AND TEMPORARY DRACIN6 ) REFER TO EN6dNEERED DRAWIN65 FOR PERMANENT DRACIN6 REOLRRED. 7) ALL TRUSSE5 (INCLUDIN6 TRI155E5 LI DER VALLEY FRAMW6) "T DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BMW RE4L4REMENT5. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY DMPER 4.) ALL TRUSSES ARE DES16NED FOR T o c MAIOMLM SPACIN6, LKESS OTHERWISE NOTED 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD BEAM LN-ESS OTHERWISE NOTED. 6) 6Y47 TRUSSES MIST DE 16TALLED WITH THE TOP DEIN6 LIP. 7) ALL ROOF 7W% HAN6ER5 TO DE SIMPSON HTU26 LUNLE% OTHERWISE NOTED. ALL FLOOR Tftf% NAN6ER5 TO DE SIMPSON THA422 LPLE%OTHERWISE NOTED. D) DEAMMEADERA WTEL (NOR) TO DE FLO45HED BY DNLDER SHOP DRAWING APPROVAL THIS LAYOUT Fi THE SAE SLXRLE FOR FANXATION Of TftWS AND VOIDS ALL PREV0115 AR(HTECTLRAL OR OTHER TRU55 LATOWS REVIEW AND APPROVAL OF THS LAYOUT W5T DE RECEIVED DEfORE ANT TRIFfiES RE DE DLRT VERIFY ALL @ I'M TO Ddi11RE A6061 MUS 1HIAT ILL RESLLi IN EXTRA CHARGES 10 YOU t4-w kwaV kw: hu I Builders FirstSource Orlando PHONE 407-851.200 FAX 407-851.7111 Plant City PHONE: 813-759.5A51 FAX 815.752.1532 LE. Starlight Homes 1 1826 K wot[% WPO174 o1: 9/27/17 Josh RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8- 7 5 3 SANFORD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE Q 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung'Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R1O Other June 2014 A 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 F 158- 10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 a 1/2/2018 Florida Building Code Online Business 8 Professional Regulation v BCIS Home Log In I User Registration Hot Topics : Submit Surcharge . Stats & Fads I Publications FSC Staff BCIS Site Map I Unks I Sear. r i~ Product ApprovaldbUSER: Public User Product Aooroval 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 Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43S17 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 199S TAS 202 1994 Florida Licensed Professional Engineer or Architect fLIS036 R2 Eauiv fb) Eauivalencv of Standards.odf https:/twww.floridabuilding.org/pr/pr app_dti.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Sumnl of Products FL # Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door l "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 II (a) Inst 15036.i.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 iS036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door l "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 FLIS036 R2 If (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 FLIS036 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% "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 FLIS036 R2 It (a) Inst 1S036.3.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 1S036.3 for Design Pressure Ratings, any FLlS036 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 61 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 II (a) Inst 1S036.4.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 FLlS036 R2 AE (a) Eval 1S036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door l "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 FLIS036 R2 II (a) Inst IS036.S.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 FLIS036 R2 AE (a) Eval iS036.S.odf c' pa icu rs. 15036.E 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 FLlS036 R2 II (a) Inst 15036.6.odf' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/At__ Created by Independent -Third _Party: Yes, Evaluation Reports _ Other: See INST 15036.6 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.6.odf additional use limitations, installation instructions and product. Created by Independent Third Party: Yes, particulars. 3` 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 11 (a) Inst 1S036.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FLIS036 R2 AE (al Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8, h._Clas_sic_C_r_aft Fiberglass Door; 8'0 "Non -Impact" Opaque Single Fiberglass Door with "None Impact" Sidelite - Outswing / Inswing (OXO) Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes _ FL15036 R2 [I (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' Reports _ Other: See INST 15036.8 for Design Pressure Ratings, any,_ Evaluation FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations,_ installation instructions and product: Created by Independent Third Party: Yes particulars. 15036.9 I. 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 It (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 (al Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 150.36.10' 1 _ClassicCraft Fiberglass Door B8 6 "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 FL1S036 R2 11 (a) [nst 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 1FL15036 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 45S.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick bag_. Product Approval Accepts: E9M® El0 Credit Card Safe https:/twww.floridabuilding.org/pr/pr_appjtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Boc 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Ceruficatc of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exteriorrior Door 118Industrial Or. Fiberglass Door Doors Assemblies Edgerton, OH 43617 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. -Schmidt. P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I 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 8 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) Prepared bV RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed S Sealed by Lyndon F. Schmidt, P.E. tt00roDt, Signed & Sealed by SCi-111d e Lyndon F. Schmidt, P.E. 0 No 43409 it • li /_ 9•• STATE OF •f J A, • < C/ tlriosnHs Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRU"" DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 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 shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the'HVHr this product is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the "HVHr requiring wind borne debris protection this product is required to be protected with an Impact resistant covering that compiles with FBC Sections 1609.1.2 6 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units stroll be the some as that shown for 21c buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 S #33 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shag be installed (in the'HVHZ"( only in non•hobitable 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. TAKE OF CONTENTS SHEET 1 DESCRIPTION I Typical etevottors. design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections S Buck and home anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 BB of Materials & Components 37s MAX. OVERALL WIDTH Z= 3 i o x m mx = 0 O O O P SWING OVERALL ' DIMENSION DESIGN PRESSURE (PSF POSIfNE. NEGATIVE; INSWING 37.5' x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5' 75.0 75.0 E 14 C= of°f. 34 2 sus N.7.S. JK a«. ey. LFS FL-15036.6 a I or 7 41 EXTERIOR zYAA fill 111 ` z V p a Z U INTERIOR 46 $ 56 o m maa 1 HORIZONTAL CROSS SECTION 36.0' MAX. 2 d POOR PANEL WIDTH Q u 1 Ln > W F® ® EXTERIOR INTERIOR ; a 4.11' 0 L t- 1.4s —i a l L 5m o v p P RAIL H U H !F N H v II Inz VI W W O OO `O K 1.4P DOOR PANEL-T 4C gosskpoH •. 'O ± a 0 7 S NOIE:'/OOODOORCOMPONENR:OAKISG>•0.67) •• 45 +-Z ° EL ;''' 1•;1'• 1; u ah:02124112 02 Z HIHGE m 48 eoTroAl Ran 2 VERTICAL CROSS SECTION' N.T.S. 3 Mr. er• X m 2 Cwc w. LFS ; OFAVING NO: FL-15036.6 u a sKa _ v 7 0 J 1.1/1' MIN. EMS. (TYP.I 1.1/I' MIN. EMS. MP.) INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 3 Shownw/IX sub-Omt CSWK MI INTERIOR INTERIOR EXTERIOR EXTERIOF 1 HORIZONTAL CROSS SECTION g pugtsv=mSrto auwing 2 HORIZONTAL CROSS SECTION 3 oIsuo op 'h.Od - ftvAng iCv<_-Zc u mV' A—Z S mII't I 1, i% %` O 9i v Z ui E °' m R A; o5gm mda E4 O LL V ,1 1- 1/4' MIN. EMS. ( IYP.) w m xc 02 20 12 i LE: N.T.S. 01 m: A m' s.. LFS 3 FL- 15036.6 0 0 3 or 7 O n a' • R xn 8 c§ 3 c°m B a pga 4• maa i c 4 A C ggo34 C L EXTERIOR INTERIOR 40 40 19 o0 19 oV 8 zg 8 EXTERIOR if INTERIOR 32 EXTERIOR INTERIOR m 7 V 1 VERTICAL CROSS SECTION 33 I 2 VERTICAL CROSS SECnON g O 4 4 Shown w/I X wbb Ck a aPDra eded 4 r Le E e EXTERIOR INTERIOR EXTERIOR INTERIOR N N G pWW Z 40 8 4 VERTICAL CROSS SECTION 40 8 39 I n 4 fionlnfatratlonsere 7 0QLU 31 gn`eerolgototees. sheet I d LUidlorilVlfiwafor requirements 4LE E F = F v W e e e aITa-Z CAM 02124112 ie scut: N.T.S. i BY.. dK m 3 VEIMCAL CROSS SECTION S VERTICAL CROSS SECTION a«. er LFS ; q OulswIN configuration 4 Outswin9 Configuration see general notes, sheet 1 x NO.. a N FL-15036.E see general notes. sheet 1 for HVHt water in@troffon for 1iVHP water Infitrafion requirements requirements a p rJ. D MASONRY TYP. HEAD OPENING b JAMBS $ L 2X BUCK d O BUCK ANCHORING STRIKE JAMB For OP r_ 48 PSF MASONRY OPENING FRAME 2X 3 D MASONRY TYP. HEAD 3 OPENING b JAMBS 3 2X BUCK N 1 FRAME ANCHORING HINGE JAMB Mosor7 2X buck constntcNon for OP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor focatiom of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations rioted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ' ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO A JACENr EDGE ANCHORANCHOR ITW a 1/4" 1.1/4" Y 4" TAPCON ELCO e 1 4- 1.1/4- 1" 41 ULTRACON wv x..c.....a... 1. Mohfotn 0 mkinrxn S/9' edQe rArMnce. 1' end fWKe. d 1' O.C. sDOChQ Of wood ww n to prevent Me soft ing of wood. I to l HEAD IAMBS O BUCK ANCHORING For OP > 48 PSF and DP<=15PSF r MASONRY OPENING FRAME Un0 2X BUCK LATCH i DEADBOLT DETAIL 1%%, A . N 0 111 TYP. HEAD b JAMBS _ 0 FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and OP <= 75PSF HINGE DETAIL o s rr: JK CM er LFS MOW Me.: FL- t 5036.6 5 or 7 t to F •J: Y1 i , = 0i MASONRY _ TYP. HEAD _ MASONRY TYP. HEAD g E g coOPENING a JAMBS OPENING _ a JAMBS _' 9 d ; n 6 c= o. Y FRAME FRAME - O O E_ I H z z 85 3 ZZu 48mN <z r_ s U G3G 1X BUCK 4 IX BUCK o 1 p— a TYP. IF TYP. SILL — SILL — N N W W O W O` FO K STRIKE JAMB FRAME ANCHORING HINGE JAMS FRAME ANCHORING Masonry I X buck Construction Masonry 1 X buck constructionk' k' CONCRETE ANCHOR NOTES: For DP <= 48 PST 8 For DP > /8 PSF and OP <= 75 PSF I. Concrete anchor waftm or me comers moy be ad)usmin.ed tomaintainthem. G edge distance to mortar JOImIL ^ E 2. Concrete anchor locations; noted as MAX. ON CENTER' must be ad)usted to eve maintain ttre min. edge distance to mortor)otnb. additional concrete anchors 11 0 _ o nay be teQuMd ro enure the MAX. ON CENTER' dtrnenston am not exceeded. —lz 3. Concrete anchor table: 10 w _ Z G 10 aa:02 2s 12 i suuc• N. T.$ 27 ING or. JK m aac or. LFS 3 awrom M. a LATCH DEADBOLTDETAIL HINGE DETAIL FL-15036. E 0 1• edgesar: t 6 or 7 On wood screwstoorerrentthemgtthpofwood. — ANCHOR> ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMOEDMEM TO MASONRY TOADJACENT EDGE = ANCHOR Itw e t • t•t/s• r TAfCON trvr anr,• t• ti r t•tiz fA CONe wp0oSCREWtrarAt No Molntdn o rtrn4twm S/+f' dlltorsce. I'and deronca a I' o.c. spacMg of A. G11• A14I $ $; tm 3 i aZu G 9 m C W 19 20 HEAD i SIDE tomb i d i I T L I In CW m J1 !UM C RESHOlDLO PROFILE o$ c m 0 5.75 --1 a L 1 pNN u, Elf AO! NG SADDLE RE lD W W o 37 N Qo L' W 3 3 i 1 W 2 G Z 1 N—Zlu Lau T art:02124112 1 I se": N.T.S. o i J9 IIGI WA1ER OAM RE HOLD o"O '': JK m cwr. BY: LFS ; OPArwc NO- FL— m N 15036.6 u swm 7 or 7 O 81U OF MATERIALS REM DESCRIPTION MATERIAL A I x BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1/4" X 2.3/4' PFH ELCO CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 1-3/4" R1N CONCRETE SCREW STEEL G 3/16" x 3-I /4" PFH rlw CONCRETE SCREW STEEL H I /4" z 3-1l4"PFH ITW CONCRETE SCREW STEEL I I /4" X 2-I /4" PFH RW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH fIW CONCRETE SCREW STEEL K 810 X 2" PFH WOOD SCREW STEEL L g8X2-1/7'PFHWOOD SCREW I.ISMIN.EMBEOME STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 q 10 X 3/4' PFH WOOD SCREW HINGE TO FRAMES STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMS PINE SG>=0.a2 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSETDEAOBOLT- SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEAOBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / W000 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE ODOR PANEL DETAIL SHEET FOR DETAILS 41 E= 6 00PSITMERMA TRU W IIFIOYIELO STRENGTH fy jMIFIBERGLASS FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE W000 44 HINGE STILE W000 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 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. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidcllte 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 10 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96. ASTM D635-03 ASTM 02843-99 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 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 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 b ea'`,o Lyndon F. Schmidt, P.E. L G C 11/5,,oee Signed & Sealed by w4oA ooLyndon F. Schmidt, P.E. No 43409 a D : STATE OF : 44, 0. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 1i THERMANTRUO DOORS Classic -Craft - FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT'' GENERAL NOTES I. This product has been evaluated and h in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements Including the'High Velocity Hurricane Iona' (HVH1). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used In the "HVHr this product Is required to be protected with on Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of theHVHP requiring wind borne debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2, tuck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and ail sills used under sidefftes meet water ingtrotion requirements for "HVHr. 8. Inswing configurations and outswing configurotions using sill Items R31 3 R33 under the active door do not meet the water infiltration requirements for the'HVHT. Inswing units shag be installed (in the "HVHr) 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. TABLE OF CONTENTS SHEET B DESCRIPTION I Typical elevations, design pressures 6 general notes 2 Door panel defogs 3 Sldelrte panel details 6 Glaring defog 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and home anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck mosorry construction 9 Big of Materials 8 Components 53. 13" MAX. OVERALL WIDTH —{ u 7 o x i O O m P Lj Q I I Z 0 Z 8N-: g c p V u { mR C 9 C.W e 7 mdd IS 4 E$ tEiC SWING OVERALL FRAME•. • DIMENSION. DESIGN PRESSURE (PSI) WITHOUT SURFACE_ _ BOLTS:.... MTN SURFACE:, BOLTS"- POSITIVE = NEGATIVE POSRIVE NEG 4TIVE - INSWING 53.13" x 98.0- 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 1 +47.0 47.0 60.0 60.0 P JK c+« s LFS FL- 15036.7 a _ L or 9 EXTERIOR INTERIOR rl"HORIZONTAL CROSS SECTION 36Z MAX. DOOR PANR %MDM 4.11' 0C13 lArr T— E z CL. cc e e r L lAr L lAr aaljl.NEL NOTE: WODDDOOR COMPONDM: OAK (SGI-0.671 EXTERIOR to Q. a. CO j a: INTERIOR 2—'\ VERTICAL CROSS SECTION G ey JK C. BY: LFS WING NO, FL— 15036 7 XF _ 2 _ OF _I 0001 13.7 PANI 7. DA SO S DEl1IE EL NOTE wa00 SIOELITE COMMNENR: PINE ISG >-0.A2) NOTE: 1. Spacing for item 1118 S #29 (lite frame screws) is as follows: from the bottom up on sides; 6.5. with 7) more spaced of 9.W o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIIONTAL CROSS SECTION V f_I tt MIN. SS THK. EXTERIOR I!8' TEMPERED GLASS AIR SPACE 1/8" rEMPEREO GLASS INTERIOR GLAZM MAIL G I S lnsuloled glpts w/ pvc Ito home MIN. ASS THK. 1/8' TEMPERED GLASS AIR SPACE I/8' TEMPERED GLASS EXTERIOR om N''•. of n o R °' Sl U N •; g E i s C^ N rm musN57nmje aEge 41 d ao = gE 8 4 INTERIOR 2 VERMAL CROSS SECTION 3 ao N.T.S. i c or. JK m C or. LFS ; Lvoa rq : n FL-15036.7 c Xcr 3 or 9 ON SEE NOTE 1 b• . ffi a.. v OAS, I -- C'SINK C ( TYN B 1-1/4"MIN. 1 HORIZONTAL CROSS SECTION EMS. (TYP.) 4 Ouhwtng shown - Inswing also approved INTERIOR INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration EXTERIOR vac. I. The sidelile is direct set into The jamb with (12) item IfM (M8 X 7 PFH wood screw). There are (e at each vertical jamb from the top down at 13.5. 31", 48.5' 3 W. SEE NO M EXTERIOR d HORIZONTAL CROSS SECTION 4 Inswing configuration 1-1 /P MIN. INTER EXTEF S HORIZONTAL CROSS SECTION 4 Shown w/1 K sub•buck J\ r.\{1 i n P I I•'' J O O O fi* 111 uN•: i f Pi aa gg o pp V1 NV1 W mJ I QmtiyN m U o 1.114-MIN. EMS (TYP I D I OAS, C C'SINK TYP.) L e 20 it W W zz0 8 40 Qo INTERIOR 1" k an e—a A or oN-Z EXTERIOR 10 0 K arc 02124 12 1 i srxe N.T.S. 9 10 we By dK m98 E aP. nm. LFS 3 R"Mej ND3HORIZONTALCROSSSECTION d Ovtswirsg shown •Inswing TFL-15036.7 u SPW or 9 " c so approved L O ZE INTERIOR 1 VERTICAL CROSS SECTION S agl of os d rl - kw"&g f« liv+r wa requirements m j 1\ I_5 ice'• e c°on p ` 9 oma C 0 dZ. W j 1 c.02 24 12 i um N.T.S. ` o. By, JK a c ar. LPS 3 lrrc NO.: ° FL-15036.7 c T1 -L or N 0 11 50 M t-i SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Ov oDpro ed in INTERIOR EXTERIOR SEE NOTE I (M T, rwii, w 3 VERTICAL CROSS SECTION j Oulswing configuration EXTERIOR SEE NOTE 1 C 1 INTERIOR S VERTICAL CROSS SECTION 6 Outsdnp conWation SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/l x sub -buck 11-11 J N .. y E Z $ Z U 2 9 v made 0z NOTE. I. Anchors oss y thru head and sill of 4" In from eoch corner end. 4 VERTICAL CROSS SECTION fi Inswing conligurotion 1 u. N.T.S. BY: JK o c. W. LFS ; nnc too • ° FL-15036.7 a I •I• _ id!. . l.•O V p SEE DETAIL 1 •' , ` H i Me 1 N •: MASONRY TYP. HEAD MASONRY TYP. HEAD v 0_ _ < OPENING 3 JAMBS OPENING 3 JAMBS ^ g c $ 'c W Q \ 5 a Q y ID un v `• N •1 2 MULLION_ M TYP. o ID a: n SHOWN FOR L FRAME REFERENCEd 2X BUCK ONLY N2O LL u d ?5 R 0 2X BUCK _ ( f _ u (r _L TYP. t- 0a coo St N ( SILL W m O YY SEE DETAIL 2 g all g SUCK ANCHORING STRIKE JAMS FRAME ANCHORING HINGE JAM! Masonry 2X buck construcfO 63 Y V N N v CONCRETE ANCHOR NOTES: 28 0 1. Concrete anchor focoNons at the comers may be adjusted to maintain the min. I OUTSWING In b VI edge distance to mortar joints. INSWING 63 8o Q2. Concrete anchor locations noted as MAX. ON CENTER -must be adjusted to DETAIL 1 DETAIL Imaintainthemin. edge distance to mortar joints, additional concrete anchors k' kr may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. Attach plate frame bolt Attach steoce bait 9 3. Concrete anchor table: shish shown to home stoke plate In home M OURWING as shown (t)ulsv+klg) as stwvm (Inswing) U INSWING 65 66 64Ld i u ELCO ° i Car- 02124112 ULTRACON 1/1• 1.1/1" • i LATCH iDEADBOLTDETAIL 63 sous: N.T.S. ° z 63 HINGE DETAIL TAPCON °' ' JKITMfa m DETAIL 2 DETAIL 2 04K. Be' LFS 3 WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach Woce bolt OUWM NO.; a I. Maintain a minimum 51T edge distance. 1-end distance, d 1-o.c. spacing of stoke plate at the threshold strike plate at the ttrhshold FL-15036.7 e wood screws to prevent the splitting of wood. (Ou ng) (inswa ing) slca 7 or g a o _ L — Q ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE. ANCHOR ITVV a 1/• 1-1/4- I I I SEE DETAIL 1 J tYP. HEAD 3 _ 4. M ouTSWING _ . * ; 2 n to INSWING tttnt ns >`\` Z o = M OUTSWING N INSWING c 9 $ m 27 \'` R x7 m a € MASON v 4 OPENINGu= LATCH B DEADBOLT DETAIL E W A m A— FRAMEci T — 1 m o ovx cr I X HINGE DETAIL d l a 67 63 B N N Lu 63 W7WO 9 SEE DETAIL 2 DETAIL I DETAIL I o "' aiSTRIKEJAMBHINGEJAMBAttachwdoceboltAttachwdocebolto0 CONCRETE ANCHOR NOTES: FRAME ANCHORING strike plots to home shake plate to frame W Masonry 1 X buck const"xtion as shown (Outswing) as shown (Inswing) a 1. Concrete anchor locations at the cornea may be odlnl d to maintain the min. iedgedistancetomortarjointL65662. Concrete onotror looatlons noted as MAX. ON CENTER• must be 0(*Ated to 64 ^ m 3 maintain the min. edge distance to mortar'ofrrts. odolflonal concrete anchors m „ t may be required to ensue the MAX. ON CENTER' downslon ore not exceeded. - a oF< 3. Concrete anchor table: Z Z V Z u° 63 oars 02 24 12 ° 6 63 f7 Sc"- N. T.S. 9 or+ c. tn: JK o DETAIL DETAll2 cr«. er: LFS 3 Attach surface bolt Attach surface bolt strike plate of the threshold stoke plots at the threshold o"" " o' rei b1. a a a um SRPedge spacksg (Outswing) (Inswingl FL-15036 7 0 wood screws to prevent the spitting of woad. sME's 8 or 9 O 2 — — MASONRY ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE EMBEDMENT iOMASONRY.•. iO;ODJACEM SIZE.'. EDGE ANCHOR ITw a lµ• 1.1/1• r P TA CON TA CONS one• T•Tia• r t•t/r WOOD SCREW INSfALUT10N NOTES. M Int N mlrr8m distance. of SIU OF MATERIALS ITEM DESCRIPTION MATERIAL ITEMI DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC UP UTE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4' INTERCEPT SPACER STEEL C MAX. 1 /4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2.3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LIFE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8.10 X 1.1 /2" PLASCREW STEEL H 1 /4" x 3.1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD I I /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /4" X 3.3/4" PFH IFW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 2' PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L N8 X 2-1 /T PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS M R8 X T PFH WOOD SCREW STEEL 41 DOOR SKIN; .12S" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN. = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .09r THK. TEE 44 HINGE STILE WOOD 10 It 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME( STEEL 45 BOTTOM RAIL COMP. I 1 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9lbs. DENSITY) POLYURETHANE 14 I" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /T SURFACE BOLT SPACER STEEL 116-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT H4S4 8.0" L. X .25" THK. STEEL STEELk2OHEADERJAMBPINESG >= 0.42 WOOD 62 1 /4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1.3/4 L. STEEL SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 64 Y 10 X 2-1/T PFH SCREW STEEL 1118 THK. CELLULAR GLAZING TAPE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 4.56" 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 1 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW ci d 2.36' I9 20 LEAD L IDJamb 4.56" 2.591 236' L-1 0.53" —4 -- 39 NIG WA1E DA iXRES OU) 22 SPMC UP UIE FRAME 2.1r--Ir 1 Id OUISWING 1DEUTE Spocer F2. 14' 6% 0pt 1 --- L T IS INSWINGSIDEUIESpocer 1 c C UP LITE FRAME26PVC 110 yy 3Qp{ yjjj Jn Q III u i3 o o • i r: So,c° ajgEOpj 1 • m 6 6 ol STEEL F-- 2w 1 I r I 2I BUMP fACE 1HRESNOU) lOW PROf1Ui 5.75 —{ fn SS SELF AD1US11NG SADDLE IHRENOID s f N. T S a c Or. X c-. sr. LFS FL-15036 7 IT 9 or 9 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 3359S Phone 813.659 9197 Florida Board of Professional Engineers Cenificate of Audtorirdtion No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exteriorrior Door 118 Industrial Or. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind 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) ,14;s ';Lyndon F. Schmidt, P.E. 0t r•, .S'- B 3. Calculations Prepared by `'" • J :;C y Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) p . ,G s •i S;; • e '.t yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No11000 4. Quality Assurance : • Certificate of Participation issued by National Accreditation and Management 'r Institute, certifying that Therma Tru Corporation is manufacturing products -0 : ' D- 4 within a quality assurance program that complies with ISO/IEC 17020 and STATE OF ! - Lyndon F. Schmidt, P.E. Guide 53. FL PE No. 43409 f` C n ` e° 10/16/2017 Sheet 1 of 1 i i``p • •;-.• ewe 11SAcuc e 4 zi,° w THERMAITRU" DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evoltuated and 4 in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the -High velocity Hurricane Zone' (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag 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 4 required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shag be the some as that shown for Zx buck masonry construction. 6. Site conditions that deviate from the details of this droving require further engineering onolM by a licensed engineer or registered architect. 7. Outswing configurations using coastal set Item #39 under active doors and all sills used under sidelltes meet water infiltration requirements for'HVHr. 8. Inswing configurations and outswing configurations using sill items 031 tl. H33 under the active door do not meet the water infiltration requirements for the-HVHZ-. Inswing units shall be installed fin the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONIENtS SHEET # DESCRIPIION I Typical elevations. design pressures 3 general notes 2 Door panel details 3 Sldefite panel details S Glazing detog 4 Horizontal cross sections 5 Vertical cross sections 6 1 Vertical cross sections 7 Buck and frame anchoring - 2X buck mosonry constrvclion 8 Framanchoring -1 X buck masonry construction e9 Biz of Matedah L Components 68. s MA)c. OVERALL WIDTH •{ z _ Z OIS P SWING OVERALL_- FRAME DIMENSION _ DESIGN PRESSURE (PSF) .:. wrrHoUi SURFA_CE - _ - BOLTS W" SURFACE .' BOLTS. POSrtiVE '. NEGATIVE POSITIVE .. NEGATIVE INSWING 68.5- x 96.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 JLL. NJ S. of. JK or. LFS I- M 90: FL- 15036.8 rr 1 a 9 a st R EI z Ct 06 d EXTERIOR 4'• 43 N n a iSZu E INTERIOR 46 R 9 c E r F C= 1 HORIZONTAL CROSS SECTION a 36.0' MAX. 2 £n DOOR PANEL WIDTH 2 g o0 0193 J EXTERIOR INTERIOR W 5 Co a N 1.11' 'Q crr— o g L r-1.16 -1 gl O 2 12 IL UTCN mlE o 0NIV zZ p W W O 41 z 0 OOO K aNOTEWOWOOORCOMPONENI3:OAK ISG>•0.67 13-1 T ' '`'`!':r 4S ^" i u ipaT- 02 24112 = 11 NINGE lE /0170M RAIL WAL N.T.S 2 VERTICAL CROSS SECTION orc. er• dK o 2 CW. fir. LFS 3 oaww a: a N FL- 15036.8 u sum - L or 9y O 1 3.7 PANI 7. OA SO SIOELRE PANEL NOTE: WOOD SKI MCOMPONEMS:PINE(SG>-Q42) NOTE: 1. Spacing (or ifem 018 b 029 (lice frame screws) Is as follows: From the bottom up on sides: 6.5". with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.I T in from each comer. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION C' 1-1 ACC MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPEREO GLASS INTERIOR GLAZING DETAIL GI 3 nsubledpbssw/ c file Irome T II 52 SIDEIlfESTILE MIN. ASS THK I/8" TEMPERED Goss EXTERIOR AIR SPACF I IT TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 i n n z40 m n 11 11 N •: sS 0 r=j z 5 O 6idAimia v'dz aW 34 W-kc N.T.S. i owG By JK a o«. er. FL-15036.8 a swca 3 or 9 0 0 1.1/P MIN. EMS. (TYP.) SEE NOTE I INTERIOR EXTERIOR CSINK C 1 HORIZONTAL CROSS SECTION 4 Outswing s1lov+n • inswing also oPProved 4TERIOR XTERIOR 4 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration TE I SEE NOTI r _ r u• uru INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION q shown w/Ixsub-buck i. me sioewe is owecl set into the jamb with (12) Item NM (H8 X Z' PFH wood screw). There ore (4) of each verticol jomb from the top down at 13.5. 31". 48.5" & 66". XTER101 JTERI01 4 HORIZONTAL CROSS SECTION 4 Inswing confiwation Cj i rpi ON•: n 0 p N C d9 G Wao v, aD al ereD4 J6 v j S HORIZONTAL CROSS SECTION q Inswing connguronon It: N.T.S. e.. JK a r: LFS 3 MING NO: c FL-15036.8 c Cr a rx 9 " a o U 19 INTERIOR II VERTICAL CROSS SECTION cqs ng shwon • inswing alsoapprovedm j1- 11 J__ 0 .: 62 EXTERIOR INTERIOR INTERIOR O. 61 62 lr;- requirements h om 11 z N •: 3 u _ U 986 m2 L02124112 = l[ N. T.S. JK C. in: LF$ 3 WK NI e n FL- 15036. 8 c a _!_or 9 O 50 rseem" o'E OTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 I ttfwinp s • trsswing INTERIOR jJ EXTERIOR SEE NOTE I I M K /Aft i ot a e a a a 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I C T INTERIOR 5 VERTICAL CROSS SECTION 6 Oulswing configuration I 0IM'"w3a le v SEE NOTE I INTERIOR MP EXTERIOR Gt d Loin j 00m off I it 0 0 zo ganor§ 9$ maiLD J j 4aka 2 VERTICAL CROSS SECTION o: 6 Stgwnw/txs b-butt 8 ix u m N NOTE: 1. Anchors ossy Ih(u head and O sill of 4" in from each corner end. I c 4 VERTICAL CROSS SECTION 6 Irstwtng configuration sc.U. N.T.S. i owns. M JK a CHIC en. VS ; oaw.M NO.' a FL-15036.8 c is -a, 6 or 3 ~ p MASONRY TYP. HEAD OPENING a JAMBS SEE NOTE I MUCK 3• 11 I IIf SEE DETAIL 1 IIII L @ o TYP. HEAD b MASONRY JAMBS OPENING MULLION 1 FRAME M TYP. SHOWN FOR d h REFERENCE 0 ONLY Ci 0 2X BUACK.. u BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be odµrsted to maintain the min. edge distance to mortar joints. ' MAX2. Concrete anchor locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoinh, oddieonol concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ' ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE' SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR IT1N 1/C 1.1/4' 2' 4' TAPCONo ELCO 1/4' 1.1/d' 1' 4' ULTRACON ITW o 3/16' 1.1/4' 3' TAPCON wVUU 3L.KCYY IMIALLAIIUN NUICI: 1. Maintain a minimum 5/8' edge distance. 1' end distance. a 1• o.c. spacing of wood screws to prevent the spliiffing of wood. SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING 63 L INSWING DEiAlll Attach surface bolt strike plate to frame as shown (Outswing) M 1OUT5WING 65 66 INSWING 63 f!!!7 LATCH A DEADBOLT DETAIL DETAIL 2 Attach surface bolt strike plate at the threshold atswihgl HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Nswing) 64 63 DFTAII 2 Attach surface bolt strike plate of the threshold Irhswing) 41••y'• I ••' J O O O I'll z O C v' u ;ij L 9 . COW li c z0 HINGE DETAIL as: N.T.S. sr: JK c m LFS ; rt FL-15036.8 c xis 7 or G W i Ii K 1 MASONRY J OPENING FRAME I X BUCK III 4- SEE DETAIL I v TYP. HEAD 6 JAMBS NP. TYP. SILL I I I 1 y SEE DETAIL 2 n STRIKE JAMS FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction F, I. Concrete anchor Location of the comer may be adjusted to maintain the nth. edge distance to mortar joints. 2. Concrete anchor to "Hans rated as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to morforjohls. addfloral concrete anchors may be required to ensue the MAX. ON CENTER' dimension are not exceeded. J. Concrete anchor rode: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE ' EMBEDMENT TO MASONRY',: TO ADJACENT EDGE ANCHOR ITIN e I r I•I/r r r TAPCON HCTAW 3/16- 1.1/r r 1. Maintain a minhwm 5/8" edge dlstonce. 1- end distance. b 1-o.c. spackV of wood screws to prevent the splitting of wood. e I Q LATCH i DEAOROLT DETAIL 1 DETAIL 1 DETAIL I o o m HINGE JAMS Attach surface bolt Attach surface bolt strike plate to frome strike date to home LU L' as shown (Outswing) as shown (hswhg) a 64 a aZaat::02 24 12 i463f"N.r.s. souc 9 63 0". BY. JK m DETAIL 2 Attach surface bolt strike plate at the threshold OETA1l I Attach surface bolt strike plate at the threshold cr«. a: LFS 3 DRrvmo 00.1 a Outswing) Iruwingl FL-15036.8 a SHM JL OF _2_ n O BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LIFE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4• INTERCEPT SPACER STEEL C MAX.11C SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1/4• X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP UTE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL F 1/4•X1.3/4•ITWCONCRETE SCREW STEEL 29 N8-10X1-1/7PLASCREW STEEL I I X X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. I WOOD J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X r PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1 IT PFH WOOD SCREW 11.1S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X r PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-31C PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .12S" MIN. THK, FIBERGLASS BY THERMA•TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7SHORTREACHCOMPRESSIONWEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09r THK STEEL 43 LATCH STILE WOOD 10 N 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 1 I 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 N 10 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDEUTE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDEUTE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1/2" SURFACE BOLT SPACER STEEL 18 H6-18 X 1-31C PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" 1. X .25" THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE ENO X 1-3bC L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEAOBOLT - SIGNATURE SERIES 780 STEEL 64 W 10 X 2.1 /r PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2.1/4"PFH TTW CONCRETE SCREW STEEL 4. 56• - j 1 66 3/16" X 2-3/4" PFH IfW CONCRETE SCREW STEEL 67 3/16" X 3-3/4- PFH ITW CONCRETE SCREW 19 20 R SIDF 4. 96• 2S9' 2. 36' 1.66' T I1 1I o Lo- w ---a I-- S9 H H WARR DAM THRESHOLD 2S (A511C UP WE FRAME SMC 9 2. 1r-1 16 O WING IDEUTE Spacm2. 14• 1. 67- --j L 0% 0IS IN GSIDEUIE Spoca UP UTE FRAME 26 PvC STEEL 220' I T- 0 BUMP FACE 1HRESHOLD LOW PROfI1F 5. 75' T Irl SS SELF ADJUSTING SADDLE THREHOLD smc: N T.S. ovG Oy. JK oa. n. LFS FL- 15036.8 IT 9 or j 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 Cenificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Thermal Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustrial 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 Thenna Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM 01929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Qt': j'` °3} dp0.01 Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and ,.• pie Management Institute, certifying that Therma Tru Corporation is 0 C@ manufacturing products within a quality assurance program that complies - = with ISO/IEC 17020 and Guide 53. S- n ; ;I_ 1_,« Lyndon F. Schmidt, P.E. J . FL PE No. 43409 10/16/2017 Sheet 1 of 1 ',s, • • ... • g 3p 2:iY;ai4= Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by FI a`c THERMAKIRU DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is in compliance with the 61h 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 on 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 b R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2r buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 831 8 #33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shot be installed (in the'11VHrj 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 sit b less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations. design presses 6 generol notes 2 Door panel detch 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 1 Frome anchoring - 2X buck masorry construction 7 1 n anchoring- I X buck masonry construction B Astrogat details 9 1 Bill of Materials & Components 74, 5' MAX.OVERALL FRAME WIDTH ZZ 2 O s m 0 In P LL 0 SWING OVERALL= FRAME* DIMENSION DESIGN PRESSURE (PSf) =: - WITHOUT SURFACE:.. BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE.. POSITIVE' NEGATfVE- INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 sot N.T.S. low- er: JK as sr. LFS FL- 15036.9 a I OF 9 EXTERIOR St7 c Z ice• 43 n yP^ NOz 000 INTERIOR 46 X 5 R g m m • maaa 14 1 HORIZONTAL CROSS SECTION 1t a= tj Q a 36.0'MAX. 2 d .: VS DOOR PANEL WIDTH R 2 EXTERIOR INTERIORJ W L I-1.16 I I T L LLm e cd e T Y o u TOP M a uTtH mlF u a ei O st 41 b r b Y1 uaH -- 1 IAA a NEL • = =— NOTE: WOOD OOR COMPONENTS: OAK SO>0.6n 13-1 0 la aO J a CAM 02 24 12 i HINGEmLE !O RAII SGYL N.T.S. F 11 2 VERTICAL CROSS SECTION owc. a: JK m u.L W. LFS ; LORWM NO.: a FL-15036.9 c tea 9 O 1 2 1.1 //" MIN. i e 4 4 DAB. (rrP J = $ ' 20 C A i. Qln 8 H •: 8 s .=i 21 40 7 9doa INTERIOR oo i m' o 3 ' 2 3 vQ 3 3 17 3 0allIa= EXTERIOR 10 H ` z a m N 61 E w '' _& 4 HORIZONTAL CROSS SECTION 1•I/4"MIN. 3 4 3 Shownw/1%subbuck I•I/!'MIN. ul c EMB. PYP.) EMB. (TYP.) o 4 4 4 C ail0C0.IS 015" C CSINK CSINK L (n'P) fryP I L J e c 8 e W W Z s 7 40 1 40 7 INTERIOR 7 INTERIORLj La 0a0 a . e N a LL 10 EXTERIOR 13 EXTERIOR 10 K e i K 40 40 10 as 02124112 w610yL279B sE: N.T.S. ° E z o o. w JK m ceK. w. lF5 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ORAWK "o• a E 3 Ouhwing shown •inswing 3 Ouhwing shown . tmwng 3 oo4~ g shown - inswing FL-15036.9 -" oho approved oho approved oho opprovrsd ° osrW 3 or 9 0 gjg QQa Eoz e tA° uor 6164xL63g623440406319rn = EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR o W 62 60 40 61 61 32 62 H 7 & 63 1 VERTICAL CROSS SECTION I 64 2 VERTICAL CROSS SECTION a 4 Ouhwingshown- m 4 shownw/tX.*0.k also approved _ 60 E 60 61 °. 61 e z 66 EXTERIOR INTERIOR EXTERIOR INTERIOR W o 4 VERTICAL CROSS SECTION 62 8 4 seegge con rwmoon t t 62 7 8 6g 39 Q o 1or 1 r water Inmrotton La L 40 31 requirements — 6340 E E _ F F 9 a WE. 02 24 12 i SCAM N i.S. r 65 Mo W.JK ° 3 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION 66 aa. rr. LFS 3 4 Ouhwfng configuotion 4 Outswing configuration °,, WWC „D ° see general ra es, sheet 1 sae g Hmd "aces' sheet t FL-15036.9 for•NVNr water infdtratlon fa mfr water InQtrotbn ° requirertrenh mgt*ements " L or -L 0 Nr 2 Y O cP TYP. HEAD JAMBS is 5 d g 6 ad m a a MASONRY OPENING 4 i a a a ASTRAGAL c SHOWN FOR I H REFERENCE 2X BUCK ONLY m m c 0 p0 o a n 3 ym n v O ONIV N oWW O Q CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. BUCK ANCHORING aedgedistancetomortarJoints. oZ. 2. Concrete anchor locations noted as MAX. ON CENTER' must be acqusted to maintain the ndn. edge distance to mortar Joints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimenslon are not exceeded. 3. Concrete anchor fable: o _ o i 4 Z U o art:02124112 sws. N.T.S. ° oec, W. X m aa. er. LFS 3 oe,.wm NO:e FL- 150369 c1 WoeOw[o 5 orwoosevewrbpevenreresplttkpo/ rood. ANCHOR ANCHOR MIN. - MIN. CLEARANCE MIN. CLEARANCE TYPE'• SIZE EMBEDMENT TO MASONRY TO AQ.IACEM EDGE ANCHOR inN o Tp' T•T P r TAPCON ELCO 1/4" 1.1/P 1' 1' ULRATCON wood seaew earuurlON Nores: MOlnfatn o mbdtr m S/!r dataics. 1' eM dbtance, i I' oa fpoCNQ W 9 Ts 1 11 II SEE DETAIL l I" MASONRY _ TYP, HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY o 2X BUCK F SEE DETAIL NP 7 ( Slll 1 1 I I I I 1 FRAME ANCHORING Mosony 2X buck cornt=IiDn for OP c- 48 PSF L` rP ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge d,sfance to mortar paints. 2. Concrete anchor locations noted os •MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Joints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR' ANChiM MIN. CLEARANCE MIN. CLEARANCE TO•ADJACENR TYPE SIZEENT TO MASONRY EDGE ANCHOR ITw a 1/ 2 TAPCONITIN TAPCONe 3/1' 3' 1.1/7 I nVVV J.Rr... IrvJII1un11VI I V.w. 1. Molntofn a n**num 5/6• edge distance. 1' end defance. A I' o.c. spacing of wood screws to prevent the Muffing of wood. SEE OEfAII it *Al' _ o a MASONRY z i i u OPENING _ 3 B _ c cow ASTRAGAL 4 SHOWN FOR FRAME REFERENCE ONLY _ fR U Y me 2X BUCK hg N SEE OET m =Pi ai zayz a 3 R FRAME ANCHORING HINGE JAMB Mosorlry 2X buck construction m for OP > 48 PSF and DP - 60PSF 2 l 2 63 9 K N N 10 Z 63 l 64 ° Q DETAIL I DETAIL 1 LU Attach hooat/sudace bolt Attach ostr"allsurface bolt es to frame strike pales to home ED HINGE OETAII as :down (Oubwk,g) as shown I swtn0l m F , a 63 65 66 64 a _ o l ' z l if au 02124112 i 27 su,t N.T.S. 63 M n• X a DETAIL 2 DETAIL 2 ew. a. LF'S u Attach Apace bolt Attach u0oce bolt strke plate of the Illreshold strike plate at the threshold LATCH A DEAD80LT DETAIL FL-15036.9 Outswb,o) Pnswi+g) sew 6 or C 5t 8 7s I _ SEE DETAIL J "I" MASONRY - TYP. HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY _ Ci O IX BUCK SEE DETAIL F TYP. SILL 1 I 1 1 1 1 1 FRAME ANCHORING Ma I X buck constructionMa" DP - 46 PSF L{ rP ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comets maybe adjusted to maintain the min. edge distance to mortor joints. 2. Concrete anchor locations noted as MAX. ON CENTER' mvsf be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be requked to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR irw TAPCON ITYV 3/le11•1/d• 3• TAPCON° 1. Maintain o minimum 5/6" edge distance, 1"end distance. ti I"o.c. spacing of wood screws to prevent the spatting of wood. 7s r— MASONRY TYP. HEAD OPENING 3 JAMBS FRAME 1 X BUCK SEE DETAIL - r G y 67 63 OEfAIL 1 Attxh aitr 0111011ce bolt strike Pla es to frame as shown (Oulswlno) 63 65 66 DETAIL 2 Attach surface boR st*e plate at the threshold Ovhw tngl 6 r I to SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY _ t v O F TYP. SILL - FRAME ANCHORING Masonry 1 X buck corlshuction for OP > 45 PSF and OP <a 60PSF g63 l 64 DETAIL 1 Attach astro dVsurface boll strike plate to home as strewn pnsvanpl L64 V T DETAIL 2 Attach stdoce bolt strike plate at the threshold Mr*ing) 11 HINGE JAM! LATCH 4 DEADIOLT DETAIL fib'• 2 R n z< ap N 0 a. a. c 4° u 0k x u: N.T.S. or: JK 4 r. LFS AMC No_ FL-15036.9 a 7 or i 8N Z IL95.2s m 9 d low ISM 20.67 16s 1 4.38' 3i IOlO 13 rvP. o zg a o 13 TYP. TYP. 13 m 3v a a E .S 3.25' U U r r 0.7s 1.91 -- 0.75 ss N N o SEE NOTE 1 3 4k— 0.06' 3 b N 22 rJ asa 0 a GAL OFT 1L1 o 0 NOTE: DATE; 02 24 12 i 0 SC&L N. T.S. 1. THE ASTRAGAL BOLT HAS A T THROW AT THE TOP AND Owc sr. JK oTHEBOTTOM. 2 cm or LFS ; OIGwm No.: A FL-15036.9 u sum _L OF J O 9 i uor JAF O mVl 55, t I ••'•. • \\\ J O m m 19 20 HEAD 9 Sr 'e u 5 Jmrb (d • m a D 4 c= 4 Ist1 aO n T I 4.63" 31 OUMI F CE RE HOLD lOW /ROFUE o$ a m0 E o v 5.7S a a } L 1 .. T N N v z o y SE N ODIE iHRENOLD W N3310 oo n I,Lu 4 56" r I =:a o _ L 1 NZ 02124112 i 0 xxc N.T.S. e NIGN WATER DAM 1HRE5 POLO owc. w. JK m cw. W LFS ; 9 aawc NO, a FL-15036.9 0 SHCR 9 of 9 a b — — d Bill OF MATERIALS REM R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33S93 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate 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 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. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ttt,,llasiop, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ` C``I'rl'f/i'I y 91oo Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) mac`. '. 'fit' •i`: { e %. Flo yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' d No ri 34 ti9 0 4. Quality Assurance i s; Certificate of Participation issued by National Accreditation and Managemern _. Institute, certifying that Therma Tru Corporation is manufacturing products ; -GC: Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and • r. K! FL PE No. 43409 Guide 53. fi i L n tie 10/16/2017 Sheet 1 of 1 el!bD90- 16,, Test Standard ASTM 01929-96, ASTM D635-03 ASTM 02843-99 ASTM 01929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMANTRU' DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the'lfigh velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as rated 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 on 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 shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of Ihb drawing require further engineering anal* by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item R39 under active doors and all sills used under sidefites meet water infiltration requirements for "HVHT. 8. Inswing configurations and outswing configurations using sill items #31 S R33 under the active door do not meet the water infdhotion requirements for the "HVHr. Inswing units shag be Installed fin the'HVHZI 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. TABLE OF CONIEfM SHEET 0 DESCRIPTION 1 Typical elevations. design pressures 8 general notes 2 Door panel details 3 Sidelite pone) details b Glazing dotal 4 Horizontal cross sections 5 Vertical cross sectim 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frome anchoring -1 X tuck masonry construction 9 Astrogal details 10 B71 of Moteriok 3 Components 105.5' MAX. OVERALL FRAME WIDTH 2Z i O 5: e jSjS 00 P p Q. 41.0 n Epp Z ZV Cyp 9 CW N1 ua` V p a= SWING OVERALL FRAME DIMENSION. DESIGN•PRESSURE (PSF) WITHOUT SURFACE ' BOLTS WrTHSURFACE• BOLTS - POSITIVE . NEGATIVE POSITIVE . NEGATIVE INSWING 105.5' x 96.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5' x 96.S' 47,0 47.0 60.0 60.0 Am, N.T.S. s• m. JK n<. rn: LFS AMC w.. FL-15036.10 m I or to EXTERIOR 46 c za= G! a42zza Me II 11t N •• Z g v a 10 INTERIOR 46 maQ2 W p m a a Ir 1 HORIZONTAL CROSS SECTION 4 C d36.0' MAX. 2 DOOR PANEL WIDTH 2 Lk: o v, 010 EXTERIOR INTERIOR N l.11• j KO a CL od m v 0 2 u T70r RAu ulr mM b N N N P W W O OOOR PANEL40 NOTE WOOD ODOR Caws COMPONFNR: OAK (SG >=0.67) P O UUU 1 45 Z u 1 arc 02 24 12 i SCAM: N.T.S. N IN E lE 4S COTTON RAIL 2 VERTICAL CROSS SECTION owc an. JK m 2 CKx. BY. LFS CRAWNG MD, rl FL-15036.10 c SM(CT _L 0/ p Q 9 13.7 PAN 7. DA SIDEUIE IANE NOTE: WOOD SIDWM COMPOKM: PINE ($G - 0.421 NOTE: 1. Spacing for item a 19 3 029 (life home screws) is as follows. From the bottom up on sides: 6.5", with 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION S GLASS SITE MIN. kSS THK. 24 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 1 L SI SIDEUIE TOP a 11111101. Rail G 1 GLAZING DETAIL S b""s gloss w/ c fro Iron 1/2" MIN. GLASS THK. 119" TEMPERED GLASS EXTERIOR AIR SPACE TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 TV 02124112 i E N. T.S. C m. JK a W. W. VS i WM rD • u 0 F1-15036.10 c ecr _L Of 4 G lll-6 6 ERIOR 1 4 IERIOR II o.IS" F- - CSINK C InPI B 1.1/PMIN. 1 HORIZONTAL CROSS SECTION vv 2 4 21 0 n O 17 61 3 P 4 q D EMB. (TYP.) q Outswmg shown - Inswksg also approved S 3 6 6 6 NOTE: I. The sidelite is direct set into the jomb with (12) item #M (118 X 2" PPH wood screw). There ore (4) of eoch verticol Tomb from the top down of 13.5". 31". 48.5" d 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 ouhwing shown - kmvirsg also approved 3 HORIZONTAL CROSS SECTION 4 outswing configuration TOTE I INTERIOR 4 EXTERIOR 1-1 /4" MIN_ 5 HORIZONTAL CROSS SECTION 4 Shownw/IXsubbuck EXTER101 INTERIOF 10"` v i< r\ a uEuzCO fp xi mda` gg gga o ( 8 5la 1 0: ZW J N C 1ynn ZL t •UCC 0 o n a 4 HORIZONTAL CROSS SECTION q bowing configuration IL i 0 2 U,9 °'za INTERIOR 1 VEIMCAL CROSS SECTION 5 Outswinp shwon • insvAnp also oPproved lor'HVHtwa requirements yyyy1111••• 1.i n C O I 15 1 tl P go 0 o a A i'4 1... , T1 TOIM 00 F i E$ fj Ow 5d a Z? (p i 4 0 LL v ] NC N.T.S. i C. er. JK m X. or. LFS ; AWM a FL-15036 10 c cc* 5 Of 10 0 11M S;EENOTE to U _ 50 I INTERIOREXTERIOR 1 VERTICAL CROSS SECTION 6 a troa n sf>eod Inswing 3 VERTICAL CROSS SECTION 6 Ouhw V configuration EXTERIOR SEE NOTE I ( M L INTERIOR 5 VERTICAL CROSS SECTION 6 O~ng configuration n 0 r. 9X2o Cz ggo3n b 2 VERTICAL CROSS SECTION IS Shown w/lx sub mt NOTE: 1. Anchors oss'y lhry heod and SDI of C in from each corner end. 4 VERTICAL CROSS SECTION it Inswing configluation ALE: N.T.S. n. e. LFS FL-15036 10 4CT _L Of S 4 11 TYP. HEAD MASONRY b JAMBS OPENING ap. 2X BUCK R E Y d 0.1-, = ASTRAGAL AND MULUONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odMted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be odJusted to maintain the min. edge distance to mortorJoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW o 1/4" 1.1/4" 2" 4" TAPCON ELCO 1/4" 1.114" 1" 4" ULTRACON ITW TAPCONo WVVU J0(.KCW INNALLA1IVN INVIr4; 1. Maintain a minimum 5/6" edge dBtonce. 1' end distance, b l' o.c. spacing of wood screws to prevent the spitting of wood. 7. MASONRY OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMB Attach astrooaVsurfoce bolt strike pla es to frome as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt stoke plate at the threshold IOulsfgl I I 1 I 1 77 SEE MAIL II 1 TYP. HEAD b JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N F TYP. SILL I SEE OETAIL I rrrr r r rr to FRAME ANCHORING HINGE JAMS Masonry 2X buck construction Attach Offrog aVsurtace bolt stnke p10 SS to frame as shown (hawing) 64 63 OEfAII 2 Attach w face bolt strike plate of the threshold 11 zs 1 r27 LATCH & DFADBOLT DETAIL HINGE DETAIL c AL N. T S. a By JK X. m: LFS a<wm4 Ie: FL- 15036.10 m _L or 10 8 i Ts I I I I t I I I I I I I I SEE DETAIL GooFro MASON tz 9 d i W OPENING a ro maaIL 28 aa o= 8 34 h r FRAME I El 27 oIX IATCNiDEA060lTDETAIL o y 5 12 10 10 NN rn 00 Z W W HINGEJAMB ASTRAGAL STRIKE JAMB FRAME ANCHORING o o CONCRETE ANCHOR NOTES: Masonry I X buck constrmlion HINGE OETAII LU LU 1. Concrete anchor locations at the comers moy be adjusted to maintain the min. A edge distance to morrarjolnh. i 2. Concrete anchor locotio noted as MAX. ON CENTER^ mast be o0rsted to maintain the min. edge distancs to mortar jdms. oddltlmal concrete anchors 65 66 2 63 m ` ¢ i may be reautred to ensure theMAX ON CENTER' d rnerWon ore not exceeded. 64 63 - 0 7 3. Concrete anchor table: Out N — Z a arz- 02 24 12 i tS3 SML N.T.S. 9 VVEIA'IL WY2 MG. BY: X DETAIL DETAIL 1 DETAIL I CmL W. LFS 3 Attach surface boll Attach ARtacB bolt Attach astnoOOl/SUlOcB boll Anach aT surtoce bolt GFAyyy : c stoke plots at the threshold stoke plate at the Threshold strike * ,0l to home ; t°f FL-150J6. I O " I. Maintain a mdrmmu S/B• edge distance. spacing (n91 (Outswksg) as shown In9) n wood screws to prevent the splitting of wood. SHEET OF 0 MASONRY ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE". EMBEDMEM i0 MASONRY... TO ADJACENT EDGE ANCHOR"'• t"" 1 t a• t•t/a• r a• iAPCON ITVV TAICON la• 1.1/P S• 1.1/2- W000 SCREW INSTALUIION NOTES: M t In m 1•enddBtance.al•o.c. of IS3 a0-4- SEE NOTE I ow eel 4 i-- oxT 1 ASTRAGAL OEU0. NOTE: 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP ANO THE BOTTOM. 16 mw. to JK owc. er. lF5 FL— 15036.10 Fz 9 or 10 OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 21 KWIKSET OEADBOLT -SIGNATURE SERIES (780) STEEL B 2X BUCK SG >= 0.55 WOOD 22 118 THK. CELLULAR GLAZING TAPE C MAX. 1!4' SHIM SPACE W000 23 PLASTIC UP UTE FRAME SMC PVC D 1 /4" x 2J/4"PFH ElCO CONCRETE SCREW STEEL 21 1/4' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE SILICONE CAULK SILICONE 26 PLASTIC UP LITE FRAME PVC PVC F I/4" x 1-3/4'rtw CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3116' X 31/4" PFH ITbV CONCRETE SCREW STEEL 28 OEAOBOLT PLATE STEEL I 1 /d' X 2-1/4" PFH RIN CONCRETE SCREW STEEL 29 K40 x 1.79' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /d" x 3J/4" PFH rtw CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L N8 X 2-1 /2" PFH w000 SCREW I.IS MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M N8 X ?PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N I/4" X 23/4" PFH R1N CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 POOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA•TRU WITH YIELD STRENGTH Fy (MIN.) = 6.000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 14 HINGE STILE W000 9 4" X 4" HINGE .09T THK. TER 45 BOTTOM RAIL COMP. 10 N 10 x 3/d" PFH W000 SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE I 1 3!8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDEl1TE PANEL - SEE SIOftTTE PANEL DETAILS SHEET FOR DETAILS 12 N 10 X I.3/4" PFH W000 SCREW STEft Sl SIDEUTE TOP d BOTTOM RAIL COMP. 13 N10 x 1-1l7 PANHEAD SMS STEEL 52 SIDEIlTE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT N454 8.0" L. X .25" THK. STEEL STEEL 16 OIRSWING SIOEIRE SPACER PVC 62 I/4.20 SEX BOLT W/ Il1-20 FEMALE END x IJ/d' L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 N6-18 x 1-3/4" PFH SCREW STEEL ba N 10 X 2-1 /2" PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/I6" x 2-1/4" PFH ITW CONCRETE SCREW13/16'X STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" x 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3.3/4" PFH ITW CONCRETE SCREW STEEL jOCOual1i n ZU F ;aimm ap 7 m 664 14 Z v 8 a. m z pWSS1mi4 C C y U m y r o 0 a n m t. 00 N N doW zW _ 2.12' e r1 oQ Ti I as c 2.3C --I F- 4.63" - = HEAD SIDE O WING SIDELITE 19 20 Jamb I6 S 1 lUMI FACE 1NRESHOID LOW IROfIIF r spacer2.59' 2.15' o_ 2 36' 4.56' 1.6Q' — I I 1.69 -"( _ I dB" --j I 5.75 u° L — — au: 02 2s 12 i L _ St4M N.T.S. ° oed, o.c. w: JK v L 71' --i (-- 53 1 a«. r LFS ; pNwxc W: a 79 2S SMCC U/ 111E FRAM 15 G SIDE 26 Pvt U/ UIE FRAME SEIf ADJUSTING SADO RF OLD FL-15036.10 rHIGHWARDAMRESHOID san a 1 o DILL 1/2/2018 Florida Building Code Online ion bpr BCISHome jlogIn I User Registration I HotTopicsj Submit Surcharge I Stats6Factsl Publications F8C Staff BCIS Site Map Unks Sear• Ca Product Approval USER: Public Userdaum Product Anoroval Menu > Product or Application Search > Anplication 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. Unch, PE Ci Validation Checklist - Hardcopy Received Certificate of Independence FLIS332 R4 COI FLCOt.odf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/1.S.2/A440 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgtH8572gvdWIdku3BmvbCOTFy%2(AGnRwpRXR(EB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'WO" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-OOSOOE.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510807D.odf I t b e n it a T5332.2) SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON-U REINFORCED Limits of Use Installation Instructions__ Approved for use in HVHZ: No, FL15332 R4 11 08-00498E.odf lApproved for use outsid_e_H_V_ HZ: Yee. iverified By: Luis Roberto Lomas 62514, Impact Resistant: No'___ Created by Independent Third Party: Y_es, Design Pressure: N/A Evaluation Reports__ lOther: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURES IFL15332 R4 AE 51080SO.odf, RATINGS; Created-by_Independent Third Party: Yes 4 vUl sf Y4 lo 1iLYn(tiPolA E 1ar 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLiS332 R4 11 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12968C.odf 15332.4 SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" REINFORCED - Limits of Use Installation Instructions' V-- Approved for use in HHZ:_No)__ FL15332 R4 11 08-02249C.odf, Approved for use outs_i_de_H_V_HZ: Yes sVerified By: Luis Roberto Lomas 62514 Impact Resistant: No, Created by Independent Third_Party-:_Y_e_si Design Pressure: N/A____ __ _ _ _ Evaluation Reports`_ Other: REFER_ TO A_P_PROV_A_L_D_O_CUMENT_F_OR DESIGN-PRE_S_ SURER FL15332 R4 AE 512969C.odf:_ RATINGS Y; Cy pY reated bIndependentThirdPartes, L - - - - - -- .__- REINFORCED Limitsof Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 [I 08-022SOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12970C.odf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 o8-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10806D.odf RATINGS Created by Independent Third Party: Yes 1S332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-OOSO1E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE S10808D.odf 15332.8J SERIES 430/440 ALUMINUM SGU, SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW, REINFORCED i Limits of Use Installation Instructions,, 1/5/2018 Approved for use in HVHZ: No FLIS332 R4 II 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-OOS03E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE S10810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: ELLv 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 850.487.139S. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 liceni under Chapter 4SS, F.S., please dick here . Product Approval Accepts: W ® 0 a, Credit Card Safe https:llfloridabuilding.org/prlpr app_Oti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ce-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS 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 - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS 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 SHAD_ 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 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. 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX. XIP, PIX. TABLE OF CONTENTS HEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I» I oCse7vnw I as 1 .Aw10ym 1 A I ADDED CNARTS 03/05/12 1 R.L 8 REVISED PER NEW TESTmC 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/1S R.L. E REVSED INSTAUARON OCTAILS 06/20/17 R.L SIGNED: MW 2017 MI WINDOWS AND DOORS LLC 711111TIq 650 REST GRATZ.MPAKET03 J S\ENS95 F• I0,,,,66226 *: SERIES 42D SGD 96' X 80' NON -REINFORCED oAaAiiNOTESgyp; y$`TAT OF OF• cIORIOP• ` ri40 DROX orc No. av 08 98 E 11" G``\ Luis R. LOmOJ P.E. FL 62$14 scat NTS 01X 02/23/09 s`cr OF 10 LFIMRTOLC @ PE 14i•1V00DF0RDRDLEWLSVALENC27= 4Hd00409 omnuFQbb.Avrmm NO.: I FI HI 6• MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIRED 17- rMAX O.C.I 6• MAX 17- MAX O.C. O X 10- I IAX II 6• MAx SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s40.OPSF NONE SEECRARTS I/ AND 12 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE:48 vrx79- 2 MAXIMUM D.LO.: 44 W x 74 S9• 6" MAX HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (PART 099-04.445) LOCATED 36 39• ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART a9G17.1951 AT EAf!m ENn ec OAmrL anrrnu o-c O[SOEPIgN ADDEO C11AR7S REVISED PER NEW TESTIuG ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART /I WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (ps0 Frwm SipO Panel are Total Frw o WWIh (in) ADM 30.0 36.0 420 49.0 60.00 7700 04.00 9600 POS I Neg Pau I Neg Pot I Neg Pos I Nog 80.0 40.0 1 55.1 400 1 48.2 1 40 0 1 43.4 1 40.0 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure Ghall (pso Fmtm Sixyo Panel ono Told Awm w41t11(Ln) move 3.0 in) 6. 7J2G0D0 142. 000 94Ga000 Pas Nog I Pos 1 Ng 1 Pos I Ng 80. 0 4a.2 40.2 a3.a 43.4 40.0 40.0 CHART03 NumDei of anMor loatlons rapu(rod Frems Singb Panel and Total Froma Wleln (n) 30. 0 Sao 420 J&O b) 60. 0 720 0 96.0 H& S Jamb NaS Jamb Has Jamb N65 Jomb 80. 0 4 5 5 5 1 6 15 B 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 KAU NTS o`n 02/23/09 —2 OF 10 L AODEATO LOMAS P E. 432 WOODFORD RD LEWrSwILE. NC 27= 434 eF4)d'09 rtbrnty®PbmAW4.mn OaTE APPROVED 03/ 05/12 R.L. 10/ 29/13 R.L. 12/ 06/13 R.L. 07/ 30/15 R.L. 06/ 20/17 R.L. SIGNED: 0642012017 C, ENk 9'=' o ( T•AfOF 7,, S• 10NA11EaG` Luis R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX 17' MAX O.C. 80' MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIRED 17' MAX O.C. r 6' MAX cALar" Numer of anoam IoeaOonf nOWrd Ftwo shoo Pbw am Taw W VVY011 po ao sao 1 42.0 1 ao n) Sao 7L0 M.0 oL0 H&S I Amp IltS Amp AILS lamp HtS A.m ao s s s e s e s SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT Si DESIGN PRESSURE RATING IMPACT RATO SEE CHART 14 FOR NUMBER OF 340.0PSF NONE LOCATIONS REQUIRED SEE CHARTS u1 AND 02 SHEET 2 FOR OTHER UNITS RArwGS NOTES: 1. MAXIMUM PANEL SIZE:.d t r x 7r 2. MAXlUUM O.LO.: xa W x 7,d &r HANDLE SET (PART M44.145) LOCATED 3e 314' ON CENTER FROM PANEL 607TOM EM ROLLERS (PART "9.17.196) AT EACH ENO OF PANEL BOTTOM RAILS puLlerllar, att Nroxaco HOED CHARTS 03/05/12 R.L. REVISED PER NEW TESnNC 10/29/13 ILL ADDED FLANCE AND FIN wsALLATIONS IZ/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTAI.LATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FIN ELEVATION DRAW OaC w. F.A. 08-00498 soALt NTS I"M 02/23/09 —3 OF 10 L. ROBERro LO 1AS P.E. 142 WOO VADRD RD LemsVulE. nC 27W3 6eeC609 .mm SIGNED: 06120/2017 O A'i VG E AI SF p'E OF Luis R. Lomas P.k. FL No.: 62514 1/2• MIN. EOGE DISTANCE W000 FRAMING OR 2X BUCK 1 3/8' MIN. EMBEDMENT 1 BY OTHERS 1/ 4- MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 11 II II INTERIOR q10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FUWSHES, SYOTMERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8* MIN. EMBEDMENT T---- 1/ 2- MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. WENT MIN. STANCE 1/ 4• MAX. SHIM SPACE F. rrjQNS 0CMIA tat DATE A"ADVO ADDED CARTS 03/05/12 R.L. RENSED PER NEW tES11NG 10/29/13 A.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/16 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. ' INTERIOR k__ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X & CK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS aunt DLL No. F. A. 08-00498 seA NTS 02/23/09 1 5"M4 OF 10 LROBFRTOIQANS P.E. I- LV WODOFO ID A IEW/SnLI- NC ZMn 439e115, 1109 Momg6 fa A,,p. Cam SIGNED: 0612012017 RIIILI0 G E N Say` 'y`P 0 5 *= L O cCOR10T; C' A 4ONA" lliIII' ti`\ Luis R. Lomas P.E. FL No.: 62514 METAL STRuCiuRE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE WS OR DRILLING N 17LL TO BE SET IN I BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAU AT70N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT Sf.AL1NT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTHASrM E?l 12 T- 1/2' MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. r SHIM SPACE REV ocscFvMN CAM I APPROVLD A ADDED CNARIS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLmCE AND FIN wSTALIATIOmS 12/06/13 R.E. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 08/20/17 R.I. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00498 V"E NTS JO&K 02/23/09 ITS OF 10 L AOWRTO LOMAS P.E. I-IJ2 WOODFORD RO LEWISVILLE. NC 2.'= 460-60 -"49 'Awmx4 irpnuw. o7W SIGNED. 06202017 511 11 I I`lO'/,i c, E N St;9J+ 0 5 ••k= A TATE OF O. F' LOR10* • ONA 11E G\. Luis R. Lomas P.E. FL No.: 62514 RLVIyDN$ 1 1/2- MIN 1- MIN. RE DATE A PIICVM SEPARATION EDGE DISTANCE1.. A ADDED CNARTS 03/05/12 RL B RENSED PER NEW IESTwO 10/29/13 R.L o C ADDED FIANCE AND nN INSTALLATIONS 12/06/13 R.L. 1 1/a- MIN. EMBEDMENT 0 REvISEO WSTALLATION DETARS 07/30/15 R.L CONCRETE/ 1 1/4- MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY BY OTHERS 1 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK 1/4- MAX. TO BE 1- o ' SHIM SPACE PROPERLY SECURED MIN. EDGE I INTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCONMIN I I. 3. o I I EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16- TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1X' BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETSWSONRY INSTALLA T/CW BY OTHERS SECURED SEE NOTE 3 SHEET 1 y y 1 1/4- MIN. NOTES: EMBEDMENT 1. ANTERIOR AND EXTERIOR pN1SHES.BYOTNERS, AIOT SF owN FOR CLARITY. e'' 2 PERIM5TERAND SOW SEALANT 8Y 07HERS TO SE DESIC+IVED W ACCORDANCE W?N ASTAI E2112 SIGNED: 06/20/2077 z 7/B' MIN ,- MIN. MI WINDOWS AND DOORS LLCSEPARATIONEDGEDISTANCE v1V111i1a/ P• L0 4, 650 WEST MARKET STREET GRATZ. PA 17030 g r •VGE/u,t 9,P i vERTICAL CROSS SECTION CONCRETF*-90MRYLNSTALunOYv SERIES 420 SGD 11- 0,,,5 1t= 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS o or2qD, $TAT OF DRAW DRe Iro. RLV i8S F(ORIOT: F.A. 08-00498 E oNTS 02/23/09 6 OF 10 LRMATOLOMASP.E, LAM WOOOFORD AD LEWISVILLE NC 27M Luis R. LOR1G3 P.E. A91.60"m •. FL NO.: 62514 WOOD FRAMING 1/2 MIN. OR 2X BUCK _\ EDGE DISTANCE BY OTHERS 1 3/8• MIN. EMBEDMENT 1. 1 3/8' MIN. -1/4' MAX. EMBEDMENT SHIM SPACE 1/4• MAX. SHIM SPACE 10 WOOD 7D1/2' GE CIMSCREW OOD EXTERIOR INTERIOR tY1 SCR IE SET IN APPROVED SEALANT 10 WOOD SCREW 1D FRAMING 2X BUCK BY OTHERS MIN. VENT MIN. DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING OR 2X BUCK BY OTHERS RCNsioaa otsa "I" DATE APP1l040 ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTINO 10/29/13 R.L. ADDEO FLANCE AVO FLV WSTAuATDNS 12/06/13 R.L. REVISED INSTALLATION OETARS 07/30/15 R.L. REVISED O+S7ALlAT10N DEVILS 06/20/17 1 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612WO17 MI WINDOWS AND DOORS LLC 111111II1/FF, R to1f i650WESTMARKETSTREET GRATZ. PA 17030 S"N GENS 0 51SERIES420SGD X 80• NON —REINFORCED VEFLANGEINSTALLATIONDETAILSTAT Of ; 1 • PF•'clOR10;•? oR.rm o c Na RDA 08 E SSIoi1111110?G\`\ Luis R. Lomos P.E. FL No.: 62514 scnt NTS 0"'E 02/23/09 `78 OF 16 L ROSEATO LOMAS P.E. I-W WOOOFORD RD LEWISWLE NC.7= 416406.0m dww=*rwnuspvam 1/2' MIN. EDGE DISTANCE METAL p STRUCTURE p BY OTHERS tl 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' I.W. SHIM SPACE e10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAU AT/QV NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 L 1/2' MIN. EDGE DISTANC 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLVmONS 0cw3pnom arc 4D ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTAUATION DETAILS 06/20/17 P L JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLATIOH MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" K 80' NON —REINFORCED FLANGE INSTALLATION DETAILS DRMft Ort NO. F.A. 08-00498 scut NTS 02/23/09 —8 OF 10 L ROBERTO LOONS P.E. 14V WOODFORD RD LEN75VALE. NOY7= a.awoioy immAf y,p,cnm SIGNED: 0&2WO17 Rf I to4f i C'ENSF'P A.T4AiP0KF-.-nk 5 ••*= Z-p NA `1EN`` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SKEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1" MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4' MAX. r SHIM SPACE I EXTERIOR a 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCAETS%t440NRY INSTALLA770N 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT RrAs" I451fIVr4m DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVSED PER NEW TESTNG 10/29/13 R.L ADDED FIANCE AND Fw INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATKIN DETNLS 07/30/15 R.L. REVISED INSTALLATION OETNLS 06/20/17 R.L. t/4" MAX. r SKIM SPACE MIN. EDGE DISTANCE I o' MIN SEPARATION ; v INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/NASONRYINSTALLATON TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 4 1 1/4' MIN. Z PER/METERAND JOINT SEALANT BY OTHER$ TO BE EMBEDMENT DESIGNEDINACCORDANCEWflNAS1ME2tt2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1' MIN, GRATZ. PA 17030 EDGE DISTANCE SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS DRAw+: o.c F.A. 08-00498 suu NTS I o"n 02/23/09 %t 9 OF 10 L ROSERTO LOMAS G.E. 143P wpOOFORD RD LEr1 SmLB. AC 27= 42+480.O&o dbmlfEa1lm _ SIGNED. 062012017 1111111//// G NSF9S i LORl01: Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING SHIMSPMAX BY OTHERS IS WOOD SCREW INTERIOR 1 1/4- EMBEDMENT D T— APPROVED SEALANT BEHIND FIN EXTERIOR 7/16• MIN EDGE DISTANCE JAMS INSTALLATION DETAIL WOOD FRAWNGOR2XBUCKWSTALLA77ON METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4• MIt4 EMBEDMENT WOOD FRAMING SCREW ge COOED BY OTHERS INTERIOR 1/4• MAIL HOOK STRIP - 7/16• MIN EDGE DISTANCE ravaloNs ccscno 1Iav LATE APIAQVIZ ADDED CHARTS 03/05/12 R.L. 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 INSTALLATION DETAILS 06/20/17 1 R L 1 5/8• MIN. EDGE DIST. I TRIM a - 1 1/4• MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE 7 BY OTHERS 1/2' MIN. EDGE DISTANCE 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16• TAPCONa EXTERIOR PANEL INTERLOCK i3sY HOOK STRIP INSTALLATION MASONRY)COAICRE7E SHIM SPACE 110 SELF DRILLING EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 29 BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 49. NOTES. I. INTERIOR AND EXTERIOR FIMSHES• BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT SYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT S10CREWOOD PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2JF SUGVW000 FRAMWG 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 aunt o.c Na F.A. 08-00498 SCAU NTS — 02/23/09 sMrcr 10 OF 10 L AMRTO LO"4S RE. 14T¢WOODFORD RDLEWfS11LLE, NG:7a"'I a.aeeaco9 Aomr rbmssp..com SIGNED. 0612WO17 pENSF9d+ 0511 x 0T(,ATFE i R' L OR10* • ` X tONA 1 t C'`` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX SUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 wTTH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/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 DEVILS. 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 W 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, 33KSI OR ALUMINUM 6063-TS .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP. PIX TABLE OF CONTENTS SHEET NO• DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS ALMOONS oaoavlww WE MPAVVOD ADDED FLANGE AND FIN WSTALLADON 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 06*112017 MI WINDOWS AND DOORS uC 0%J111IN/FA/ 650 WEST MARKET STREET GRATZ. PA 17030 5 R' EOA.G/ v .`fit, E N 1 '9si 0 6 xSERIES420SGDREINFORCEDWITHOUTADAPTER 96' X 96" NOTES QTATEOF •k,— ncos::ol0R10 G? Ircv b8-02249 C S/j/ONA`10l1`` NTS 61x 1 OF 10 10/30/13 Lull R. Lomas P.E. L) MERTOLOWSPE. 11V WOODFORD RD LEv4SvwA NC27029 4JU- 60o09 dwalsaftwassfi, Co. FL No.: 6251 A 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REOUIRED 6- MAX MAXr . I 170.M" - I 6. 6' MAX 17' MAX O.C. 96' r MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATDVG IMPACT RATING t35.0PSF NONE SEE CHARTS Of AND e2 FOR OTHER UNITS RATIN(IS NOTES. I. MAXIMUM PANEL SIZE: 48 IQ't 9S' 2. MAXIMUM D.L.O.: 44 S9's 90 SB' 3M' I EACH END OF PANEL BOTTOM ALL PANEL INTERLOCKS CHART sl WHERE WATER INFILTRATION RESISTANCE LS REOUIRED. CCC uAK a !u!R D05i9n Pressure Mart (PsI) Aarle Swab P,1I101 awo Trial Frame WClh(b) 1 3a0 3&0 1 420 4&0 1M 60.00 7200 DO 96.00 Pos Nap Pos Np Pas Np Pos Nap aa.0 40.0 5&4 40.I 50.9 4O 45.7 40.0 420 a&0 40.0 55.2 40.0 4&0 40.0 43.0 Z4 394 MIN524 45.4 40.0 40.6 37,1 37 f&o 40.0 49.0 40.0 a3.1 38.4 384 35.0 35.0 CILARTs2 WHERE WATER WFILTRATON RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design Prossur0 chart (050) Frmma Siv* Pmo aw TOW Fralm Nift (in) HnN 30.0 1 310 420 A&0 b) 6& 00 724V a4.w 0-0 Pos I Neu Pas I NOD as Nag pas Np 040 58A 5&4 50.9 50.9 45.7 45.7 c2.0 420 0& D 552 552 48.0 ME 43.0 q0 39A 394 f20 524 52.4 1 45.4 45.4 W.0 406 37.1 37.1 f& 0 493 49.0 411 43.1 94- 9.4 1 35.0 300 ruAnr 0 Number Oranehor toudons rpulre0 Frame We PWO Ono TOW From WWMA (In) 39t0 1 3&0 420 4&0 in)w. 0 720 8" 0&0 Nay I Jamb I H&S Jamb NaS Jamb H6S Jamb 04.0 4 6 S 8 6 6 8 0 6&0 4 8 5 6 6 6 6 6 020 4 8 5 0 6 6 0 6 0&0 4 6 S 6 6 6 0 8 aLVlsloea OGSCIOP110M WE APPROVED ADDED FLANGE AND FLV INSTALLATION 12/10/13 ILL REVISED INSTALLATION DETAILS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 RL MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION bxc No. - v,L 08-02249 lr4l NTS JORIE 10/30/13' 1,a OF 10 L AOSEATO LOA"S P.E. IJ W00DFOAOADLEW1SVILLE. NC2702s a74teeoea s rmmssyneo.rPaaam SIGNED: OW 12017 110 W' E': 9"TAiPOKF--,,, 10NA1,D aG\'•• Luis R. Lomas P.E. FL No.: 62514 L FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 6t JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX r f I--i O.C. I S. MAX 6' MAX I 17" MAX O.C. 6' T— AX kME CHT 6' MAX RLV I 01:50ft 401 Mt[ I- A ADDED FLANGE AND FIN INWALLAMON 12/10/13 R.L. B REVISED 04STALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE. 46 fir x 95' 2. MAXIMUM D.L.O.: 44 S4' • 9O Slr CHART a4 Number orant:Aor tocattonsraputrod Frwa SW*b Rugl an6 Tww LWt Wi001(n) 91 w.0 3&0 420 1 46.0 cWi 60.0 120 o 96.0 N6S Jamb N65 Jamb N6S Jamb HSS Jamb 4.0 4 6 5 6 6 6 6 6 8d.0 4 6 S 6 6 6 6 6' 920 4 6 5 6 6 6 6 6 96A 4 6 S 8 6 6 6 6 i HORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) 5jLL EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED 235.0PSF NOVE MI WINDOWS AND DOORS LLC SEE CHARTS IIAND 02SHEET 2FOR OTHER LWITSRATWGS 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION boo Me. p AaeseNEDurJ1 V.L 08-02249 146)AT38L4'ONCENTER FROM PANEL BOTTOM WAS NT10/30/13 —3 OF 10 196) AT EACH END OF PANEL BOTTOM RAILS L ROOERTO LOWS P.E. 969)ATAIIPANEIWTERLOCK3 14=WOODF RD LEWISVILL& NC 270M WO 4w4aad609 db MSo*ftMWac" SIGNED: 06121/2017 SF,J+ SE OF : ,t p, . oRto" G;;` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 1/4' MAX. SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 T2 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N, cut.n vmTANCE ALYISIoNs ocswvrcw a1E MPFOY[y ADDED FLANGE MID TIN INSTALLATION 12/10/13 R.L. REVSED vMAL ATION OETAA3 Oe/03/15 R.L. REVISED WSTALLATION OETAILS 06/21/17 R.L 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE T- INTERIOR 1/2' MIN. EDGE DISTANCE IUI 110 WOOD SCREW EXTEi w00p FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS DRm"t OpG ti0. p V•L 1 08-02249 sfut NTS e`TL 10/30/13 ISMW4 OF 10 1. PAWRTOLOMIS P.E 14= WOODFORO RO LEKISVUE NC 27= 4TN-0l60609 AwnaOub uyr.em SIGNED: 0621/2077 J\S `Jo G E NS 9J+' l 0 51 ><= Fs "0R10T; -\0" S;pMA 11 ta` Luis R. Lomes P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE I 1/4' AXM. r SHIM SPACE g10 SMS OR SELF DRILLING SCREW EXTERIOR 11 1 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT Ito SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE /NSTALLATom NOTES• 1. INTERIOR AND EXTERAOA FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 1/2' Mil EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Rlrt90e6 ocselevinr MR APPRWLL ADDED FLANCE AND FIN INSTALLATION 12/10/13 # R.LLREVISEDINSTALLATION •DETAILS OD/03/ISL REVISED INSTALLATION DETAILS 06/21/17 JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: 0&2V2017 MI WINDOWS AND DOORS LLC 1\111IIII/I,, 650 WESTMARKET GRX17REET 030 RENO SERIES 420 SGD REINFORCED WITHOUT ADAPTER V AfepoKr, 9TAL9OFRAMEINSTALLATIONDETAILS9 D , oRUft ore no. Rn cL`•0R10*• srxt 08— y02249 C ONA j1(o` O Oat NTS10/30/13 5 OF 10 LAODERTOLOMAS PE tar% WDA RD RD tEmSvntf. NC 2707J Luis R. Lomas P.E. 13" u-009 1AomAsmrti2.asp,mn FL No.: 62514 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE 4 MIN. i• EMBEDMENT CONCRETE/ t MASONRY I By OTHERS r 1/4_ MAX. i SHIM SPACE OPTIONAL 1% BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN APPROVEDESSEALANT DESCIOTION atE MIEv ADDED FLANGE AND FL4 INSTALLATION 12/10/13 R.L. RMSED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN, EMBEDMENT I 1' MIN. EDGE DISTANCE o ' 1/4' MAX, SHIM SPACE 3" MIN SEPARATION INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEAHAMNAY INSTALLAT>ON 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 4 .. i NOTES: 4, 1 1/4' MIN. 1.INTERIOR AND EXTERIOR FINISHES. BY OTHERS. n . •• • EMBEDMENT NOT SHOWN FOR CLARITY. 2. JOINT e •• ° ' DESIGNED AC(NC AAf SIGNED: M21/2017 M) WINDOWS LLC lR IICl041 27/8' MIN SEPARATION 1" MIN. EDGE DISTANCE 650 WEST MARKET SSTTREET GRATZ. PA 17030 S pENSF" 9'I,S VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT 'ADAPTER Ar•4TAii COACRETbMASONRYINSTALLA770N96' 4• INSTSTLLAATION DETAILS LOF :w:FRAMEoIa» c oeclw ty ZOIII vLYisOEl MAIstoiNTS "10/30/13 —6 OF 0 IItioLLt LROSERIOLCM4S PE. 1' 4M WOWFOADRD LEwd"mM ACV= Luls R. Lomas.E. P.E. A244.0m mc4uf®mwm— FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR lL J U INTERIOR rO BE SET IN OF DYED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. WENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 AMy0N5 oLsaavnoN 0-11 MF RorID ADDED FLANGE AND FIN INSTALLATON 12/10/13 R.L. REVISED INSTAUATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE T 1/2' MIN. INTERIOR EDGE DISTANCE B10 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2XBUCKWSTAUATXXv BY OTHERS SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 11111IrIII 650 WEST MARKET STREET GRATZ. PA 17030 S R' L O pElvs'9si ic• 0SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" 70-F--51FLANGEINSTALLATIONOETAl15TAT O01114ft iFS'cLOR10T; G?: REV 08-02249 C 11MI1110?\\` scat NTS of s'w7I10/30/13 OF 10 Luis R. Lomas P.C. LROOEATOLOIIASPE. 142 WOODADAD RD LEKISVIa. NC 21a'9 nlw,am FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA1 E2112 1 /4' MAX. SHIM SPACE I 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT Im 1/2' MIN. EDGE DISTAN( 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLVmaa octelt"lON GTE MPRoWO ADDED MNCE AND FIN INSTAUA110N 12/10/13 R.L. REVISED I14STALLA71ON DETAILS 06/03/15 R.L. REVISED wSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE /NSTALLATIOW SIGNED: M6/21/2017 MI WINDOWSLLC t1 11It650DWMARKETDSTREETGRATZ. PA 17030 J`S O v. OEN,rF'9,P S. SERIES 420 SGD REINFORCED WITHOUT ADAPTER iT• 0 61 *= 96' X FLANGE INSTALLATION DETAILS o E : ` p • TAT OF V. L. 08-02249 C ss ONAI scutNTSo" 10/30/13 —8 OF 10 E G`` 1111110, L ROSERTOLOWl9PE. 142 wOODA080 AD LEtwSvxi& NC:7oJ Luis R. Lomas P.E. 43440 g tea,,,, FL No.: 62514 1 1'/2' MIN. _ 1' MIN. aH9o„S SEPARATION EDGE DISTANCE REV Dom" o tt APEIIOVED A ADDED FLANGE AND FIN WSTAI,IATKIN 12/10/13 R.L 8 REVISED ucuuwriom DETAILS 08/03/I5 R.L. C REVISED WSTALLATION OEINLS11/4' MIN. 06/21/17 R.L CONCRETE/ ' • •: ' • EMBEDMENT 1 1 4' MIN, I EMBEDMENT BY OTHERS 1/4' MAX, OPTIONAL r SHIM SPACE 1% BUCK -- .• 1/4• MAXTOBE PROPERLY SHIM SPACEir ' SECURED MIN . • ' ' I INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE o 3/16' TAPCON EXTERIOR 3. INTERIOR MIN, ; SEPARATION r SILL TO BE SET IN '• " A BED OF 3/16` TAPCON 3/16' iAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRYyOTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRETNMASONRYINSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY611SECURED SEE NOTE 3 SHEET 1 NOTES. u —T 1. INTERIOR AND EXTERIOR FINISHES. BY O • A 1 1 /4' ENT THERS, NOT SHOWN FOR CLARITY. a :' ' EMBEDMENT 2. PERMIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTH ASTM E21124. SIGNED: 0&21/2017 2 7/8' MIN. 1• MIN. MI WINDOWS AND DOORS LLC 1111111II/I SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `J S E;', LO,jj i VERTICAL CROSS SECTION GRATZ. PA 17030 ., •G Eli CONCRETE414ASONRY INSTALLATIQY SERIES 420 SOD REINFORCED WITHOUT ADAPTER AAfiFLANGEINSTALLATIONDETAILS egoOFO . SULt o•c V.L tomtitG249C / 1NA1\\? S NTS 10/30/13 S'aT9OF 10 SI tEN: LADOEHTOLOMASP.E Luis R. Lomas P.E. tUE, 2NDODFORORDLEW/SVUNC 2T0•J' 4144M.003 rewrusvow. y.. FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN Ip8 WOOD SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 1/4- MAX 1 r SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. F SHIM SPACE RLV61pms REV I CSCJWI N DOE PROVED A ADDED FLAmCE AND FIN INSTALLATKIN 12/10/13 R.L. 8 REVISED INSTALIATION DETAILS 08/03/15 R.L. C REVISED wSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN, EDGE DIST. TRIM a INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR — PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAWCONCRETE 1/2' MIN. EDGE METAL STRUCTURE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM INTERIOR MIN. EMBEDMENT HOOK STRIP E HOOK STRIP I #10 SELF DRILLING 10SCREW SCR WOOD PANELSCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION NOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 06J27/20172XBUCw1V000FRAMING VERTICAL CROSS SECTION 1YOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. MI WINDOWS AND DOORS LLC 0%li11 1III 650 RAT. WEST MARKET ZMPA7030 J SEHS 'fit+ 1k• 0 61Or*= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NAILFIN Qc HOOK IMSTALLATION DETAILS ro E1TAT OfNOTES: i3ORINTERIORANDEXTERIORFINISHESByOTHERS, NO EOR T:?• G: Ie No. 08- 02249 C CLARITY. RANDJO1MSfALANTBYOTHEASTOBEs/Sj0NA;10tE2PERME NTSD 10/30/13 10 OF 10 DESIGNEDINACCOROANCEWlTNASTME?t t2 L R08FRTOLOWSP.E. fAXKV00F0RDRDLEw/ SVXL&NC2702Y Luls R. Lomas P.E. 1364L - we manu@sw,usirrx" FL No.: 62514 ILnISIoId Kv ocscravtloN MTt APPAVVCD A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REOUIREMENTS OF THE FLORIDn BUILDING CODE. 0 ' REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ces1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. A S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4% 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO N07 REOUIRE 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 k DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH a 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. z: 14. INSTALLATION ANCHORS SHALT. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALT. 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). SIGNED: 0622/20T7 D. METAL STRUCTURE: STEEL 18CA, 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA A AII+IIIlA,, J S R' .. 4f 9,P•i17030GENSF SERIES '430 SGD o,6Z6 143' x 80" NON REINFORCED NOTES TATE OF ors 4,ke fTABLE OF CONTENTS Nr 1„L me w. Kv i'F• ct0R10r w*0$ SHEET NO. DESCRIPTION F.A. i08- 0000502 E ASS'piAl. 1 NOTES twc NTS02/23/09 1 OF 9 Ft` 2 ELEVATION L.RWEKOLMASPE. IA+ w000FOW RD LEW1SVLLE.AIC Tl0.•a Lull R. Lomas P.E. 3 — 9 INSTALLATION DETAILS A.W4Qa-0m ur0..tvm FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX -.• 17 MAX {-- 6' MAX I O.C. I II 6' L1AX 17' MAX 80' O.C. MAX RAME T- L. 6' MAX I X X SERIES 430 XIX SGD EXTERM VIEW DESIGN PRESSURE RATING 10,IPACTRA77NG t40.0PSF NONE SEE CHARTS al AND r2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2• x 79- 2. AIAXIMUMD.L0.:44314•+741r MARD WAAE SCHEDULE FLAT MDUNTED HANDLE SET M44-145) AT 38 3(4• FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS RLv oaclert" DAM ArrRowm A ADDED CHARTS 03/06/12 RL. B REVISED PER NEW TESTwe 10/15/13 R.L. C ADDED FLANCE INSTALLATI04 12/06/13 R.L D REVISED INVALlAnoN DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL CHART ti WHERE WATER INFILTRATION RESISTANCE IS REOUTAED SEE NOTE 9 SHEET I Design pressure chart (ps* Frame Single Panel and Total Frame WAIN (in) Height in) 3AO 90.00 36.0 108.0D 42.0 126.00 F 47.7 14100 Pas I Hop Pas 1 N&j7 Pas I Meg Pos Neg 80.0 40.0 1 54.9 40.0 1 48.0 40.0 1 432 40.0 1 40.0 CHUArt2 WHERE WATER INFILTRATION RESISTANCE IS NOT AEOUIRED SEE NOTE 9 SHEET I Design pressure chart (pzO Frame Strgle Panel and Total Frame WCIh (in) meigm in) 90.00 3" 38.0 106.00 420 126.00 47.7 143.00 Pot I Nog Pos I Nog I Pas I Nog Pot I Nog 80.0 S4.9 1 54.9 4e.0 1 48.0 1 43.2 1 432 40.0 1 40.0 CHART03 Number o/ enchw IouNonsrequlrod Frame Single Panel and Taal Franc Wdth (in) Height 30.0 3G0 1 420 47.7 90.0 1% 126.0 14,2.0 HISS lamb HIS S JemD HSS lamb HdS1 Jamb 80.0 6 5 T 5 8 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 08-00502 sc- NTS I e"Tr 02/23/09 -2 OF 9 L AWATOLOMAS P.E. 14-v WOODFORD RD LEN1SVXLE. NO 27= a1-61134 9 dwrasfi*b m .m SIGNED: 0& 20T 7 DENS. •'i1' a 6t . TATE OF iF ONA 11F G` Luis R. Lomas P.E. FL No.: 6251 A 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 3/8' MIN. EMBE MENT BY OTHERS 1/4' MAX. SHIN 10 WOOD SPACE SCREW EXTERIOR II II 11 11 11 11 INTERIOR SET IN APPROVED 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8- MIN. EMBEDMENT 1 1/2, MIN. EDGE DISTANCE 110 WOOD MIN. SCREW kENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK WSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY 07HERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1/4' MAX. rSHIM SPACE RLAs" My DAIC I AP AQVILD A ADDED CHARTS 03/06/12 R.L. 8 RLYISED PER NEw TES7WG 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 2X BUG( INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAM DEC M0. F.A. 08-00502 scut Na — 02/23/09 — 3 OF-9 L ROBERTOLONASP.E. 1Al2 V=LWORD RD LEWIS VILLE. NC 2, 411680-0d09 /a1.0 ifOltrgmTfp..Cpn SIGNED: 062212017 to ceNSF •s TAi EOSG O2FS; -ct 0R10't is/ONA 11E`` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS p10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 2Y MIN EDCDISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUA770M NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT` BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 4• MAX. SHIM SPACE AS OR DRILLING L TO BE SET IN BED OF APPROVED UJANT 1/ 4• MAX. rSHIM SPACE I 1/ 2• MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR RMSIDRS DCSc4wmo" DATE APPI04D ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE WSTALIATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR If a 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 FRAME INSTALLATION DETAILS DRANK I1Rc RO. F. A. 08-00502 V-' Lr NTS 02/23/09 5"W 4 OF 9 L ROE£RTO LMKS PE t V W000FORD RD LEWISVXLE NC 27M SIGNED: 062212017 0 51 •x= pE OF ONA Luis R. Lomas P.E. FL 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. 1" MIN, SEPARATION EDGE DISTANCE 1 1/4' MINa EMBEDMENT 1/7MAAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4- MIN. EMBEDMENT MIN. EDGE •': DISTANCE MIN. SEPARATION . • • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. e EMBEDMENT 2 7/S" MIN, 1" MIN. SEPARATION EDCE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION RLv RLVWOK OCSCRIRROw wt AP RO W A ADDED CHARTS 03/06/12 R.L. B REVSED PER NEW TESTINC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1 4• MAX 0 REVISED INSTALLATION DETAILS oe/oS/15 R.L. SHIM SPACE E REVISED WSTAL ATION DETAILS 06/22/17 1 R.L. INTERIOR a EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&WSONRY INSTALLA TOV TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIORAND EXTERIOR FINISHES. BYOTHER& NOT SHOWN FOR CLARITY: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE HPTH ASI N E2112 SIGNED: 06122,2017 MI sDswRDDOORS LLC RII ItosowEsMARKET `, GENT.,fCRATZ. PA 1T00 . SERIES430SGO _ 1t• ,NN 143" x 80' NOW REINFORCED ,o;((,;` FRAME INSTALLATION DETAILS p , . TAT Of oRA.x owc SE*U NTS o.1t 02/23/09 08—O O. T52 OF9E /,SAO IIA1t. 1?\\ LROBERrOLO-4 RE Luis R. Lomas P.E. IAJS E HWOODFORDADLEWLSV4LC27= FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8* MIN. WOOD FRAMING OR ZX BUCK EMBEDMENT BY OTHERS L 1/4' X—i SHIM 110 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR If II II II II. II INTERIOR CWC VIJINY{.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATIONION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY Z PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. ENT Kv REHAG+S ocsCAM10" CATE APPROVED A ADDED CMARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALlATK1NS 12/06/13 R.L. D RENSEO INSTALLATKN DETAILS 03/06/15 R.L. 1 3/8' MIN. 1/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.I. EMBEDMENT r SHIM SPACE I7- 1/2' MIN. INTERIOR EDGE DISTANCE I — JIO WOOD SCREW EXTERIOR w000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOW FRA)whvGOR2xBUpIINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oR e Owt wo. f.A. 08-00502 s NTS D"TE 02/23/09 — 6 OF 9 L WMATO LaW49 P.E. lAn 11000FORD RD LEWISMLE. NG 27M a«sto-0cos v oom SIGNED: OW212017 006E OF W Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 1/2' MIN. IEDGE DISTANCE r EXTERIOR t/2' MIN. EDCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTNERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACOORDANCE KITH ASTM E2112 1/ 4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN IED OF APPROVED JANT 1 1/ 2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 / 4' MAX, r SHIM SPACE IrtVoq rS1r eE3eW 110r DATE APPRDAL A ADDED CHARTS 03/06/12 R.L 8 RLVSED PER NEW TESTING 10/15/13 R.L C ADDED RANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETALS 08/05/15 A.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR EXTERIOR JAMB fNSTALLATION 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 aulnc ore Iw F. A. 08-00502 MALL NTS I DATE 02/23/09 JUM7 OF 9 I. AODEATOIOrKSPE IAw rOOODFORD AD LEn7MLE NC 27m 43& 623-om im nasobi r mweam SIGNED: 0612/2077 0` Gt I IY O 9 2 *' TAT 0„ 625 •• c++ FrE OFa- gI F' OR10P • '': i///./ t'jS. IONA 11 xv Luis R. Lomos P.E. FL No.: 62514 IM9W6 1 1/2" MIN. 1' MIN. clesuevllo l Ito CONCRETE/ SEPARATION EDGE DISTANCE Kv A MASONRY A ADDED CHARTS 03/06/12 R.L. d BY OTHERS 8 REVISED PER NEW TESTING 10/15/13 RL e" % 1 1/4' MIN. 1/4- MAX. 1 1/4" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EMBEDMENT SHIM SPACE k• • , EMBEDMENT D REVISED INSTALLATION DETAILS 08/05/15 R.L. a E REVISED INSTALLATION DETAILS 06/22/17 kL aye OPTIONAL MIN. , IX BUCK EDGE •o TO BE DISTANCE INTERIORPROPERLY ' SECURED 1/4' a IISEENOTE3SHIMSPACE SHEET 1 .V 3/16' TAPCON MIN. N. SEPARATION • • . EXTERIOR INTERIOR 3/16' TAPCON 3/ 16' TAPCON ' SILL TO BE SET IN EXTERIOR fABEDOFAPPROVED ' SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETSIMASONRYINSTALLAPON MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET I 1 1/4' MIN. 1. INTERIOR AND EXTERIOR FINISHES BY OMERS, EMBEDMENT NOT SHOWN FOR CLARITY. e ' •, , 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE rZa..;t DESIGNED IN ACCORDANCE MTNAS7M E2112 SIGNED: p6/22/2017 1' MIN• MI WINDOWS AND DOORS LLCSEPARIONEDGEDISTANCE 650 WEST MARKET STREET R. L VERTICAL CROSS SECTION GRATZ. PA 17030 •'\0ENy+%11 CONCRETEu SONRYIP(STALLATJON SERIES 430 SGD *•OTAY 5 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS,,,, cF'"h"r au.1c orc Iw I1cv -..Z0RXD G WALE NTS °`h 02/23/09 0882 OF 9 E ''S/OM1111``` LRCAEArOLOMUP.E' Luis R. Lomos P.E. tutnLODF0WADLEV4SVILLENC270t7 FL No.: 62514 1 5/8' MIN. EDGE DIST. TRIM d ' d 1 1/4- MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X SUCK TO BE D PROPERLY SECURED 3/16' EXTERIOR TAPCON PANEL INTERLOCK HOOK STRIP INSTALLATION MASGWRYiCONCRETE INTERIOR TRIM HOOK STRIP ACV o N , :F w DAN rrno tD A ADDED CQHRTS 03/06/12 RL B REVISED PER NEW TESTLVG 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 INSTALLAnoN OETARS 06/22/17 RL METAL STRUCTURE 1/2' MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR NOOK STRIP SELF DRILLINGSCRISCREW 1/2' MIN. EXTERIOR PANELINTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT 010 Woop SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUC*WOOD FRAMING 0 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOP CLAAITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA t7030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS ORQft F.A. 08-00502 stAu NTS o`er 02/23/09 1 S T9 OF 9 L. AOWRTO L01US AE M3T W ODFORD AD LE W&ALLE, NC:AW 47y0S0DEo! 91moQiNouypr can SIGNED: 06,2212017 VS11 1111LI0 TAT PO4F-0'1' P•, A• ONA 11E 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 CODE. 2. WOOD FRAMING AND MASONRY OPENING T1) 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. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 w" SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFFOR THIS PRODUCT IN WIND BORNE DEBRISREGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 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 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO AST" C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33K51 OR ALUMINUM 6063-75 .048- THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION OFTAII C RrAspoNs ADDED CHARTS 03/06/12 R.L. RMSED PER NEW TESTWC 10/15/11 R.L. ADDED FIANCE *MmAAT10N5 12/06/13 R.L. REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC I+IIrLAAAAA 650 WEST MARKET STREET CRATZ. PA 17030 5 RLO,Jf i v •G EtiF - 4-.T Aie SERIES430/440 XIX SGD 143' x 96' REINFORCED NOTES AOF i FS It OR oAA.xc F A.. owc NO. av 08-00503 E 10(4A 11Ea V Luis R. Lomos P.E. uA1t NTS 0 7C 02/23/09 T 1 OF 9 L ADDERTOLOMAS P. E. 1432 nLOOFM RDE LwIsw"E. AC 27a"J u+-C464 4 +bAppmm FL No.: 62514 6' MAX - I 6' MAX I L 17- MAX O.C. 96- MAx FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH ANCHORS PER LOCATION E CHART B3 FOR IMBER OF LOCATIONS OWRED 17' FMAx6" MAX O.C. SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS xI AND $2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 40 1t2x 95' 2. M4XIMUMD.LO.:443u'x90W I^ Ilr 1 74rral uuN IL:D N/W DLE SET (99-04.145) AT 37 3r4' ON CENTER FROM PANEL SOT70M I(1)METAILIC TANDEM ROLLERS IWI7.19S1AT EACH EHheF oamm anrrrw 0.n< REWFORCEMENT(US)ATALL PANEL REWFORCEkFNT ( 4237) INTERLOCX, FACE OF OPERABLE PANEL 04TERLOCIL REV DLSMnION A ADDED CHAIM 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART17 E REVISED INSTALLATION DETAILS WHERE WATER INFTL TRATOV RESISTANCE LS REQUIRED SEE NOTE 9 SHEET 1 Design Pressure ChOR (Pso paw Slrgo PW-W ono Total Frond WWA (n> rbgal Sao 1 36.0 420 1 47.7 M) moo I 1wiv 26.00 14130 Pos I Nap P03 1 Np Fos Np Pos Np t4.o 40.0 60.0 40.0 51.9 40.0 520 40.0 46.0 00.0 40000.0 40.0 54.6 40.0 409 40.0 45.0 920 40A 59A 40.o Sf 7 40.0 6.1 40.0 423 DOA 40. 0 1 56.6 40.0 49A 40.0 3.7 0.0 40.0 CHART F2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED CFF Nr11F a CUCCT • Dos! n Pressure Chat (PA Franc Sa1o4 Pana ana Toren Flume W4ra (ml MWDN h) 50. 0 360 QO 1 47.7 A00 10A00 12000 14100 POsT Np Poi Np Pat Np Pas Not N.0 60.0 60.0 S7A 57.0 52.0 52.0 48.0 46.0 01.0 BOA 60.0 54.0 54.6 4&9 40.9 45A 45.0 920 59. 6 59.6 5f.7 51.7 46.1 46.1 423 42.3 96.0 SB.tl We- 4 .0 4 00 43.7 TiFT 40.0 70.0 CHART 19 Noma ofanODor IOnUaas r40ubea Farb S4a0 Puno m4 Taw Fram, Wlma in) FbbN lM) 10. 0 36.0 420 1 47.7 D0.0 f010 126.0 143.0 HAS Jamb NAS Jamb N4S Jambi Has ljmb 04A 0 6 7 6 8 6 9 t BOA 7 0 7 6 t 6 9 6 920 7 6 7 t t 6 9 6 t6.0 7 1 6 7 6 6 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/ 440 xIx SGD 143' x 96' REINFORCED. ELEVATIONS OAA4N: Dwc ND. F.A. 08-00503 NTS o` er 02/23/09 s"CU2 OF 9 I437 WOOOAM ADLEWI VALE NC 27DP9 474ti30-ows rL0rnas400raip"" DAtc APPR04D 03/06/ 12 R.L. 10/15/ 13 R.L. 12/06/ 13 ELL 08/05/ 15 R.L 06/22/ 17 R.L. SIGNED: OWWO tREN O'b': 0 51 := TOF O 4OR101;- jSf 1\ VG`\` NA Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX.. SHIM 10 WOOD SPACE SCREW c 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TD BE DESIGNED IN ACCORDANCE WITH ASTM F2112 1 3/8• MIN. EMBEDMENT 1 1/ 2• MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4• MAX. SHIM SPACE flvmcNs 101 DCSC0110" GTC AOPRWm A ADDEO C"TS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 ILL C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. D REVISED INSTALIA710. DETAILS 03/05/15 R L. E 4EMSE0 IkSTALLAPON OETNLS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 6SO WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" : 96" REINFORCED FRAME INSTALLATION DETAILS ORA N: OWG NO. F. A. 08—OOS03 41 NTS o"E 02/23/09 I—T OF 9 L ROBERTO LOA"$ PE. 1422 WOODFORD AD LEWISWI LE. NC 2AV2 43d4d!- 009 ,aom vamgo.m SIGNED. 0&2MO17 oFS= clOR10 GCt ONA ltE`\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STALICTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. 2. PEAIMETER AND JOWT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 010 SMS OR SELF DRILLING SCREW 1/2• MIN. EDGE DISTANCE INTERIOR 110 SMS OR SELF DRILLING SCREWS SILL 70 BE SET IN A BED OF APPROVED SEALANT METAL - STRuCTURE rt BY OTHERS 1/4• MAX. SHIM SPACE INTERIOR EXTERIOR pLv ocseasaox BAR Mpfwvo A ADDED CHARTS 03/08/12 R.L e RMSED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLATIONS 12/06/13 RL D REVISED INSTALIAMON DEU S 011/05/15 R.L. E REVISED iNSTALUTION DETAILS 06/22/17 RL 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 FRAME INSTALLATION DETAILS oawN: o c No. F.A. 08-00503 u lt NTS — 02/23/09 — OF 9 L ROBERTO LOAL4S P.E. Ia,TR MOOOFOAD RO LEWISY/LLE NC 2-0.'4 4.%s tos tRoawdul fflz r=M SIGNED: 0&QW017 p TAT SE OF ; w= L•.'c ORlOT; • : Luis R. Lomas P.E. FL 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. I' MIN, SEPARATION EDGE DISTANCE O 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 3/16" TAPCON EXTERIOR oerAmAlluN VERTICAL CROSS SECTION CONCRET &MASONRY INSTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE . • ' I MIN, ! ; SEPARATION 3/16' TAPCON SILL TO BE SET IN • o ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE INTERIOR RCAPONS OG:CIOPIIOr MTE APPAOKO A ADDED CHARTS 03/06/12 R.L. B REVISED PER HEW TESTWC 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED MSTALLATKIN DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL. a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETENHASONRY INSTALLA710N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WRHASTM E2112 SIGNED. OW212017 MI 650DOWS AND M SMARKET STREETOORS LLC 5111 11r1/o4f GRATZ, PA 17030 •GENSF AP SERIES 430/ 440 X1X SGD*• 0 5 tt' 143' x 96' REINFORCED FRAME INSTALLATION DETAILS TATor, 4; MAIM. owe 00. IiY 'nF• '10R10"'• -: scAu NTS aTE p2/23/09 08T53 Of 9 E ',SSj NA11E?G`I L ROSEATO LOAMS P.E. Luis R. Lomas P.E. 14 WOODFORDRDLEVASYXLE,NC27022 FL No.: 62514 4U400609 *vc" 1/2- MIN. EDGE DISTANCE RN ocsckw11oN DATE A"9041) A ADDED CIURTS 03/06/12 R.L 6 REVISED PER NEW TESTINO 10/15/13 R.L FRAMING 1 3/8' MIN. EM3EQNENT C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. R 2X BUCK 0 REVISED INSTALLATION DETAILS 0E/05/15 R.L BY OTHERS 1 1 3/8* MIN. 1/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L EMBEDMENT SHIM SPACE MAX. SHIM SPACE IM T— INTERIOR O1/2' MIN. 010 WOOD "_ EDGE DISTANCE SCREW EXTERIOR INTERIOR I s I10 WOOD SCREW 10 WOOD 1 SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT DOD EXTERIOROR2XBUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION1 BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WWO FRAMING OR 2X BUCK INSTALLATX9N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS okwm DAC MO. F.A. 08-00503 W'" NTS I WE 02/23/09 lsmm6 OF 9 L ROSERTO LOMAS P.E my wOoOFORO RD LEw svuF- RC 2.'Ob a+4a.ocos mon,a8sw„mp,mn SIGNED: 06/22/2017 S R I t O rsGEIv9 % 7AT SEOFa Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS A10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCEDC tA I thUOR rry I cnlyrt 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE LNSTALLATAON NOTES: I. INTERIOR AND EXTERIOR FWISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOOJT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR LUNG TO BE SET IN BED OF PROVED SEALANT 1 1/2' MIN. EDGE DISTANCE J10 SMS ORSELFDRILLING l SCREWS 1 METAL STRUCTURE BY OTHERS 1 /4 MAX. rSHIM SPACE RtASftS Rev 2LSCIaP1rom DA1E u'ROvED ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FUnCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/06/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATXAJ MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/"0 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS Dtaft Ost: ND. F.A. 08-00503 x"i NTS — 02/23/09 OF 9 L ROURTOLOWASP.E 42 WOOOFOWD RD LEWISVUE, AO 27DW aOlB460! ,rom SIGNED: 0&22/2017 S 1IR1111i/0,,, o 51 •t= 10 TATE OF a' iS NA Luis R. Lomas P.E. FL No.: 62514 MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION r EDGE DISTANCE MASONRY BY OTHERS A 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET 1 I•3/16" TAPCON EXTERIOR II II II II II II INTERIOR 3/16' TAPCON II II II II II II 3/16" TAPCON SILL TO BE SET IN o EXTERIOR A BED Of APPROVED SEALANT OPTIONAL 1X BUCK CONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 1 1/4' MIN. EMBEDMENT 2 7/B" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE INTERIOR MIN. SEPARATIONmg RMsoNS ACV o6c1 pr" we A ROKD A ADDED CHARTS 03/06/12 A.L. B REVISED PER NEW TE511N0 10/15/13 R.L C ADDED FLWCC INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 A.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETEM44SONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. Nor SHOWN FOR CLARny. 2 PERIMETER AND JODVT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: OS/2212017 MI WINDOWS AND DOORS LLC IICill"l, 650 WEST MARKET STREET 011 I GRATZ. PA 17030 C E Iv'r, p SERIES 430/440 XIX SGD i4. TAlTi143" 96" REINFORCED I FLANGEINSTALLATIONDETAILS pOf aZ ORC ND. AlRAW REV "°F•OR10P• F. A. 03-00E503 E oA1c SclaNTS02/23/09 S OF 9 NA„ E G` L ROBERTO LOM4S P.E. 14] P IvOOOPOWD RO LEWISVU& NC 2'R'J Luis R. Lomas P.E. FL asasaaeosdbmsvkm%mR..mR No.: 6251a 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 7 1x BUCK BY OTHERS. 1x BUCK TO BE SECURED VLPROPERLY3/t6' EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION M490NRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP -- otrASIONS xv VES00Pllori wu APPROvro A ADDED CHARTS 03/06/12 R.L B REV= PER NEW TESTING 10/15/13 R.L. ' C ADDED FLANCE INSTAUATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. 1/2' MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP D SC110R WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 29 BUCiVKWD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAI E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DAM". o e Na F.A. 08-00503 NTS lwr 02/23/09 s'w9 OF 9 L. ROWRTO LOWS P.E. 14V NOODFORD RD LEWISVXLE. NG 27M rCanlis lMbmalprmm SIGNED: 061=017 4/ i S ONAi1F?G` Luis R. Lomas P.E. FL No.: 62514 IE ' RegulationProfessional r SCIS Home I Log In I User Registration I Mot Topics I Submit surcharge I slats a Facts I Publications I FBC Staff I BCLS Site Map I Unks I Search I Florida a r Product Approval a USER: Public User t.t. Product Aooroval Menu > Ptpdutt or Aootltatlon Search > Application Ust > Application Detail 0 OFFICE OF THE FL # F1.9174-1112 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Maric_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Emall 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Ma rk_Ga ron@Overheaddoor. com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.15DF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eoulv W02017-001112 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Method 1 Option 0 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 It 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 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 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 II 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo signed.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odfImpactResistant: Yes Verifled 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 Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 If 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 iI 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 If 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 11 324620 P16 Jamb Connection Suoo sloned.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLOP-IDA 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 Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 *0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Supo sioned.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.S0/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 319040 Pi Post Istall Instructions sloned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 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 II 0237-31902S-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174,11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 if 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 It 324620 P16 Jamb Connection Suop sioned.odfImpactResistant: No 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 Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI I Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 lamb Connection Suoo sioned.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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 1& Max width. 10' Max height. Max section height 24". Glazing 0602 1 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +1S.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0603-319029-P6 S.odf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verifled 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 Part/: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24' Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0604-319030-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 PI Post Istall Instructions sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 I IS' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 It 0605-319031-PS S.odf FL9174 R12 It 307494 PIi Track Supplement Chart sioned.odf FL9174 R12 lI 324620 P161amb Connection Suoo sioned.odf 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 9174.17 I S120/SI40/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24' Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 iI 0606-319032-P7 S.odf FL9174 R12 It 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 lI 319040 PI Post Istall Instructions sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 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 It 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 It 319040 PI Post Istall Instructions sioned.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Other: Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 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 If 0608-319034-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 FL9174 R12 lI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 lamb Connection Suno sioned.odf 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 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 II 0607-319033-156 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sloned.odf Impact Resistant: No FL9174 R12 If 324620 P16 lamb Connection Suoo sipned.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Baclr rve t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. -Pursuant to Section 455.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: 0E-a® Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 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 I1111111/// OVA D. or, ENSF No. 46718 * * = h? STATE OF F OR10F1% Gam; S/ONA1 - 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. IL 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 518/17, 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 ANSUDASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 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 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 Psf 43.20 / 49.60 Psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-139 318960-P10 318996-136 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' 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 Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-126 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 16 —Doors under Evaluation ` `OON D' T QQ QCENSF yO v JNo.46718 .-yN . U Lzlz3<<-r Q, ' sTAre OF = 4!z 2 ,ZONAL 0 .` 1111IJI%0\\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 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 319027-125 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Q- Table I — Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174L19 FL 9174. 105,7 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 sf 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 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion 1111111111/ 0 i CENSF ••2j.9Ni No. 46718 STATE OF <(/ Z' FCORIOP'• •' (jam S/0NI \\A, aV1 t 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 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61GM-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, 4 L--Z4 Gordon Thomas, P.E. FL PE # 46718 NOTIM SCE U-sm NOTE ON SIM REVISIONS I. mom -IMPACT RE95TANC CLAIM WDOH - mW 2 FOR U-OAR INSTALLATION 4 MANCES TO GENERAL UNISON $0 GLAZING N MOLDED FRANCS SCREMLD 13 w HmE ANOLC f OR 1ORMAT AND CHANCEDTOGETHERLOTHAMINIMUMOF (6) 1110- SOREVIS DISTAILEU N TOP OR IHIERLEOWE SECDON GIRTH OR Y-lAR FASTENER TYPE AT END CAPS AND ATHIRST DECORAA VE INSERTS) MELTS UNTO N STATIC13 W MO AH4OLL BOTTOM REFAIMEL C. R1NIQ KWWCESIGIPRESSURESSHOWmTHISOAVOILO.AIDIO O,= AND AOOEDSHALLNAVEAMAMUMHEIGHTOF1173' AND A Lou `E'R 1>P11J1 MAC" LENCIX OF IS.TS. OLAZXC IS NOT IMPACT 16 w MINX RESISTANT AND DOES NOT MELT THE REQUIREMENTS FOR )RACKAF STI071THODmENnRwnON9UNG..8BmQ BLWIS eA-S IRoa m" PANT ro I. %rACT RESRTAWT OLJ4ZM OPTION - IMPACT Ow 3 AsRESISTANTCLAMSYSTEMMATBEINSTALLEDNTOP NIERMEOAIE SECTION (WM OR WTHOUT DECORATIVE SXDMN) 1l w OPERATOR STRE FACTOR! DLSEMS AD HE ED 10 CENTER OF TOP SECTON SLPERNPOSED CU2D1GSHALL DE 1/4• WARROLOH-ARc le w YN VERT 20 w ENp W RESS111F LOADS PO_ AGE EL1W. QA7GIO IaIALL HAVE A MAIMMI HEONT OF ISM' AND A MIA)MIUM LENGTH OF TRACK dnDNANDSO.W. GLAZING B DpACT RESISTANT AID 006 MRTWWmTHEREONEKMERSFDRWAD-BODff DEODS RFD:O6 s/1KA1DCDNITASEEJ- AOR DETAL E ON SHEET 2 FOR ASSEImLY DETALS.EOIIRW LOR GAZED SECTION REOu0E3 RONFORQMEIT eAAGRTs JNIB BRACOLT 1 ODOR 14DC S. ATTACKED To u-BAN m RIP ER NTEma IOR (SEE/O6 OCTAL 0 SKEET U w rSTXII SGRUED ro lD11m 1/4-20d/1r TRACKDITEOULRSIOFONAHDOIgHAIORSlitTOBEBOLTAND1/4-20 HEX IIPACT FACTORY NSTALIED. INSTALLER SHIALL FIELD INSTALL (1) RUT AT EA a JAMS CE ro DOOR. 1 MNYL OR NOON DOOR STOP HA'LLT A ILAAWY a e' GM 6/11/07 O.c MUST Ofi1LLAP TEN AND SIM ENDS OF PANELS MINIMUM 7Ar To MEET NEDAnvE PRESSURES. PT MmlFm JODULIRA00ISGH"LE FOR 4. YET LOOK SLIDE LOCKS, OR OPEUTOR RECURRED. FAT OPTION. ADDED L R 1S CA SwRW S. SECTION SHALL SE CONSTRUCTED WTN FOAMED N JAMB BRACKETS DETAL SKEET 2. GM 4/17/02 PUCE POLYIRETHANE FOAM INSULATION CHEMICALLYSCE SCNLLOULE FOR BONDED 1O 30 CAMOWN FACER STEEL AND A OIANITY, LOCATION. POLWA111NAIE BAOEIL OR 32 CA BACKER END AND TTVE PC ADDED IMPACT ANT GAADNG CAPTO HAVE A MID" I.1' DEPTH. AOOC) TEXAS LICENSE GORR 0 TITLE BLOCK. L THE DESIGN OF THE SUTORTNO STRUCTURAL KEY I= OR SIDC CIUMCED LONER NOIL INCREASED MAX 1mIMELEMENTSSHALLLBETHERESPONSOLITYOFTHEBOTHLNDSSSNOT PROMSSONAL OF RECORD FOR THE lUIONG OR REOOED Ulm OP NOR TO t-r. ADDED NON STRIUCn= AND N ACOORMNLE WN CURRENT BIADNC _SEE ROTE 41 SIDE LIFT AN PITCH CODES FOR THE L048 USTED m THIS DRAWNO. LOCK SH 1N FOR CRT7/22/0CLARIFY 7. DOOR JREF TO BE of DUDE SIlPRF1fffHT FOR No1F• (4) IKT.OM SKIDCONNECTIONSUPPLEMENTMCOLUMBER. REFER ro .MID mN CR UPDATED TITLE BLOLTf WCTU SHOFFATTACHMENTroSIDPORINOm1RUCNRE 22 FOR U-BAR LOCATIOe4 D CRT B/20/1O L UUVM OPT= - .04r ImiR01 LOUVERS N NOLDED ON DOORS WTH CINE R PIO EL31520 TIES AMFRAMESSCREY.ED TOGETHER WTH A 1mmUY 6 (a)SEE DD f. AND 641' SOREIIS INSTALLEDN THE BOTTOM SECTION. NOTES I ANDMM MILL. (S) CENTER HNCO PER JDDNT RAEmR NOTES LOUVERS ARE HOT BOAR RESISTANT AND DO HOT MEETT THIS SHEET FDA OPTLONS.12'-r. REOUREQUIREDON DOOR "OTWS OrATER THAN Esc S/23/a0t7 THEFCOUIROWN13FORVOID -BORNE CUM REGIONA 3) CDMTER WOES PER CUNT LOUVERED SECTION TIMES OPERATOR Silt ro SE FACTORY INSTALLED AT THE CENTFJRNE OF THE DOOR. IEW1R[ 9 DN DOOR WIDTHS LESS THAN m EQUAL TO W-W. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOORHEOORT LIN LOAD EACH JAMB 0-0Y6DTH Ir- 0' ALL 20.2-230.4 P- O' ALL 181 -201A IY- W ALL 4155.4 -1 10'- W ALL 412s.5 -144.0 AI1111111/)/ Q' : iv i No. M45 0•• STATE OF •: G S/ANAL D,dfibuwGlllL`E oNf aumN DNo ,40 11N4r1 IdN. 046 n R 7twa v K H»u N1NafaDHNL Doom SUL PwarO OILY' FOR 4GRG1Im O NomAD NKH6NRueTIRN VITALS JAMB BRACKET SCHEDULE N0. OF mim1AOtEiS COOTJAWTRACK NUCKETS YEASURD FROM BOTTOM TYPE OF TRACK ALL DISENSIONS?7 4 i O a 1 O 2s-1 a a 45-1 4 O fra jD0846FATa s e O a 1 O a 34 a 47-1 S DISr JRO.7s S e CAT a 1 JB71-3 4' a. 20-3 4• a 4f JB 57-1 4' a LIT sit NOTE BELOW rouLcU IG ONDNSIm DENOTES SLOTTED JAW BRACKET ATTACHED TO TRACK wiN 1/4-20A/16• TACK 6KLT AND NIT. FOLLbNNG O JMCN DEMOTES O ICK INSTALL JAYS BRACKET NSULLLO N WTTEWLY SLOT. NO ADDITIONAL HARDWARE H®6L 10 ATTACH TO TRACK. DOORS WTH UGH LIFT. ROOF NTOL AHD/OR ORATE3R THAN IT N HEIGHT REQUIRE USE OF OONTINYOUS WALL ANGLE SEE 9 PKDA04 TRACK CUM FOR DETALA STATIC PRfSS1OE RA,INGS APPADYED SIZES SCALE N.T.S. SIZE• A Wayne DESIGN +25.B0/- 2ABO MAX ODM 1r-0• DALE NAME EST (PSFk ,3885 -43. 20 MAX HEIGHT: r-e• wN 3/B/OB CRT 4 IMIDalton. IMPACT/CYCUc RATED (lES/NO): YES MAX SECTION HEIGHT, 21' 4/8/06 MRR GARAGE DOORS MODELS 5120/ 9100/9605 SHEET 1 OF 2 GVLSIOI or ONEUEAD DOOR COAF 3365AOGnNN DRIVE PENSACO K FLORIDA 3AN VANDLOAD SPECIFICATION OPTION CODE 0230 ORAVGNO PART N0. 318960 I REV. P10 p0 474- i60 U CA ADJUSTABLE TOP PLACE "AR OVER INTEGRAL RO 13 CA ADAWAS E ATTACH BOTTOM BRACiQT --- - - REMSIONS FD[IUII[ AttACHED m nM THE B) PRE TOP N(11WE m 90T1ON u-BAR nTn (Z) • PR PUtiCHED XaE3 " HOLES EACH END FACING UPWARD ,/h14il/•• SEV DIUWNO PI MAT AND CH GENERALFORMATANDCHANCED W BOTTaI 6 WM AND A77A01 MIN END CAP AT CJOIWin[ iAS1ENER lYK NM (2) 1/.-t.s5/•' EACH Do a1M ty f/hlnr/a• / AT END CAPS AND CRIIPTHE SCiETN1 SF1T WAlDl. a 1iPME SCIIg 1 l BOTTOM RETADFA FOR STANDARD TRACK AID (3) CHNCEO cuNIETI NWOE 1 .-f.z7/•' SERF' ODIRm CAL10E AND ADDED SGREW6 FOR IDH a `. • 2 OF VIDOW aAH SHIMHEADSREuunATo :n ( THE IMPACT BOTTOM BRAd(ETAREIJSEASSNOM1). DDH11FIunW IEMDD DETAIL A LOW HEADROOM TRACK STAMPEED NUMBOMERPAINT70STAMPEDI. DETAIL A CRT 3/111/06 PS ADDED SUPERIMPOSED IS CA ROLLER AIDE ATTACHED TD LIND ONLY ON IWACT DEPON PRESSURE LOADS PRE-!UNW(D HOLES W 10P OF U-BAR U-M OVER BHIEONAL UDB WITH GLAZED SECDOM - 11 ON SUPPORTINGSi1NCNREAND WiEVWOMIOIL IN SL [ M fNSNRE FAOTHENO)OFUPV AMDmA'R TIHRU Ulm BRAD NRET A (S) SECTION DOORS CLARIFIED NUMBERCENTERFASTENERSAltoCEINI01 PROPER AUO•EM47ROMMSCAP ELFoT EACHENDLLING WTH 2 1 h1.A7/0• 5WITH13E OEIWUC NA7/B' 1 BD 161•USARa W. HINNARR p11 AQUIREDOM Td 0i16. f0 CA HINGE ATTAEX TTION, U-BAR PLACED OVER TO COMPCRE scrum (1 1 LOCATED OM 5/1O/OB HIB ON THE BOTTOM SECTION SMALL O<r THROUGH BOLA INTEGRAL JOBS ASNTH(0 1/1-lIdE ATTACHED INRU 00 CAP AT EACH BRADRT AND U-BAR) • 9mWM ADDED I PACTtRTW1IIEsDWEWaDDMrtN (t1' ,/ Lw Sw ONLUNG m DOORAATTTAMCKED) fACtORCRIMMITE Sd I• LDFAim ON THE DETAIL C (A) smooN OOD(s ADDED MODEL R10M BOTTOM FLANGE OF THE U-SAR NM (S) r. IB CA ODI IED NOTE 1 mNOR• DUE m CLEARANCES REOVINED 10 RD K9 U-AWLS ATE THAT LDUWERS 1' NTLOI SIOU6AINSTALL SGE1S AT ME EMS OF 11Q 1 1 ht.[7 SELF DIRWN0 CIOIIPITTE LOCATED OVER AM INTEGRAL ROu NDµTYPACT ROLLER NM U-BARS, ALL UI-BARS SMALL BE (() //BB'' INSTALLED M SECTIONS PRIOR TD SCEY AT Ha21nA WE of 00CH T.. hl/2• STEM DETAIL R INSTALLING ROLLER SIDM AND TOP .F-S1RUr Y CPERAIOR BRACML sNOT01 GET •/R/07 FO(nIE ON THE U-BAITS. SEE BO1tL ,FSDB11 A SCREW ONLY REOUIREO ATTACHMENT NOTES ON THIS S1 L jNS F 1 GAMED SEMIOMS SEE NOTE 7 YDBFED JAMB TRACKER RD®I t i0RLMR 1. CA NWE ATTACKED OVER • . FOA7ACKWRCMAL . SAME 2. c K IBB MO ATTACK NTH (R) 1/h206/B'1) 1/ /R• / • CRE 1/17/E CRIYPDTE snEra (1 Oiili TXRU NOW AE FACTOR! WNDIEp HOLES DDT PR AEON IMPACT ARE F1CLD RLSTALLFD D7TD EACHIINIDOIFDUIE RINSE AODEDAR1EY.lSIEYAS ll[tMfSE LOP IEAi. AND 1 G' TION (1 TOIU RANGE NWIBDI m TITLE BLOCL ALLED I CHANGED LOUVER K 11-BAR AI(D BD71D11 ISMUCH nrmDRMG ED HOE TRUE LEAF AND 1 T1001 w MAX NDGN ITMOOFU-SAR AND W U ' • / TO W-••. LADED HIGHINTEGRAL1® OF SECIIM) LFF AND ROOF PITCH OTLDETAILCCRAW22/ DIRT 7/I?/0• 12 CA BOTTOM BRACKET PR UPDATED TITLE ROC( FACTORY ATTACH NM CRT B/"/10 S 1 TI NAS/•' ° PLACE U-BAR o1Tn tHTErnAt RD Y1TH DETAIL F NOUN DOWN m CLEAR BOTTOM 1 BA .1TAdMtuT xefls PIO W1526 BRACM AND ATTACH MIN CND CAP 1. ALL U-BARS SMALL BE PLACED OVER W 1EWAL MW AND Al fACI END N1M ((1) 1/4-tV ATTACHED THIN PE-KINCHED HOLES NM (2) 1//-IW/Ct1SFIfOMDIDCnPTIIES`G1E AS• GDIFIITE SCREWS AT EACH DnEIMPIATE HINGE LOCATION. (2) FOR IMPACT RE55TANCE, SHIOWBM ANTI WE fl) 1/1-11a7/B' SELF 1/4-147/Y SELF OMIR C COMPOTE SCREWS AT [AEI END BOTTOM BRACKET MUST BE OAWNC CAIYPII SCRIM ACROSS 111E SQLNED m THE BOTTOM . • BOTTOM of 71E BOTTOM V-BAR AT CAP (ExcEli •OM u-BARS M BOTTOM SECTIM -SEC U-BM NM EACH PRE -PUNCHED MILE AT [VERY DETAL B AID D THIS 9 T1. ( ,/hllai/B' C@IP111E 1 {-11 11 w $GRENSDETAIL D WINCE LOCATION USE (1) 1/h2A0/B• SCIEl6 APPROOIAIGY IRO VAT LMIWEd END CO OOCI Ulm L7•MO11TE SCREW AT ALL OMEA INWOIEWATE HINE LOCATOL AID (1) 1//-116/B• SEE IMPACT BOTTOM BRACKET PE-PUNCm HOLE LOCATIONL CGMPTITE SCREW APMOmMATRr IY FROM EACH VID, FOR DUAL THIS SHEET. DOOR WOMB GREATER THAN IY-CF. 1NERE MALL BE A TOTS of (20) SCREEB AITADRWO EACH U-BM OfCEPi BOLA U-BARS M BOTTOM SECTION STOW HAVE A TOTAL OF (10) SCEM EARL FOR DOOR VDINS LESS DWN OR EQUAL 70 R•W,T7 4 IIHN STAINLESS 11'd. THERE SMALL Or ,OTAL a (IR) SCEWS ATTADIWC 1; MAINLE K)aBACCED SMALL wAAL BOTH s[cIQ7 L A D-I)r D,G MAX NOUWIER DECORATIVE K ' / _ 2. uM THE DL TION or THE (B) PRE -PUNNED Halt G 0 • THE TOP OF EACH END USED FOR ATTACa1d1 Or THE RO UH POLYCMBDUAIE SyM AM THE (• P11E-PUNCHEDPUNCHED NOLES IN THE BOTTOM OFf\Q.• LICEAIBLC `••; i/ ,/B' BEAD CE I \ CAM 00 USED A THE AITAMMEW OF THE IOP FONE ULTRAOAIE I . AND UNLESS NOTED OTWERMSE ON THIS S'EORCATM NO. 778E5 K I ORAVOG. ALL PRE-NNOOD NOTES W ALL U-BARS SMALL BE SEALANT M ( ATTACED m THE DOOR WARM 1//-H/d/r OVYnTE SOEYS. COMA 1 19 CA U -SARS SMALL BE STAMPED '.0 APPRO IMATELY W FROM EACH END, 1%0'••. STATE OF ((/-Z TAU= STEtL H H ORIOF• ' [7 \ \ I H I STATC PRESSIRC RATINGS APPROVED 92E5 SCALE M.T.S. SRE: A s •••"" ` 'II, Wayne MEIN (PSF7U +2580 -2aeo MAX N1DM TB'-0' DATE NAME 1/I/11111T1 ®Dalton. LEST ( +30.03 -IS20 TAX NIGHT. M. ICX 3 NOB CRT IMPACT R. CR(YES/NOk YES MAx SECTIHHE1ONi1: E'CMON 21' ED 4/a IRB HWA' W a NmunA Us UIGN-SIRucTMRAI GARAGE DOORS 4111 0 MOUNRCV 1110 ECORADVE DIM / MODELS 5120/9100/9605 M' 2 OF 2 R R 7110 f7 IS 117MRR OHIOWINDOW 110Y ' ' OVUTCI OF OI AD 000R DRAVINC PART No. OREV. Rm/ asDML BmWmWT: SEAL HR701D® ONLYFOR PENSACMA r11DDISON w®ADIM VANDLOADSPECIFICATION OPTION CODE 0230 318960 P10 VOIIICAIIOH a WNCWRA• C gn* 7e aW OL1,4A q -••00 8 13 GA MII1 CONTINUOI WALL ANG PLICE PLATE LOCATION e SEE SCHEDULE 11 GA MIN 14" CLIP SEE MAX SCHEDULE 13 MIN NUOUSCONTINUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS- 12" MAX SEE CLIP DETAIL 11 GA MIN r' CLIP SEE SCHEDULE- 12" % MAX LIP LOCATIONS RSW 0.28" MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN T I` CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR tlllrrrr// WELDED. SEE DETAILS tAE J KTHISPAGE. p,.•• •• ••.Onn L1c"'94P., •;r2 NO. 77945 : Z O7< rATCOFORIDA••.•' \ fIWAY1Q 1 N/ybllLl, rI/ An M 1W COIAXIYRU1X0" 1XIFC 0. PC77M3 i1X K 11 11TM0PROi MO" DIGNQR'D TEAL PROVDED MLY FDII fZ1 wwrATIBHXD' TRACK 3) 1 /4"-20 TRACK DR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK o 1 i i 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE o 1) 1/4"-20 TRACK LTRACK ORCARRIAGEBOLT WITH 1/4"-20 NUT TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX ORi WIDTMAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REaA 12Men. DIRE 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 REVISIONS 7RAE4l1PS- TEXAS WALL ANCLE 12 FOOT LPOATED Bpi 8/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 4& OD/—SZ00 PSF FOR DOOR VADTNS CHANCED ' TEXAS WALL TILE' TO 'CONTINUOUS ALL ANCLE*. ADDED SUBSTRATE MOUNONG DrIAIL CHANGED TO TTTEM HD ANCHORS GRT 4/2/07 4 CHANCiD FORMAT. ADDED MODELS 9800 D 8024 WITH OVERLAY TO TRACK SCHEDULE. E. CRT 8/21/07 b UPDATED MODELS LISTED IM CHARTS UPDATED SPLICE A CUP UPDATE MOUNTING DETAIL DRAWINGS WT 1D/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE Xt$ CLIP (REPLACED WITH / B ACROSS THE D4/ 11/08 O' ANDED 1-1/2• TO 18• DOOR THICKNESS TT UP TO 14' HICH. I UPDATED TITLE Z D/ 2/10 UPDATED TITLE X. REMOVED CHART. 11/ 15/13 UPDATED TITLE SHEET 1 OF 2 DRAVANG PART NO. REV. 307494 P11 2 3/4" t1' EDGE DIST E60XX MIN. 118 2-2, 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8' WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL k8juslWol u 0 1 p- DWAYNE A 1KGRUSH, PE 4SNS LWIUNTY ROAD DPD wutn hwE. DMD Il PE 771143 TX PE 1175/S PROFMOma mol""2 I'S SEAL I N IMDEO D1LY IM EIW CATHDN OF WUDLDAD CONSDIW.'IM DETAILS. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8'" SIMPSON TITEN HD, 2-3/4' MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 11111111it, ' P NE •! Kph' Qv • ' VICEAIS&•. No. 77945 S T '•• STATE OF 4-7 S1S •. ORIDP•.•'G TONALWayne lElllt` Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN('SA) 4 9890 1 REVISIONS CK- CLIPS-TEXAS 1 ANGLE 12 FOOT IATED 1 8/11/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO i. 00/-5200 PSF FOR DOOR WIDTHS UIGED - TEXAS WALL D, E' TO 100NTLWOUS 1 ANGLE". ADDED ISTRATE MOUNTMG AL, C HANDm TO x HO ANCHORS 4/ 2/07 CHANGED FORMAT. IED MODELS 98DO 1 8024 WITH OVERLAY TRACK CUP DEDULL 8/ 21/07 UPDA7M MODELS IED IN CHARTS HATED SPUCE k CUP 9/ 06/07 UPDATE MOUNTING AIL DRAWWCS, 1o/ Ds/o7 UPDATED CHARTS 70 AIFATE THE USE OF X# 9 A RE%O JPDATED STEEL NTNG DETAIL 04/ 11/08 DWANDED 1-1/2' TO 6' DOOR THICKNESS RT LIP 10 14' MILL 12, AI/O8 ADDED MODEL 8700. ATED TITLE BLOCK 6/ 2/10 UPDATED TITLE x REMOVED CHART. 11/ 15/13 UPDATED TITLE x 6/ 15/17 SHEET 2 Of 2 DRAVANG PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 339S ADDISON DRIVE PENSAOOLA. FLORIDA 32514 850) 474-9890 Jlll))<<// ArAE J Ko''. o P. • • \.AcEnrSF No. 77945 0 *_ STATE OF s • c<ORIDP,.•• :\T ONAL ENG`• LOMNUY 2a5 WAR{ A KORMIH. PE N13» COUU WAD 140 MOMT HOPL OLD R PC 779I3 TX K 117WI I' MCI9OIAL EX NEEIYS SEAL PROVCm ONLY FOL vVwVATIOJ O 111/DLO ` 001S7 nWl ORARS SEE PETALS 1, 2, AND 3 REQUIRED FOR VERTICAL 1 POST RELNFORCIMO 8• MA Q H= LOCK 2- 3/4' J 2) 3/8• SIMPSON TITD1 NO SCREW ANCHOR WITH A 1 t 4- WASHER AND A MINIMUM EIBEDMIXT DEPTH OF 2- 3/4• AND A MINIMUM EDGE DISTANCE Of 2-3/4'. OCIAR 1 MiNIIILM 7500 Ps CONCHETT MQJLL MAXIMUM DESIGN LOAD CAPACITY OF 2083 LOS DOOR WIDTN N P01E rWNEADER LDOt ACXET4• J 4) 3/B' SIMPSON 71TD7 NO SCREW ANCHOR WITH A 1-1 4' WASHER AND AMINIMUMEMBEDMENTDEPTHOf2- 3/4• AND A MINIMUM EDGE DISTANCE OF 4. OETdIL2 YINIIl1N MOO PSI p10iR FlI I CIl f]111 NOIF• MA)011UM DESIGN LOAD CAPACITY OF 240D LBS MDIwm SFRNPINY 4 LOCK LUMBER 4' 1' I —\ I DIA. LAO SCREWS WITH 1-1 4' O.D. WASHERS. LAC SHALL HAVE A MINIMUM PENETRATION W 1- 9 WTD THE MAIN RT MEMBER. DETd0.. 1 YA70 GN LOAD CAPACITY OF 2430 L8S SHEET 1 OF 2 aNrnrm P17 UPDATED TITLE BLOCK ESC 6/13/17 JAMB CONNECTION SUPPLEMENT DRAWING PART ND. I REV 324620 fP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9880 By 234' 1LL MIN EDGE INS F 3/8' 9MPs0N TITEH HD. 2-3/4' MDR EMBED. WN 8• BETWEEN JAMB BRACKET LOCATDN JAMB BRACKET 4-20N/18• RAQC BOLT AND 1/4-20 NDI H TRAL7f INRccY rn4rROTo MouNnuc enul 3 KORN''', No.77945 W STAB OF ZW WAVAE 1 NOM91, PC Am cww" ROAD 1 W ' own RE. DIRD FL PL 771145 TX PE 11702 PAWMDRAL 04W ER'S SEAL PROVB D CWY FOI YMCATXW OF OMDAD DilI5 NM7M WTARS MIN 2 a 4 SPF (0.0.42) OR BETTER WALL SND HM MAX ALLOWABLE FASTENER LOAD MAY DICEED INE DESIGN LOAD OF 7HE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE INC SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ------ 5/I9' LAD SCRDORM I WITH 1—B/3(2' EY//BF))D N CENTER OF SWD CHJAMBBRAl3cETLOCA.ON JAMB BRACKET 2"/18' TTRR.0 BOLT AND 1/4-2D HEX N TRACK eV1r1:T 1cc Nn N71NY IKTLI MAX 420 LAS PER IR FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS 1 P17 UPDATED TITLE BLOCK ESC 5/15/17 j DRAWING PART NO. REV. 324620 P16 I 1 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I l jl' ®Product Approval 490— , USER: Public User L-d _-m Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL19715-R3 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 Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung BCIS Site Map I Links I Sear. 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 Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 • ` ' ' ' 4 Sections from the Code https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGo1vg%3d%3d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 1971S.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 II SWD002 SS 2017-06-1S.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation instructions FL19715 R3 II SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SW Oil SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes BMk S NftV The State of Florida is an AA/EEO employer. Convrioht 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 wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: ETKIW PER M Credit Card Safe https://floridabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH AN040A LOCATION SNOW". THE NUMBER OF INSTALLATION ANCHORS DEPICTED 6 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOUEMNCE OF 11/2 INCH THE DEPICTED LOCATION a SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AN04ORTo THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM($). MAXIMUM ALLOWABLE$HIM STALE TO BE MR INCH. SHIM WHERE SPACE OF 2/16INCH OR GREATER OCCURS, SIRM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FUMING USE RR WOOD SCREWS OR I7 GAUGE ROOFING NAILS OR IDe COMMON NAILS OF3V—FWNT LENGTH TO A00EVE 1• INCH MINIMUM EMBEDMENT INTO W000 SUBSTRATE. INSTALLATION SHAD MAINTAIN MIK Wr EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE FB SFLFTAPPINGSINEWS, IF SUFFICIENT LENGTH TO ACHIEVE A MINIMUMOF3 H N N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3jr EDGE 00TANCL THROUGH FRAME INSTALLATIOPk FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2WCN MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH III BUCK TO CONCRETIE/MASONAY, OR DIRECTLY INTO CONCRETE/MASONRY, LOSE 3 61NCH DIAMETER ITV TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13//- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 rhRIADSVPENETRATION BEYOND METAL WALL. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINLSHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRIO( VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RUDE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING FOR HOLLOW BLOCK AND GROUT FILLED BLOCIL 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. IOU DISTANCE 6 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FAQ SHELL OF BLOCK. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANOANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TW W THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERON ME BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. L CONCRETE •MMIMUM COMPRESMI SIRENGTH OF 3000 PSL C. GROUT -FILLED CMU• UNIT STRENGTH CONFORMS TO ASTM C-90 WIN MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CO.NFORN6 TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOWSLOCKCMU.UNITSTRENGTHCONFORMSTOASTMC•9OWITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. f. STEEL. MINIMUM YIELD STRENGTH Of 33 XS1. MINIMUM WALL THICKNESS OF 47.8 MIL (0.047r Hx 13 GAUGE). MIN. 1/2- EDGE DISTANCE. F. ALUMINUM . MINIMUM ALLOY 6063-M MINIMUM WALL THICKNESS OF 1/16-. MIN.1/2- EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON —IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBCL EXCLUDING WAQ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMRIWDMA/CSA 101/LS.2/A"048/IS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRUE/MASONRY, 2X FMMWr, AND METAL FUMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT IDADS TO THE FOUNDATION 6 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX SUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIK REFERTO SHEET 6 FDA FURTHER DETAILS OF BUCK INSTALLATION. THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4MQ AREAS IN MVMZ MEAT, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIMU-0ADE REA OR AN). s. APPROVED IMPACT PROTECTIVE SYSTEM S REQUMD ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTMCL 6, WINDOW FRAME MATERIAL: PVC 7. IN AOCORDANQ WITIH THE 6TH EDITION IBC, WOOD COMPONENTS SHALL NAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING OETARS TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION A 6ENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL a HORIZONTAL SECTIONS (NAIL FE* s vERTic& a NoRTLONTAL SECTIONS MODU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION. a GLAZING DETAIL MAX OVERALL SIZE DESIGN PRESSURE ALISSI, 1: EMPACTRATIN6 WIDTHHET6MT36. B4- O/X 35 / -35 PSF NON LIAPACT 3r 66- O/X 50 / -50 PSF NON IAWACT 3B' P71r- O/ X 50 / •50 PSF NON IMPACT 36- O/X 35 /.35 PSF NON 7AWACT 44- O/X 50 / -50 PSF NON IMPACT 4r O/X 35/-35PSF NON UPACT 4r OAK d0 / •20PSF NON UPACT sr O/X 23 / .25 PSF NON IMPACT 36- 63.7T OM (ORIEL) 35 / -33 PSF NON WYACT 4r 96- O/X (0111W 20 / -20 PSF NON IMPACT 7r 6r O/X-0/X 35 / -35 PSF NON IMPACT 7r w O/XO/X 35/-35PSF NONUVACf 76- 6r O/XO/X 50 / •50 PSF NON IMPACT 76- 7r O/XO/X 50 / -50 PSF NON IMPACT 76- 7T O/X-O/X 25 / 251SF NON IMPACT w 74. O/XO/X 35 / -35 PSF NON IMPACT 9a- 74' O/X.O/X 30 / •30 PSF NON TM ACT 106- 6r O/x /X-O/X 501.50PSF NONUPACT Noe- 72' O/XO/X-O/X 50/-50 PSF NON IAWACT HOD- B4- O/XO/XO/X M / 25 PSF NON UWACr D191HFY HBA 6Iy HLIm F. Nowco, PAL Remus I m" FI.#: FL19715 DoW.2017JX6.E3 f6:1198 O O0 rSilverline b- Mdersm IN711 u+o w/. e o s CKLavcft" Ulm THtl1 mcK.NFHIHor FN EIL'1-Allom G LEI11 f ITLL` D002 OF 6 MAX HEIG MAX FRAM HEIGHT 91 MAX FRAME WIDTH 4W ELEVATION SINGLE HUNG'Anmww MAX FRAME WIDTH%• 8 e • s f pc 4 7 c 4 FRAME HT 74• A D 4 s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH T0P C0MGURATIONS FM AU nft.4 2 RATINGS. SWGUF UNRCONfIGURAT10N5 MAX FRAM HEIGHT 9d MAX FRAME WIDTH 48• ELEVATION SINGLE HUNG OIUElwwoow MAX. FRAME WIDTH 108' QUALIFIED CONFIGURATIONS + ARCH TOP CDNnGUPAn0NS FOR AU. "N-AM RATINGS. TWIN Umn CONKURAT)" F 5 C 4 MAX FRAME HEIGHT 84• F_ Loll PP 4 s ELEVATION TRW U SINGLE HUNG Ww0OW SilverLine i OBE MVOL?t WdW Nol ArlounR W om h I oN- Iu=I Z 002 OF 6 2'MAX. 11 •MAX FROM O.C. CORNERS Ir MAX O.C. r MAX FmR c N o R E Lw1 r MAXFROM 41/r MAX CORNERS r O.C. 4 1/r O. I 4 MAX n etFROM THFAD, 1.,U Me w+ CORNERS ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW W MAX FROM O MAX CORNERS O.C. 6' MAX fI{ CORNERS to- MAX. O. C. L 6• MAX FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 4 6• FROM CORNERS i__ 4 1/2' MAX. O. 0 ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW r MAX FROM - fir MLAX CORNERS O.C. 1^ MAX fROM CORNERS ENO 6' MAX FROM I I O. C.12 3 MAX CORNERS L r--r I! g lH 161) E -° OAX ANCHORLAYOUT Wa FIN - TRIPLE SINGLE HUNG WINDOW r MAX. O. C. C, 1 70: i ANCHOR STRAP FROM P/N 50-2"5.2 CORNERS SEESHEET5FORDETAILSANCHOR LAYOUT THROUGH FRAME. TWIN SINGLE HUNG W WDOW ANCHOR STRAP P/ N 50-2"5.2 SEE SHEET 5 FOR DETAILS ANCHORLAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine n rsw 9741 eev• seee\ am ILKYY4 aam h= m IIe1M Wux W Q mt w fr+t).atmo t; e 3 Zn g h O+ j W 2 m 1 p , c.. wmp2 & W A i Ia 2: p m J O G O Lu p F p v V6 t1: SW0002 1EM 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/Y MIN EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS e 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B• MIN. tt8 WOOD SCREW EDGE DIST. INSTALLATION ANCHOR ""' ""' EXTERIOR FITQSH BY OTHERS PERIMETER / \ V4• MAX. SHIM SPACE SEALANT if A. BY OTHERS 1 HEI6MT EXTERIOR \ INTERIOR 1 SEE 6"21N6 DETAIL, SHEET 6 VERTICAL SECTION 4 HEAD -ZXWOOD BUCK NAIL FIN SEE 6LAZD46 DETAIL, SHEET 6 EXTERIOR INTERIOR OA UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 08 WOOD SCREW INSTALLATION ANCHOR 3/r WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET FO CONNECTION DETAILS a .• CAULK BETWEEN a CONCRETE/ MASONRY DNCRETE/ MASONRY a ZX BY OTHERS WOOD BUCK BY OTHERS 1 , MIN. EMBEDMENT VERTICAL SECTION 4 SILL -2XWOOD SUCK NAIL RN 1/4• MAX MIN. 3/B• EDGE DISTANCE SHIM SPACE 1. SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MM 3 THREAD5 SEE 6LA2 D PENETRATION BEYOND DETAI SHEET6 METAL STRUCTURE INTERIOR F8 GA. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS CIA. UNIT WIDTH C HORIZONTAL SECTION 4 )AM • METAL STUD NAIL RN Silverline word uw.wtti w opor n. (srl,.r-i000 Z^xg 8 N 22 w W X a 34 m o. n v C Z 0 c4 H v o w iE TmH m2 aNIy1L ( H is z 0 V6 #: SW0002 IEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR? CONCRETE/ MASONRY BY OTHERS + CAULK BETWEEN • CONCRETE/MASONRY . BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. EXTERIOR UNIT i HEIGHT SEE GLAZING DETAIL, SHEET 6 3/4' MIN. EDGE DISTANCE 'i 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR 1/4• MAX. CONNECTION DETAILS SHIM SPACE a ' SASH REINFORCING SEE SHEET 6 FOR REQA)DIEMEMS SET 6LAZ1TV6 11/r MIN. DETAIL SHEET 6 EMBEDMENT - D.TTERIOR 1/4• MAX SHIM SPACE h 1 INTERIOR E VERTICAL SECTION 5 HEAD -UWOOD BUCK THROUGHFRAME SEE 61AZIN6 DETAIL. SHEET 6 EXTERIOR 114nRIOR 1 ANCHOR STRAP. AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O.A PLAN VIEW -ANCHOR STRAP UNIT P/N 50.2995-2)' DETAX AT HEIGHT RI6F;T FOR INSTALL REQ. PERIMETER SEALANT BY OTHERS n _ 1/4• MAX F SHIM SPA 1 EXTERIOR FINISH BY OTHERS a 1 1/1• MIN. EMBEDMENT PRECAST SILL n BY OTHERS '. 3/16'ITW TAPCON e INSTALLATION ANCHOR a 1'3/4- MIW EDGE DISTANCE p1 VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2'EDGE DISTANCE 410 6R. 5 5EL.F-TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR ` PERIMETERi SEALANT By OTHERS w O.A. UNIT WIDTH F HORIZONTAL SECTION 5 LAMB- METAL TUBE/STUD OR APPROVED MULLION THROUGHFRRME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO 4 0000 4.0000FRAME, HOLES PROVIDED TO ACCOMODATE 014 DIA. 2 0000 2. 70.5 0.0620 0 LKKZ)3.0000(2)6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 5062995-21 OPENIN6. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCON.S PER STRAP, MIN. 1-1/4* EMBEDMENT, MIN, 1-3/4• EDGE DISTANCE. S. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN.1' EDGE DISTANCE. SilverLine I" /E1nEkmCf1 w ueer4.eee e. r4oanHa.rnmrtaraccto nwuxo woisoen ( M)4A-" z„ Gv G y W <h m jr.m F W m G ` nS i4]b C LuAQ c . e N z ]tX iZ v= NZ cV6 #: SW0002 tEET: 5 OF 6 Silverline NOTE: kAndersen ALL CONFIGURATIONS SHALL COMPLY WITHH SAFETY GLAZING REQUIREMENTS 11OUTLINEDINCURRENTF8CANDASTME1300 . GLASS LOAD RESISTANCE. 97 s o r• . • . INTERIOR of aavtaaY yM ae.wuLwaw wr an amwoo 5/8.01. IG. 6CA55 d INTERIOR ' rg ro ` EXTERIOR i \ INTERIOR y i; W d SMALL' FRAME 'LARGE' FRAME I D ` MIN. GLASS a m ook REINFORCING EXTERIOR REINFORCING 1 SITE Ur 4, m _ SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS 1/8• SETTING BLOCK w a VERTICAL SECTION — M CH-\ HORIZONTAL SECTION MEETWGSTRE eINTERMEMT1FRAMEMUWONGLAZINGDETAILIco 0 V) 0I - AWMIIIUM SASH REINFORCING 4 ZS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE u 48 X 72, (O/X), DESIGN PRESSURE •/- 35 P5F ADJUSTED TO MAINTAIN 1• MIN. CENTER TO CENTER H36X $4, (O/X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. C38X74, (O/X), DESIGN PRESSURE •/• 50 PSF SPACING SPECIFIED 7S NOT EXCEEDED, 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH W M FACE OF THE BLOCK Lu G o • 72 X $4, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF w 76 X 72, (O/X-OM. DESIGN PRESSURE •/_ 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1/4• ITW TAPCON ANCHOR o 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 4• FROM CORNEAS 16• MAX O.C. THEREAFTER or 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT J C - STEEL INTERMEDIATE FRAME'LARGE' REINFOacaNG WINDOW FRAME. a BY OTHERS C _ 6 •: IS NOT REQUIRED FOR THE fOLLOW1N6 S1ZE/RATINGS 11/4' MM EMBEDMENT _ s76X62, (O/X-O/X). DESIGN PRESSURE -/- 35 PSF I U2' MIIN EDGE DISTANCE r MIN. EDGE ' o, ••• O os STEEL INTERMEDIATE FRAME'SMALL' AEINFORCD46 015TANCE —il1l CONCRETE/ MASONRY BY OTHERS uuntN x r IS NOT REQUIRED FOR THE FOLLOWING S=E/RATINGS: e 76 X 62, (O/X-Onq, DESIGN PRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL m m z N Z Y U. < ~ 0 DWG tt: 6 OF A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. 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' ES F• O O 7 - v Hermesl!Mil o P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(d) 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`h 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 6eh Edition Florida Building Code, excludine 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 6th Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\) BUILDING DROPS FL#: FL19715 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: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A 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. f c = 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. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 i Business & Professional Regulation BCts Home I Log In I user Registration I Hot Topics Submit Surcharge Stats R Facts Publications MC Staff BCIS Site Map Unks Search Florida cb ProductApproval USER, Public User I ritlnJiSl Product Aocroval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-RS SEC ARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/ Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng. zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie.com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa the Evaluation Report Florida Ucense PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. 41 Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13192 R5 Eauiv RI0-2692E-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 It CemPlank-Installation. odf FL13192 R5 It ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS It NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- 0406.06 13192.3 1 HardleShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS If ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS It ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS 1I HardiePlank-Installation.odf FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192. RS II HardieShinale-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shinale Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 I HardleShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS II ER RIO-2685-17 Shinale Wood Metal Frame.odf FL13192 RS It ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 11 HardieShinale-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shinale Wood Metal Frame.odf FL13192 RS AE ER Plank17 Created by Independent Third7Party: YesShingle to CMU.Ddf 13192.5 Prevail Lap Siding Flber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.odfDesignPressure: N/A Other: For use in HVHZ Install in accordance with NOA 17- FL13192 R5 ii Prevail-Lao-Siding--Installation.odf 0406.06 VeriFled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Bacic Next Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: SSO-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 &-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 SS0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalis 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 dldc b=. Product Approval Accepts: 1 e h— Credit Card Safe Florida Product Approval PrevailTm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAILLapMULTIFAMILY SIDING PRODUCTS Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store Flat and keep dry and covered prior to installation. P Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks onfCarry edge. P 9 • Protect edges and comers from breakage. The manufacturer is not responsible for damage caused by 0UiD0o 1. Position cuffing elation so that wind iv0 tltow dust away from user and others In waling area. 2. Use one of Me ragoving meows: a. Sell: i. scone and snap U. Shears (manual, electric or pneumatic) b. Seller: I. Dust reducing duo& saw equl ed wdh a Gcood: 1.D reduuci"'gdrdra ar wwitha i ftlad 'ode only use for low to moderateartling) RS 1. Cut only using soon and snap, at shears (manual, electric or pneumatic). 1. Cu only 2 Position cutting stellon in well-verl8ated area NEVER use a power saw indoors NEVER use a dralar saw blade gat does not ccararryry the Hard eblade saw blade trademark NEVER dry sweep- Use wet suppression orHEPAVacuum improper storage and handling of theg product, Imporlant Note: Fa maximum protection (owed respirable dust production), the Manufacturer recommends always using'Besr4evd cutting methods where feasible. NIOSHa d ° can " In °"'1V1d10"'"ig' above wig practices to fuller reduce dust exposures. Additional exposure information is available d www.prevagsidmg wrn to help you determine the most appropriate twilling method for your Job requdremenis. If eoneem still exists about exposure levels or you do not comply with the above practices, you should aMays consult a qualified Industrial hygienist or contact the Manufacturer for further hdormadon. souuxm GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing`. Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulationlsheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary 9 power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Instal Preval"' products with a minimum 6e clearance to the finished grade on the exterior of the building or in accordance with local building codes d greater than 6' is required (rig. 3). Maintain a 1e - 2° clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114' clearance between PrevailTu products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1 e gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.8). 9 Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -In bracing Adjacent finished grade must slope away from the building in accordance with local aywod or 24' o.c. max. building codes - typically a minimum of 6' In the first 10'. Ose sheathing Do not Install Prevail"' products, such that they may remain in contact with standing water. PrevalT" lap siding must be installed on vertical wall applications only. DO NOT use stain on PfevailT" products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHaidie.com.. INSTALLATION: JOINT TREATMENT Required for Factory Built ColorRntsh, Recommended for Primed pmdwQ It is not recommended to use caulk at field butt joints. Figure 2 water -resistive baffler Joint flashing•• 3 from o e e water -resistive plank edge o0 o barrier install planice In ° o .°e moderate contact ° o 0 o fastener o 0 o Install a 1 114' starter strip to ensure a consistent plank angle Install factory finished edges together at butt joints. leave appropriate gap between planks and trim, then caulk ' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which Is known to the State of California to cause cancer and Is considered by IARC end NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable "' dust can also cause a dlsebling and potengalty fatal lung disease called sllioosls end has been linked with other diseases. Some sWdles su8gest smoking may increase Uuese risks. During installation a handling: (1) work N outdoor areas with ample venkite (2) use fiber cement sheers for cowing cur, where not feasible, use a Hardiebfade' saw blade and dust redudrg dueler sew atadued to a HEPA vawum; (3) warn others kn the immediate area; (4)wear -property-titled, NIOSH approved dust mask or respkalor (ell. N•95) In aceoMance wllh appilcebb govemmenl regulations arsd manufacturer Instruclbns to further Ilmlt respirable sM exposures. During dearwp, use HEPAvacuums oncost deanupmethods -never dry sweep. Far turiher infaffnalbn, refer to our Installation Instrucilons and Material Sefaty Date Sheet available at www.prevaflsiding corn cur by alilng 1•al7.23&7526. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AN0 INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmm PR1007-151/4 7110 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"" products surfaces, flashing and counterflashing requirements for clearance between the PrevailTM products and - aM deoking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure sg manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the stud water roofing and the bottom edge of the a' bander_ 1 Figure a e1d1ng n I raslswe ea e siding and trim. Figure 6 Maintain a 114" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4- gap Caulk gestdng vantageTM tap siding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" dedc r 1 1--2- Ftgure 9 KICKOUT FLASHING suo /X Because of the volume of water that can pour m,d,,,o down a sloped roof, one of the most critical flashing details occurs where a roof intersects adne J a sidewall. The roof must be flashed with eavesmemd"9ane step flashing. Where the roof terminates, ladMA ft%Nrq install a kickout to deflect water away from odpwp the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a Nickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" ---- O.C. max. Aanle 24" Figure 10 Figure 11 1 114' min. O.C. max. overlap wateMinimum overlap I 0 for Both Face I c and Blind Nailing blind nail 3/ 4--1-° min. 1 1/4" N face nail overlapTwater- resistive water- resistivebarrier barriero Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind bads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer ( For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail UAdo not under oo NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM' products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkiriglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO t SO =100 sqA) exposure) 5114 4 PREVAIL' LAP SIDING WIDTH 6114 71/4 7112 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405,15, and 1405.17.2; and the 2006 International Residential Codee for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7/10 South 02010 JHTL. AD fights reserved. TM, SM, and ®denote Additional Installation Information, PREVAI LtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1/2/2018 Florida Building Code Online BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats 6 Fads Publications FBC Stall BCIS Site Map Unks Sear• rdlaida1 `, 81 Product Approval USER: Public User AtinvY Product Aooroval Menu > Product or Aoolication Search > Aoollcadon ust > Application Detail FL # F1.12194-116 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 Us - 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 Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden R3 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:Nwww.floridabuiiding.org/pr/pr app_dtl.aspx?param=wGEVXQwt0quk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1' Alumunum Coils Aluminum Soffit Aluminum soffit panels. Limits of Use Installation Instructions, Approved for use in HVHZ: No, _ 1-12194 R6 I[ ALC15001,3 2017 FBC Evaluation Report Q4 T , Approved for use outside HVHZ: Yes, Soffits final.odf' Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90' Created by Independent Third Party: Yes, Other_: See Evaluation Report for limits_o_f use' Evaluation Reports FL12194 R6 AE ALC1S001.3 2017 FBC Evaluation Report Q4 - Soffits final.odf Created by Independent Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addi 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 Ilcen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: ORSR® Credit Card Safe https://www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrwmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Ea& 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 (fST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix 0 for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix 0 for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 tit = 0'.. STATE OF IS;O N At `` CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC SoHlts TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS 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 UmiTA7tONS 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 11 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 l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel io—if 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 t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch ppatternspaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 63.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 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 0.1 _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 ox spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 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. 314-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 Wow crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP 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. ninchcrowx 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch O.C.3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1Winch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 801 24F- 2 12- inch Wood smooth shank rafter with one Wood leg 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 801 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.8 spaced 8-inch o.c 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inx 7d ring inincho.c. and securing 3/16-inch head spaced spaced 16- inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16M Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 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. 160 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 batteNrafter 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/a-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch rafter with one x 1-inch legg into the end of the securing each panel leg acedlesstaplepp 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. 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 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. li(" engagement(for wood substrate) or min 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I II F' CHOANFNELIT ( OVERHANG WIDTH VARIES) 12F-3 Wood. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„, , SOFFIT STAPLE OPEN RAFTER 3/4• x t/4• i DIAMOND PATTERN DETAILLa,IMMI CROWN STAPLES USING A DIAMONDsr q is i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 8" 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4- DOWN CROWN STAPLE SOFFIT—""'— 12-inch span WOOD SOFFIT SOFFIT & FASCIA DETAIL ALC15001 3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nKrWUN` SOFFIT STAPLE GIST DIAMOND DETAIL PATTERN FACIA BOARD yr KQHiv% 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(l) A8 x PAINTED S.S. 48' FASCIA CAP 1/21 x 3/8• head diameter screw, O.C. 3/4' X 1/4' 16• o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61(320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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 NAZI FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'e1' CROWN STAPLE OPEN RAFTER FASCIA BOARD N CA S/r 1.14E 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER• TO SOFFIT t FASCIA DEIAIL F' (HANNEL 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 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 System No. 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. 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 FE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001. 3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 nA ` SOFFIT STAPLE OPEN RA rER 3/4• x 1/4• DIAMOND PATTERN DETAILCROWNSTAPLESf ' USING A DIAMOND 1 —•.J Ii _ter `' STAPLES i PATTERN FACIA BOARD i i FASCIA CAP 16F-4 3/4• x 1/4• CROWNJTRIMNMAILFACIA BOARD 8. 11-3/4• STAPLE ON CENTER TRIM NAIL P' F• CHANNEL CAN BE PAINTED S.S. 48• INSTALLED FASCIA CAPWITHTHEO.C. NAILING FLANGE UP OR 3/4' x 1/4• DOWN CROWN STAPLE SOFFIT-• 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1' TRIM NAIL fASCIA BOARD PAINTED s.S. FASCIA CAP SOFFIT 1',j- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASUA CAP; REFER TO SOFFIT i FASCIA 3. \ DETAIL 8 F' [NANNEI SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj n KrVM` SOFFIT STAPLE GIST r 11 DIAMOND PATTERN1 1 DETAIL FACIA BOARD Lr rttvco i st w.cs i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 NEL 3/4- X 1/4- CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD 1-3/4 TRIM NAIL J STAPLE ON CENTER PAINTED S.S. PAINTED S.S. Q. FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 tt' TRW MAR FASCIA BOARD PAWTED S.S. rat' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'74' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARDPAXS.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'.1' CROWN STAPLE — FASCIA CAP; REFER / TO SOFFIT i FASCIA \ DETAIL STP Nfters I 3/6 Batten Anchored to SOFFIT; MAx. 2l' f-fNANNEI lhRaftersrilh one 1d Rin Shank Nail at MOOD SUBSTRATE every Rafter I SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAW1EO S.S. Li' SMOOTH SHANK I FASCIA CAPI, ROOF NAILS SOFFIT 1'.t' CROWN STAPLE 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 24F-2 & DETAIL 24F-5 r.f' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA DETA0. Noaimat rs2' SYP Batten Anthored to SOFFIT; MAX. 2a' F-CHANNEL Rafters with one 1d Rig $bank NaR at every Ratter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAILFASCIA BOARD PAWTED S.S. ILGA T-NAILS FASCIA CAP SOffli 1-. t' CROWN STAPLE III' TRIM NAIL FASCIA BOARD PAwTEo S.S. SOFFIT & FASCIA DETAIL 24F- 3 & 24F- 6 ref' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nom' wl Pei SYP Batten Anchored to SOFFIT; MAX. 24' F- CHANNEL Rafters Wth one Td Ring Shank Nail at every Rafter MASONRY ALC15001. 3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL FASCIA BOARD PALMED S.S. YAt- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO SOFFIT STAPLE CANTILEVERED I-Q' CROWN STAPLE DIAMOND PATTERN RAFTER OElA0. FASCIA BOARD t t- tROt MAILSOFFIT &FASCIA PAINTED S.S. DETAIL 24J- 8. Yr2' CROWN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT t FASCIA DETAIL / \ Nerrdrta, t' A Y SYP waena 88 aaDDaO Delween and SOFFIT: MAX. tl' I I I 3/8 1-C MANNEI aettaeO wan (t) 70 )d MIT I I Monk nail aaavht-naw Through the rafter Into NO end MOOD SUBSTRATE of the warn at two (2) 7d i d" St:k naea toonaM on \ / efther aloe of the MOM at the DanentraRer Intersawn / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,d, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone.. Mean Roof. Height ft Basic Wind Speed mph) . 120 130 140 150-• 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 Enclosed 4 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 18.3 215 24.9 28.6 32.5 36.7 1 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 489 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 48.3 541 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 26.3 295 329 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 243 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 23.5 264 294 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 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 0 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38 5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 419 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 1 -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 42.1 467 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 484 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 29.1 326 36.3 40.3 30 15.1 17.7 20.6 236 26.9 30.3 34.0 37.9 420 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. C CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htf ft Basic Wind Speed mph 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 1 -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 45.4 506 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — F1/8' HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/t' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1044 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8'. 1/8" HEM 1/4" f T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit OWTO o izsno 18' BLANK 3 % 8 PROFILE 1175 AU DI0000 000lu 00000 0 0 0 0 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE iurry OWT" 02rm o i2r TYP DDDDD DDD lu O D O D D oD000 D000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumeoilsinc.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 E92ty Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Paae 1 of 3 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix 0 for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.k 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 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 STATE OF 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 B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITAnoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Lo lion ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Location i /— Fastener Fastener Location 11l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved S stems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 540.0 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 xn0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crowstaple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24- inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max Masonry One ( 1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8 inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x V2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 163.3 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 i25.6 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 'I Winch 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. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)' 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25 Wood leg staple spaced 8 finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. hasanknilchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F 4 16-inch Wood leg staples in 1) 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 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C REEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC 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 1) min. 2.25- staples in diamond batten or two (2) wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap wood 8-inch o.cand finishing nail with min. 63.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring each panel securing3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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. T Installation Detail Min. 3/8" head dta. nail with min. IM" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4"J PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 IN. I ``` SOFFIT STAPLE 3/4' x 1/4' OPEN RAFTER DIAMOND PATTERN D ETAI LCROWN, STAPMAOLE D ; JD _j sr wts PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCV+ CAPINSTALLEDWITHTHEO.C. NAILING FUWGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOS— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER -- Lj n ; SOFFIT STAPLE DIST ; ; DIAMOND PATTERN I I DETAIL FACIA BOARD yr rrvaNi STMLti / 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA GAP 12J-1 u I 1—CHANNEL 1-3/4' TRIM NAZI screwed to soffit PAINTED S.S. 48' With oneil) M8 x 112• x 3/8• head O.C. diameter screw, 16• o.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation repon does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD u sA s IN:E 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' (HARREL SOFFIT; MAX. S' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head die. nail with min. lq" 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" 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 ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n,F `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DUU210 {f--.. 3mstAF.ts i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4• CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4- TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4- X 1/4• DOWN CROWN STAPLE SOFFIT-• 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL fASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'rt' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN. REFER TO DETAIL SOFFIT STAPLE F_ 16F-6 DIAMOND PATTERN / \ DETAIL SO TOCAP; / \ i0 SOFFIT FASCIA ifASCIA F' CHANNEL--"-*' HANNELDETAIL I 3/81 SOFFIT; MAX. 16' II SPAN WOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER I VV K,O ` SOFFIT STAPLE OIST IL DIAMOND I DETAIL PATTERN FACIA BOARD sir i 3/4- X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP MW 3/4' X 1/4' CROWNCIA STAPLE '8' ON CENTER 1E-CHANNEL BOARD 1-3/4' TRIM NAIL 4S.S. PPAINTEDS.S. 48' FASCIA CAP O.C. X 1/4- WN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t I' TRIM NA0. FASCIA 80110 PANTEO S.S. Ya}' CROWN FASCIA (AP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO r.j' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARD PAR17ED S.S. SOFFIT & FASCIA 24F-1 & kDETAIL 24F-4 1'e1' CROWN STAPLE — FASCIA CAP: REFER 10 SOFFIT & FASCIA / \ DETAIL _ Nominal STP Odion Anchored to SOFFIT; MAX. Tl' I f-(NANNEI Rafters with one 10 IRingShankNailat SUlS1RATE eery Rafter \ WOOD SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 9 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 I- TRW xAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT ra' CROWN STAPLE I I' TRIM NAIL -- AIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'aj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal raY SYP Balled AnMoreO f0 SOFFIT; MAX, lt- f•CNANNEL Rafters rilh ow ld Ring Sbana Naa at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TRIM NAIL FASCIA BOARD PAWTEO S.S. ILGA i' T-MARS FASCIA CAP SOFFITI 1'e1' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'a1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1's2' SYP Batten Anchored to SOFFIT; MAX. lt' f-CHANNEL Rafters Qh one ld Ring Shank Nad at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I>i' TRIM NAR FASCIA BOARD PAINTED S.S. , r,4- CROWN FASCIA CAP STAPLES SOFFITUSINGAOIAMOND PATTERN: REFER TO CANTILEVERED r.1' CROWN STAPLE SOFFIT STAPLE RAFTER RTER DIAMOND PATTERN OElA0. FASCIA BOARD SOFFIT & FASCIA 1 TROT NAIL PAINTED S.S. DETAIL 24J-1 8 1'e1' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT 1 FASCIA oo Secured DETAIL ed n raftera ana SOFFIT: MA%. tl' 1-CXANNEI With one (1) 70 rtrtpithon Iww* nail walpnt-na"d truwah the rafter into the end WOOD SUBSTRATE or the batten or two (2) Td MD a(IanIA nalb we palled an eBher WS 01 the batterrt at the batterMiter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 1 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 1 -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 11.7 138 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 1 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean-- htfft120 Basic Wind Speed mph) 130 140 150 160 180 190 200 Enclosed 4 0 21.7 25.4 29.5 33.8 38.5 F47. 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75 5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed- 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 1 -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 19.5 227 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 18.8 221 256 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" —'1 1/B" HEM T 7 3/4" ISOMETRIC VIEW 3/e" PROFILE ISOMETRIC VIEW 3/0- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/81, 1 1/8" HEM T E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ois rn 18* BLANK 3 % 8 PRonLE o 0000 000 00000 0000 000ao 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 1 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2- 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE OWT" otrm oitsm DDDD D00 D O O D D O D O D F DOD 0 0 D D 0 0 END Of REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. or 1/2/2018 Florida Building Code Online Business Requ Fafien d I BCIS Home Log In I User Registration ; Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FSC staff I BCIS Site Map I Unks I Sear. ap 0". Product ApprovalurUSER: Public User ia -X Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FLS444-1112 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 Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 193SS 610)6S1-5847 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 I 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 7. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200nline.html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending F8C Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant 5ection 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 dick here . Product Approval Accepts: M ®® C F—,__Az file:///C /Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)6S1-S847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorirotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 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 61h 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 "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P E. on 09/OS/2017. This does not sane as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD 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 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kftfigy Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM 07158 05NK08037 06/28/2006 UL (TST 1740) ASTM 03161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM 03161 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, 03462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC ( TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM 03161 & 03462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM 03161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC ( TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization n9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444•R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT'" 25, XT"* 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont°, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark"", Landmark'" IR, Landmark' Pro, Landmark"* Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"' IR, Presidential Shake TL"A and Presidential Solaris"* are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"* IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"', Shadow Ridge'", Cedar Crest', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd =150 mph (V„h =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 07158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Soltvris') exceeds the calculated uplift force (FT) at a maximum design wind speed of V,Sa = 150 mph (V„h = 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 3S32.09.OS-R13 Certificate of Authorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20; . XT 2 S XT` XTir"30M IR z+Ei . a5' rf 4OftAs fiANAN W LOW AND STANDARD SLOPE ENGLISH 12" 12" 12.. r-( 305 mn)(305 nm) (305 min)—i t- Ir- 25mm) Sealant 1"(25fn 5 5/s" (145 mm5 /2"p trood T METRIC 131/8" — 131/s" 131/9- i-( 25mm) — Sealant Lt.. (25 mm) s t.. T Figaro 11.3: Usofournailsforeteryfullsbingk STEEP SLOPE Use four nails and six spots of asphalt roofing cement• for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTbI D4586 Type II Is suggested. I Rooling Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab comet. Figure Il -4. Usefour nails and six spots Q(asp&dl emnent on steep slopes CAuTiON: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT20r", XTr" 25, XTTM 30, XTr" 30 IR: Cut Shingles 1 - I« F.-2" (50 mm) Remore 25 nm)' 1-I Cap Cap Cap 305mm) Shingle Shingle Shingle 1- Figure 11.24: (,tit fobs, tben Min back to male cap sbinglms Engtirb dimensions sbown). 5„ 12 (305fntn) E o 1251n1n) _---- ` S oeg eN nv ca2S 1 A5 crtrl No opOP y l figure I I.25: Installation of caps along fte Gips and ridges. 6. 4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic® NPlr"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate o/AutAorkotion 99S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/05/2017 Page 4 of 12 6.5 LOW AND STANDARD SLOPE Cse SIX nails for even' fill shingle Ioc:ited :ta shown helm%. I'125mm) 1'(2Smm)_ - NaJline r'--rd, Nml NaJ L1t! Figure 2. Use six nails fur ecerr frill sbingle. QOTRINITYIERD STEEP SLOPE Use SIX pals and FOUR spots of asphalt roofing cancnt for even' full shingle as shown helm%. Apply asphalt roofing centent 1•(25 in(n) from edge of shingle.,Vpllali roofing cement Nlc-sting,16MM D 4586 71pe II is sugg(_ied. 6.5.1 Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest' IR f 1' (2s mN 1' f25 am1- LC), J Pignre 3: Use six nails and filar n%tMS rf aspbalt rtnfing centent on steep slopes. 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"I" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4" 1 /4" 3/4" I+— 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page S of 12 QOTRINITYIERD 6.6 tBELMONT®OR'BELMONT®jIR: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. It OEM o AddilwrW mils if requited I 5I9' (16 mm) 1125 mml (looting Ckmad 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 I" (25min) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1, MAP IMP40, ow 1 10 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest"" or Cedar Crest"" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure IT I8: Sbangle• Ridge. 18' Exposure Remove tape from the right side 8- I and fasten jl SECOND Fasten thef left side 8518./ RIGHT FIRST LEFT Figure 17-/9: Inslallallou ojSbaug1e6R1dge sbingles on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization N9S03 6*" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles, (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 QOTRINITYIERD LOW AND STEEP SLOPE STANDARD SLOPE Ilse seven nails and three spots of asphalt roofing cement for eery Use hive nails for every hull Shangle. fill Grand Manor Shangle. (Ise lire nails and than spots of asphalt roofing conm for every hill (amage House Shangle and Centennial Slane. Apply asphalt roofing cement 1' (25 nun) from edge of shingle Figuro 17.5)• Asphalt roofing content meeting A TM W1586 ll ij II is suggested. 25 mm) (25 mm) 11/2" 518 8 SI8' 38 mm) 16mm) (220am) t•• or less .( t- j_ 1--125 mm) I 2L5 mm) Figure 17-•1. Use fire naW for etvrr full Grand hlauor Shanglo. 5 8 5}1g' Carriage House Sbangle. or Centennial Slate t6 mm11 t (220 mn) foure 17-5. Wbra installing Grand Jlanar Shangkx on steep slopes. use seven nails and three spols ojaspbalt roofing mment. 6.7.1 Hip & Ridee for Carriaee House Shanele® and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)-- --(375 mm)—--(305 mm)--i ss+as+etasauao oeae•esr Mo areraa s Release Tape I" (25 mm) I 11h" Nallabler Area LANDMARK TO. NorthGate: 131h" 13" 131/2" 343 mm)— --(330 mm)-- --(343 mm)— j I --I" (25 mm) 1" (25 mm) figum 13•4: Umfour nailsfor ereq•fdl shingle. WIDE NN00 IY 14 Ut' t2' AREA I 4 305 mm) -+ f— (375 am) (305 mm) I Nailn, Linens I' (25 mm) / Upwitallne r (25 mm)— am roil One Nailing ants for low and standard abpos (fmm 2:12 to 21:12) Nal bar~ upper tl boon Ina as shorn above. Exterior Research and Design, U.C. Certificate of Authorization a9S03 6r" EDITION (2017) f8C NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-S847 Evaluation Report 3532.09.05-R13 FLS444-R12 Revision 13: 09/OS/2017 Page 7 of 12 L, STEEP SLOPE Use six nails and four spots of asphalt roofing ccmcm for every full laminated shingle. Sec below. Asphalt roofing cement should meet KST31 04586 type II. Apply I' spots of :tsphal( roofing Ccmcm undo each corner and at about 12" to 13" in front each edge. METRIC DIMENSIONS 12" — 305 mm) tt. rvi :s Nail Area i t For SteepT 25mm) I----- 14a/4"-12 375 mm) (305 mm) ar mooffireororoa I"(25mm) Irase Tana I Cement STEEP 12' SLOPE I+ (305 n NAILING AREA I I.. 25 mm; LANDMARK TL NorthGate: 14- 3/4' rl+— l17S rn 1'( 25 rem) r QOTRINITYIERD 131/ 2" 13" 131/2'=+ 343 rem) (330 mm) (343 mm) 1"( 25mm) 1 1"(25mm)-" figrtre 13-5: Uso six nails and four spots of asphalt rwfingcetnent on steep slopes 12' 305 IT 1'( 25 mm Nailing areas for steep slopes (greater than 21:12) and " StonwNalling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'. Landmark"' IR, Landmark'' Pro, Landmark' Premium, Landmark"' TL, Landmark"' Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97/T 305mm) ( 250mm) 6 41Stte-- L-415MT 150mm) t—(1501---) 125mm) I (125mm) Notch for Note for Centering Centering F131l4' 305rnm) Notches for Alignment to I (337mm) Notches for Alignment to 75N the Top Edge of the Previous T the Top Edge of the Previous L L Capfor5'(125mm)Exposure ( m) Cap tor55X(141mm)Exposure 1 m) English Dimension Metric Dimension Shadow Ridge'm Shadow Ridge'" Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate of Authorization a9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1132 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 8 of 12 9 27/32' 250 MM) 4 ISM B (125 mml cernelto Notch 13 1/4' 337 mm) \ Align hots, / notches to top edge of pre>;lous pose NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)— 6 S/B' I-6 5/8— 168 mm I 168 mm rI centering 7 13 1/4' ` Notch 194 mm) 337 m) \Align these 1 notches to top 7 5Wiedgeof ( 194 mm) L previous course. NorthGate Accessory I(305mrn) Laying Notch 5- ( uro) I I I 1 I I Figure 13-20• Use laying notcboa to center s&nglet on bips and rirtm and to locale The conwi erposuru 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP104" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate of Authorirotion a9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 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 a 40' Oil& Lines (1016 mm) S 1 /4' - 133mm)km! 141/4' 362min) NOTE: Apply nails on painted guideline Figure 16.6. Fastening Pnzstrlenfkll and Presidmital TL $bake sbfngles on loin and sl mdard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidenual 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 nails I' above Ld) cutouts maldog certain labs of o%vrl)1ng shingle corer nalb. i I 1' diameler asphalt rooting cement Figure 16.7.• Fastening, Presidmthd and Pnuidenflal T/L Sbake sbingk5 on steep slopes. 6.9.1 Hip & Ridee for Presidential Shake', Presidential Shake"' IR, Presidential Shake TM Presidential Solaris"'' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 for ASTM D3161, Class F performance use BASF "Sonolasticm NPi"'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR hip and ridge shingles. 6.10 LONt STANDARD AND STEEP SLOPE: R811M 15.3. rosleuwg lln/leras SbDgfes on lame mad %lmrdonf Molsrs For lomr anti standartl slopes, use Gee nails for each fue llauents shingle as sltmn abo e. rlpna 15.1• fruexig llamms.iWM#es ou symp.voprs For steep slopes, use G%e nails and eight spins of asphalt roofing cement for each lull Ilaueras shingle as shorn abote. Ntply I' tSmm) diameter spots of tool ag cement (ASrN 0 4596 Tpe II sugpested) under eartt lab corner. Press shingle Into plsee; do not e.%pose cement. relrrlON: Too much rooting cement can cause shingles m Water. Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R13 Certificate o/AutAoriiatlon o9S03 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/05/2017 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras F! Figure 15.14. 18lbree-piece fmils separate to make 59 Hatteras Accemry sbingkt 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 ram) I I I en g g{460 mm) f` Fgoh l— — — I — — 460 mm) ( 203 ram) — Cap Cap Cap Cap 61ZShingleShingleShingleShingle ``2ao,ml Figum 15.20. Cut Haiferas shingles to stake cow cap. Figure 15-21. Installation of caps along bips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11m" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figum 11.3: Use FAA nails for every IligMand,9410 sbinglo. STEEP SLOPE: Use FIVE nails and EIGtn'spots of asphalt roofing cement* for each full Highland Slate shingle. For AEaml•Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASDI D45361)pe If is suggested. V".0.66 tagwa s1XtW6(bo1u1a wgLwa aw 0~ oaAa ft-j Figara 11.3x We FIVE nails anQergbi spots ofaspbalt roofuW assent unGT eacb tab romr CAUTION: Eccesske use of tooling cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate', Highland Slate' IR: Refer to instructions herein for Cedar Crest'"A, Cedar Crest' IR or Shangle Ridge"A hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate olAuthoriration tt9S03 6'" EDITION 12017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 11 of 12 QOTRINITYIERD 6.12PAkTRI,O LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nAk for every full shingle lorued :L. shown below. Sulam ns 1 0.r.1 II -94 (mmm) Use FOUR iwil< and four s1w1La ref asphall rrwlfing cement fur e%en' full AineJc : s shown helm: Asplcdi railing ccluelu imming ASI'dl 045M 1}1)e 11 is sunp(ed. Apply 1'(25 nun) spins of asph:dt rlwlfing cen,enl a. shown. CAIPfIU: liXcuxsiee use of nKlfing ttvucut cal, cause shingies to blister. 1 — 1 Rsnv _ _ — _ _ 1'(25 o-1a 1 156am1 I _ q .0 y T Roanny Cement 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest"', Cedar Crest' IR, Shadow Ridge'", NorthGate or Shangle Ridge"' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certt/icote o/Authoriaotlon #9S03 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online b BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Sear• d pr Product Approval USER: Public User s Product Approval Menu > Product or Application Search > Application ust > Application Detail FL # FL12328-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf 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:IA~.floridabuilding.org/prlpr app_od.aspx?param=wGEVXQvADgtF2AezualgOlAramOGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 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 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL !t I Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 li TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Indeoendent Third Partv: Yes Asphalt saturated organic Installation Instructions FL12328 R8 If TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.ndf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto:11www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 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. TAMKOO ASTM Tile Underlayment TAMKOV Master Smooth TAMKOO Moisture Guards TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No.15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV 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. 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 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. 0 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 manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture 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: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles RoofingShakes Shingles Concrete Tile TAMKOO ASTM Slate tN N N N N YSurfacedRollRoofing TAMKOO ASTM Tile Underlayment N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOS No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOS No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO 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 Entity 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-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Ppot R, pp1;.• '9iF'. No 74021 0- = STATE OF 41/ AI 101111110 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, not will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKOO 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. TAMKOV ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ onlv. 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. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of 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 undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: 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 TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOV Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOO 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 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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 LaiL 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. 01111 ttt iiii No 74021 STATE OF .' WZ0 .c' 011 1811ttt1 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufactunng or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online r - . •• - - ram...,..! BCIS Home I Log In I user Registration I Mot Topics I Submit Surcharge I Scats 6 Facts I Publications I F8C Staff I BCIS Site Map I Unks I Sear• dbda r 1 ;.I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Oetail' FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 0 Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 G 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 O Yes O No L N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVidikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending F8C Approval Date Approved 11/12/2017 Summary of Products FL 71t Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 160S102S.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports MIN Tr r r Irr rT.Ti.rrTrrr rTrrr rMOWW - - T•M.:t 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 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 730,7S0,770 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.S 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 160S1028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 160S1028.odf 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 NOA IS-0709.09.Ddf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 1S-0709.09.9df 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 I I The State of Florida Is an AA/EEO employer. Convrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://foridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVidikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 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.aov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAWDADE COUNTY a v 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-Catep-orv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 1,00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-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 I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 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''A" aluminum annular ring shank nails. With the first nail 1'/<" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/:' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply Y? 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 Modcl 730,750,750-S, 750-E, 770 Roof Louvcrs shall comply with all applicablc building codcs. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L±j NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT 9 1 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 FASTF.NFIZ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 4 J NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D I 23.60 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI-QADE M IAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 274/4" x 5" TAS l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001.-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 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 l'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 5 of 9 m m M M M m m M 700 SERIES LOUVERED ROOF VENT m m M M M m m M 700 SERIES LOUVERED ROOF VENT 2-0 i, DETAIL B 750 SERIES LouVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FAS'rEN ER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 Y DETAIL C 1 i -.00 1 b.W 750-S SERIES LOUVERED ROOF VENT 91 i NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 8 of 9 i 1 2V i,33 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 MIAMFDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMti Mil 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.aov/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.: 16-0510.28AW_A__ Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 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 I. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl 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 avow 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'/." from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4 --------------- NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT 20{v-' 1 15.33. d= DETAIL B 11.00 16A,30 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMNDADECOUNTY 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 MIAMMADECOUKrY Expiration Date: 08/l6/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 12 CM - - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D F E7 25r I o 2,3.dC] 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 MIAMI•DADECOUNTY Expiration Date: 08/1-6/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparrino@castcrete.com Cralg Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of ProducW FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide Ilntels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FLISS R10 II NOA 17-0821AS.odf NOAFL1S8RIOII 17-0821.19.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ack rta><t Contact Us :: 2601 Blair Stone Read. Tallahassee FL 32399 Phone: 850-07-1824 The State of Florida Is an AA/EEO employer. Canydaht 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 moil 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 It they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply li personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, RS., please dick ere . Product Approval Accepts: R® Credit Card Safe M IAM I-DADE MIAMI-DADE COUNTY o P.RODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DngS[ON Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.gov/economv 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. DESCRI[PTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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 &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Mt A pE GaUNTY NOA No. I7-082 1894LExpirationDate: 09l11/20i8 Approval Date: 09/28/2017 Oq l Z $/Z617 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables', sheets 1 through 3 of 3, prepared by Craig Partin, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report onllexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per 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 Parrino, P.E. 2. Calculations for Cast-0-ete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Systena Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I 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 ice. 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 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tYo. LT4612, titled "Cast -Crete 4") 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTFIER 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: 09/11/2018 Approval Date: 09/28/2017 1;-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 We Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared~ signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoiy mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from. Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. U' Heimy A. Malcar, E.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 4,W,I.® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE IV TYPE ' -M, m I I I I I IIL LLLLL ILLLLL II owl' 71 • .'l 1. i yA>IA=rCA 1L1 l7G1l11iJl>=f7Liff<E'LY MEMO A"' SOLID LINTEL nATA TARIE rli:[ ,] W;7 - m= MMKEW.s=31a, f Si lH- • ',"• a EflDrt• C IIILII.ef ii.r. ti 7i R$F'i1tFI'1.11".it•G i R" PRECAST U-LINTEL DATA TABLE GC7 lf T`7 F7cii'rl©L7L L0, mar auar,r vra: t1-5rL L>t IRAJV:FIJ!_l[`.1L•':J CA7IJ f7©'.Ll IG1irJL7 LlA filCfiCf:r7fiZTa rlLlS 'J r 7 t7AT!7r1C LJL o C L-7 m7r ru:!J raRvtr..nnraa VtJ o, F,ea r em rrurl str tcca s-a r cr_.I Iara nsrla rz rr r L rr9 0, ff3i rT,Tl"r211+.^_.11T'Ei•9rt1 r R 27 CZ'i tt1 ffF,MAr 1F-WrecrrT-r?±a rt 'umrr2rir:J.1_" lus :I traartA.1 RCAF-zntraara tn, r 1¢ r ts=1lrL'7r.e n.,, F. r*iraS o KF.C!CT.%1lam W7.^1mGli rte,+ jIunL.L11tt7 Ilro ItOlrl[Arf mIWrAKI 6 PWlllrm MI MOTOR APPOWAL e e WU= R CAMltelr LAW AND GWW Mt XU%C = CT pusmmtIvxm )mm CAST-[xl6A [ 1GRL NWW W ARM T/At W AM WAl fl. p. 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T um m am= waf mmom I0IR1 Eii 1 Of 1 GENERAL MM f• 4• p.l tdd - OOo w r. yodt m=rp prr d fia4l ram ,j id a e9eIooprfsiGonovCa '.ra,•aa CaOV "s 2) A7 mb lad Wu afd at mbbrm 4 " MMW ba ll. lEtfbYYlntsdr b b !.r d 9A BO'aati4 h 1 b ama frdfad Dan 1/3 belt 3) Cm" bt mmw ad to had )dab, 4) 1r reaa GIn Vre" to Pnmt rdaGa la FiOJdc t/S nhcgm + 147! f gmVgrma 1{t0W s) As Wob =A fr umml 1/SW ddlatl 6 unless IbW Ova a A laa 1 -4' a trim raeb a enad t/15D ddkdbs ON Is sds 1 o un to 08m N. Tbhto BOdt" cob6) Sbn6bdL•tob u R*&.& 7) 4• WN coot 1• be b:md ./ 4• iamb brb dA ad e' yscoaad wfao- dat d awd/ d L.d 6anWwl'dd and aadl/ Wf w adAKI'ad S) Re 4.*w mq aabde ewemdMd bode bw On a.b bW ULM by dd. deGyLnmanumm*69 a t and W d d-wq (m b W o awl• m i l amfdm'ay sOD `tdai• a .nd. d Is) eaaoFiq d dpe i e.e .s`if .m wm''«"c er ar«e,om"'" aon• If) Y bdnwa1« Tab aiFd «rp w p l) A•pod \mG• 4 + &*w hAt ea41 tad S0.0 od b 5* Triad kw sdr adm•id b•d is) Fm ampdb Fdd hdiw not ,Leas ad fda bd arm rod low bdod aa•Y 16) Fir Wd W*% not Am m al• bW lmm ud mfod Wit dm& 17) seta bd$ w agM1gerO dwatb bd 19) Ma loot bnO ea mbd defjp apbab pw AO GM adAD31L 19) bWb vm ( a0am Ur M WAWA idd 9a dtlaL Wee i2 iC. SEE SAFE W Md. LOW MES FOR LOAD RAIM Yl3:ion^ FOR EACH ADDIIIOWL RMvWMEew (M 1/2' MR TtP 1) 15 WIAR FOR a LHIELS L.\•. S ROM FOR If UNIELS CR40 or GFI00 SAFE LOADS FOR 4" SOLID LINTELS S +WN GRAVITY TYPE LENGTH 4S8 3'- 8• ( 421 PRECAST 1180 4'-V (481 PRECAST 939 4'-' (541 PRECAST 789 5'-10•(707 PRECAST 460 r-8' (7n PRECAST 360 7'-C (900 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6" (126) PRECAST 116 12US CasT 4_w UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6' (427 PRECAST 687 371 4'-O' (481 PRECAST 597 320 4'-6' (54' PRECAST 529 258 V-10•(7CO PRECAST 407 146 8'-6' (7d) PRECAST 366 118 7'-e (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6'(12n PRECAST 152 43 12F8 12F12 12F16 10) NAt. - m Bobo 11) Mt•a Fdd mdded abr b be IWW Of De Wbm d 1% bW a•y. ms fy lh hD 6U6 6F6 6F126F16ftle • L'i"We 1: TYPE D67CNAMON .=%a•r•' - ,\ 6 • • K r.fnuamtaa•/•-unfm f Da'r i,• a nJ ai:i, ,)._r.,Y •i a• f6YlA •" • )/ •:Y,S w. r s •. Mr 12F16-26aaA/20T OY. W foID I aatlt« p • • ' iV.,.\f !'r`:i wl. N: i4{/; ). ;f i:yy{•. tA9ft •OQ—+ bNNN • ;w'y.'t = f./• ^r .A;•,ri rr.. cmw Ito am 1 pp lWolaA CllmS • •J• - •' J, f':••:Yr 4S8 i8ao q 12F28 12F24 12F20 4 f ns .: f * PAODULTRnvisfib mum= fum et /S• F;% :j•3 m 0mp4E\dOf do Flbdda T swift a : Aema•Me -op1 s • • • • • • • • . 7-I/5 CRAIGPARRIf110OFmtlafOp.fa o • 07 14 NOd414A11An7N R.'p ' 83aGCfl678 /8 r\ ey a 6F32 6F28 6F24 6F20 C` ( AST- RETE VVVII lll . CAST— CRETE 4 SffA4Efl R 3M FL RE U0. N0.4476 6" & 12" LINTEL SAFE LOAD TY c— SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS 4 MM-4—M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH T1'PE 6U6 US-10 6FIZ-16 SF16-10 6F29-16 6F24-16 920-1 SF32-10 S-6' (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 W50 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1807 3633 5D50 6148 7227 8297 9357 5'-10'(70) PRECAST 1067 126D 2198 3557 5734 7227 6287 8226 G-8' (781 PRECAST 949 1078 1831 2850 432E 6737 8297 9357 7'-8' (901 PRECAST 772 883 1459 2188 3151 4524 6654 9357j 9'-4' (1121 PRECAST 384 660 1058 1523 2064 2785 3731 5D17 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-038) PRECAST 457 513 805 11133 1507 1 1952 2492 3163 12'-W (1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 1S-4'(I60) PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(IGBI PRECAST 351 392 605 835 1087 1373 1703 2067 17'-4' (20n PRECAST N.R. 299 455 620 794 985 1 1198 1437 BAM LATIRAL LOADS FOR A-PRFCARTU-,IMMA o a'"4C"" eAFPBL oAD LENGTH TYPE BUB I 6F8 RCNU 3'-6' (421 PRECAST 587 1055 598 4'-0' (401 PRECAST 487 787 445 4'-V (54' PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 8'-6" (781 PRECAST 263 496 157 7'-6' (20' PRECAST 222 367 116 9'-4" (112' PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4"(136) PRECAST 139 311 49 1Y-0"(1441 PRECAST 131 277 44 15-4-(160') PRECAST 117 14'-O'(1681 PRECAST III N20232I7'-4'(20n PRESTRESSED N.R. SAFE UPLIFT LOADS FOR 8" PRECAST U4JNTELS 4-M-44 ele SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61H-IT 6F12-1r 8F16-IT 020-IT 6F24-IT 03-Ir 6F32-IT 3'-8' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-V (461 PRECAST 1225 1800 2367 2013 3470 4027 4583 4'-6" (541 PRECAST 1083 1592 2084 2577 3069 MR 4055 5'-IV(701 PRECAST 831 1222 1600 1979 2357 27M 3114 8'-8- (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-' (901 PRECAST 648 863 1249 1544 N 1640 2135 2431 9'-4- (1121 PRECAST 575 571 910 1252 1492 1732 1972 IC'-6'(126')PRECAST 514 462 787 m 1121 133qj1551 1706 11'-4-(139) PRECAST 474 1 404.1 8H5 90 1213 1442 1645 12'-O'(1441 PRECAST 454 357D9 619 88H 1093 1299 1505 13'-4"(1601 PRECAST 402 14 308 516 as 736 908 1076 1247 14'-W(168' PRECAST 368 28500 475 On 832 989 1145 171-4'(20HI PRECAST 253 20H cc 338 j 476 A 585 j 693 j 803 n THE NUMBERS IN PARIN HESIS ARE PERCENT REDUCTIONS FOR SEE COCRAL NOTE 18 (n THE NUMBERS DI PMMNIMMS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. SEE CFNERAL NOTE NO. 4 GRADE 40 FIELD ADDED REM SEE CFNFRLL NOTE NO. 4 PRoDucrRs75® e CmWyios w0A dm FWda 8a9d1eA Code Acor a uplq PA/'•, gJS 44 PRODUCrROV ' 7Rr= AI "IN i6oPlw;do 1 F% y j CRNB PARRPIO Acalxw o.Ne10 o OS.o7 SEE GENERAL NOTES - 579 SHEET 1 OF 3 . DIVAl 2 Wmum 3 p PLP. EL]C-N0.04756 o I T,' At91 I - CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES smmRit WU@ 11 YRCRI CIA A9YI IdRIW 6CAIFt R,S DYE! 3/SVau 1 REM* = r M rt - AM L% 4;m Pwx9 a Felt 96Q 2 oT F TERAL SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS MR ITD RFM" "JJ IMMI A SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS WP4-6" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 1210-29 IV12-20 010- 12120-20 12Rt-29 29 u)s2-28 Y-S' (421 PRECAST 342E 50W 58M 7619 9352 11060 12755 14438 4'-0• (481 PRITW 2923 4232 5838 7819 9352 11060 12755 14438 4'-S' (541 PRECAST 2396 3464 53D4 7619 9352 11060 12755 14438 V-10•(70 FREW 1612 2320 3218 5234 8487 11060 12755 14434, 8'-6' (781 PRECAST 130 1086 2879 4195 6421 10032 12755 1 7'-6' (90' PRECAST 1138 1628 2131 3218 4676 6756 9763 1 9'-4' (1121 PRECAST 796 1216 1535 2230 3083 4167 5593 755Zc 10'-B'(128') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 I1'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0•(144') PRECAST 458 B78 1073 1513 2020 2617 3333 4208 IY-4-(1601 PRECASI 359 767 926 1294 1709 2188 2743 14'-V (168') PRECAST 321 720 865 1204 15% 2017 2451 17'-4'(2081 PRECAST KIL 4514 631 881 1141 1420 1750 A21O219',4'(23n PRECAST N.R 343 477 700 925 1152 1380 IT) DE mmma AY IA@1NDm ARE Puma REDIU= FM GRADE 40 FEID AM RMUL SE[ GOVA MM In 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U.LINTELS 4MM-4491fY SAFE LOAD -POUNDS PER LINEAR FOOT LENM TYPE 12906 12861012RID umli-a I2ATIB- On-W WWI I21330 4'-4' (52' PRECAST 2538 2942 6468 7554 9640 11669 13679 ISM 4'-B' (541 PRECAST 2319 2740 5468 7584 9540 IISS9 13879 15879 V-8' (6n PRECAST 1347 1841 3555 6395 9640 11669 13M 156) V-10'(701 PRECAST 1259 1758 3361 5954 9358 I16L9 13679 1567 8'-B' (8* PRECAST 924 1430 2653 4415 6854 1 125 14604 7'-B' (901 PRECAST M 1203 2157 3494 5252 7922 9 113 9'-8' (1161 PRECAST 3B9 843 114514 2157 3 4fg 5417 1 6380 A) THE NIAMM 94 PARIOIRSR ARE PU=ff MOMM6 FM GMM 40 I;SD ADDED RmA. SR GDVK WE Rd 4 SAFELOAD PLF LENGTH TYPE 12UB 12F6 RCMU Y-e (42' PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 2994. 4'-6• (541 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 B'-C (70n PRECAST 579 2187 12 7'-8' (W) PRECAST 474 177 991 9'-' (I In PRM4ST 355 1320 58 10'-6'(1201 PRECAST 306 11431 4540p II'-$(13W) PRECAST 278 10411 38 12'-0'(1441 PRECAST 200 971 34% 13'-4-(1607 PRECAST 229 857 278 14'-V(168' PRECAST 216 809 251 17'-4'(208') PRESTRESSED N.R. 6330 16 19'-4'(232') PRESTRESSED N.R. 534 130 aj VD nVIC 10 4'-0 (521 PRECAST 4'-C. (54) PRECAST 5'-8• (681 PRECAST 5'-10'(701 PRECAST V-r (801 PRECAST e (901 PRECAST 9'-8' (1161 PRECAST PRODIx-r eEt-DBZ/•/8 BY B anno SEE GENERAL NOTES - SHEET 1 OF 3 MWEER Q 6-0m.& 4 -M -*m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IVII-21 tffIMI t2FI6-2112f7D-211219-11 2112i12-21 Y-8' (427 PKCAAST 2752 4287 5613 6938 8264 9589 10915 4'-W (487 PRECAST 238D 3721 4872 023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 8347 7365 8354 5'-10•(7(r) PRECAST 1623 2527 331D 4092 4875 5658 6441 6'-6- (781 PRECAST 1444 n69, 2972 j 3675 4378 SODA 15784 Y-6' (90l PRECAST 12670 1767 25636 319 3B08 4417 5028 9'-4- (1121 PRECAST 1028 117 2006 2590 3087 38 4079 10'-6'(12n PRECAST 920 947t. 1612 22M 27 3209 3853 II'-C(136' PRMkST 858 B29 1404% 1962 2441 2902,3364 12'-O'(144' PRECAST 814 753 1269 17BB 2201 2618 3032 1Y-4'(16D-) PRECAST 678 B33 1057 1485 1828 2169 2513 14'-O'(16n PRECAST 622 586 14 974 1365 1679 1991 2309 17'-4'(2081 PRECtST 434 427 695 964 1182 140 1623 19'-4'(2327 PRECAST 366 370 693 817 1002 iIB70J 1372 JU OK WAMM 01 PA9UMM AR KJW0 REDLEM 6 TOR GmOC 40 nE D ADDED REOAR. SEE CMAL NOR In 4 SAFE UPLIFT LOADS FOR 12"PRECASTmd 2" RECESS DOOR U•LINTELS cMr-tM1S I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4' (Sn PRECAST 11626 1 26M 13740 17,d 1 4'-8• (541 PRECAST ( 1568 12582 1 3602 5'-B' (68') PRECAST 1210 1 M42 12M i 5'-10'(707 PRECAST 1173 1984 j 2769 16'-fe ( 801 PRECAST 1020ts3e 2426 7- S' (901 PRECAST 904 1228 2163' A9, e (1161 PRECAST 703D 771 0 14721 fti S_MRM IR PAAFIRRE56 ARE POILk10 REmICDG6 FOR 3EN.o MUM ADDADDED REM SEE DO ML Im1E 1& 4 447 T A. : CRpIBPApRLYOb'ImMIGRug rA' A•ots, kilt PLP.LIMAIp,41 M 1RIODUMMISCD md1 dS4co" oioPIoAA Amp. rMu o o .07 sl8 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES NE RD1mOS 4 1DWR1nXMIAVMSRAMRJADUDaR® An CMp A .L - lM W 4051 04XWO W. 04112 OD[7 D W S MIAMI•DADE MTAMi-DADS COUNTY 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) ivww.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 goveming 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requimments 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", shoats 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 Pan: ino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.19 IAM DAOE t OUNTY '? f`j Explration Date: 05/21/2022 I oq tZB o / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision 44 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on f exural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 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 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certlf ed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-MI9614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84M19.805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A,120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. V, /, d. Ll ez,/ y 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-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 Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #0I-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 92 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 4. AL'2 O e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, Iasi revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January..18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmyA. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, AE., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, AE., 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. MATERIA.L 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. L Ae myA. Maltar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Janumy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled ]Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 7 Cffefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. 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 ltny 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 CWW.e HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT REVISED ' MWUCrRUNRWW a complYlot Mat "flmLb Y n11Atla Flm1! wlL821•19 IAIA A m R\ F, PRESTRESSED U—LINTEL DATA *TABLE KJA ay.Y L• f tti>farr a! L7GrG1F,lOVQ+,ociiFAam.:lW=ArrWIf fl>• locya ilir vt IaWyE u."rge ffiCIiE SLI O Dc7! :.7 ilci Ut.Ly74 cti i A mGH 7F17 FIF7Duf:2.111.'i DEF...l7II3G fTl6ti,i 0 E' PRECAST W/ 2" RECESS DOOR U—LINTEI— DATA TABLE t'A Wd ' 1G:iO..•{I:I_.1L:.Pt7L7lk olms*3[ S?I7®G) E=-A111 i MUM k/MmESc17C Lq1 C1G G[LZ=w[...c7SiI f{iPf FtLL+J154'...FADUMI=•WWAMMft).SZ J!'.t.`7 l^.',li/CFL':SII G.'1I L1 t C!O,FJCiTJ[SLT]d..r1 1J1.i"SS1ReiL"F/tkLiJkiQ.©dtli 7G.11'>• 1r11 Litf f! c •+ .f•r.S.'^ rf Cf r'JLM tf rci" r rcu u sur3Ni:.,_ i.rcrsrcL1 rtalm`e>tvo MR OF MOOS low I Sf's 7 Iff91TatraMOamIMMMON If sas® IaM t r00oci AMlOYAL M H r101tM 0Y CW &AMt Ala CAWR 6 X== m tIIl Ulm amm MQ ram M. axa m cr ow-cont WL M L SWUM aim; 7/77 N A7M1 ASIOI 04 N L WID m 7DIF1. legm o/ •®c AW 3 Imtt oy,tt W UW A 150/1 MM usm b C m WAt4lY em F m aowu i1aY IOM••tO.ctGM11 Iawacco 1 do or MO maOR000 WAD FOR aaulllt tllamARM MIL a Nth . MaI Ma rAu OQ Sm= ! Downrla0LDO= Wo"m /. • 1100 m rot jr FM DA um UROq 1'. • 00 FL FOR ALL rrcA7r FM IAfM11 L I W rO171[RRO¢ 1WFt7 ro QUO or mmn ma rl II® 10 UM i. OMOL trots[ [Fat • 4f. a to I. t1m1 D S11m10116 rtt)it6»C of rtttYtffi Iltt6 Ii GM 70 BOOS Wm t10 Ft1010t0 1=0. ENS ': ranDlrctDcnaa i c.IsawPwlFee uL,wl.• tt A (k1ADPAWMsmoRm % tint: CAST-CRETE 8" LINTEL FABRICATION DETAILS C s4ArF PRAVI7Y1 LOADS FOR 8- PRECAST A PRESTRESSED LA4MTELS wfmt ne8AFi oolrai21ccl4rlOADn ti FOr 1lrtsfs . SAFE UPLIFT LOADS FOR S" PRECASTA PRESTRESSED U-LWTtW 4Al+NW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LSNM 8N us-OB jonsmooe-n ern -le ene-® ago -to 10'D-01 WN-u um-0 a24-u wo-W f0n-1e W32-as ear•11 3'-8' 4 PRECISE 1231 370 BIDS UM as 1502 10051M30a4aBnu75qe74ffO1411109 4'-0' (4Bj PREi:IST 1960 134 1151 3m 4WD Mn 7A14 010 7183 4em nu w an4 Ima4 11w 4'-6' (54 • PFt l 1 W9 11a MID 2031 3753 45m 5 M Say 2101 431E 4113 7547 0002 IDH4 It601 5-4' 64 PAECASf1 1217 1341 143E na1 25W 3113 3a3 A tae7 30l0 else M 0 5-10'(70 P)E77ST 1002 lie 1173 of mo 2541 3M2 3M 2 4M) a net MUNd C-6' (781 PRMW 9D8 21» 3m1 mw 4363 soil 2177 3uo 53n nm I Sm 7-C (90 PRECAST 1721 2w2 Zon ace MI 30 t 2641 3m o4 6K1 emba9'-4' 112 PREGIst 564, tm ea 236s 34u tale 330iMS1W23ailu wI017-6'(126f PREI%ST 5ANWIM 1241 200 27t2 2t63 257tI= Ie33 20e3 2741 06411'-e(135) PREd11ST 362taw IBu 2423 312Y 40a f46 136E IBIS 10 3122 40m 12'-0'(1441 PRECAST 337w3 um 104 AM nm 35RUS125414al210BUS3ffi 13'-4-(1W7 PREGlSI 2p676S 107E 142J ISL 91B 9761765fIRSIOUIOle23U 14'-0'(168 PRECAST 279 424 70) toot life ta7 1127 200 442 1 70 1 1002 I= 1607 1 2127 WO 14'-e(176r) PRMRBM AL MR IM t18 IB fa wt fa 459 7e3 I37o tom MS 2517 Du 1W-4'(1941 P N.R, V2315 IBI HS AD Iw Ml t0 710 1250 17A 21De 2320 2513 17'-4' (208') PRESTI E6 93) NR, MR An lot n a 50 US IM6 lee9 ISO 20919'-4'(23i)PRFSIRESSED N R5Ist 1a tot HR 42p 7!0 Imt I2R SItits 171E 21'-4'(25C) PRMRFSSEDHf Ia tl1 HB34000W11141339HY 22'-d'(2641AiFSI1tfM ryA HI tQ fat 1a 318 Bn 1 M IOU I nee 1359 24 -O' (2887 PR6RESgD NR. m"1 101 A 1R 18 111 20 450 174 W4 last 123 4o,x,*v . SAFPLIAAD APE LENGTH BUS anR AMU 3'-C (429' PRF0IST 1025 1024 1698 4'-T (41n PREORST 785 763 1309 4!-e •(54j MCAST 592 591 1073 6'-4- (04' RMST 411 411 745 5'-10'(70') PRMT 340 339 816 8'-C (701 PREDW 507 721 400 7-C (00) PRFr/ST 424 534 383 9'-e (1121 PIECIST 328 • 812 230 1C-6'(129) PREM 284 401 180 11'-4 (136' PWAT 260 452 154 17-O'(144')PREGST 244 402 137 13'-4-(1601 PREM 217 324 110 14'-e(160lPRMST 205 293 100 14'-e(1761P1 N.R. 2B4 91 16-4'(184' PRESIRE54D N.R. 259 83 17-4'(20* PRMTROM N.R. 194 64 19-4'(232') PRE5IFMW N.R. 148 62 21'-e(256) MIMED N.R. 125 42 0'(2541 PRMIRES O N.R. 118 40 24'-O'(20)PRL4TR M KPL 91 33 4wr-ol 1w SAFE LOAD - POUNDS PER LINEAR F00T TYPE LENGTH ae n 9*-2I er r wtr21 nFtt Wt" rt Ecru -a et24-tt 924-2t alrrt frs -a IIF3!-n Am-ff 7-B' (42) PREGSf l6a eau 24 4 % ME slat 7m) 00 2055 394 43% SM 0132 70DI 4'-0F (4B PRtTASf 00 239 Sow 381E SM liu era Sow 3013 4e70 SM M 4W (541 PMUG f 120 tow 2797 337s 400 4711 em 12M 2elo 2707 00 all Sm 5-4' 64 P1iBAST64 leis n 2275 m as 3s6 4e2t 104e rtu 1 fne I DES 1 sal 3MM 4M 6'-7D-Irv, PRECISE em Wed 2MW IMA 3107td 36MW 031 P_0. ' PRFGISf 6 I m5l 3 13s t lea RuaI gm I 375t I ru 7-C (20) PRMW 727 1 1624 2MSad 2426nd 2W&d 31MCo M7 12L 104 2018 1 242e 1 2tm I S2n 9'-4' (1121 PREGASf al 706 1 474 A 181fied 2A67nd RICO eel BE late leis I IOa I 2m4 2n1 16' ai (126 PRE> AS7 67D BID m lne 14"of MI 2011 610 a6 nsoo 1471 d 17A 231e 11'-4'(136 PR0A51 414 504 a Mm WMA 1274ag ISDN MrMl 434 6'w 104 IMId leis 1816 2157 12'-0'(144l PWAST MIX 458 724 P. ev W IlMed Wo ISO ao ma e40 1302aJ Mad 1e1 205 13'(160'}PRLTASI 419 as ao) 7u W nu 323 4n . Oro 7e0 1159 1e t tam 14'-e (1601 PMDM set 35e So 724 W 1054 21D 410 425 M 1O0 tsll ME t6o7 14-8'(M-) PRMTRFSSTD 24/ 3u ms 620 1A as n03 we me IuIbA 1T44 15-4'(1841 PRL MSIEV 2:4m 31) m 410 I$ m an m 1N nt 14w Im1 61e 17'-4' (208l PMTMM I' in m 3m 40 001 Mi 74 DID ftdlee 1 1>?f 473 10'-4'12321 PRESIRfM to to 34 447 4A Rd 6R 7117 nA in nD 0 a ID 1ftJ 10SPh 12V ad 21'-4'(Vie) PIESIRESSEO 14 142 0a ffi 301 373 M46o 537 721 ea 1m 49s 046 22r-0' (284') PRLSIRE W 131 13) 1 223 378 u 4o IlO b11 en 00 no 24'-D'(2W)P MEW ta4 124 170 2tU u7 311 4" to ae 97 B)6 n TM NUMBERS IN PAREt4DM ARE POMW RBX WNS FOR OR40E 40 ' SEE Ci71E8f11 NOTE )A 18 ON SHEET 3 OF 3. U) /jvettRtsl- Wt F131t4:141 tlL1lU:l112/5 MI tIWR 4V MD ADDM RESAR. SEE GF3Ok NOR: NO. 4 ON SUM 3 OF 3. GENERAL NOTE A 4 ON SM 3 OF 3. PRODUCT9AVIS111) PAODUCTXMQWffi y OOUCT 4,V; OFN •• PD:000C1'19ytwmmiyhvIr40fll" Monde m momif r. FkddeDJAME4M0le :BD OuIlding Co I" o227•ir mo t. o vb tOStB"¢alm AuV w=ftU p2 • e) 9 Oex 2c Lti o tta0 3 ' * • it q 4f n e.w - e . o Z22nTEyCRMPARM WFRAl. HO7ES - SHEET 3 OF 3 ir\;ri:,Clid>F'6 11i r1i,Iq;rSl:r7; YYasbrda I•SIN:LUIaBIQLirSL'11i C1CSf]f i1rUT k . - t,'' _r "FABRICATIONDETAILS k\I?9le17aa;ll di'lLifrL`:FY4: /A:11 rr tr o (' 4-, 3 y a•14axrs°(lt=,fri:fffif4 y r•rd ta r.,{ ;•; + r na l;/Ir1# ri I1 WAYY4Iy 1"' `' r .v a 1 a i; l a: rii ; inv iv w: ems!: re YiAL SAFE GRAVITY LOADS FOR 8" PRECAST WF 2" RECESS DOUR L14JWMLS 411 a- SAFE LOAD - POUNDS PER LKEARF00T TYRE LENGTH an oral-4• eeft IRFI a6'Iea1 tt a1 BI76••I1 mlo-te W14-11 WID-1 o72- lOrr1 le ltiif0 1 4'-4' (5n PRECAST I= 1749 3755 MD 434e 542I SM 76V 1671 J691 6206 6139 60a0 447e 101lS 4'-e (54' PRECAST 1494 15M 300 23" 3m 4141 sm um l7a 361e 3 663! am 147e toa0 5'-8' (8B') PREDiST 866 no 17m 1718 m7 2U9 3402 sm 1117 24M 4567 101 m m7 1311 5-10'(70 PREiItt 810 o 103 Itm 2124 taw 3n4 37m tt1] 230 4242 M J somm 6,, F7iE 797 001 1623 Sltn sofa 747 9445 73M 1m M. 31M 6811 7, ale 106 7-6' (90' PREAtiT 869 70 1410 LOS s776 3743 7t79 Iil?J 763 um 24m EL 6741 on 9 -rT (1197 PREGSF 411 4M M IS6e 1 2753 1 3120 4011 3142 626 11e 1 1505 t 2251 1 3121 4150 669I 1) THE NUMM N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FR70 ADDED REBAR SEE CENEiAL NDTE NO. 4 Ct]ffRAE NDTES MR MTERAL LOADS FOR b-unmewrf ao- art1Ft1A nnna 1tA un i A V SA PLF LENGTH TYPE 8RU6 8RF6 JRCMU 4'-4't (527 PRFPAST 758 757 1164 4'-C (54, PWST 694 693 1073 5'-W (067 mum 408 407 655 5'-10.1,70') PREPAST 382 381 616 6'-e (801 PRECAST 595 788 464 Y-0' (90 PRECAST 509 674 363 9'-e (IIe) Paum 370 1 490 j 214 SEE CUNDLV. RQ1E 1• I mpd~rdmrYd t &-t , bemkb. d 0• t. b t cb tlp••. dd0m , % A - 1p1 13) =W. m gt6d4 miabes dl ISW fr62• d a0r VMaM e.e. e/t4Wla00D1s" w tOrNo• rl Wuotrlarrn NW Vil 7gor pq In b bald s4ffiavalr dB w4d • .egl) d IW Wd Qda.Q b t• 6 ba Wail T 301 WINrypYiirSMAAAWMbdIwidaldbe/ S ho y9g06yb apyrywd be1 N by0b W 0e a tuYLd boo • 6d• bftdl &A-L tQ 1i1 4ld Eebtlt al •m w tdi ba 4•e nol bar YIgN .laa 1 I 14 rM md b.16• od r0a.s 6b al. kw ko ad bps btp drn1. 3)14ek. Id nvw bw ad Ted Pith 17) Sab It•b to .tpt11•p•d Or" fads 4) y' kh 40Am .!.deb. W real rdtdb0 la 11) W% I.olt lctd a 19"d dtdl• amllb,Pr td dm wd AP 3b fJld$ 7 • 2 11 4mZy tiO6 04 1°s rweFa 4 et R w1 f 1i0 11) Nd1ad M"al teN a a>n w .pd h 9• Msr y p:6ne sd reAwd adad. at+ory fib F6 ej Ob.a IY BW rr dq! Wre 0 Al autl 1MW 171. eQ n 4• al kw a" ?noOt1C! R6T$tltD Gh 6. d4a. m4 .=kw nww e Ar cbev54 dx flak 0 9r. am%wo utWf lli otl Awytmcc0b -022' @. 17 aW mg b tlA.W W W A rdaa Dou 9 bt k./cOta ercllWd s1 .ofb do 11s rdmaed D7 C-1 6J 7M latp.r r/ a.IW awlw / bt6 bra U. od. No Wet q tdlle6 `.lia 11a1ey costal we @o d ••-aq I= an 1co m - Nd bid 10 Nlb. t 1010d4dtda b b bald d 0• blbe d W 11>VI —1V 1/2' CIR TI SEE SAT£ LWW LOA TAeILS KR1L10IEM- D PIRIpl r 13 FDAR w o7 OW SAFE UPLIFT LOADS FOR 8" PRECAST W 2• RECESS DOOR U-L94TELS 4wsr+4na SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Wf- IT 11-1 9611-1MA-11 I WF71- evm-n 00-27 6- 0014- XMM M2-1 IMS- 4,. 1636 23R S056 JM 44% 6140 t105 I= 2562 3m 3751 4445 6140 4'-B' ( 54' MAST117 104 2272 2M 5607 495 4145 69 1604 nn 213e 3607 42" 4111 51-6• ( 6r) PRECAST W 1109m IM 2326 2354 3311 3111 fits I2e1 17ln 7376 tam 3w 3111 5-10`( 70' PI6]iltiT as IMJ 174W 20 A 2773 32U 27C0 VA 1231 1746 2250 1 7773 1 7'li e d-B ( 80 p1TETi1ST 570 m I 3M fJ0 1m0 1326 37Se 7'-6' { 907 PREGLT ms 742 13M ' 6161 606 US w1aul nm 9'-B' ( 116 PRdAST m . 42 ee4 2166 315 6m Ion 2A1 1) THE NUNBERS N PARDIIHE95 ARE PFRCEW REwC KS FOR GRADE 40 FIELD ADDED REM& SEE 0D0709. N01E NO. 4 k!!fl liEfl Ei2 BEi& TYPE DESIGNATION F - I01m mart I U . Wg119 F FWcor wf V o f •. FICtMR 60I0 I. k• El j611D•Q1011W O 110LL GWY r uc J.a.t.0 1,AfJ 4tt1e E,LO PRODUC71iIIV156D._ b_i_/ 66 G10@lm 44 m0fa5 Z!zoLi bamor 1,eyt et10I1. Y10tfd. Contld AleomO. lb ! wqe?,OZ WMMR.35504 rmr/raa: c:- nrr7ar l raC.:Traca6]lQ-. ia6l9: trm>:a,ta;— rrt; rrfa rr. l r_tt•Ir1rrtiot :r>,rt:: DETAILS FA4 i:rA In;Vwr.yam. ri14 t771:11T0n:r18tT 7Aii7Sr1:1 Ir,a,w:cnaa.aar.: uv4.ns r—%rwr re © NORNEWAIM M IAMI-DADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMiNISTRA,TION DIVISION hGaml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.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 Al-IJ). 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufactiuees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MI tUADECOUNn tcl NOANo. 17-0821.18 Expiration Date: 09/11/201801ApprovalDate: 09/28/2017 0 g l 2 Slid 17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per 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 System'IlManual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE, SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast - Crete 4", 6" & 12 " Lintel Safe Load 'Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 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 Mami-Dade County Department ofPermitting, Environment, and RegulatoryAffairs. 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., certifjdng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AM. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmiling No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.2.36, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and 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 08108117, signed & sealed by Craig Parrino, P.E. 1{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-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'r TYPE w sill" VGlLA1 VL7 varir r r vareul a Sf'ai7t >• 1 1 4" SOLID LINTEL DATA TABLE E2r7I 31`. t'' ocariC5ilf3!2!l r= rt3l:;lE7a>; lI3C'irttl i a- 6" PRECAST U-UNTEL DATA TABLE 7 lClff!i D'iL7* F 7L7L7t)>i ia' m uta r:ua! oca va:. rIc>i mn a i tc;ar..u rcry rur=.=i::.I r:.,t:.ioarrvcxnrsanr.•rn r rc,awcr i alrr. r ac. re ara nrr rtvrarvn.-.r+•.ira vc rr[ lr Yrac=irat9crts>r+nrzvtzao alarrlc arcs-rrrara:f.rMaravom rc rFsn sar9F i ira rz a rY1Ci LT.-ZF?T.7rFL'..1mLiu— rta..,rtaa rtld7 r:1. 'JRltrAft'dM" r:!_:vtte-a rrc r vru L Ear,.:.,:rt2'aV=drrc, rtra M r mew ram. euo rrcu can r;ci.r z:rrr'r ocari. 110a llwm wlno A D M mo m moo Mlao" Q D Ama®rt tiOW= LM AID 44MI r tt/aop= Oo *MrUWM omm ml "M amp COIDQtr "-=M Q4t. m WOWD.QW t/U Ma AM ADD N H AM N MM 4. trnm wam. no it no%*=S-form a== SISMI O N - W tD M DA . OIOI AID It 20 rw am ® R QQ am== .AtD in,[DAM - IN t! tm[s tttoD! A - Mr IIQ 10.. tner 1OY. ttt r - ., QQo M ffQNFMM. UKF s== UM am rttN nCl mu r[ M "a OR UPS to It ma WDIM ! timDo FINN ISO OIL W . A D tt SMS M&S AM ZDSWO "M ft" v" ( j rH PRODUCrRE tSM t:. otmtayllm trltA Atoflri G ,.. Btma GEM • ' ,O . Aomp mcoW l -0 V./g lmof)uCraMinm oPatta. 0. 4 P+P n°° /6 'sya001"iay a au Ad i 7r it1% •'cRNIo 1 O R i, G\ • 6M CAPARR679k SEFFNFRR33584 imon OF I m0 PRECAST AND PRESTRESSED LINTEL DETAILS L7d13 p j nc wnn wst, ww ac ,oQr wlw swD N =Do IRi:TJ ' pd oQo awp rrt C" PArmr, AL uum ,ant 5® 1 Q t C LEMM NOTTS I) W4Ad¢ - fi C " ppp ]60D p1 d Fd o j YKA eocn/u par eayredw wR. . 1 epr /S17.f , A ai•nm mt imW puwa prpe for 314 i)NagodwSeubed+tolks wMM=bI In 1as gym a t/eddoac dgy 407t b.afnB bqN 3) Prar1Y bl rodv bd w bow W& 4) % CrAw in dvalbedb teBedo W Pn.ed redo:9te for Vd• a Od wd reb.a tmvk V 1< rtd.diar 142• flood (,u7 . f926 IU 1428DO B) Al Bleb mat or eued de0s3e. humors 1Yid 4Pe • I7ID 1 -1' t b•tv aide or oa.td I/la0 ddWIDN Ua b 6" b am•'av nediu I6. IwW BOB" cods 3eefdo 160L3.1 a gllkdd 0) shm Md bhl. .,Rd 7) 4' ab 0dob to be W" •/ 4 •manor barmrdd ad Ir Amexmmdf"A.LLt d 0and/a ,,Awa Mnaa ,Wd M* AN be m hamtoml r mahb >aliotl nI mum" 04 6-I ' IL5 MAN Ib. Dada b 14 Ib. oetaw ad— .f Odls Ian Is e v 16 •rm eld ba e 0 oalt9 d e•eeo opplr n eomdoo M. . or aIMONO 004* 1Q. b 02dd w vatted C u.em albb.Mdd Ledd btW--.°Ban 7ub•IbM ed i S IA Mo Iad 16) for em 1 0 Bdtt blob al M1% mo .de b.d from ovd low UVA da•n 10) At Bdel k4b+ ad Am ba e.0 bad h•m ml logo 4.0 0. 0) 3e6e bob m mpbegead .lmslb b*& I$) Taft bode laud m xbW dedpt amob K b Tod and m 31L It) bmri od. mmuy 6nb (BGW) da. BM 40d Sr da 41*1 siab SAFE LOADS FOR 4" SOLID LINTELS W-44: tt'0 GRAVITY LENGTH TYPE 4S8 3'-6' ( 421 PRMW 1180 4'-0" ( 481 PRECAST 959 4'-e ( 541 MAST 789 5'-10'( 701 PRECAST 460 6'-C ( 79) MOO 360 Y-6- ( 201 PRECAST 260 9'-4' ( 1121 PFMW 156 10'-6>( Mr) PRECAST 116 CA><7 CR417M UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-C ( 42' PRECAST 687 371 4'.•0' ( 481 PRECAST 597 320 4'-6' ( 54' PWtm 529 258 5'-10'( 701 PRECAST 407 148 6'-C M PRECAST 360 I18 7'-C ( 9n PRECAST 280 87 1121 PRECAST 187 55 10'-C( 12C) PRMW 152 4.3 Dr d. dt r .ul erobbl. aandald t I m LM .d• rd uua br r..• . (1 6 R8)AR FOR a ID(W edafof•g loodrs "ddbl ••am ow at d-oM from Le 1/Y GTR tYP ti-v •7i. s OMAR RM I2' UHM ta. at '•,+ 4. 12U8 12F8 12F12 12F16 or GR60 11) so" new eddd 'dw 10 w bmw at Lb albto d B. tad M*. t:J ` , L>• V rxODUCTMMM 6U8spe6F126F16';'-t Adearml u - o Zl.lg Sr .' • • B+rpl iade N8 '•i Y • . t,.:: Lj.: ''ii: TYPE DESIGNATION n. . rr-maf• aou/ab- SAY1 • • • • %a: + ''l rr• f:ia ='t:i1 I - rm°° raatsmnae data• ' ;• c Vc n i.' :i:r: 12F16-2B/ 27 :'; :• ::a„ , '!"•?`•is; . red.• a... ..+ u:' ;V ^ •: : r, B)rn+ mrst'maBd :.f•'•,: ti:)Ltoy:; ".<,SC4;. • 4iZ,r T` f n^,,,, i. Ftle' aW • Y. •1S: 'i i`. \•i of J•'' J,>.f'. . i • .Y. : AT'.f•. • eoS 4S8 :'i .t: 1 •' o P • •. • • • .. • • Y Y G 12F28 12F24 121`20 uma •. . • ::r • . YRODUCfRLVItl, T u•mwrrtoms ' S• J mwn4d>. BwiWOgPtaWa rooa roee. or 4i'. "'D : $T Fj ' Dulldtett Gbd. tl B > r.o. r• • • •> • . . . . 5 A * CRAIGPAARiNO d..e. No , -° ° • 1 1r MMUK M", `' R 10 • MH CRM 8 BF32 6F28 6F24 6F2D 'irsS.OO` RS 1ER F as 1=1 fly[ Was" fflu1*44760 Bat d >CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES d 1 /LLtJ naeo • , : ,. ro fBt RILL OE06'.tl IWA1 a0 MU MM SGIL• I t RtfE I pmzta Rb wlta PA - no. IG 4osd ttltkfA Lieu 9010131 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS T *—u SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 61S 011-16 6FIZ-10 EFIB-1 6170-19 61`24-10 61`28-1 6F32-1B 3'-C (421 PRECAST 2332 2676 3692 5050 6148 7227 8297 SW 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 72Z7 8W. 9357 4'-6' (541 PRECAST 1654 1887 3633 W50 6148 7227 SW 9357 5'-10'(701 PRECAST 1067 1260 2198 7 5734 7227 8297 8225 6'-.r (78) PRECAST 949 1078 1831 285D 4328 6737 7 9357 r-6' (9n PRECAST 779 80 1459 2188 3151 4524 6654 9357 9'-4' (112') PRECAST 564 86D 1056 1521 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 566 695 1270 1706 2236 2M 3747 11'-4-(13n PRECAST 457 513 W5 1133 1507 1952 2492 3163 12'-V (1441 PRECAST 425 477 744 1042 1377 1769 2238 2608 13--4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14W(16111 PRECAST 351 392 6D5 83.5 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1198 1437 J) THE NUMBERS IN PARDMESIS ARE PERCENT REDUCTIONS FOR GRADE 40 REID ADDED REBAR. SEE GENERAL NOTE N0. 4 C— I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS F-0R 6" PRECAST H.UUTEIS C SAFE LOAD PLF LENGTH TYPE 6UB BFB RCAtU S-V (421 PRECAST 587 1055 596 4'-V (481 PRECAST 487 787 445 4'-V (547 PRECAST 416 609 344 V-10'(701 PRECAST 3DO 350 198 6--6' (781 PRECAST 263 496 157 r-6- (90j PRECAST 222 367 116 9'-4- (112-) PRECAST 173 352 74 10'-6'(128' PRECAST 151 278 58 11'-4'(1301 PRECAST 139 311 49 12'-$ (1441 PRECAST 131 277 44 IN-4'(160') PRECAST 117 223 35 14'-O'(I6n PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE )8 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Wrn* fly SAFE LOAD - POUNDS PER LINEAR FOOT LENM TYPE 618-17 6F12-tT 6116-17 020-IT 6F24-IT SM-11 SM-11 S-B' (42) PRECAST 1412 2074 1 2715 3358 3997 463E 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3552 4055 V-101(701 PRECAST 831 1222 160D 1979 2357 2736 3114 8'-B' (767 PRECAST 723 1 1097 14376 1777 2117 2457 2797 7--B' (901 PRECAST 141 865. 1249 15446 18/06 21356 2431 9'-4' 0127 PRECAST 575 671 960 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 482M 787 1121 133 1551 1786 I1'-4'(1361 PRECAST 474 404fol OBS 985 1213 1442 1645 1Y-O'(1441 PRECAST 454 357 819 88B 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 738 90B 1078 1247 14'-O'(1681 PRECAST 36B 285 475 677 832 9B9 1145 Ir-4'(2081 PRECAST 253 208 33B 476 555 693 803 THE NUMBERS 94 PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCTRbyum m -^ 0*3 "iW dm Flmtdo BeDd: Qod+ wacPunceD3m 8 fay VRoDU0r RAWd. Yp44/ CRAIPARRI O'•` 83248 OR 679yD-8 QNAL,,,,,•' WRN6LR. 99684 449"f'E4t, FLP.E.MN0.44758 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES fa x= 4691i 14 M XM AVM SCAIFi Ris AWE+ shW aLLGw m awe nraeo, f.[. - AEa fu UT3e 6Re Nk tNsl! 9itT f of 3 R SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS WIN-4411" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 7 YPE 12UB nf6-28 12D2-29 OFIS- 1200-28 IM-28 ITA-20 WW-n 3'-C (42' PRECAST 3428 5000 15M 7619 9352 11080 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 e-C (541 PRECAST 2396 3464 5304 7810 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 23M 3218 5234 11060 12755 t e-C (781 PRECAST 1383 1906 2079 4196 10032 12755 1 7'-C (On PRECAST 1138 1828 2131 3218 6758 9783 13524 9'-4- (1121 PRECAST 795 1216 1535 2230 4107 5593 10'-0'(126') PRECAST 614 1043 1295 1853 3323 4334 I1'-4-(1381 PRECAST 518 945 1162 1649 14' 7 2893 3719 47412'-0'(1M1 PREO1Sf 456 878 1073 1513 2817 3333 413'-4-(160') PRECASI 359 767 928 1294 218E 2743 340914'-0'(168') PRECAST 321 720D 865 1204 2017 2451 3106Ir-4'(2081 PRECAST NR 4514 631 eel 1428 1750 210219,4*(232) PRECAST NJt 3 33 477 700 1152 1380 1609 W BE iC11mE1is n CAAEIM ARE FUMM KMXMJ. FD.4 am 40 FED AM CRAB. $Q cam NOTE In 4 SAFE GRAVITY LOADS FOR 12" PRECAST W12' RECESS DOOR U.UNTELS 4wsr-tom SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 120 INS-28 M0, 11MI-21 12111 022- n1926 129F3D. 4'-e (521 PRECAST 26M 2942 5468 75M 13679 15M 4'-6' (54') PRECAST 2319 2740 5468 7584 13670 156T95'-e 88' PRECAST 1347 1841 35M 6395 9 13M 15871(, 5'-10'(701 PRECAST 1259 175E 3351 5954 9j 13679 IS6'-8' 801 PRECAST 924 143D 2833 4415 1 14M q7'-C 901 PRECAST 703 1203 215T 3494D 96 119'-C 1181PRECAST 29 B43 1451 215) 5417 8350 U) DE tl OMM 0 FAWIM 55 M nMM I MMM Fat 6RAOE 40 FOLD AM 93AIL SR 44 M NOTE ND. 4 a 1 V 3A LOADE LFF LENGTH TYPE 12UB 12FB R. 3'-e (42' PRECAST 1295 4841 39 4'-0' (4n PRECAST 1295 4841 2994. 4'-C (541 PRECAST 1049 3922 2417 5'-10'(7n PRECAST 681 2547 155 6'-6- (78r) PRECAST 579 2187 1 T-e (900 PRECAST 474 1771 914' 9'-4- (1121 PRECAST 355 1326 58 10'-ir(126") PRECAST 306 1143 45400 11'-4'(130) PRECAST 278 1041 38 12'-$(1441 PRECAST 200 971 3 IS-4-(160') PRECAST 229 857 2 14'-O'(168") PRECAST 216 809 251 17'-4'(2W) PRESTRESSED N.R. 162.1 19'-4'(2321 PRESTRFSMD N.R. 534 130 iLL I.LML N. Mar. 10 4'-4' (52' PRECAST 4'-C. (541 PRECAST 5'-8' (6n PRECAST 5'-10"(70' PRECAST 6'-8" can PRECAST 7'-C (90' PRECAST 9'-B' (1189 PRECAST PROWvrkBvL'xD m1d1 gJ vi0 Uu Ptmid DNo 0821.18 SEE GENERAL NOTES — SHEE7 1 OF 3 RCMU SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS ICMF 0M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE INS-21 I7 IMI 1211B-27 IV20-2T YN24-IT 2T IV32-21 3'-C (421 PRECAST 2752 4287 5613 693 E BM 9589 10915 4'-0' (481 PRECAST 23% 3721 4872 6023 7174 8325 9477 4'-C (54 PRECAST 2113 3291 4310 5328 6347 7365 M5'-f0'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-C (781 PRECAST 1444 22 2972J 305 4378 5061 5784 7'-C (901 PRECAST 1267 1767 319 311D6 44f7 1018 9'-4' (112') PRECAST 1026 117 2006 259 3087 35 4079 10'-C(1261 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1367 PREOIST g5B 829 1404 1982 2441 00 290 3364 12'-0(1441 PRECAST 814 753 1269 1785 2201 2818 3032 13'-4-(180') PRECAST 678 633 1057 1485 1828 218N 2513 14'-O'(1681 PRECAST 622 586 974 1365 1679 1993 2309 PRECAST 434 427 695 064 1182 14 1623 F*( 2081 23Y) PRECAST 368,j 3701 593j 817 1002 1)87 1372 Ip DC: I nM= IN PAWN= AU P'OEIn CMCM Fat ONO[ to FED AM FEMC. SEE 413M FM M 4 SAFES UPLIFT LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS T.6v n SAFE LOAD -POUNDS PER LINEAR FOOT SB 4'-4' (5n PRECAST ISM2M 3746 N 4'-C (541 PRECAST 1558 25M 3602 55 Cw.5'-5' 681 PRECAST 1210 2042 2850 i5 5-)C(7DI PRECAST 1173 1984 2769 17 6'-C (801 PRECAST 1020 1538 2126 14 7'-e (900 PRECAST 904 1228 21 tp',TS' (110) PRECAST 703 7)1 a 1472e ENa'' mMDEACPE4CDAm fat J3 SEE 000k NOTE N0. 4 C3cor.1D1ftf7wt4o PRODUCrRwmw 44.7 P+`` CRAIGPAFIR>TJDsi Alayu,e">,o 00/o0 4•' 63B4CR578 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES MIAMI•DADE IMIAMi-DARE e COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIv1SION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mymmianudade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction Al-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such. testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, 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. MISSME 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. IAM DARE COON l j P10A No. 17-0821.19 Expiration Date: 05/21/2022 Oct f Z8 ) /' Approval Date: 09/2=017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 94 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. D. TESTS 1. Test report on f exural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-S29-94, prepared by Applied Research Laboratories, Report 1& 29702B, dated 0 713 019 7, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fled Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #S rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-AII20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. ey A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for 95 rebar by Birmingham Steel Corp. 1Z Quality Control Manual for Cast -Crete Machine Made Precast Lintels elated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t -"4 4. &_, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: O5t21/2022 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 Jame 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- s Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #1.2-0209.13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #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. OTBER 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. d Az, elmy A. Maltir, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMPTTED 8. EVIDENCE SUBM rITED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega; P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffefmy A. Makar, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., cerl6ing 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: 05/2l/2022 Approval Date: 09/28/2017 E-6 L A•JDAlt- smups32" P -- s...- WA He S.ngBs um 6 LS' 1[:'fIT CS7D T ' fIC7iDLL1,7::lLtiCchiQ iiA, fiCSie[ILl f7Ef Dc!..l i DcIl!.li[i>i[Qf L Q 0 i5"52 ARAA 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE r 7 iC11.' 1: Ir.,".' I iT(1•l_;1Y1:1 VY:i'fS7SS4YlTi i77/O 17: Y L' _'I I' 1.7 t] I;.T*. ice m m ilU E)D Af ii! D";.Il F CeLI a 15"1 CAl=Affw37 L''JI[c`L"::JTI'4?•.. DfEm.'_f1F]CFJ G/!.f l fJC F i[S 11LL• F1iL'afJi'::IRI`n','!1[/E:L"JF1Gli©/Jt1• n Sri Er>+v r: r cue rtk F...r a.L l• e' r"*ar=dffm7, r=FIL rtus!T% Fram or 1W T.9m14 W npA m/4 %' 4ITIYtL I.1atm 4u". .nnn 4nlrmnwe LEE FAeeC11Ew uemR .' A 410.. t IM1 m x a w4 mi-r rner4psW 7.IS Zeta trrII r-- n 4rnisnw»7E .Ec r ...+Anew wE"EL v YO E. 4eAIm !s emu us 44 AeN Nlh•me as mb4m4 is almlom slum"" PA 4s1141n alebl IOm46A4M emE®M c " m mE mm um m mmHg anem A41e AdM — lla Or sis"m • 4. mm nE la 4 E Al4p»vel f. - 444E A All r Ili eA4F 1m44a slmlm s Amnm A/b mmo a4Ene/ 1'. • owe Poll ms ALL nM EACH SM wcusl a Am Uelns. a u mmlm or reonrn= rHM rm O4TA W [ IIAT Ia aYm m Im0 a. emt& Pusnpo /4mq - wo Irr. of rmOmm Ulm xmmmem cm L meYremy rmle6'aln l0 "m urwm 1s4 Wmlem Paoli. r-e• 0.012 126 IMW a -Y BAR r-a' A A A e A_ lAi4 A 4 7 s 0 K"R e 0,992 4 p, BOG\'+ ......., Elva • '., rmnnucroevlal r.[o4dyhs u9A4r PbY4 A nap• o 034.7. CRAIQ PAFMO y 8p32 ApCR 610 [a r 4' \ . FL =a • a pfl g1 NC,• • R..PZLJr.No.44M am ye 0,104 s 7l n a e o... e HEAR I l 7•0 1 Tba RIOMMV PVVW7W m POMW [011 AN= ~AL n is a= By aDfleme %M Alb 4m a m4AlnefBEMUNU wwx notmm rmnm Cassell UP 00-a m UL 014 A& A _ _ Tem CAST—CRETE B" LINTEL FABRICATION DETAILS QACP n0A\ATV I r1AnC FnR A• PRPCAST 8 PRFATRP89FT) U.1AMI-8 nlmnnec i mar Arol S F01 w SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U4JNTELS OM *MIN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH W" wa-n aT11-m en3-n nFle-m ane-a 83 09 vio-16 wm-m vu-lo aF" a16-I6 V32-m alai-ta 3'-0 (42 1'REdtST 31 Ell 6103 an MR OSm Imt2SON4603aU7a1760741094IIM 4 -0' (4B PRECISi 1968 m6t 7751 3Na 4640 Suet 704 610/ 1tlU t$ aU 711 ION IW04 IIW9 4'-C (541 • PitET'AST 15pg ION 2110 U31 3773 45A also as 2189 4375 It'3 75Q em! lats4 It601 5 4' 64 PAEGlST 1217WM 30 1939 26W 31L1 306 42a( 7 0 5365 AM aA3 roaat7111D2563000sin2QWo7181so 5'-6' (M PR8WT y 3m1 5A1 3707 6011 71 aW7-C YD') Pt&(3lSi 7, 2M nO 3191 396 2a1 3N6 Ifiel Na 99'-4' 1{27 PAEGISi 56460 1.294 NW 2616 un w 1. 1114 34e p0 10-6'(12C) PRETASf 475 AN 1247 2 M 2m 2103 late W I= ISM 2013 276t 1751 17'-4'(136) PREGST 362 sa 1w uw w40 2m 3127 4w SR 0Q 1365 INS 2W 3122 40m 12'-0' iM PREGSi 3A e73 1154 l04 2d23 26m 3su 540 03 1254 1861 21A1 Mn 3S2 t3'-4"(1607 PI GSf 296 nl m Io7s 14m 1636 U16 203 47t 7m IWa 1426 IMe min 3 14'-0'(168 PRECAST 279 M 703 1002 132e 997 2127 20I 42 701 1002 1321 W 21D 2G0 14'-C(IW)FRESTRFSSID MIL m 0a m m M 450 7m 1370 1W! 2242 tau 2112 15-4'(184 PT1EsfREssm NA n r N, Iu N6 N6 111 412 710 1250 1733 2me 2RD M13 17'-4'(2011 PRESIR£S D N& lift a All MR Na m go 20 afa w one tw9 lbw A 19'-'(232' PRESTRESSED N.R. m la MR lot I nt lat ut 733 42D 750 10; I7R 1516 016 21'-f (25Cl P(ESTI SEO N.R m Iat Ia m IR III Ito 340 5" m 11t4 I336 too 22--O' (26n I'MMESSED U. MRNX W W m Iaf 316 220 744 10R Ime Tie 24'-D'(28n PRESTRESSED HK M Na wl 1@ IA m m 122 w 450 e34 014 1002 I2» 9AFPLIFOAD LENGTH TYPE SUB I EFB RCMU 3'-C (421• PRMW 1025 ION 1598 4'-0• (481 PRECAST 765 763 13DS 4'-C ,(541 PRQw 592 591 1073 5'4 (041 PRECAST 411 411 745 PRE> w 340 339 16 8'-C (781 PREw 507 721 490 PRMhsT 424 634 383 V-4' (1121 P(ffff 326• 512 230 10'-0"(t28' PRECAST 264 401 ISO 11'-4'(136'MAST 250 452 154 IZ-d(1441 PREOW 244 402 137 IY-4'(160I P1IEOW 217 324 110 14'-0'(16B")PRIMST 205 293 100 14'-V(176jPRMU1kMM N.R. 2$4 91 16-4'(Ille) PRESiRE53D N.R. 259 83 11-4'(=IPRTSUi1M N.R. 194 64 19'-4'(=0 PW MRESM N.R. 148 52 21'-4'(2%1 PRESTRESSED NR 125 42 2Z-e (264) PRMRM N.R. I la 40 24'-0'(268) PRES1R7S59/ N R 91 33 lbr_*r 19' SAFE LOAD -POUNDS PER LINEAR F00T TYPE LENGTH 011-0 11MMf U20-FT IM-R ef?a-17 MIT OJI21 6ne-D 020-V Mu-6 eras MM W 3'-0' (421 PREGIST sus 43" sm Ito 10M 4304 3161 eln 7001 4'-d (401 PRECAST 23m 3m0 3015 etoo 23m 3010 Ale elm aW04'-0' b4 PR AST F,31 ma 2M 337S 40Q Q I 0375 2010 Z>D 3315 OQ AI sm 5'-4' (84'i PRECAST 01 M Sus a 4622 i)K 7a7t 2ao Jb PRECAST tart 1N3 3 cA M6'-10'(7DI W W3 3 0,—e(76l mT e N 2= 51W407M6e27W517'-C H4- 90') MAST 70I t I624 7A2S mD7y1224IM42W24m26D9'-4' 1121 PREiW NI 7W It3t 474 1615 2 lo, M4 I„6 leaf Im 1d- oni PRHi1S7 ma 91e 111e lult TM9 201110 070 03 lod Im W Imild 2349 11'-4'(139' PREdI$T Qi 04a WD mi 1W7 md Mod 1513m 1753ra 424 W IOMOI t3n Id I80 d 191SId 216 12-0'(144 PRECUT 470 6 45sh Mwd LM ad ItMwl 130 195ad m 26 901W JM&j Moll 181901 gals IS-e 1 PRETAST All 306 IIn? ad Im 0e4 flQ 1373 4111 . 400 m A IISW 1410 1 tOa 14'-0' (I lin K 1i:m 3e4 36e NOLA 7M 1461 1ro 410 420 m hill IM 16= lea IN? 14 -B (17C) PIESIRESSED Im m"0 ns ae ne 1131 24b 3" w ld Ito imil I t61e 1734 13'-4'(1847 PRESIRESSTD 7>D 313 303 AM 01e 6V own 761 1 fill 14SD 1034 O 17'-4'(208 PRsTi Ito 101 306 4oS eN s 1Dt t0'-4'(2321PRESIRLSSED 112 to 23 263 30 As 4n a3 s47 a fl I47 12D 21'-4•a567 PRE 111 2D1 307 3W aI 50 60 42 im 313 SA 73I 0m too 22'-d(2641 PWTRESSFD 13I a I sn U2 a6 43D 177 2U N6 13 m au No 24,-0„(28B PJiFSIRESSED 114 M11 2n 342 16 492 IR 114 316 455 606 0n J) THE NUMM W PA1TF14D M /RE PHtC O RM1C110N5 MR ORADE 40 Flail AWED REBAR. SEE CDVAl HOTS.'4 ON SW 3 OF 3 4 SEE CUM WE W 18 ON S M 3 OF 3. PpoDO U) TpK 9AODUCTREVISFD e complying,raL tltt FloAde m.ODWT2 dbq Code 0OP11'bt+.M16aa7o 6ec*ao A10 mo,s OEN Dtdldiwm OWe A No 0 T2 oZ2%•/s E O6IoZolt Ro m•37 o ypp' By cowl NFRLL NOTES - SHEET 3 OF 3 f TEI A' Ti 55 ARE PUIGINI MUMIAa45 MI QMM 40 SEN M WE NO. 4 ON SHED 3 OF 3. PAWN? aRsYwM71Mbs67aida CROF1VOM 8984CRQ9 Summ R. 66m F L Pb LTC. N0.44768 8" LINTEL FABRICATION DETAILS N RAFF GRAY TY LOADS FOR 6" PRECAST wT 2' RECESS DDDR U4JNTELS As4m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH aRu6 e21F-0D ilfl Ml sn&4 two- tiwo w*-w mm-1 WWI ton- se21-Ie two- 4-4' (52I PROGST 1635 INS 3155 0 430 501 IIV3 2667 Iae1 SWe 52W QIA e010 D4Te 1019I 4-e' (541 PRECW 1494 6M176eSue62w Sow 4479 loses 5,-8' (651 PRECAST 866 1770 171e 2277 209 31 sew 1197 Mal 4507 07E! e0 mu s311 5-10•(707 PRECAST 8to W9 169 IUD 2124 2640 3174 37G0 1113 2N2 4242 E631 7 aeMdd00 6-8' {87) PRECAST 797 101 Ie25 3120 WA 7747 woe 73SD 901 16m 3120 WO 7e15 e479 1 i-6' (SOP) PRECAST 669 755 1410 2459 3776 57a 72>9 Am 7e6 1410 2452 377b 6743 1 9'-0' (118r) PRECAST 411 15w lt53 312e 4001 slot 510 p! 15le 22St 312! 4150 5691 6AFRLATERALLOADSPOR mrd%AardT• Memo llnn. lu MTM A V 4 SAFE LENGTH ' TYPE BRUS 8RF6 RCMU C-41 (5* PRECAST 758 757 1164 4--6' (54' POGIST 894 693 1073 W-r (68') PRLTAST 408 407 865 V-10'(701 PFRW 302 381 616 6'-e (80) PRFGM 595 j 788 464 Y-6' (9* FKGAST 609 674 1 363 S'-e (1161 PAMW 370 49D F214 1) THE NUMBERS N PARENMEs18 ARE PERCENT REDUCRONS FOR GRADE 40 t SEE C04M NDTE 10 FB3D ADDED REBAR. SEE CENERAI. RM NO. 4 IQ 1 ut4ielmW9f•9t IWO edlu d IMta M opbaafeoenL h 1' aeimd U41 w f0o0 anbl'3 7t'(0 InJ •1• ful 13 1b obtr mleo d idtH Imh9N in n4fa.M01 C• Wei rho bm, ddoOAd •r MPrau4 aed:P n• A1N A6q b D•.1nwM 1r rsysyM ln( aVe IU tbd e WS• Us «o3h41wdn0Q> t 6ri1e4w d. N NRI VIA." 4'•i 27e W rdt}I mr.Dt NIII 1T1• t wd0d I.d A/id b.dm.ld bd bo t IA 21 N .M id t he Yml of •iry 41orL p A 1tgAq faaLfs .• hMdtt f Ydd A/ M_ }Op o•ol M y•e a Ew.e+l MMr1 @m Lb 4M Idm,dd d IQ 7Y aAtlW Nb MfIN• ri Omt m •h d eem Iet a ftN aecaR e I IR fw O9d bt0• M 4oa ms aA Imd bm W both ko *:m ftMb ee Wht ld al I" J" In Sdo bd..• w dcrud dbnlb b.h 41 r to go mralW c t%w be tow 1.6%ft hrr IQ td• Ima b•d m rdk d ifWp m4bd wd ACC 0• e1•*0 Ao 3W rt' lea3e&r !• N - a 501W p pip tlrM bm°my W.Y a7 •m• Or tdd A• ddd 1°sG:• &W Q N 1d@ Rd mid Fmtlhsi F In• -1' .d bla nnb 1t0011Cf ItF1 7Y'rD rog 6M t1•vr It01A1 q ,III- nwe AMID %Q%W rMkA Q Shn Rr4 Odrb m Iig1ME Awwui"i. tb 0 2.2 • 0q J7 rd•t la7 b NLIOAd lit bi ji rdas 61 mO ID br1 W Ih•d nd wmyb n7s On rdSrdod D7di Q bn iA0 w .•md. •i•W b.b b.. w re4 Irr I010 y 7 i•7lyd0t i tAme m49Yi momml d Rv d '7 40 0• 16 ea - ed add 10 NJ. Edl did ,4r b W bold d C. W. d 1. UN nry. In. rt SEE SAFE UOEAA LOAD U= FOR LWO R017N0 MR RICH 161) IDLDDI [ LPEBAR aGReb5. SAFE UPLIFT LOADS FOR B" PRECASTwT 2" RECESS DOOR U-LINTELS 4 wSt A4t[19 SAFE LOAD - POUNDS PER LIN(?AR FOOT TYPE LENGTH tlerlr t0-I eAn4-1 e-1 eA77e- n eua- tr a n a m-21 an eau am- w3e- 4,-, PRMW IM23t2 ease 3761 4446 e140 M- 1 Ion 43C1 3= I 440 140 4,- 6' (54' PRECAST en teo4 2272 2e39 3w1 4V5 490 Op 1604 2272 211% 3W 42A 410 6,- 8' (6n Pt+f= em I IM Wbm 2E54 Ig 3392 3111 05 tM 1797 232E 1 204 33e2 3911 5- 10'(70o Pw"s W 12W 174 22E9 V73 32tt 2789 td 8W m 1746 2AB 277J a 270e T 5A m 1 19e0 212E 261E 3M1 bm 102o 100 IM 248 200 3329 7'- 8' (SOP) PRECAST 5" 742 13t4 I tiso 26Q SO 6w Ew 1304 f183 216t 26q 216E 9,- 8' (1161 PREfW 3e6 . 4ie M 122! 154 1 lle0 ms bw 1072 13et t0fe 2331 j) THE NUMBERS N PARMNSIS ARE PERCENT REDUCBOIiS FOR QIADE 40 FUD ADDED RMIR $EE D[NERAI HUM NO. 4 TYPE DESIGNATION F F - R1I916e aeRll / (V2 • lOeD1E0 101 1 1009A BF16- 1 S/1T zlImW J m ItWAA TeMR* v y,• 1- 1h'41W J h j. y i •; GlY v jS El31Vt AT lOIIW 0 Lem. Um t,( EN • i B Ib 1p jwt Timidro mmmm Dm ° a• 19m1 . 44 j 2R= arR0V1Ep12 U.GMORmFbrM. ID' 7 72'.• {{ % /' it CRAR4PAPJWD 0M q Iofl.b0ab°/6 o.Rl •\ p' OSE4CR670 I. I .... • 6`.0.\WRMR FL 61664 rtr• nrticLQb rL-,If[ICL fY[Il:rkl: 6 e a [a. iy n aail.•ira!t e sPrn. a:n ay •,; ? ,`,ij',., C. `i"''r 1!la [ rrd Iru;ii•1[tln7 rE•zvc,la r--.. I r." r2 a1n,, a mtd 1-iAricr. I.\;w. l f•.li.l_1:f>1`/4'tlr::-I.'YIY1/IC t.W:i.:+.ta+i 'RL r .. BUILDING & FIRE PREVEN' PERMIT APPLICA D Application No: l 8 - -+5 3 Documented Construction Value: S C0650 Job Address: 392.5 Historic District: Yes No Parcel ID: Residential a Commercial Type of Work: New [a Addition Alteration Repair Demo Change of Use Move Description of Work: Pktwt.b i a c,- F1z , 0-V-L 13(n •-.S e Ifo 4'-:X- t tkc C I - L'9 Plan Review Contact Person: q c, see.+ bc,, tau-ila-er Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? : City, State Zip: Contractor Information Name R S k-t e 24 t 1 o c Street: Q-4E31 oz& City, State Zip: 4r4cx.nclo tti 5 )-8 14 Name: Phone: -42--)- - 2q3 - 3 tb-+ Fax: 2-L(0 - LPL4 i State License No.: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may Ifoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat 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 requitinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, 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 ofOwner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/A ent's Name Signawre of Notary -State of Florida Date P Sli8! MYCOMMIS 11`" 2fMJi?; EXPIRES:ar 25, 2018 Contractor/Agent isy Persona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg:- Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Revised: June 30.2013 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Permit Application i' IS07 State Road 52 123 Miller Road An r 9701 Bachman Road 1 Established 1973 iudson, FL 34669 Valrico, FL 33594 /`. Orlando, FL 32824 www.RJKleity.com r27-863-6486 813-661-0707 407-855-26M State Ucense # CF R.J. KiELTY Page: 10 Proposal No: 717-13528 PLUMBING • HEATING • COOLING proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Voyager -1826 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum oh $61850.00 Payment to be made as follows: 40% Rough In 304fi Top Out 30%Finish. NET 10 Days M materials guaranteed to be as specified. Ali w pmpleted In a workman like manner according to standard practices. Any alteration or doviatio from specifications below involving extra. w11 be exe ted only upon written orders, and will become an extra charge over and above the estimate. A agreements contlngert upon stdk dents or del r control. Owner to fire, tornado, and other necessary Insurance. Our workers arefull covered by workers compens In sura 6 c 14-101 AUTHORIZED SIGNA THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 D Y We hereby submits a mates for. Blaster Bath up 1 Shower Sterling Accord 6044 Base 72270106 White With Wags And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Budder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev Gerber MaA"Il 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kltdion 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Una With Recessed Box 1 Dishwasher Hook Up uunlles t Washer Box Yes 2 Hose Bibs Yea 1 Water Heater 50 Gallon Electric NOTE: 9ackfilling Included For Sewer & Water Only (Slab Badcfilling By Others) Baddlow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allewanoo; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specification and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal argon. A monthly service charge of 1 112% will be added after 0 days. Any sewer taps deeper than 41/2 feel or requires badchoe or dewatering will be an extra charge. ti? R Y Y 1 U,. k DATE OF ACCEPTANCE & PAGE 2: 1 13:± SIGNEDr 11i -4q Q 1 Branch: Hudson Last Edit By: Last Edit Date: 7/2712017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' — rJJ3 Documented Construction Value: S H I -ra Job Address: 3 a 0. f'd')O Y » Historic District: Yes No Parcel ID: Residential Commercial Type of Work: NOW Add Ition Alteration Repair Demo Change of se Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information n yName (` Y71 Phone: 4M -- (1)q r 1 - 3 7a-) Street: Resident of property? City, State Zip: 3a7 Ll Contractor Information Name j'i'lA_ iC IC .Cn Phone: %-{(>]-•LOL-(, gr CT) Street: l Fax: L4Q7 — /nL) 7 ,2 City, State Zip: 4 State License No.: (0a), 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 l 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 SPature Date Print Owner/Agent's Namc Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID C!ont-.1.,,1Age',n1.. fJme UAL (10 f Florida Date AV00, PAMELASTERNUS y' Commission 0 GG 110622 Expires August 7, 2021 FOie oa aondedneuaudgetNotarlSenloes Contractor/Agent is Personally Known to Me or Produced ID pe 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pcmtit Application 3g23 FINAL BOUNDARY SURVEY om o z m N WYNDHAM PRESERVE e ` c 11 LOT 174 a a (PB 81, PG 93) ow CL m (yam] Of' mJg U o0 c Z z LOT 162 LOT 161 LOT 160 m o' 9 N89.40'51 "E 9 SIR 40.00 SIR North boundary of Lot 174 LOT 174 It AREA=-------.'vrn 4,400 S.F.+/- 9.9 A/C It a2i PATIO c PAD O 6.0.1 1 1 6.0' O 28.0 . O O 9 h LOT 173 2 STORY ao 0 LOT 175RESIDENCEZ 3923 SALTMARSH 1 .& LOOP a Q O O FFE= 30.25 SURVEY NOTE: 6.01 28.0 6.0' NO SOD AT TIME OF SURVEY. Z ; PORCH Building Setbacks Setbacks: Per construction plans for MDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' O I 15.8' — 1I c CONCRETE CONC cJTFP7MDRIVEWAYWALKin ot I - SIR , S89'4051-W R CONCRETE CONC CURB SALTMARSH LOOP PCP 5 RIGHT—OF—WAY PRNROAD) ATEROAD) f S 89'40'51" W 555.98' CENTER LINE rcr- rvvi cqw menc i.iiGEi+TD:AOUSSO-Access/Drainage/Utilities/Sidewalk LB -Licensed usiness ow BFP -Preventer Sight Distance Easement S - Survey PRM -Permanent Ref. Monument R - Reported PCP -Permanent Control Point 0 - Description TFP -Electric Transformer Pad P - Plat FFE -Finish Floor Elevation 0. Deed Book Water Meter O. R.-Official Records Book 04-Water Valve P. B. -Plat Book tf-Fire Hydrant Pg.- Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc. - Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk El -Electric Box FFE - Finished Floor Devotion 0 -Utility Pole CI - Curb Inlet Guy Pole GTI - Grate Top Inlet Light Pole P. U.E.-Public Utility Easement t--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride 0 -Storm Sewer Manhole NCS - No Comer Set (Falls in Water) 0 -Sanitary Sewer Manhole SF - Square Feet INN* -Telephone Handhole O. U.E.-Orainage/Utili Easement COO -Clean Out DIS FMGO -MAG NAIL & K XV0L4-Irrigation Control Valve P. K. -Parker Kolon Nail r -Sign SIR - Set 1 /2' Iron Rod L87768 WX-Gate Water Valve SPKO - Set P.K. & Disk L87768 Gas Meter FIR - Found 1/2' Iron Rod L87768 1 -Existing Grade FiP - Found 1 /2' Iron Pipe L87768 Cl -Blow-off Valve FPKO - FoundP.K. Nail & Disk L87768 ^ @_-Orainage Flow Direction FCM- found 4'x4' Concrete 10.0-Proposed Design Grade 1 DescriDtion I Date I Dwn.ICk'd I P.C.IOrder No. 1$ 10' UTILITY EASEMENT ( P) G 0 N PCP 279. 98'1 SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying. Inc. at the time of this survey, and is subject to title review and/or abstract GeoPoint Surveying. Inc. makes no representations or guarantees pertaining to easements. rights - of -way, set back lines, reservations, agreements. and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings). utilities, etc. 3. Devotions shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " X' DESCRIPTION: LOT 174, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida I. ast Date of Field Survey: 08 14 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meats the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17. Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472 Florid -a Statutes. / GeoPoint Surveying, Inc. J es D. Leviner LS6915 Drawn: RCA I Checked: JDL I P.C.: Data File:WasaiEmt-Plat RIOA PROFESSIONAL SURVEYOR dr MAPPER NO. ....... I * Fl; ... NOTVAUDWITHOUTTHESIGNATUREANDTHEORGINALDate: 08/15/18 Dwg:ObsonEmt-1ot174 Order No.: RAISFn SFAI AV A FI nRIAA I ICFNSFn SURVFYAR ANn MAPPER I SEC. 17 - TWN. 20 S. - RN('.- 31 E. Field Bk: