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389 Loon Ln 18-1159; NEW SFHCOUNTY OF SEMINOLE IV- t I IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 09, 2018 1 BUILDING APPLICATION #: 18-10000215 BUILDING PERMIT NUMBER: 18-10000215 UNIT ADDRESS: LOON LANE 3890 LOT 96 17-20-31-502-0000-0960 j TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3890 LOON LANE / LOT 96 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS•ARTERIALS C07WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS NA 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE. SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. C°<< PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAN Y OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE flt ITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f S / 1 - 1DocumentedConstructionValue: $ _y9&k2 2LI (L4C) Job Address:..6VC 1—c4t-, I-Sne- 'SqrL,A Historic District: Yes [I No Z Parcel ID: 17-20 -31-502-0000- 0c1(,o C Wyndham Preserve Lot ({tp Residential R Commercial 0 Type of Work: New 2 Addition 11 AlterationEl Repair D DemoEl Change of Use[] Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mange[ 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? 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 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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, beaters, 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as .water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction 'value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name kA -1% Signature of NotaryiState of Florida "-bate riy Shayne Mangel NOTARY PUBLIC o STATE OF FLORIDA Comm# GG113111 E it 6/21/2021 Contractor/Agent is Personally nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical q Mechanical [q Plumbing© Gas[] Roof R Construction Type: Yt$ Occupancy Use: 2 3 Total Sq Ft of Bldg: 23/ Min. Occupancy Load: ( `Z-- Flood Zone: - of Stories: New Construction: Electric - # of Amps / 1 Plumbing - # of Fixtures IS Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: t UTILITIES: 3 WASTE WATER: ENGINEERING: °fit "( FIRE: BUILDING: COMMENTS: IRM Revised: June 30, 2015 Permit Application t +-'LJ MAIR 0 j 20e5CITY OF SANFORD BUILD11 G & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3%*( Cl Historic District: Yes No Parcel ID: 17-20-31-502-0000- Q°I p Wyndham Preserve Lot qtp Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Wilets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 No 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 Fax: City, St, Zip: Ambler, PA - Bonding Company: NA E-mail: lives@mulhernkulp.com Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 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: 5te Edition (2414) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of NotaryState of Florida ate Shayne Mangel u NOTARY PUBLIC STATE OF FLORIDA QComm# GG113111 it 6/21/2021 Owner/ Agent is Personally Known to Me or Contractor/Agent is PersonaPersonally nownto Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof [] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: & -' — WASTE WATER: rim BUILDING: Revised: June 30, 2015__ _ Permit Application 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.mangelPstarlighthomes.com Property Address: 3890 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0960 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: All New structure F] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-1 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) W E7k771,111"i , ol 111,11 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: F-1 The parcel is in the: El floodplain F-I floodway A portion of the parcel is in the: El floodplain El floodway FEW The parcel is not in the: FE-Ifloodplain E]floodway El The structure is in the: Elfloodplain Ofloodway El The structure is not in the: F-1 floodplain E] floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1159 Reviewed by: Michael Cash, CFM Date: March 22, 2018 1 R ( Application for Paved Driveway, Sidewalk or V n. Walkwa Includin i i ht-of-Wa Use & y g g y Q-Landscapi"V in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a ' driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the mow wmesbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: :;i9Q "G.—I "ra* e., 2. Proposed Activity: 0 Driveway FX_J Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is submitted by: Property Signature: Print Name:. Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email:`8hayne.mangel@stadighthomes.com Date: ^- , -44 — I 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 installationtimprovement fully restoring the right-of-way to its previous condition, in the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read_v derstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Date: I This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: wvvamuar 4VID ROW Use Dnveway.pcif REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: '-,- a? U- t 1b Project Name:7} rgzzev- Q_,, Project Address: J%g4 L_oo f-) Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanists (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. nt Owner/Tenant Signature o wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/ 10/ 15 ) Robert Willets Print m f Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # S ZOf f &5ier 6ro0k_ Print Name of El. Contractor 1 ignature of El. Contractor El. Contractor License # Progress Energy Florida Power and Light on / / Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: X - \S- \ 16 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): The specific permit and application for work located at: ( Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1 522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day Mj & 200 by Robert Willets who is ersonally known to me or o who has produced as identification and who did (did not) take an oath. Signature Notary Seal) Shayne Mangel 3 so NOTARY PUBLIC Print or 0e name STATE OF FLORIDA Comm# GGI 13111 Notary Public - State of 1 Expires 6/21/2021 Commission No. My Commission Expires: Rev. 08.12) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: xELEC RICAL PERMIT '' 4 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 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final lV c rRCAL-PE'iMIT 5 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 96 - 1769 TL Builder Name: Starlight Homes Street: 3890 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number' Owner: +A-dyy-A Jurisdiction: 5141, >(Florida 9 Design Location: FL, Sanford County:: 10, Climate Zone 2) SANVORD 1. New construction or existing New (From Plans) 9. Wall Types (2114,0 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 3. Number of units, it multiple family 1 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft,) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft2 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c, N/A R= ft2 11 . Ducts R ft2 7. Windows(161,0 sqft,) Description Area a. Sup: Attic, Ref: Main, AH: Main 6 353,8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41,00 ftz 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 Efficiencyd. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF.8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=O.O 1769,00 ft2 b. Conservation features EF: 0,950 b. N/A R= ft2 None c. NIA R= ft2 15. Credits Pstat Glass/Floor Area: 0,091 Total Proposed Modified Loads: 53.75 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 16, 0rrCode. calculation indicates compliance z with the Florida Energy Code. 0 PREPARED BY: Before construction is completed 0% DATE: _1_477 this building will be inspected for C4 r >1 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 0CUWE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier 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/RESNETI[CC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 9:4 7 AM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 1 of 4 FORM R405-2017- PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 96 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 96 Wyndham 3890 Loon Ln Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2,5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft2 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) I Hip Composition shingles 1978 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft2 0.1 Wood 1/17/2018 9:47 AM EnergyGaugeOD USA - FlaRes2017 Section R405*1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below ypeSpace-,.---RA/Mue-Et-An----Et--In-,---Area-----R--Value--F-,r.aOon--.,Absor-Grade`/*-, 1 S Exterior Concrete Block - Int Insul Main 4.1 75 3 9 4 702.3 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 38 1 9 4 355.4 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4A 59 5 9 4 554.6 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 1723 ft2 0 0 0.6 0 5 W Garage Frame - Wood Main 13 35 3 9 4 329.0 ft2 0 0 0.01 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 6 10 20.5 W 2 W Wood Main None 39 2 10 6 10 19.4 ft2 WINDOWS Orientation shown is the entered, Proeosed orientation, V Wall Overhang Ornt ID Frame Panes NFRC -- U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 W 1 ft0in 1 ft0in None None 2 e 2 Vinyl Low-E Double Yes 0.34 0,26 N 45.0 ft' 1 ft0in 1 ftO in None None 3 e 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 10 ft 0 in I ft0in None None 4 N 3 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 11 ft 10 in 1 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0,34 0.26 N 30.0 ft-' I ft 0 in I ft0in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410 ft' 410 ft-' 64 ft 9,3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 I Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198A6 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF:8,2 30 kBtu/hr 1 Sys# 1 COOLING SYSTEM System Tpe Subtype ueEfficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 075 1 sys#1 1/ 17/2018 9:47 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 - HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.95 50 gat 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 ft2 DUCTS Supply --- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 353,8 ft Main 88.45 ft Prop. Leak Free Main cfm 53,1 ofm 0.03 0,50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Coolln g Jan Feb Mar A may Jun Jul, AugovSepOct8ctt Dec Heat JannjXj Feb MXjixxi i Apri Apr May Jun Junn AugrI Sn i NovDecxiX Venting Jan Feb Mar X Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System RuntimeVent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 9:47 AM EnergyGauge(D 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* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 1 Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows— Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d, U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3890 Loon Ln, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=110 329.00 ft' c, N/A R= ft2 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1769,00 ft2 1769 b. N/A R= ft; Area c. N/A R= ftz 120.00 ft' 11. Ducts R ftz a. Sup: Attic, Ret: Main, AH: Main 6 3518 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ftz a. Central Unit 30.0 SEER:14,00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=O.O b. N/A R= c. NIA R= ft2 13. Heating systems a. Electric Heat Pump5.436 ft. 0.257 Area 14. Hot water systems 1769.00 ft2 a. Electric ft2 ft2 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: 4 .4-a- I t 9 Address of New Home: City/FL Zip: kStu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 0j,viiE S r>AJ Pstat MAZA 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. 1/1712018 9:47 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 96 - 1769 TL Builder Name: Starlight Homes Street: 3890 Loon Ln 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 seated, Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffittheinsulationandanygapsintheairbarriershallbesealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed• a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door iambs 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 seated. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed fighting 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 extiang b2bind Digino 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. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be seated, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire 512cinkleg foycc plates and ztalli5 gr "ilil2ga, 0. 111 auumull, 111bPth,00ti vi ivy walhi Shall be in accordance with the provisions of !CC-400. 1/ 17/2018 9:4 7 AM EnergyGaugeO 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 96 - 1769 TL Builder Name: Starlight Homes Street: 3890 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq,ft. Cond,Volume: 16452 cuft. Envelope Leakage Test Results Regression Data: C: n: a 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 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 I and 2 ... Testing shall be conducted with a blower door at a pressure of 0,2 inches w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489,105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not seated, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402,4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489,105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0, JIM S7,42 4V NL6,D wL- iO 1/ 17/2018 9:4 7 AM EnergyGaugeO USA - FlaRes2017 - Section R405A.1 Compliant Software Page 1 of 1 FORM R465-2017 Duct Leakage Test Report Performance Method Project Name: Street: City, State, Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Lot 96 - 1769 TL 3890 Loon Ln Sanford , FL , 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn out) FORMR405-20.17 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 1769 House Duct Total Conditioned Floor Area) System Leakage Qn,Out)* Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes, BUILDING OFFICIAL: DATE: 0, - viiE S A. ONVIA 1/17/2018 9:47 AM EnergyGauge@ USA - FlaRes2017 - Section R405,4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham Pre... wrigh' 'soft, Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com Project For: Lot 96 - 1769 TL, Starlight Homes 3890 Loon Ln, Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 16281 Btuh Ducts 1477 Btuh Ducts 1971 Btuh Central vent (57 cfm) 1620 Btuh Central vent (57 cfm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Use manufacturer's data Rate/swing multiplier Equipment 1.00 Infiltration sensible load 19357 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 1931 Btuh Ducts 191 Btuh Central vent (57 cfm) 1697 Btuh Heatingg Coolingg Area Outside air ft2) 1756 1756 Equipment latent load 3819 Btuh Volume (ft') 16375 16375 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23176 Btuh Equiv. AVF (cfm) 71 38 Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 37 OF Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2018-Jan-17 09:45:17wriightSOft' Right -Suite® Universal 2017 170.28 RSU02534 Page 1A ... Specific\Wyndham Preserve\Lot 96 - 1769 TL.rup Calc = MJ8 Front Door faces: W f Job: Starlight -Wyndham Pre... wrightsofk Manual S Compliance Report Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: v wv.energyair.com Project Information For: Lot 96 - 1769 TL, Starlight Homes 3890 Loon Ln, Sanford, FL 32773 Cooling Equipment Design Conditions design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 19357 Btuh Latent gain: 3819 Btuh Total gain: 23176 Btuh Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 158% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Heating Equipment Design Conditions design DB: 44.2OF Heat loss: 21034 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 136% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 90% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 76.2°F Entering coil WB: 63.5°F Entering coil DB: 68.3°F Capacity balance: 37 OF Economic balance:-99 OF 2018-Jan-17 09:45:17 wrightsoft° Right -Suited Universal 2017 17.0.28 RSU02534 Page 1 Specific\Wyndham Preserve\Lot 96 - 1769 TL.rup Calc = MJS Front Door faces: W Duct System Summary Job: Starlight -Wyndham Pre... wrightsoft Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyair.com Projectt For: Lot 96 - 1769 TL, Starlight Homes 3890 Loon Ln, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating O.50 in H2O 0.22 in H2O 0.28 in H2O 140 / 0.140 in H2O 0.187 in/100ft 899 cfm 150 ft Supply Branch Detail Table Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 140 / 0.140 in H2O 0.187 in/100ft 899 cfm Name Design Btu h) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 1039 48 27 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 h 1363 63 51 0.197 5.0 OX 0 VIFx 22.1 120.0 st3 bed3 h 3562 165 152 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 c12-A c 151 1 7 0.196 4.0 OX 0 VIFx 23.0 120.0 st3 foyer h 1375 64 63 0.344 5.0 OX 0 VIFx 11.5 70.0 kit-din-fam c 2352 93 116 0.191 7.0 Ox 0 VIFx 26.8 120.0 SO kit-din-fam-A c 2352 93 116 0.195 7.0 OX 0 VIFx 23.9 120.0 SO kit-din-fam-B c 2352 93 116 0.233 6.0 Ox 0 VIFx 5.3 115.0 laun c 1026 20 51 0.356 4.0 OX O VIFx 8.7 70.0 m bath h 959 44 33 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3461 160 135 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 We h 1169 54 33 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 I Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 186 232 0.191 524 9.0 0 x 0 VinlFlx st2 Peak AVF 259 201 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 237 0.187 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden WrightSO Right -Suited Universal 2017 17,0.28 RSU02534 Speoffic\Wyndham Preserve\Lot 96 - 1769 TL.rup Calc = MJ8 Front Door faces: W 2018-Jan- 17 09:45:17 Page 1 Return Branch Detail ?able Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl OX0 899 899 0 0 0 0 Ox 0 VIFx Wf lghttSOW Right -Suited Universal 2017 17.0.28 RSU02534 Specific\Wyndham Preserve\Lot 96 - 1769 TL.rup Calc = W8 Front Door faces: W 2018-Jan- 17 09:45:17 Page 2 Job M Starlight - Wyndham Preserve Performed for: Lot 96 - 1769 TL 3890 Loon Ln Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 Right-SuiteO Universal 2017 17.0.28 RSU02534 2018-Jan-17 09:45:43 am Preserve\Lot 96 - 1769 TL.rup i I 7JTVTR JIB ll Jul I I. l i I I LAV l I I we I 3" SHWR I2„ bVm i J YJT AUTO VENT i 2" TUB- 41 Svc,„ LAV211- PLAN 1769 PLUMBING RISER DIAGRAM i L iPCP 0!<[ o x Q . Q. ua PCP ( z VGZ PCP V"DHAM PRESERVE - LOT 96 PLOT PLAN DIAMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 96 Ok to construct single family home setbackswithrimpervious shownon • r M(611 t-kkkkk i - T, 6cL LOT 97 1 IV89043'D3"E 128.61 ` 110 ea---------- -------------------------- o-------------, PaD 37.3585Q .0 4 4• q ' Q I . • a : ' PROPOSED iaP.i2OPQSEq •-' 0 4"'• DRIVEWAY; q ci 1 STORY RESIDENCE N. I q a; . o `,' 3890 LOON LANE 9.3 d . 1 q , d w•. i . _• ' .. LOT 96 S. 3 1769 HAWKING OVERE w RQPOSED . r j PATIO AREA = WALK ; . ^ ELEVATION - T rn PORCH 7,974 S.F. + 5. 3' GARAGE - LEFT 13.3 9.3 I I w it jf IW FFE--26.0 N 4 tlg Q a66.0 r 25. 3 37.3 d U Ca 1 o b JLI 23 I 128.61 ' S89'43'0.'V 2 9 ILOT 95 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. rr.. r -rani equi menc LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LS --Licensed usiness BFP- Backflow Preventer Sight Distance Easement g - Survey PRM-Permanent Ref. Monument R - Reported PCP-Permonent Control Point D - Description FP&L-Florida Power & Light P - Plat FFE -Finish Floor Elevation D. . - Deed Book Water Motor O. R.-Official Records Book M-Woter Valve P. B. -Plat Book 1V"=Fire Hydrant Pg.- Page RC®-Reclolmed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc. - Concrete Coble Box BP - Brick Paver Telephone Box SW - Sidewalk E'j -Electric Box FFE - Finished Floor Elevation Qi -Utility Pale Cl - Curb Inlet Guy Pole GTI- Grate Tap Inlet light Pale P. U.E.-Public Utility Easement E---Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS - No Comer Set (Falls in Water) t9 -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL & DISK i WIXI-Irrigation Control Valve P. K. -Parker Kolon Nail Sign SIR - Set 1/2" iron Rod L87768 WD4-Gate Water Valve SPKD - Set P.K. & Disk LB7768 Gas Motor FiR- Found 1/2" Iron Rod LB7768 11.11-Existing Grade FIP - Found 1/2" iron Pipe L87768 a -Blow-off Valve FPKD- Found R.K. Noll & Disk L87768 Drainage Flow Direction FCM- Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 -As-Built/Existin Grad Note: Some items in above leaen may not be aDDglicable Date LOT AREA CALCULATIONS LOT = 7,974 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 109 SQ.FT. WALKWAY = 40 SQ.FT. A/ C PAD = 9 SQ.FT, IMPERVIOUS= 36.5 % SOD = 5,062 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTAL AREA AREA 9,524 SCITT.— DRIVEWAY = 646 SQ.FT. SIDEWALK = 350 SQ.FT. SOD = 5,320 SQ.FT. 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 (NGV029)- 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 mottem 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) 0 7_ ., 0 NiEL F+ T r v}r.1K ia+ z J J or PeVniitting ONLY) ORR es D. Le ttef psa° Lsss15 FLORIDAPROFESSIONALSURVEYOR &MAPPER N0. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127Q-076,5in Flood Zone "g" DESCRIPTION: LOT 96, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No, LB 7768 GeoPoint Surveying, Inc. Drown: JE I Checked: JDL I P.C.: Data RIe:8ds3onEast-Plat Date: 01 / 20/1$ 1 Dwg: wmnEost-Loft Order No.: -' SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: PALMER ELECTRIC I I im c Starlight Homes 1769 LOAD CALCULATION December 12, 2017 L HVAC LOADS fNEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNEC FED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR q 100% TOTAL LOAD FOR AIR HANDLER (a165% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2014 - 220.82(11)(1) 4)1 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1769 Sq Ft (a) 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHENIJENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL, LOADS) (i) 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) fNEC 2014 - 220.82M) 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD [NEC 2014 - 220.82(A)l 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mi"low t:t;i' RE: WP0096 - WP0096 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0096 Model: 1769 Lot/Block: 96 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 Cade: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 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. (Seal# 'Truss Name Date No. Seal# 1 T12986427 i Al 1l17/18 18 T12986444 2 T12986428 A2 1/17/18 119 T12986445 3 429T12986A3 1/17/18 120 T12986446 4 T12986430 A4 1/17/11$ 21 T12986447 5 T129864_31 A5 v 1/ 17/18_122 T12986448 6 _ T12986432 i A6 1 /17l18 23 _ 11/ 17/18 i T129$6449 7 T1298_6433 A66 8 — YT12986434 A76 1 /17/1$ ,, 9 T12986435I61 w 1/ 17/18 10 T12986_436 BJ1 - 1/17/18 11 T12986437 ; BJ3 1/17/18-'. M! 12 T12986438 ! BJ5_ 1/17/18 13 T12986439 ? C1 1/17/18 14 T12986440 C2_ 1/17/18 15--' T12986441 CJ3 1/17/18 16 T12986442 CJ5 1/1 7/18, 17 T12986443 CJ7 1/17/118 ' Truss Name !, Date E1 EJ3 EJ5_ EJ7 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2, 1/ 17/18 1/ 17/18 1/ 17/18 N OR f l r f. t 7 f r ` S ! '. fVo3 380 fff X fS ATE OF ,°40 t Thomas A, Altrani PE Ya.39380 WO USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2018 Albani, Thomas I of I Job Truss I russ I ),oe uty Fly W 11009(5 T12986427 WP0096 At Coninion 11 1 is FirstrSouice, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTely Industries, Inc. Wed Jan 17 13:38:02 2018 Page I ID:ifytRhriiERah3ztiORqKYR9zPCPY-101DYtkgjFS6S?00wk7i5jZSB(J'7QJqZC)8xtEczuRDZ A),() 6-0-7 12-7-1 190-0 25-4-15 31 11-9 38.M 390-0 1 0-6 6-0-7 6-6-10 6.4-15 6-4-15 6-6-10 6-0 7 1-0-6 1 00 2 -1- 5X6 6 IN Scale = 1 66 3 3X8 = 3x4 4x6 1X8 — 4x6 = 3x4 3X8 9.2-14 IcI_00 28-9-2 38.0-0 6-2 14 9-9-2 9 9-2 9 2-14 Plate Offsets (X,Y)-- 2:0- 4-2,0-1 -8], 14 0-3- 0, Edge], [8:0- 3-0, Edge], 110: 0-4 -2,0-1 -8i LOADING (psh SPACING- 2-0-0 CS1. DEFL. in (locl I/de!l LAI PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0,83 Vert([-L) -0.26 12-14 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0,97 Vert(CT) -0,54 14-16 >835 180 BCLL 0,0 Rep Stress Incr YES W B 0.93 Horz(CT) 0.13 10 n/a n1a Br' DL 10.0 Code. FBC2017/'TP12014 Matrix-SH Weight 186 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP N0,2 TOPCHORD Structural wood sheathing directly applied or 3-0-6 oG burials, BOT CHORE) 2x4 SP No, I 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13- 15: 2x4 SP No.2 WEBS 1 Row at micipt 7-14, 5-14 WEBS 2x4 SP Nci.3 REACTIONS. ( lb/size] 2=1453/0-8-0, 10=145310-8.0 Max Horz 2=- 1 16(L C 13) Max Uplift 2=-389(1_C 12), 1 0=-389(L_G' 13) FORCES. ( 1b) - Max, Comp,/Max. Ten, - Ail forces 250 (lb) or loss except when shown. 1 OF CHORD 2-3=-2932/2227,3-5=-2677/2031, 6-7=-1859/1566,7-9=-2677/2031, 9- 10=-2932/2227 BOT CHORD 2-16=-1875/2(341, 14-16=-1470/2173, 12-14--147712173, 10-12=-186812641 WEBS 6-14=-771/1062,7-14=-696/710z 7-12=-252/513, 9-12 =-302,1438, 5-14--696/710, 5- 16=-252/513. 3-16=-3021438 NOTES- 1) Unbalanced toot live loads have been considered for this design, 2) Wind: ASCE 7-10 Vult=l 40rnph (3-second gust) Vasd=l 08mph; T(-,DL=4.2ps1; BCDL=3,0psf; t-i-I 51t: Cat, ll; Exp G , Encl., GCp1= 0. 18, MW FRS (envelope) and C -C Coinor(3) -1 -0-0 to 5-0-0, Exterior(2) 5-0-0 to 19-0-0, Comer(3) 19-0 0 to 25-0-0 zono: cantilever left and light exposed ; end vertical left and light Pxposed;C-G for members and forces & MWFRS tot reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent will) any other live loads. 4) ' This truss has been designed for a live load of 20,Opsf on the bottom (;hofd in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10,0psf. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 389 ib uplift at joint 2 and 389 In uplift at Joint 10, WARNING - Verily design parameters and READ NOTES ONTHIS AND INCLUDED IWtTEKREFERANCE PAGE M147473mv. la'0"015 BEFORE USE. 0- jqnv< A ff rirk, "lily with to [I A n<•I III, B,Jow il,-, It. I, i"Sk If I,r( I wi'l V"firy th", it 4,11, It Aw dilly "(A,igl I I -II(IF thtsd-k It 110- ttx^oqo;qjl t,t0J, IIrIo ji" MiTek' is'qwoys - quir-I ("("JoHlllyond "llol"', with I I injuly oij I, is I<,[ iJ(Ad- a th" lollvctty,ofo,,Ik, n (11I,I tA,YAtry} of li'mo, and I hw,,,yt;mmv,^,ANSI/TPII Quality Criteda, DSO-89 and SCSI Building Component 6904 Parke East Elvd Safety Information ov+ Akit*, tr<mi liens Haler ?W N, kxa tilt e,L 3edfca;ii?> Tamp& FL 3i610 Truss Type WPOO96 A2 Hip T12986428 2 1 7 FirstSoulctiampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MrTek IndUStneS, Inc. Wed Jan 17 13:38:03 2018 Page I ID:iyRh,,iiERali3zfiORqKYR9zPCPY niabbti)DIJUZaZ49bcTRi.,4ex6gBHtE9q jdogQm2zURDY 5-6-0 11-6-10 17-0-0 21-00 26-56 32-60 38-0-0 39-0-0 5-6-0 6-0-9 5_5-6 4-0-0 5-56 6_0_9 5-6-0 1 -o-d Scale = 1,68,8 5,C)o -iT 5#5 .- 5X6 6 7 0 I 5x8 STP - " 16 15 5X8 STP 3X8 - 3x4 4x6 3X4 3x4 4x6 3Y4 3X8 - 7.7-8 17-0 0 21 0-0 30 4 8 36-0-0 7-78 9 4 8 40-0 9 4-8 7-7-8 Plate Offsets (X,Y)-- 2:0-4 2,0-1-8], [6:0-3-0,0-2-4], [7:0-3-0,0 2-4], [11:0-4-2,0-1 8] LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.62 Verl(L! - ) 0.49 13-15 >915 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC, 0.97 Ved(T) 0.81 13-15 >554 180 BOLL 0.0 Rep Stress InGr YES WB 0,68 Horz ((-',T) 0.114 11 Net nia BCDL 10,0 Code FBC2017[FP12014 Matrix-SH Weight. 189 IL, FT = 201 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc pudins, BOT CHORD 2x4 SP No,2 BOTGHORD Rigid ceding directly applied or 2-2-0 oc bracing - WEBS 2X4 SP No,3 REACTIONS. (Ib/siZe) 2=1453/0-8-0: 11=1453/0-8-0 Max Harz 2=-1 04(LC 17) Max Uplift 2=.-377(LC 12), 11 =-377(LC 13} FORCES. (Ib) - Max. Comp/Max. Ten, - All forces 250 ' lb! or less except when shown, TOP CHORD 2-3=-2982/19(59,3-5= 2791/1853, 5-6=_2611/13139, 6-7=-1806/1320 7-8=-2011/1369, 8- 1 0=-2791/1853, 10-11 =-2982/1970 BOTCHORD 2-18= 1735/2674, 16-18=-1284/2241, 15-16=-873/1806, 13-15=1254/2241, 11- 13=-1640/2674 WEBS 3-1 8=-220/381, 5- 1 8=-290/504, 5-16=-646/552, 6-1 6=-314/516, 7-15=-314/516, B- 15=-646/552, 8-13--291/504, 10-13=-2201382 NOTES - I ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140rriph (3-second gust) Vasd=108rnph; TCDL.-4,2psf, BCDL=3-OpSf; ln=1511; Cat, III Exp G, Enol', GCpr= 0.18; MWFRS (envelope) and C-C Gornet(3) - 1 -0-0 to 5-0-0. Extenof(2) 5-0-0 to 39-0-0 zone: cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & MWFRS tot teaotions 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 nonGoncurrent with any other Irvi,, loads, 5) * This truss has been designed for a live load of 20.0pst on the bottom chord in all areas Where a FeGtangle 3-6-0 tall by 2-0-0 wide will tit between rhe bottorn chord and any other members, with BCDL = 10,opst. 6 ) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 377 lb uplift at joint 2 and 377 Ith uplift at Joint 11, WARNING - Verify design perameters and READ NOTES ON THIS AND INCLUDED "ITEKREFERANCE PAGE MM-7473 rev, 1010"Of5 BEFORE USE. 0- 1,11 i IN I lo( xnly Witt i MI irk 4(' f,flya Miele' X, llwoyI"Juil- I f•'l 0 it 41ily otnI r, t')wv'x-1 41. 4 " will t I &,A Ao it injury on, I profx i ly, Pill 141i"'ott" ll, 401vcly' 14"xAlKI at how , on. I Quality Criteria, DiS-89 and SCSI Building Component 6904 Palk,) East Blvd Safety Intormationowlikit, to liom li(Ns IlMlrur'% 216 III, loe5if'0, tAillo Nox< Axfflo,VA 2231 4. Tarrpa Fl- 33610 Ply WPOO96 T12986429 Job TI uss ITU WP0096 A3 HIP Ideas FitstSoutce, Tampa, Plant (,fly. Florida 33566 1-(),0 7,4-11 150-0 i-o-d 7-4-11 7-7-5 1 5x8 STP 16 4X6 -- 2x4 4x6 2 1 Job Reference 8,130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:04 2018 Page 1 ID:ttytRliri)ERah3zliORqKYR9zPCPY-Et)9zzZTnxFsiql JApl99JA8ft-nlh2luNessSO JL)zriRDX 230-0 30-7-5 38-0-0 39.0-0 8-0-0 7-7-5 7-4-11 i'0 0 Scale = 1 6&8 3X6 3x4 16 14 13 12 11 1 5x8 STP 30 3X8 4x,6 2x4 4x6 — 7 4 11 15-0-0 23-0-0 30-7-5 38-0-0 7 4-11 77-5 800 7-7-5 7 4-11 Plate Offsets (X,Y)-- 5:0-5-4,0-2-4], (6:0-3-0,0-2-4] LOADING (psh SPACING- 20-0 CS1. DEFL. in (Ioc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 1 C 0,95 Veilf , LL) 022 13-14 999 240 MT20 244/190 TCDL 70 Lumber DOL 1,25 BC 0,83 Vert(CT) 0A3 13-14 999 180 BCLL 0,0 Rep Stress Incr YES WB 0,27 Hotz(G1 ) 015 9 FVa n/a BCDL 100 Code FBC2017fTPI2014 Matrix-SH Weight 185 Ib FT -- 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 'Except' TOFF CHORD Structural wood sheathing directly applied. 5- 6:2x4 SP No-1 BOT CHORD Rigid ceiling directly applied of 4-1-6 oc bracing, BOT CHORD 2x4 SP No 2 WEBS I Row at midpl: 3-14, 5-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. ( IbislZe) 2=1453/0-8-0,9=1453/0-8-0 Max Hot z 2=-93(!_C 'I 3) Max Uplift 2=-363(LC 12)3 9-363(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 01bj or less except when $flown. TOP CHORD 2-3=-2953/1875, 3-5=-2232i1435, 5-6=-1992/1 402, 6-8--2233!1435, 8-9--295211875 BOT CHORD 2-16=-1620/2641, 14-16-1620/2641. 13-14=-1005/1992, 11-13=-1528/264 J, 9- 11 =- 1528/2641 WEBS 3-16=0/314,3-14=-718/668,5-14=-198/502, 6-13=-190/502, 8-13=-717/669,8-1 1z0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph; TCDL=4,2psf, BCDL=10pst: h=15tt; Gat. II;Exp C; Encl_ e GCpi=0,181 MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exnor(2) 5-0-0 to 39-0-0 zone; cantilever left and light exposed end vertical left and right exposed:G-C, for mernbers and forces & MWFRS for reactions shown. Lumber ')OL=I.(')O plate grip DOL:= l .60 3) Provide, adequate drainage to prevent water ponding, 4) This truss has been designed for a I O.O pst bottom chord live load n0nG0nGLJtFe[It with any Other live loads, 5) * This tress has been designed for a live load of 20.0pst on the, bottoin chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn, chord and any other members, with BCDl_ = I O.Opst, 6) Provide tnechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at Joint 9, AiWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEKRCFERANCE PAGE 11411.7473rev. 1O103(2OTS BEFORE USE. is ignAGE wood l P'(I", ,Ipy I0111 Mlle k c-m-,I-, H'I" I 'kipjil , 1q, il, A th—)IJit, 41 1, fll thc MR if, I/ - I ct"I, I tw,Fla q% "nly, A, I, fill, 'IF, 9 Joint ,[ fly, in, I I III t MiTek' I, If q'p, kfn ', firl"r It - ition, d, IIIV,,Iy It'd I+ JIFIswti cHid -I1,ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information ov,*it Ie ft,,m Ituss Moro hFfil, 191,I,, Mi,Iol, 3 1 ?, AP x-),x PFI, VA I A Tampa. FL Job Truss Iniss lype uty Ply W 110096 T12986430 WP0096 A4 Hip 2 1 Job Builders FuStSOLIIce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 17 13:38:05 2018 Page I ID:rtytRtiniERah3zftoRqKYR9zPCPY-iziLAvtiiZOAqhJSI?bsgYjMBzr5Nidqc'?469XtxzuRDW 1 00 7.0-1 1300 19-0-0 25.0-0 30-11-15 38-0-0 39-0.0 4-0-6 7-0-1 5 11-15 6-0-0 5-11-15 7-0-1 i-o-O Scale = 1 67 6 SX6 -- 2x4 5X6 — 4 11 6 1 5x8 STP — 11 — 12 1 Sx8 STP- 4x6 — 3),4 — 3X6 3X8 3x6 -- 3x4 4x6 — LOADING (pst) TOLL 20,0 TGDL TO BGLL 0.0 BGDL 10,0 9 11-0 19-0-0 28-1 0 38-0.0 9-11 0 9-10 9-1 0 9-11.0 0, 0-2-4j. [6:0-3-00-2 41 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1,25 TG 0.80 VerI(LL) 017 12-14 999 240 MT20 244/190 it, urnber DOL 1,25 BC 0.84 Vert(CT) 051 12-14 884 180 Rep Stress Incr YES WB 0,25 Horz(C-1) 0.13 8 n/a n/a Code FBC2017/TP12014 Matrix-SH Weight: 180 in FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD 2x4 SP No, I 'Except* BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing, 11 - 13:2x4 SP V)2 WEBS 2X4 SP No.3 REACTIONS. ( 11h/size) 2=1145NO-8-0,8=1453/0-8-0 Max Horz 2=-81 (LC 13) Max Uplift 2=-359([-G 8), 8=-359(l-(' , 9) FORCES. ( lb) - Max, Cornp./Max, Teti. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2891/1864,3-4=-2635/1703,4-3,=-2407/1591, 5-6= 2407/1591, 6-7=-2635/1703, 7 8=-2891/1864 BOT CHORD 2-141615/2601, 12-14=-1 119/2118, 10-12=-1095/2118, 8-10-1522/2601 WEBS 3-14=- 3331466, 4.14,---325/529, 4-12=-200/529, 5-12--364/307, 6-12=-2011529, 6-10=-326/ 529. 7-10=-3331466 NOTES- 1) Unbalanced toot live loads have been considered lot this design. 2) Wind: ASCE 7-10; Vull= 140rnph (3-second gust) Vasd=108ri-iph, TGDL=4.2psI, BGDL=3.Opst: hW1511: Gat. 11, Exp G, End_ GGjp;=0,18, MWFRS (envelope) and G G Corner(3) -1 -0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone, cantilever left and right exposed end vertical loft and right Gxposed1G-G forrinembers and forces & MWFRS for reactions shown, Lumber DO(-= l 60 plate grip DOL=l .60 3) Provide adequate drainage to prevent water policing. 4) This truss has been designed for a 10,0 Pst bottorn chord live load nonconcui rent with any other live loads 5) * This truss has been designed for a live road 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 B(-',DL -- 10,Opst, 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 359 Ith uplift at joint 2 and 359 lb uplift at joint 8. Alllk WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED AffrEKREPERANCE PAGE 014*7473rav, 1010312015 BEFORE USE. j)os1aIIvoIJ,$k' I w—,,nly\01!00116"I'll-J"t" ti ris di nt Fast lux t.wnlV ut"I I,, rWII,on' I Kf, I 'it) It. i0JiwIII tW ill vj- I I It, nont,lv 4 o ils-kii4i" It iliry,,II, It xif q,,1 ,Ilyin, "Il. 'I' It,' It It Itril" It x "v,, III MiTek' is olw, lys I- Joil- I lol stot Cry ,InO 1l4ov"I"l41,4— Willi t—,,A q,t n<»r It InikRy, Iwl r lol o ftle rono,,,Illon, st,+,I, 6904 Parke East Blvd. o d,ltvoty ol,xjvn in'itlkrhl "t ll rss,,ond Quality Criteria, DSB-89 and BCS1 Building Component Sofetyintomriatilon cc,44,4) tiom ? W N : 11", NoKoi,W,),VA?2314 Tampa FL 33610 T12986431 WP0096 A5 Hip Builders FirStSOUIce, Tampa, Plant City, Florida 33566 I -O-Q 5-2-3 11 0-0 19-0-0 1'0-6 5-2-3 5-9-13 8-0-0 0 5,00 12 5X8 - 4 Cry Ply 2 1 Job Reference (optional) _ 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:06 2018 Page 1 ID:rfytRhriiERah3zfiORqKYR9zPCPY-A9GkOEnBnUyYxcKB9aCt1F2k7(',Uk MBo9Jmv5NNzuRDV 27 0-0 32-9-13 38-0-0 39-00 8-0-0 5-9-13 5-2-3 -0-6 Scale = 1 67 6 2x4 5 I 5x8 'TP = 16 is is 13 11 10 1 5x8 STP 3x8 -- 2x4 3X6 3x4 2x4 3x9 - 3)(4 = 3X6 -- 5-2-3 1100 lq-o o 5-2-3 5-9-13 80-0 Plate Offsets (X,Y) 2:0-4-2,0-1-8], [4:0-5-12:0 [8:0-4-2,0-1 81 LOADING (pst) SPACING- 2-0-0 est. DEFL. TGLL 20,0 Plate Grip DOL 1.25 T C 0.89 Vert(I-I-) TGDL 7,0 Lumber IDOL 1.25 BC 0.78 Vetl(CT) BGLL 00 Rep Stress Incr YES WB 0.62 Hotz(GT) BCDL 10,0 Code FBC2017fTPI2014 Matrix-SH 27- 0 0 32-9-13 38-0-0 Boo 5-9-13 5-23 In ( 10G) I/dell L/d PLATES GRIP 0, 25 13 >999 240 MT 20 244/190 0, 48 11-13 >925 180 015 8 n/a n/a Weight 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP N0,2 TOP CHORD Stfuctufal wood sheathing directly applied. 4- 6: 2X4 SP No,! BOT CHORD Rigid ceiling directly applied or 4-5-9oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2=1453/0-8-0.8-1453/0-8-0 Max Herz 2=-70(L(.-, 13) Max Uplift 2=-379(LC 8), 8=-379(LC 9) FORCES, ( lb) Max, Comp./Max Tot). - All forces 250 (1b) or less except when shown. TOP GHORD 2-3=-3001/1924, 3-4-2558/1597, 4-5=-2872/1838, 5-6=-2872/1838, 6-7=-2558/1597, 7- 8=-3001/1925 BOT CHORD 2-16=1700/2691, 15-16=-1700/2691, 13-15, 1240/2314, 111-13--1200/2314, 10- 11=-1603/2691,8-10=-1603/2691 WEBS 3-15=-420/495,4-15=-134/391, 4-13=-393/775, 5-13=-493/424, 6-13=-393/775, 6- 11=-1341391. 7-11= 420/496 NOTES- 1) Unbalanced root live loads have been considered tot this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vascl= 108niph, TCDL=4,2f)sf; BCDI-=3,0psf1 h-15R, Gat, III Exp G ' Encl- G Cpt=0,18: MWFRS (envelope) and C-C Corner(3) -1 -0-0 to 5-2-3. Extenor(2) 5-2-3 to 39-0-0 zone cantilever left and right exposed end vertical left and right exposed'G-C for members and forces & MWFRS for reactions shown: Lumber D0L=1 60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20,0ps(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 miss to healing plate, capable of withstanding 379 lb uplift at joint 2 and 379 Ith uplift at joint 8. Af& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 re, 10/03/2015 BEFORE USE. III11, " u''only Witt)Mi li* ' ai,wlol ti' Ihm, $o'rrf K' t "ily of -n 1, It'nfl, +J, Sri' >m,. % Xv I is 1, '1 , X i hxfltf lw)l I AA, iii ,I >' fit tier nl' ti,"t MR MiTek' lsolwoys 1- Iffil-I P'l 'kfI Mly of"I I" Willi hiply ofvl rofo"I' zf, A'!IiV"fy' t f xlriq of tfkiw-'11>'l trio, w,ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6Q04 Parke East Blvd Safety Intormation crv.914de from Irons lllofe lifsIthit(f. 218 N too str-I. %fjil, 312. Nox,ffvhio, VA 14, Tampa, FL 93610 Job Truss Truss Type ®rly Ply WPOO96 A6 Hip 1 1 T12986432 Builders FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep I IDTYRhIT1f-Rah3zftQRqKYR 1-0-0 5-8-11 9-0-0 15-8-0 22-4-0 29-0-0 1-0-6 5-8-11 3.3-5 68-0 6-80 6-8-0 5 be 12 2 I 5x8 STP 3X8 - 2x4 173 3x4 4 15 16 3x8 - 4x6 -- 4x6 - 30 6 7 14 3x4 -- Y-eMq6b,,topYt)40YtnuoilllOonGLVu3k5iNIYOeevpztiRDU 32-3-5 39-00 3-3-5 5-8-11 1-0-0 Scale = 1 67 6 2x4 18 13 4x6 3X,8 9-0-0 29-0-0 38-0-0 9.00 10-00 100-0 900 Plate Offsets XY)-- [2:0-4-2,0-1 81, [4:0-3-0,0-2-41, [6:0-3-0,EdqeJ, 18:0-3-0,0-2-41, 110:0,4-2,0-1-81 LOADING (pst) SPACING- 2-00 CSI, DEFL. in (loc) l/defl Ud TCLL 20O Plate Grip DOL 1,25 TC 0.66 Verl(LL) 0.30 14 999 240 TCDL 7,0 Lumber DOL 1,25 BC 0,81 Vert ( ' CT) 0,62 12-14 728 180 BCLL 0.0 Rep Stress Incr YES WB 0,34 Horz(CT) 0,16 10 n/a n/a BCDL 100 Code FBC2017fTP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP GHORD BOT CHORD 2x4 SP No. 1 BOT CHORD WEBS 2X4 SP No.3 WEBS REACTIONS. ( lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2-399)(1-C 8), 10=-399([-C 9) FORCES. ( 11b) - Max. Gornp.lMax Teri - All forces 250 (lb) c4 less except when Shown I' OP CHORD 2-3=-2925/1861, 3-4-2710/1679, 4-52497/1595, 5-7=-33)7/2053, 7-8=-2497/1 595, 8-9=- 2710/1679, 9-10=-2925/1861 BOT CHORD 2-16=-1627/2618, 14-16=-1843/3312, 12-14=-1824/3312, 10-12=-1533/2618 WEBS 3- 16=-185/356, 4-16=-440/779, 5-16=-1,025/616, 5-14=0/262, 7-14=0/262, 7-12.--- 102tV615,8-12=440/779,9-12=-185/356 7 I 5x8 STP 3X8 -- PLATES GRIP MT20 244/ 190 Weight: 177 lb FT = 20% Structural wood sheathing directly applied or 2-9-3 cic puilins, Rigid ceiling directly applied or 4-7-5 Qc bracing, I Row at inicipt 5.16, 7-12 NOTES- (7) 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 second gust) Vasd=108r-nj*1 TGDL=4.2psf, BCDt-=3,Dpsf: 11=15ttl Cat. 11: Exp G, Encl_ GGpi=018, MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Fxtenor(2) 5-0-0 to 39-0-0 zone:G-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate gnp DOL= 1 60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 pst bottom chord Ilve load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20,0PSf on the bottom chord In all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of fro," to hearing Plate capable of withstanding 399 lb uplift at joint 2 and 399 11) uplift at joint 10. 7) "This manufactured product is designed as an individual bui!dinq cnn1poneot. The suitability and use of this component for any particular building is the responsibility of the building designer her ANSI TPI I as referenced by the building code," A Ix WARNWG - Verify design pararititters and READ NOTES ON THIS AND INCLUDE0 MITEK REFERANCE PAGE MII-7473rev . I(XV312015BEFORE USE, slqin VoWl (,,I wk only with loq1I K IhIs, AI I -Illy "t"o or, owl 1, ("1 , it IVA it,Iliis, tho tmil,91"'t most votify th", 1jJ'l1(,A Ally "I' l-,4qri 1, wuw+[, , i1.1 lv,[,Fly it,= this int" ttiI, ov,,ioll to D,t I J0dIr"Id,r,*Jfv MiTek' kr 14,1k:olk,n, tofoqo, 4) 4\e.Iy, @M,wtlonoivd twl(11,,) of husu , it Jd In I's 'Y'I'm's, s-ANSI/Til Quality Criteria, DSB-89 and SCSI Building Component i 6904 Parke East Blvd. Solely Information oy, illot-4o honi fttrs, Iloilo Instiluk), 218 N I,,,,a 5trt e I, inuilo 317. Aloxon,)fli, VA 4 Tampa- FL 33610 WPOO96 A6B Hip T12986433 1.0.0 5-8-11 - 9-0-0 1-0-6 5-8-11 3-3-5 1 SX8 - 5,00 12 tk. 130 s Sup lb 2011 fall I eK Industries, inc, Weal Jan I 1 13:38:08 2018 Page I ID:rfytRhti)ERah3ztiORqKYR9zPCPY-7YOt,lpwpRJ5CFAwTaC,,EFL pXtJIRTq7uSm4OBSGzuRDT 1593 22-2-13 28.8-8 2900 32-3-5 38-0-0 39-0-0 6-9-3 6-5-11 6-5-11 0-'3'8 33-5 5-8-11 1-0-0 3x4 3XG 3x4 5 6 7 SX8 8 Scale = 1 :67,6 0 1 5x8 S TP i9 1817 lC 15 1413 12 1 5X8 S T-P -- 3x8 3x,4 I 5xg STP 3x4 1 5X8 STP 3X4 3X8 3X6 = 3X6 6X8 GX8 -- 9-0-0 12-4-0 12 6-5 19-0-0 25 0-0 25-5-11 29 0-0 38-0-0 9-0-0 3-40 0-'5 6-5 11 60-0 0-'5-i 1 3-6-5 9-0-0 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8],14:0-5-12,0-2-8], [8:0-5-12,0-2-8], [10:0-4-2,0-1-8j, [1 3:0-2-61D-1 8], [18:0-2-6,0 1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in 100) I/defl Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(ILL) -0,14 2-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0-65 Vert(CT) -0,29 2-19 >499 180 BOLL 0,0 Rep Stress InGr YES WEj 0,45 Hol-(CT) 0,02 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matnx-SR Weight: 184 lb FT = 20% LUMBER- BRACING - TOP GHORD 2X4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, ROT CHORD 2x4 SP No.2 BOTGHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS, Ali bearings 0.8-0 b) - Max Herz 2=-58(1-C 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=114(LC 12), 1 0=-1 91 (LG 13)17=-41 O(LC 9), 15=- 1 31 (ILC 8) Max Gras All reactions 250 It; or less at Joint(sj except 2=347(LC 23), 10=623(LC 24), 17=1359(I-G 1), 15= 623(LC 24) FORCES. ( Ilb) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 4-5=-370/663, 7-8-2091306, 8-9=-654/533. 9-1 0=-902/738 BOTCHORD 17-19=- 14,5/306, 15-16=- 113/375, 14-15- 113/375, 12-14=-219/582, 10-12=-509/787 WEBS 3-19=-299/421, 4-19=-201/363, 8-12-239/438, 9-12=-265/397, 4-17=-81 71564, 5- 17= 883/634, 5-16=- 196/382, 7-16=-272/292, 7-14=-257/154, 8-14=-553/327 NOTES- 1) Unbalanced root live loads have been considered for this dosign 2) Wind: ASCE 7-10; Vult=140mph (3 second gust) Vasd=1 08mph; T(DL=4,2pst: BCDL=3 Opst; h=1 5fl; Cal, ll; Exp 0 ' Encl., GCpi= 0, 18; MWFRS (envelope) and C-C Coruer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and tight exposed end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lunlbe,, 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 nkwiconourrent with any other live loads 5) * This truss has been designed for a live load of 20,0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnembers, 6) Provide mechanical connection (by others) Of tILISS, to howing plate capable Of withstanding 114 Ith uplift at joint 2, 191 In uplift at joint 10, 410 In uplift at joint 17 and 131 lb uplift at joint 15. WARNING- Verify design pammeterr andREAD NOTES ON THtS AND INCLUDEOMITEKREF ERANCE PAGE Afft-7473 rev, 10A)"015 BEFORE USE. 0""Jqll V' 01 I"I li'-44y Wilt) villok", conw(1,1, W )':o iq Irv, IV ( 11,J l" to I A'±V'Jll tu< *141q, 4 ir "fivi'll I'll MiTek dollv'ly' ow( A"I")nd 1'wwand litre a(',ANSIJTPIT Quality Criteria, DSS-SF and SCSI Building Component 6904 Parke East Blvd Safety Information lr,xm lrmI+Wt lnlltute.216 N, Still, 31,1, VA d"'<161 Tampa. FL 33610 J06 Truss Truss Type City Ply WPOO96 T12986434 WPOO96 A7B Hip Girder Job Hefei Builders FirStSOUtce, Tampa, Plant City, Florida 33566 130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:10 2018 Page I I D:i fytRhm E Rah3zfiQRq KYR9zPC PY-3xW E Ecqiqi SzPEdyOPGIQPun666q 12 PIE Oil W 8zu R DR 1-0-0 3.4-2 7-00 13-0 14 190-0 24 11-2 31-0-0 34-7-14 38-00 39-00 i-O-d 3-42 3-7-14 6-0-14 5-11-2 5-11-2 6-0-14 3-7-14 3-4-2 '1-0-0 Scale = 1:67 6 5X8 - 3x45X6 3x4 SX8 F"oo ly 4 19 20 5 21 22 6 23 24 7 25 26 8 I Sx8 ' TP -- 18 27 28 17 16 29 30 is 31 32 14 13 33 34 12 1 ;x8sFp- 3X6 3x4 1.5x8 STP 3X8 1,5x8 STP - 3x4 3X6 3x'6 = 3XG GX8 6X8 - 7.0-0 12-0-0 13-0-14 19-0-0 24-8.0 24-11-2 31-0-0 380-0 7-0-0 500 i 0-14 5-11 2 580 0 4. 2 6-0-14 7-0-0 Plate Offset,; (X,Y) p0-5-12,0 2-81, [6:0 3 0,0-3-0], [8:0 5-1210.2-8],[14:0-3 8,0-3-0],116:0-3-8,0-3-0] LOADING ( psi) SPACING- 2-0-0 CSL DEFL. in (loc) 1/doll Ud PLATES GRIP TOLL 20.0 Plate Grip DOIL 1 25 Tc 0,96 Vert(LL) 0 01, 2-18 999 240 MT20 244/190 TCDL TO Lumber DOL 125 BC 0,72 Ven(C T) 0,10 2-18 999 180 BOLL 0,0 Rep Stress Incr NO WB 0,45 Horz(CT) 0,03 10 rVa n/a BCDL 10.0 Gode FBC2017fTP12014 Matrix-SH Weight: 187 In FT = 201% LUMBER- BRACING - TOP CHORD 2X4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc punins BOTCHORD 2X4 SP No.2 BGTCHORD Rigid ceiling directly applied of 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midIpt 8-14, 4-16 REACTIONS. All bearings 0-8-0, 11b) - Max Herz 2=46(L(, 8) Max Uplift Ali uplift 100 lb or less at joint(s) except 2-243(LG 8), 1 0=-248(LG'9), 14=-754(t-G 4), 16=-738(L(-' Max Giav All reactions 250 Ib or less at joint(s) except 2=709(LC 19), 10,709(l.-C', 20), 14=2133(1G 20), 16= 2190(1-(, 19) FORCES. ( lb) - Max. Comp./Max. Ton. - All forces 250 (lb) or less except When shown - TOP CHORD 2 3=-1 1951433, 3-4=-1031/362, 4 5=-141/528, 5-6=-362/156, 6 7=3132/156, 7-8=-131/ 528,8-9=-1031i375, 9-10=-1 195/446 BOTCHORD 2-18=- 393/1057, 16-18=-292/954, 15-16= 528/226, 14-15=528/242, 12 14=-267/954, 10- 12=358/ 1057 WEBS 4 1 8=-125/690, 8-12---125/690, 8 14=-1 645/555, 4 16=-1 6451567, 7-14=-1 154/575, 5-16=-1154/ 575, 7-15=316/990, 5-15=-316/990, 6-15=-59()/367 NOTES- 1 ) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-101 Vult=140mph (3-second gust) Vasd=i 08rnph, TCDL=4.2pst, BCDL=3.0prif; h=1 5tt: Car. 11; Exp G, End" GCpi=O,l 81 MWFRS (envelope), cantilever left and fight exposed I end vertical left and tight exposed, Lumber DOL=l .60 plate grip DOL=1 .60 3) Provide adequate drarnagii., to prevent water pending, 4) This IKISs has been designed for a 10,0 psf bottom chord live load nonconGLIfrent 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 343-0 tall by 2-0-0 wide will fit between the bottom idnoid and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down arid 134 lb Lip at 7-0-0, 105 In down and 107 In up at 9-0-12,105 lb down and 107 Ito up at 11 -0-12, 105 lb down and 107 In up at 13-0-12, 105 lb down and 107 Ita Lip at 15-0-12, 105 lb down and 107 lb tip at 17-0.12, 105 lb down and 107 lb up at 19-0-0, 105 Ib down and 107 Ib up at 20-11-4, 105 lb down and 107 lb Lip at 22-11-4, 105 Ib down and 107 lb Lip at 24-11-4, 105 lb down and 107 lb kip at 26-11-4, and 105 Ib down and 107 lb Lip at 28-11-4, and 124 lb down and 134 lb up at 31 -0-0 on top chord, and 429 lb down and 182 lb Lip at 7-0-0, 81 lb down at 9-0-12, 81 In down at 11 -0- 12, 81 lb down at 13-0-12, 81 Ib down at 15-0-12, 81 lb down at 17-0-12, 81 Ib down at 19-0-0, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 Ib up at 30-11-4 on bottom chord, The design/selection Of Such connection device(s) is the responsibility of others, 8) In the LOAD GASE(S) section, loads applied to the face of the fit!$$ are noted as front (F) or back (B), WARNING - Verify design parourtetars, and READ NOTES ON THfS AND INCLUDED MITEK REFERANCE PAGE 111,107473 far, IOMZ2015 BEFORE USE. .. 0, *Ii t oilt, I l-c rNo only e,Alh MI l", k 1: (' ''I -it i'=' - t"I " lw.' I(IMI)n is t K m " A if I Y "; ' it) I ')r III i, kes 4 " wf i. I, I I" I, ,l , I ) if i, ilvi, k 1, )11 A Ilk Ill I I ' , t I if l I'e i I . rwl I It I ISN system , If"I (a " I M" I t I, a 1,01, 111 1e) , I'!'* It I, I t (,I I'l V, illy I t le < 1( 441, it Ali IV (It , 14iiaµp 1 x a c ile, 4, ifs , it II q ( 'r , )d y in 1 11 AJi t k * it i it i 1 111, ;l Ill I'urldlng'kisirn.MiTek' rs' Awoys wquif-j ["I' slotility'rid to i qevelll IkH zrz Willi r X usikdez I x'I),'Vol injoy, In, It qo[Kmfy 4 lu'kj' I, rt A it, -< ilk' n, 0 ,, rqode'Ilv(" Y. e1,: li"n , Irv, it 4, yif x) ,A It I mx" 11 vI fit 11" systems. I'. w(IANSI/Till I QualityCriteria, DSB-89 and SCSI Building Component 6904 Parke East Eirvirl Safety Information ec,44+I hwtr Iran ll,ilo If 011ut, 2i8 N, t,, Sir, 3 1?, /*xaa06, 1, VA X23 I'l Tarripa, FL 33610 W P0096 A713 TIUSS Type Hip Gilder T12986434 Builders FttstSource, Tampa, Plant City, Florida 33566 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 .25, Plate Increase=1.25 Unitorm Loads (pit) Vert: 1-4=-54, 4-8= 54, 8-11 =-54, 2 10=-20 Concentrated Loads (1b) 8,130 s Sep 15 2017 MiTek Industries, Inc, Wed Jai) 17 13:38:10 2018 Page 2 1 D: rfytRhr n E Rah3zft0 Rq KY R9zP(,PY-3xW E Ecqtqt SzPEdy0PGj 0 Pun666q 12 PIE Off W 8zuR DR Vert: 4: 105(B) 8-105(13) 18=-429(B) 12=-429(B) 16=-58(B) 7=-105(B) 5=-105(B) 15=-58(B) 6=-105(13) 19=-105(6) 20= 105(B) 21 W105(B) 22=105(13) 23=- 105(B) 24=-105(6) 25=-105(6) 26=-105(6) 27=-58(B) 28=-58(13) 29=--58(B) 30--58(13) 31=-58(B) 32=-58(B) 33=-58(13) 34=-58(B) A) f, WARNING- Verify design,04mmelars and READ NOTES ON THIS AND INCLUDED MITEKRIFFERANCE PAGE MU-7473mv. lav"0159EFORE USE. 1- 1 uN't curly With Milc k < onlxr' t-l' MiTek' Is llwoye l"PAl"I f"t 0 9 411ty, Ind I-[ qov'rnl colkif with 1 -)"4 qo ti'V'nol jillay, fly If A,f-lly 4 lnl kjo totwotion, 'lovrq(" -' klrv,cly'Irl'i 1wtang "4 llklsws ond 'o,AN$I/TPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Pa(ke East Blvd. Safety Information civ,llklt 4o fl,m lar's (1, lk> 141,11tuto, :116 N' toe "Oro 31 p" Alox,'"' 111, 1 VA Z'/31 4 Tanpri, Fl- 33610 WPOO96 81 Root Special Girder stSource, Tampa, Plant (,try, Florida 33566 7-1-8 9-4-0 11-80 17-11- 1-0-0 7-1-8 2-2-8 2-4-0 CI.3-9 5X6 - 5.00 12 2x4 O 4 5 oty Ply WPOO96 T12986435 2 Job RefeienctLoptiona 8. t30 s Sep 15 2017 MiTek industries, Inc. Wed Jan 17 13:38:12 2018 Page I tR[iriiERah3zliORqKYR9zPCPY-?Je?elsyMKihtXnLVqIBVq 9MvoYmwVlhhMPt)IzLIRDP 4-4-15 31-00 38-0-0 19 0 0 65-5 6-7-1 7-0-0 1-0-0 Scale, = 1 70 1 2x4 3XG 6)(8 = 6 I Sx8 IS T P = 17 16 15 24 25 26 14 1327 28 29 12 1 Sx8 STP 4x6 3X8 3x6 3x8 2x4 3x6 3-4 9-4-0 17-11-9 24-4-15 31 -0- 0 940 8-7 9 6 5-5 6-7-1 Plate Offsets (X,Y)-- 9:0-5-12,0 2-8] LOADING fpst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/delf Ud JGLL 20,0 Plate Grip DOL 1,25 TC 0,85 Vert( , L} 0.38 14-15 999 240 JCDL TO Lumber DOL 1,25 BC 0.77 Vert(CT) 071 14-15 629 180 BOLL 0,0 Rep Stress Inct NO WF 0,54 Horz(CT) 0.15 10 rL/a n/a BCDL 10,0 Code FBC2017fl P12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 7-9: 2x4 SP No, 1 BOT CHORD ROT CHORD 2X4 SP No.2 *Except* 13-16: 2x4 SP No-1 WEBS 2x4 SP No-3 REACTIONS, (Ib/size) 2=191010-8-0, 10=2510/0-8-0 Max Horz 2=60(-C 8) Max Uplift 2=,-521 (LC 5), 1 0=-852(LC 9) FORCES. (lb) - Max. Gomp./Max. Teti All forces 250 (Ib) or less except when shown TOP CHORD 2 3=-4018/1178, 3-4=-3819/1168, 4-5=-3792/1155, 5-6=-7155/2339, 6-8=-7155/2339, 8-9=-730112463, 9-10=-554811666 BOT CHORD 2-17=-998/3612, 15-17--1587/5417, 14-15=-234017301, 12-14=-1633/5039, 10-12=-1628/5007 WEBS 4-17=-854/2820,5-17=-3124/1075, 9-12=-105/712, 9-14=-804/2479, 5-15=4395/2025, 8 14=-686/420,6-15=-523/308, 8-15=-467/553 7 0 0 PLATES GRIP MT20 244/190 Weight: 353 In FT = 20% Structural wood sheathing directly applied, Rigid coiling directly applied or 10-0-0 oc bracing, Except- 8-1 1 -!1 OG bracing: 14-15 NOTES- 1) 2-ply truss to be connected together with I Od (0, 131 "xX) hats as follows: Top chords connected as follows: 2x4 - I row at 0-9-0 oc, Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc- Webs connected as follows 2x4 - I 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) Unbalanced roof live loads have been considered for lbrs design, 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TGDL=4.2pst, BCDL=,3.0psI1 b=15r: Cat, 11; Exp Q Encl., GCPl=0,181 MWFRS (envelope): cantilever left and right exposed ; end vertical left and tight exposed, Lumber DC)L=1,60 plate grip DOL=1.60 5) Provide adequa(e, drainage to prevent water pending. 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurront with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10, 9) Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 145 lb down and 107 1b Lip at 18-11-4, 145 Ib down and 107 In Lip at 20-11-4, 145 Ib down and 107 In up at 22-11-4, 145 lb down and 107 lb LIP at 24-11-4, 145 Ib down and 107 lb up at 26-11-4, and 145 lb down and 107 lb Lip at 28-11-4, and 166 lb down and 134 In Lip at 31 -0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 24-11-4, 81 In down at 26-11-4, and 81 Ib down at 28-11-4, and 429 lb down and 182 Ito up at 30-11-4 on bottom chord. The designiselection of such connection A k WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED AfrrEK REFERANCE PAGE M11-7473 rev. 1111113,2015 BEFORE USE, o ll,Ns sYsWln, N,+ J-rw. lti,r ['kal' fir iq , I,*JI u)I liikisl voilly It i(,, .ij J f<)t 41ity „I, kvqyn [,wrrir-lot o'. I I 1 I fly Iry "it 'vll', ttr, A,sr" III into ttr, V'* III MiTek' cilt 0wkv% dk)live ry, of, ton oT+A I c't tirls- ond It, w)ANSIJTPII Quality Criteria, D$4-89 and %CSI Burfaling Component 6904 Parke East 6tvd Safety Information ov4otlo li,,m Wr", Moto Instil, lla, ", lic H, 1-^ MwI. Wr, 317. VA 14 Tampa FL 33610 Job Truss Truss Type (sty Ply w P0096 T12986435 WP0096 Fit Roof Special Girder 1 2 job neterenc tonal Builders FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 2 ID:ifytRhiiiERah3zftQRqKYR9zPCPY-?Je?eisyMKihfXnLVqIBVq 9MvoYtnwV1hilMPbIZLiRDP LOAD CASE(S) Standard 1) Dead + Root Live (balanced): LUmber Increase=1,25, Plate ncrease=1.25 Unitoirn Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-9=-54, 9-1 1 =-54, 2-1 0=-20 Concentrated Loads (lb) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21 105(F) 22= 105(F) 23=-105fl 24=-56(F) 25=-58(F) 26--58fl 27=58(1`) 28=58(1`) 29--58(F) A) k WARNING- Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473rev. 1010312015 BEFORE USE, y"ski, Witt, lvllk+on;Vocl,Is, iti or "11 tIiViV, ha '1111"i'kIti,ti i,oiiMV) IV A I limiyNiot"w+ r" w, H Id,,qIVI moat —11Y th-401-ItAtilY',I 10%lrlI, wuv+(,It,,I Iw4-fly IIit0oIfV-oroll MiTe' r-I Mot4lity, It"IoI wv,,I "lh[-01* I. I, I I 'elw[ol qoi,rAv(,q'JAIIIq ItV, rit Movlq(, d,tllvoly, o( eXAI"n '"I'll hiocirq of IBus, sYsl,41 r,_%ooANSI/TPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke Easi Bred Safety Information oWiitot,ro Wont Im" 11,11" lnstrtutoZt`I H, 3 i?, MeYojVivio. VAX,1314, Tampa FL 33610 T12986436 WPOO96 BJ I Jack -Open 12 1 Job Reference optional} Builders F(iStSOLIrce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page I ID:rfytRhniERah3zfiQRqKYR9zPCPY-TWBNseta7dqYGhMX3YqQ22WUOJIeVV8BwL5y7TzuRDC 1.0-0 1-0-0 1-0-0 1-0-0 To 2x4 -- 1.5x8STP- 1 0-0 Plate Offsets (X,Y)- 2:0-1-14,0-0-101 LOADING (psi) SPACING- 2-0-0 CS1. OEFL. in (too) I/dell Ud TCLL 20-0 Plate Grip DOL 1,25 TC 0,15 Vel`11(1_1_; 0.00 2 999 240 TCDi_ 7.0 Lumber DOL 1,25 BG 0.01 Vert(CT) ODO 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 100 Code FB(',2017/TPI2014 Matrix-p LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORE) REACTIONS. (11b/size) 3=-8/Mechanrcal, Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=1 5(1-C 8), 2=1 25(LC 1), 4=1 8(I_G 3) FORCES. (lb) - Max. Comp,/Max. Teti, - All forces 250 (lb) or less except when shown. Scale = 1:6 5 PLATES GRIP MT20 244/190 Weight: 5 In FT = 20% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10 0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mpti (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft: Cat, 11, Exp G: Encl., GCpt=0.18: MWFRS (envelope) and C-C Comer(3) zone, cantilever left and right exposed; end vertical left and right exposed;G-G for members and force, & MWFRS for reactions shown, Lumber DOL=1,60 plate gtip DOL=1,60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconGlirfent with any other live loads. 3) * This truss has been designed for a live load of 20.0.psf 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 gi(det(s) tot truss to truss connections, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. 0'sskjll voqid for user only with Milos"' 1h1s'k"*'JIk it I'1%" shove, oncj is by rxr Ity,0vidool 1xiNdItKI <xnf rx nt 1-1 o inns system [44"lo kiso, tlaa t,till,filiq do'kIrlal muss warty Irk( "ll I'llexit slily c4 1*11'liwlef' (vyf I 4"l-Ily Inll xaol'> this f >skln Into flk,. "V(wfll Wviraq tndicate<f is lo fq,woril t,tl,*hIKJ <It indivil'i'KII rkl%s WO—kild/ol ch<vrf n-tnt-1, only. Alrdilwwil 110 flMwlllent t vx:lrlq MiTek' Is ' ilvickys roa #Ievj I,x Mobility, mid I" 1,4ow?rIt , "I[, with Ix 'M 4e I ru>tv 11 it kil my aryl r"fof nIly 411,v ii 1' t,kb( l.xltlol k' slologo" dollvef Y, 1110 tq'- lcilly of 11, Ns,.son, I Ilk ms systems, w,,,ANSI/TPl I Quality Criteria, DSB-89 and BCSI Building Component 6904 Plate East Blvd - Safety Information ovollohlo from, llkss I+ Ito IrMlhfto- lli tll- i'ie %I(o(A, 4kilto 31;1, Noxowivio, VA 22314, Tanpa, FL 33610 Job Truss Truss Type WPOO96 BJ3 Jack -Open Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x4 T12986437 10 1 8,130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13i38: 1',3 2018 Page 1 ID:rfytRIiniERah3zfiORqKYR9zPCPY-TWBN-,eta7dqYGhMX3YqQ22WTuJHt)VV8Bwi,,5y7TZ(lRDO 30-0 3-0-0 1 5,8 STP 3 0_0 3-00 Plate Offsets (X,Y)-- f2:0-0-2,0-0-01 LOADING (pst) SPACING- 2-0-0 CS1, DEFL. in roc) I/defl Ud CLL 20,0 Plate Grip DOL 1,25 TG 0,22 Vert(I-L) -0,00 2-4 999 240 7CDL 7.0 Lumber DOL 1 25 BC 008 Vert(CT) -0,01 2-4 999 180 BCLI_ 0.0 Rep Stress Incr YES WB 0,00 Hotz(GT) -0,00 3 n/i n/a BCDL 10,0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING- TOPGHORD 20 SP No,2 TOP CHORD BOT CHORE) 2X4 SP No-2 BOT CHORD REACTIONS. (Ib/s!ze) 3=52/MeGhanical, 2=187/0-8-0,4=26/Me,-IiariicaI Max Herz 2..-,59(LC 12) Max UpIttt 3=-42([_G 12), 2=-72([-(' , 8) Max Gtav 3=52(LC 1), 2=1 87(LC 1), 4=52(LC 3) FORCES. (11b) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown Scale = 1 10 8 PLATES GRIP MT20 244/190 Weighli 11 lb FT = 20% Structural wood sheathing directly applied w 3-0-0 OC puffins. Rigid ceiling diteGi[ly applied or 10-0-0 oc, bracing- NOTES- 1) Wind: ASCE 7 10: Vult=140rnph (3-second gust) Vascl=108rnph, TG'DI-4.2psf: BCDL=3.0p,,f, h=15ftl Cat, III Exp C; Encl.. GC pi=0.18, MWFRS (envelope) and G-C Comer(3) zone, cantilever left and right exposed: end vertical left and right exposed,C-C for members and forces & MWFRS tot reactions shown, Lumber DOL _1.60 plate grip DOL-1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads- 3) * This truss has been designed for a live load of 20.0pst on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 42 In uplift at joint 3 and 72 lb Uplift at joint 2, A)t, WARNING - Verity design pammeters and READ NOTES ON THIS ANO WCLUOE0 &fITFK REFERANCE PAGE M-7473 re, 10MIXIIS BEFORE USE. volkil P t kN ,Itly With milt+ I('I"It tr, de9f in I, t x uo' I "Ii(y tit "n I - 1(Tin, aIol' sh. , ot, I K f, 't , 0) A Ix IilK) cou'fr(nl' I " r I If, m system " frva' It- t .I must verity lth of f4i, ot Arty "(' 1"'4gn 1* it, ftn"I"fs (if" I t " t x'fly u, <'Ij , '1, Ile " 1i% A"-*Jqr+ it)f' , It ,V J( III eutt' w-nly' is cAwoys w fuiw'l (of Aot',Ilityond k' fl,wofit Will) i"(son'll ini'tryol vi fc't r Aly'Vrtwx'ro rot, 4i,""qtk)n' di'4ivoiy' "w, llonoftAtltring o4 ttuw, and sooANSI/TP111 Quality CrIle0o,M-89and SCSI Bullring Component Safety Information ov,4lol4o from IRN'11,110 rmlilukt' 2IIM Nit MiTek' 6904 Parke East Stvc! Tarrpa Fl, 33610 Jab TRlss I cuss I yk e uty WPOO96 BJ5 Jack Open 6 Builders FirstSouice, Tarnpa, Plant City, Fionda 33566 m I D:dytF t-0-0 5-0-0 100 500 3x8 1.5x8 STP- Ply WP0096 T12986438 1 Jab Reference (optional) _ 8.130 s Sep 15 2017 MiTek industries. Inc- Wed Jan 17 13:38:14 2018 Page 1 rtE Rah3zttQRgKYR9zPCPY-x0I3_ tC uxzPurxkd F LfaF 3ZQlax EyOK9?r W fvzuR DN Seale = 1:15.8 5-0-0 5-00 Plate Offsets (X,Y [2:0-8-0.0-0 10) LOADING (psf) SPACING- 2-0-0 CSI. OEFL- it) loc) I/detl Lld PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0,56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCOL TO Lumber DOL 1,25 BC 0,26 Vert(CT) -0.05 2-4 >999 180 BGLL 0.0 Rep Stress Incr YES WB 0,00 Harz(CT) -0,00 3 n/a n/a BCDL 10,0 Code. FBC20171TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudirts- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/O-B-0, 4=46/Meohanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2= 75(LG 8) Max Grav 3=114(LG 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when Shawn. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gush Vasd=108mph; TGDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. li; Exp G; Encl., GCpi=0.18; MW FRS (envOope) and C-C Comer(3) zone; cantilever left and right exposed , end vertical left and right exposed;C-G for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gitp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girdei(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNWO Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-T4T3 rev 1Rr "OIS BEFORE USE fkaslpn vtiFi f f r uut anfv xilh R4IIF k nrx c tws ihi # `ttF h txxicr I,+niy+r( xxr l rr ru e fen Jr mm, ,xr 1 is for <ar it pvi fit ri I:xdr firxl xxrrF ix nt rx t r tiucs sYSKm 6 +'wuv, Iho txniling4'sio trr}ttstv(-Wyth,")144v 114111y-f trxmII'l,t fly it", 'It flnK, I—krrl Into the ";"AlIII txdlrltr} ete , In ESttt rnQ frxfk NcNf is F> txev<vil txlckirnr} 4 ie uftF Kfu9 hum 400t an. ffcx chi id mcarefk_x*rs >nlY_ f tir2lta exN lecnt x<xy cu S lxx n ruvnl Fv s:ir>S7 h hvays i«xtultsnlrex aktt duty cu c7 k rac; vcant edl,>E rs;42ttirx kW dc=lq;racxxxl EttltttY ux9 txe,t rttY .kxn l,aet f r .nE.r ri <7edcfrstn.>u*J.atcAr l ttrc fot ik otl,,n o,ey}a, dekivety. ow, ih>n ;rrxt t IcVAI l of hu r rxxf ttuaa ra.ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Intotmanon ar Krt Fe Frarn Innc Vf rie instihrft:, 2[f4 N I r?<a Strr I Arne 31?. N axcvh9rf } VA 113i 4_ Nil. Mf Lek 6904 Parke East Blvd. Tarrpa_FL 33610 T12986439 WPOO96 Builders FiistSource, Tampa, Plant City, Florida 33566 8,130 s Sep 152017 Mi lek Industries, Inc. Wed Jan I/ 13:38:15 2018 Page 1 lD:tfytRhmERah3ztrQRqKYR9zPCPY PuJ7HJuqfF5GW'?WwAysLt7Tckb7pDzNAUNta3BMZLIRDM 5-11-10 8-4-0 10.4-0 12-86 18-8-0 1-0-0 5-11-10 24-6 2-0-0 2-4-6 5-11-10 Scale = 1 33 3 3x4 34 3r4 4 5 5 00 -1-2- 2x4 13 2x4 ci 3 7 12 di 2 10 I 5x13 STF1 9 1 SX8 STP M 4x6 i SX8 ST p 1,8 3X8 10-4-0 13-4.0 84-0 20-0 3-0.0 5-4-6 Plate Offsets (X,Y)-- [20-4-2,0-1-8],[4:0-2-0,0-2-11],t6:0-2-0,0-2-111.t8:0-4-2,0-1-81,[11:0-2-0,0-0-0] LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (too) Vdetl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1 25 TC 0,53 Verl(LL) -0,17 2-10 >898 240 MT20 244/190 TCDL TO Lumber DOL 1.25 PC, 0,71 Vert(CT) -0,36 2.10 >417 180 BCLL 0'0 Rep Stress Incr YES WB 016 Horz(GT) 003 8 n/a n/a BCDL 10,0 Code FBC2017/-rPI2014 Matrix-SH Weight: 76 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-1 1 0 oi, purlins, BOTCHORO 2x4 SP No,2 BOT CHORD Rigid coring directly applied or 6-4-13 oc, biacing, WEBS 2x4 SP No 3 REACTIONS. (ILIsizo) 8=575/0-8-0,2=703,10-80,9=126/0-8-0 Max Horz 2=60([-G 16) Max Uplift 8=- 1 62(LC 13), 2=- 198(1-(., 12), 9=-7(LC 13) Max Giav 8=575(LO 1), 2=703(1C 1), 9=1 59(LG 3) FORCES. (1b) Max. Conip,/Max. Ten. - All forces 250 (11h) or less except when shown, TOP CHORD 2-3=-1067/826,3-4820/646,4-5= 721/610,5-6=-721/610,6-7=-817/653, 7- 8=-1060/881 BOT CHORD 2-10=-700/938, 9-10=-676/913, 8-9=4378/913 WEBS 3-10--278/395,5-10=-358/416, 7-10--252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140rriph (3-second gust) Vasd=108niph, TCDr-=4.2pst, BGDL-3,0psf; li=l 5ft; Cat, ill Exp C 1 Et)(,I,, GGpi= 0.18, MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exrenoi(2) 5-0-0 to 18-4-0 zone, cantilever left and right exposed I end vertical left and right exposed;C-C for uIpmt)(J's and forces & MWFRS for reactions shown, Lumber D01-1 .60 plate grip bof-= I .tto 3) Provide adequate drainage to Prevent water ponding. 4) This truss has been designed for a 10,0 pst bottom chord live load nonconcurlent with any other live loads, 5) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of it us$ to beating plate capable of withstanding 162 lb uplift at joint 8. 198 lb Uplift it joint 2 and 7 lbuplift at ioint 9. WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED M(TEKREPERANCEPAGE Mit-7473 rev, YOM312015 BEFORE USE, I fol 1li1s, ioSi'tnmt'j'w' I )I i, I irol (inkvir,1,1,1'31t A ittlino'-ml, 'I ntI- w4ow u-, 1h'x t unf ittkp lcutln< t niii't ,';Iffy ltv of 44r, cit'Arry "I c 1,akirl I I 't, r -1y in, IF a 11, 11'(s tesk lil ink It— it MiTek' I000e ' 1"tiv( lyoloctkq' arri t * y'11V'1 0 1 itu 1 yytile iris, sooANSI/Ttill Quofffy Criteria, DSB-89 and BCSI Buill Component 6904 Parke East B!,ld Tamria f--l- 33616 WPOO96 C2 Hip Job Reference (aptiona_,__ Qu__ liders RistSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 17 13:38:15 2018 Page I ID:rtytRhn)ERah3zliORqKYR9zPCPY-PLiJ7HJuqfF5GW?WwAysu7Tcjl7rllzKeUNfa3BMzLIRDM 1-0-0 64 0 12-4-0 181M 1-0-0 6-4-0 6.0-0 6-4-0 Scale = 1 33 5 5X8 4XG 4 500 12 ue 10 2 0 6 7 I 5x8 STP 2x4 3x4 6 1 SX8 STP 3X8 1 5x8 STP 3X6 3x4 6,4-0 64-0 Plate Otfsets (X,Y)- 2:0-4-2,0 1-81, [3 0-5 12,0 2-8) LOADING (pst) SPACING- 2-0-0 TCLL 20,0 Plate, Grip DOL 1 25 TCDL TO Lumber DOL 1,25 BGLL 0,0 Rep Stress Inca YES BCDL 100 Code FBC2017ITP120I4 12-4-0 60-0 13 4 0 1880 100 54-0 CS1. DEFL. in too) Udell Lld PLATES GRIP 1C 0.58 Verl(LL) 0,06 29 999 240 M F20 244/190 BC 0,61 Verl(GT) 0,09 7-9 999 180 WB 0,32 Hofz(GT) 0,02 5 n/a n/a Matrix-SH Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2)(4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc puilins BOT CHORD 20 SP No,2 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 5-337/0-8-0,2=603/0-8-0,6,-,464/0-8-0 Max Horz 2=49(LC, 16) Max Uplift 5=-87(L(' , 13), 2=-1 73(LG 8), 6=-99(L(,, 9) FORCES, (I b) -Max. Com p,/Max, Ten. - A8 forces 250 (1 1b) or less except when shown. TOP CHORD 2-3=-885/581, 3-4=-398/390,4-5---512/322 BOT CHORD 2-9--460/748, 7 9=-461/758, 6-7=-180/406, 5-6=- 180/406 WEBS 3-9=-19/282, 3-7=-426/319'4-7=-1 59/264 NOTES- 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnphl TGDL=4.2psf. BCDL=3,Opsl: h=1 5ft, Cat, ll; Exp C; Encl_ GGpi=0.18, MWFRS (envelope) and G-G Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 18-4-0 zone, cantilever left and right exposed end vertical left and right exposed,G-C for members and totces & MWFRS for teactionssihown, Lumber DOL=l 60 plate grip DOL:_1.60 3) Provide adequate drainage to prevent water porrd0g, 4) This truss has been designed for a 10,0 pst bottom chord live load nonG0nCLIrtent with any other live loads 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all area,, where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Cis Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 In uplift at joint 5, 173 In Uplift at Joint 2 and 99 Ib Uplift at joint 6. AfAk WARNING- Verify design parameters and READ NOTES ON THIS AND INCLOOEOMITEKREFFRANCE PAGE A111-7473 rev. 1"312015 BEFORE USE, q,f' 11'x thr" - 1,s p il&IN, "I MiTek' Is, Ilw,;Ys [", pnr, 1 1, x Mot Ally (it 1< J to pf, weJ"l Mth I 4o; Ifz0 sty -# xI 14"1 +'11 ly i 1< %Iw k{}- for gki4st" e r"jwilot j III,, 6904 Parke East Blvd. Safety Information ovollot,lo (),,m ftkws 11, 1k) It"itiluk" Ilii N, t-r VA 2Y314 Tarrpa FL 33610 W P0096 CJ3 Builders FirstSource, 1,5_0 1-5-0 Diagonal Hip Girder 2Y4 LOADING (psf) SPACING- 2-0-0 CS1, TOLL 20.0 Plate Grip DOL 1,25 TG 0.29 TGDL TO Lumber DOL 1,25 BC 010 BGLL 0,0 Rep Stress Inct NO WB 0,00 BCDL 10.0 Code FBC2017/1-PI2014 Matrix-p LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2X4 SP No.2 REACTIONS. (lb/size) 3=31IMecharrical, 2=201/0-10-15,4=28/Me(,t)ar)IGaI Max Holz 2=58(LC 4) Max Uplift 3=- 1 7(LC 19), 2=-94(LC 4) Max (31 av 3-45(LC 32), 2=201 (LC 1), 4=57('LC 3) 8.130 S 6ep 15 2011 MI I ID:rtytRhn)ERah3zliORqKYR9zP(.'.PY 32-14 3 2-14 3-1-14 32-14 T12986441 7 T3 38 16 2018 Page T Bz4W JvistdcJ KdkozuR DL Scale = 1 92 DEFL. in loc) I/defl Ud PLATES GRIP Verl( I-L) 0.00 2-4 >999 240 MT20 244/190 VerpCT) - 0,01 2-4 >999 180 Hoiz( C-F) -0.00 3 n/a n/a Weight: 12 i1b FT = 20% BRACING - TOP CHORD Stl`LiCtUtal wood sheathing directly applied or 3-2-14 oc putlins, ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) - Max, Comp -/Max. Teri. All forces 250 (1b) or less except when shown. NOTES- 1) Wind: AS(,,E 7- 10: Vult=l 40rnph (3-second gust) Vasd=1 08mph, TCDL--4.2psf, BCDL=3.Opsf; fh=l 5ft: Gat 11; Exp C., End- C, Cpi=0,18; MWFRS (envelope,), cantilever left and tight exposed , end vertical left and fight exposed, 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 ANSIfTPI 1, 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurent 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) Peter to giider(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 1b uplift at joint 3 and 94 lb uplift at joint 2, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb Lip at 1- 4-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and I In down at 1-4-15. and I lb down at 1 -4-15 on bottom chord. 1- he design/selection Of Such connection device(s) is the responsibility of others. 9) In the LOAD '.:ASE(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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) AAI, WARNING- Verify design pararnaters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473ray. 10103,2015 BEFORE USE, 1, 1 rw'4)ly Witt) MiTek l" 11 1c, Motz' '1'wx'y)z d"qiV'A Y, 'A'X 1i"'l lor xI v ') of hus," ' and ftm, sylle' Im looANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Tampa, Fl, 33610 T12986442 Job Truss WPOO96 GJ5 8 ice, ian-pa, elan <,Iry. 3X6 Diagonal Hip Girder 2 1 Job fleterenc ± 412rlLop —2a- 8.130 s Sop 15 2017 MiTek Industries, Inc, Wed Jan 17 13:3817 2018 Page 1 ID:ttytRhinERah3zfiQRqKYR9zPCPY-MHRtii?w50sL litJINLiMCulizlwYaR,J7nirz3AGEzuRDK 3-99 7-0-2 39-9 328 Scale = 1 16 2 70-2 7 &2 Plate Offsets (X,Y) - 2:0-3-0,Fdgej LOADING (pst) SPACING- 2-0-0 CS1, DEFL. in 100) I/dell L/d PLATES GRIP TOLL 20,0 Plate Grip DOL TC 0,98 Ved(LI..) 0,10 2-4 756 240 MT20 244/190 TCDL 7,0 Lumber DOL 1,25 BG 0,52 Vert(G-1) 0,18 2-4 440 180 BOLL 0.0 Rep Stress InGr NO WB 0,00 florz(GT) 0,00 3 n/a n/a BCDL 10,0 Code FB02017frPI2014 Matrix SH Weight 24 In FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No-2 FOP CHORD Stfi-101,11al wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD 2x4 SP No,2 BO T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 3--158/Mediantoal, 2=352/0-10 15, 4=75/M(,1(,,hanrCaI Max I-lo'rz 2= 1 00(-C 8) Max'Upit(t 3=-91 (LO 12i. 2=- 1 59(LC 8) Max Giav 3=1 58(LC 1), 2=,352(LC 1), 4=1 20(I-G 3) FORCES. (11b) - Max Conip./tviax, Teri. - All forces 250 (lb) of less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult= I 40pipri (3-second gust) Vasd=l 08inph, ',(t)L=4,2psfl BUDL=3 Opst, h= 1,5ft: Gat. II: Exp G, End- GGpi=0.18, MWFRS (envelope) and G G Gorner(3) zone: cantilever left and tight exposed (,no vertical left and right exposed;G-C for members and fOtGeS & MWFRS for reactions shown; Lumber DOI-=1,60 plate grip DOI 1, 630 2) This truss, has been designed for a 10,0 psf bottom chord live load nonconCkIrrent with any other live loads. 3) * This truss has been designed for a live load of 20.0pisf on the bottom chard 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 gader(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 In uplift at joint 2. WARNING Verily deeign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. lol" If I— fonry,ij—)[* it, in)«tovs I), —I).' xl,iraf-tsI ilvIl'Adif. it 'I v'fil, I v A n1ml - tily III,, .)r I 4t-11 Alit' 4,111, Ink, 1111, , RvIf 'I"I wIry 11 flits 11irr , tiv* + Vofcfll Hu I,inq it okxfle, I K lorw,vimt huckinq ot ifu fivi, l(i, 31 lfu4, Wc4' Iry I/"( cA-1, It I,eint x ts oI dy. Addifi( i At, ittir w wity (Xvi (mw )frvei it I + Y ring 14 tov I'lo, lion ilnd kv.rciny 4 hirs—, and lltiss eVIolm, I Quality CrIterlo, DSO-89 and SCSI Building Component Safety Intontrafion ov<iirot 4o hom iFkf,,, Kd, If"Illillo, :/Ic 114 1 "'i SrIti,+ 31?, /Ilexofvdit), VA !'Xl. 14 Wok' 6904 Parke East Blvd TwTpa FL 33550 Job WPOO96 Qty Ply WP0096 T12986443 3 1 I Truss Truss Type CJ7 Diagonal Hip Girder 1, Plant City, Florida 33566 o lion 8.130 s Sep 15 2017 Mi Tek Industries, Inc. Wed Jar) 17 13:3&l 8 2018 Page I I D:i fytRhiTi E Rih3zfiQRq KYR9zPG PY-q T?GvLxIyATr N S EVs5PbI 5E H PKw 1 Akhw4dplogzuR DJ 7.0-8 9-10-1 7-0-8 2-9-9 Scale = 1212 2x4 - 2Y4 2x4 7-08 9-10-1 7-0-8 2-9-9 Plate Offsets (X,Y)-- [2:Edge,0-0-6] LOADING (psi) SPACING- 2-00 CS1. DEFL. in ioc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1,25 7 G 0,43 Vert(LL) -0,05 2-7 >999 240 MI-20 244/190 TCDL TO Lumber DOL 1 -25 BG 044 Vert(CT) -011 2.7 >999 180 BCLL, 0.0 Rep Stress InGr NO WB 0,17 Horz(CT) 0,01 5 rVa n / a BCDL 10,0 Code FB(2017fTP12014 Matrix-SH Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 T0PGHORD Structural wood sheathing directly applied or 640 o(, puffins. BOTGHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oG bracing - WEBS 2x4 SP No,3 REACTIONS. (Ib/size) 4=14/Mechanical, 2=445/0-10-15,5=400/Mectiar)[(;aI Max Harz 2=131 (LC 22) Max Uplift 4=-35(,,C 22), 2145(1-C 4), 5=-154(LC St Max Grav 4=29(LC 18), 2=445(LC 1), 5--400(LG 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORE) 2-3=-593/161 BOT 01-IORD 2-7=-206/527. 0-7=-206/527 WEBS 3-6=-696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; Vult.=140rnph (3-second gust) Vasd=108rnph; I CDL=4,2psf; BGDL=3.0psf: h=15ftl Gat. 11, Exp C, Encl., GGpi= 0,181 MWFRS (envelope), cantilever left and right exposed: end vertical left and fight exposed, Lumber DOIL=1.60 plate grip DOL= 1,60 2) This truss has been designed (or a 10,0 pst bottom (-.hold live load nonconcurrent with any other live loads, 3) * This truss, has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Reter to girder(s) for trUSS, to truss connections. 5) Provide mechanical connection (by others) Of puss to bearing Plate capable of withstanding 35 Ib uplift at joint 4, 145 In uplift at joint 2 and 154 lb uplift at joint 5, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated ioad(s) 68 In down and 65 lb up at 1- 4-15, 68 Ib down and 85 lb up at 1-4-15, 25 lb down and 38 i1b LIP at 4-2-15, 25 lb down and 38 Ib Lip at 4-2 15, and 5011 down and 87 In tip at 7-0-14. and 50 lb down and 87 lb kip at 7-0-14 on top chord, and I lb down at 1 4-15, 1 lb (town at 1-4-15, 18 lb down at 4-2-15, 18 ib down at 4-2-15, and 38 In down at 7-0-14. and 38 It, down at 7-0-14 on better-, chord. The 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 lncrease=1.25, Plate lncrease=1.25 Unitotm Loads (pit) Vert: 1-4=-54, 2 5=-20 Concentrated Loads (lb) Vert: 3=-75(F=-38, B=-38) 7=-36(F=-18, S=- 16) 8=44(1`=22, B=22) WARNIN6, Verify design parameram and READ NOTES ON Ttft$AND INCLUDED AfITEKREFERANCEPAGE Aftf-7473 rev. I&O"OIS&EFORE USE, t)oslept vol kilot its" only with, onw"fot" K, t, ' I )Nyot-n I ")I, ('.I on trrlMduol 1 1)of rt,4 It., t4likikid' I mi' t VsJay th-il 141, Afilly ^4< I, oqn I w if it I,$ I I, q.,,t IV it v -I It 'It- I, n,4, )I I it &, If-, V,+ 'It t,)tAkx1)n tk. do lvotv, I ,my, ow,'Ik,ntitmo-uvI itttsayvslerns. Se eANSI/Tpl I Quality Criteria, DSB-89 and SCSI Building Component i 6904 Parke East Blvd Safety Information ov*144o troth loos llote UistiAdca, 'In 114 1,xe Sliool, bult,. 3 1?, VA 22314, Tan -pa FL 33610 Job TRISS Truss Type Qty Ply WPOO96 T12986444 WP0096 Dl Root Special 1 1 Job Re(eienct_(2RIi Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek industries, Inc. Wed Jan 17 13:38:19 2018 Page I ID:itytRhmERah3zfiQRqKYR9zPCPY-I(Ze6hxLjTbh?cphPowqHJn)OykF3v9V31HYHL7zuRDI 1-0-0 6-8-0 9.0-0 13-0.0 14-4-0 18-80 1-0-0 6.8-0 2-4-0 40.0 1-4-0 4-4-0 Scale = 1 34.1 4X6 — 3 I 5x8 STP 3x4 — 3x4 9 2x4 1 SX8 STP 1 , 4x6 x8 STP — 3x4 3x4 6-8-0 10-6-0 130-0 14.4-0 18-80 6-8.0 3-10-0 2-6-0 140 4..4..0 LOADING (pst) SPACING- 2-00 CSL DEFL. in (IoG) /defl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TG 070 Ved(LI-) 009 2-11 >999 240 MT20 2441190 7CDL 70 Lurnber DOL 1.25 BC 0,46 Vent(CT) -0,10 2-11 >999 180 BCU 0,0 Rep Stress Incr YES WB 0,26 Hofz(("'T) 0,01 7 n1a n/a BCDL 10,0 Code FBG2017/TP'12014 Matrix-SH Weight: 78 lb F1 =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purins, BOT CHORD 2x4 SP No-2 BOTGHORD Rigid Gelling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=164/0-8-0,2=530/0-8-0,9=710/0-80 Max Horz 2=51(LG 12) Max Uplift 7=-68([_C 13),2=-152(LC 12), 9=-176(LG 13) Max Gitav 7=176(LC 24),2=530(LC 1), 9=710(l-C 1) FORCES, (lb) - Max, Comp./Max. Ten. - All forces 250 (Ib) or loss except when shown - TOP CHORD 2-3=-672/597, 3-4=-604/636 BOTCHORD 2-11 =-4071550, 9-11 =527/617 WEBS 3-11 -111/265, 5-9=.269/231, 4-9=-654/527 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-1Q Vult=140,mph (3-second gust) Vasd=108mph; TGDL=4,2psf' BCDL=3.0psf; h=15f1l Cat. 11, Exp G, Encl_ GCpi= 0.18, MWFRS (envelope) and C-C Cornea (3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-8-0, Comer (3) 6-8-0 to 18-4-0 zone, cantilever left and right exposed I end vertical left and tight exposed'G-C for members and forces & MWFRS tot reactions shown, Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 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 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 68 In uplift at joint 7, 152 In uplift at joint 2 and 176 in uplift at joint 9. A& WARNING -Verify design pammitars and READ NOTES ON THIS AND tNCLUVEDARTEKREFERANCE PAGE MM-7473mv, la*MIS BEFORE USE. IX*'* Involt f ("Iuvl "nly Witt, qn'ondislot tlidlv(<Awll S oriw, ly, wquiwI tot 'Iot 4111y, and 1 k t lo"'Jil with t-mit 4e it 41july .InO I tot`lk qtk"(" stovlq'e' cfr lll,'13Y. Oli W11 l Alli t,41x11hj of 'n'l tilm 'Y'Iofns. -,lANSItTPJI Quality Criteria, DS8-89 and SCSI Building Component Safety Information owiilolio hom ftkmllotolnfilulo, 2IWN, too',Ai-A, Suilo 31:1, Welk' 6904 Parke East BNd Tampa FL, 31610 Job TIL WPOO96 D2 Builder- FirstSource Tampa. 500 12 Truss Tylie city Ply WP0096 T12986445 Root Special Girder 1 1 Reference o tiotlaj ity_,Florida 33566 8- 130 s Sep 15 2017 MTek Industries, (no, Wed Jan 17 13:38:20 2018 Page 1 1 D:j tyl R1rfnE Rat 13zfj QRq KY R 9zPC PY- ms70K 1 yzU ni Ycri)OtzWS3qWJ b?8S6eaYDXxI qtz-ZLiR DI 1 11-0-0 1640 1 6_8_0 19-8-0 6-8-0 4.4-0 5-4-0 24-0 1-0-0 Scale = 1 34 2 6-8.0 68-0 4xG - N 12 4xG 402 4 I ----- ---- 1'1 --- _ I -------- 3x4 2x4 1 5X8 S1 P 4x6 -- 14 7 16 4X6 3x4 11-0-0 13-4-0 164-0 18_80 4- 4-0 24-0 30-0 24-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Lid TOLL 20,0 Plate Grip DOL 1.25 TC 0,55 Verl(LL) 0,10 10-12 999 240 TGDL 7.0 Lumber DOL 1,25 BG 0,96 Vert(CT) 017 10-12 689 160 BOLL 0,0 Rep Stress incr NO WB 0,41 Hotz(G-F) 0,02 6 n/a n/a BCDL 10,0 Code FBG2017ITP12014 Matrix-SH LUMBER- BRACING - PLATES GRIP M- 1-20 2441190 Weight: 80 Ib FT - 20% TOP CHORD 2X4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 OC putlins, BOT CHORD 2x4 SPNo.2 BG T CHORD Rigid Gelling directly applied or 10-0-0 OC bracing. WEBS 2X4 SP No,3 REACTIONS. ( lb/size", 2=590/0-8-0,6=372/0-8-0,9-z490/0-8-0 Max Herz 2,--44(L(,' 8) Max Uplift 2= 163(l-C 8), 13 127(l-C 5),9=-1 17(L(_-, 9) FORCES. ( lb) - Max Comp./Max, Ten, -All forces 250 (11b) orless except when Shown TOP CHORD 2-3=-841/207, 3-4 803/202, 4-5=-321/112, 5-6--370/107 BOTCHORD 2- 12-131/704, 10-12=-303/1088, 9-10=-285/1044, 8-9=-285/1044, 6-8=-70/330 WEBS 3- 12=-44/349, 4-12=-4491214, 4-10=-308/125, 4 8=-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design- 2) Wind: ASCE 7 10; Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4,2pst, BCDL=3.0psh, h=15ft, Gat, 11, Exp G, Encl., GCpt=0. 181 MWFRS (envelope), cantilever left and right exposeo; end vertical left and right exposed, Lumber DO[ =1.60 plate grip DOL=1, 60 3) Piovide, adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconGUrrent with any other live loads. 5) * This truss has been designed for a live load Of 20,0psf on the bottom (,,hot,' in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members- 6) Provide mechanical connection (by Others) Of truss to bearing Plate capable of withstanding 163 lb uplift at joint 2, 127 Ih uplift at joint 6 and 117 In uplift at joint 9, 7) Hanger( s) ar other GOoneCtlOn device(s) shall be provided sufficient to support concentrated load(s) 20 11) down and 23 1b up at 13-7- 4, and 20 in down and 23 In Lip at 15-7-4, and 86 lb down and 93 Ito tip at 16-4-0 on top chord, and 13 lb down at 13-74, and 13 In down at 15-7-4, and 20 lb down at 16A 0 on bottom chord- The desfglllselectlon of such connection doviGe(s)!s the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss we noted as front (F) of Pikok (Bj LOAD CASE( S) Standard 1) Dead + Rool Live (balanced): Lumber Increase=125, Plate InGrease=1.25 Uniform Loads ( pit) Vert: 1- 3=-54, 3-4=-54, 4-5=-54, 5 7=-54, 2-6=-20 Concentrated Loads ( lb) Vert: 5= 24fl 8=-0(F) WARNING -Verify design pantritter. ititaf READ NOTES ON THIS AND tNCLUDED MfTFK REFFRANCE PAGE M11-7473 rev. 1010"015 BEFORE USE. NY;h' ' I to In. rivrAVA MiTek' k)[Aroto'n, st"vigo, dolivo(y ow( llor"11x it do'Ar"q «f hrrsu i ono $(it i% tiY%Ionls, weANSI/tPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Pa,ke East 6W Safety Information Divjirot+ I 4om IfIm I'loto 111,1110", ?16 N 1,,, Mto,I, Ar,xxxAwi,'VA 72314 Tanipi FL 33610 Job Truss Truss Type ty Ply VVP0096 112986446 WPOO96 El Hip Gilder 1 1 Bu-0de-tsFitS-tS0L1rCe, Tarrib's,-Plant City, -Florida 33566-------- 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page I ID:ttytRIiniERah3zliORqKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMiiib I NP?zuRDG 1-0-0 5-0-0 8-4-0 13-4-0 1-0-0 5-0-0 3-4-0 5-0-0 Scare = 124,3 4x6 4116 8 4 5 2 I 5x8 STP 2x4 2x4 1 5X8 STP 3x4 3x4 5.0-0 8-4-0 13,4-0 5-0 0 3-4 0 540 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in floc) I/detl Ltd PLATES GRIP TOLL 20,0 Plate Grip DOL 1 25 T C 0,36 Verl(tt-) 0,06 5-6 >999 240 M T20 244/190 TCDL TO Lumber DOL 1 25 BC 0,46 Ved(CT) -0,09 5-6 >999 180 BCLL 0,0 Rep Sties,, InGr NO WEj 0.12 Horz(CT) 0,03 5 n/ar n/a BCDL 10,0 Code FBC2017/TP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied of 4-6-8 oc putlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No,3 REACTIONS. (rb/size) 5=721/0-6-0, 2=801/0-8-0 Max Harz 2=41 (I-C 12) Max Uplift 5=243(LC 9), 2=-274(LG 8) FORCES. (11h) - Max. Comp./Max, Ten - All forces 250 (11h) or less except when shown TOP CHORD 2-3=-1413/482-3-4=-1 250i454, 4-5-1411(478 BOT CHORD 2-7=-403/1238, 6 7=-400/1250, 5-6-402/1238 WEBS 3-7=0/307, 4-6=0/306 NOTES- 1) Unbalanced root live loads have been considered tot this design 2) Wind: ASCE 7-10; Vult=140tbph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=151t, Cat. 11; Exp C; Encl- GCpt=0,18; MWFRS (envelope), cantilever left and right exposed I end vertical left and right exposed, Lumber DOL=-1 60 plate grip DOL=1,60 3) Provide adequate drainage to prevent Water Policing. 4) This truss has been designed fora 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide, mechanical connection (by others) of truss to hearing plate capable of withstanding 243 lb uplift at joint 5 and 274lb Uplift at joint 2, 7) Hangef(s) or other connection device(s) shall be provided suffvjenl to support concentrated load(s) 188 lb down and 185 IL Lip at 5-0-0, and 60 In down and 87 Ib up at 6-8-0, and 188 lb crown and 185 lb Lip at 8-4-0 on top chord, and 116 lb down at 5-0 0, and 52 11) down at 6-8-0, and 116 lb down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 8) In the LOAD CASES) section, loads applied to the fa(',0 of the tWSS are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate InGlease=1.25 Uniform Loads (pit) Veit: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3= 141 (F) 4w 141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9= 26(F) ol WARNING - Verify design parameters and REAR NOTES ON THIS AND WCL.UDEDMFTEKREFERANCEPAGE Mll-7473 rev. 1010JI2015SEFORE USE. nV, I milolk"', I"I" lhi"rosign Is txi- I )I I is (oI 'Iff,firit I- I ntI nriiA I I nost V,?Irry th-114 41, 11 v I xxrly Inn If 4'. Ilea .VeI, III killdrit, , i4"* rn' Korwoys (", 'Y' Oom, and BCSI Building Component n ,Itrr,'o"Ind IIII", - woANSI/IrlIll Quality CrItsfio, DSB-89 w.ty Intormcition ovrlrol*roin rrkr-i 11fAo Instittde. ?IiI N, (-'Af-A &lfeil7, No* it, r0o, VA',1X'i14, KRA' 6904 Parke East Blvd. Tampa.FL ' MIO Vv 1`009b T12986447 WPOO96 EJ3 Jack -Open 2 1 Job Reforenct_(2 Builders FT[sFSouice, farnpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page I ID: i(ytRhniERah3zfiORqKYR9zPCPY-E2gPXNzbF5rPEwz4XDziMks(tXlON77MnibINP?zuRDC, 2-4-0 1-0-0 2-4-0 2x4 — I 5x8 STP 2-4 0 24-0 Plate Offsets (X,Y)- 2:0-1-14,0-0 101 LOADING (psf) SPACING- 2-0-0 CS11, DEFL. in loo) lidefl Ltd TOLL 20O Plate Grip DOL 125 TC 0,22 Vert(LL) 0,00 2 999 240 TCDL 7,0 LUMbet DOL, 1,25 BC 0,04 vefi(CT) 0,00 2-4 999 180 13CLL 0,0 Rep Stress Inor YES WB 0,00 Horz(C',-) 0,00 3 o/a n1a BCDL 100 Code FBC2017/TP12014 Matrix-F LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No.2 BOTCHORD REACTIONS. ( lb/size) 3=28/fvlechani cal, 2 = 168/0- 8 0, 4 = 1 9/Meciiar i; Gal Max Horz 2=49(!_C 12) Max Uplift 3=-27(LC 12), 2=-74(LC 8) Max Gtav 3=28(LC 1), 2=168(LG 1), 4=39(LC 3) FORCES. ( 11)) - Max, Connp./Max. Teri, - All forces 250 (lb) or less except when shown Scale = 1 9,4 PLATES GRIP MT20 244/190 Werqhl: 9 Ih FT = 2M Structural wood Sheathing directly applied or 2-4-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oo bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140rnplb (3-second gust) Vasd=1 08mph, TCDL=4,2psf, l3CDL=3.0pst: h=15ftl Cal, 11, Fxp G; Encl_ GCpi= 0.18; MWFRS (envelope) and C-C Corner(3) zone: cantilever left and right exposer] , end vertical left and right exposed:C G for members and forces & MWFRS for reactions shown, Lumber DOI-1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf notion) chord live load nonconcurtent with any other live leads. 3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2 0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 27 lb uplift at joint 3 and 74 in uplift at joint 2. WARNING - Verity design parameters and READ MOTES ON THIS AND INCLUDED NifTEK REFERANCE PAGE M11-7473 ref,, I"W015 BEFORE USE w0i (,, I (i,a only Min mll,*uxxxc lol4, rhm,l,,Iqo K I vlua #"Illy ul -0 t,)I, .911 is In, '91 iir fie4,fual txjfldin'l (-n,f-r4)1q. 1x4 Nil' o lm,s lt,+'w uso 111c t'OkAIKI Ae*lnof must v,,01Y tl-t Of1:* 11t`141Y 'I'JOMOII fx11'111-lolz 'Ht'i [ 'J"I"fly it,, xq.,Iol,> 11-1t, t"ro lhx ov,will IW V Jo j it ,*:, 11- 1 Is 10 r cw,,nt t xeckfir>s# r I thlliv+rk 1,11 tors W"t h <yr I/or MiTek' Lrhi 111," n skleKro, dolivoly, ol,XcIlon orVA hto, inq')f tilts lystl ms. sIh,,ANSt/TPII Quality Criteria, DSB-BF and SCSI Building Component 6904 Parks Ease Blvd. Safety Information float lfw, f@<1lea lwhhrf,a, 7,W N k-Sli-A, 317, VA ?t'Mil Tampa FIL 3L3610 Job Truss Truss Type ury ply VVP0096 T12986448 WPO096 EJ5 Jack -Open Job Reference (2pjLona_1j. Builders —RistSouice, —Tampa— —Plant City, T—londa 33_566______ 8.136 s Sep 15 2017 MiTok Industries, Inc, Wed Jan 17 13:38:22 2018 Page I ID:rfytRhniERati3ztiORqKYR9zPCPY-iEEr)lI DOOzGs4YG5xUXvxOxPx,;o6aMW7Fi)xxSz(iRDF 1-0.0 5-0-01-0-0 5-0-0 Scale = 1, 14,9 D 5-0-0 Plate Offsets (X,Y)- 20-8-0,0-0-1101 LOADING ( pst) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/deti Ud TGLL 20,0 Plate Grip DOL 1,25 TC 056 Verl(L[,) 0,03 2-4 999 240 TCDL TO Lumber DOL 1,25 BG O.26 verl(cl_) 0,05 2-4 999 180 BGLL 0,0 Rep Stress ln(;f YES WB 0,00 Hotz(GT) 0,00 3 n/a n/a BCDt 100 Cade FBC2017/TP12014 Matrix-13 LUMBER- BRACING- PLATES GRIP MT20 244/ 190 Weight: 17 lb FT = 2046 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied of 5-0.0 oc purfins. BOFCHORD 2x4 SP No-2 BOT CHORD Rigid Getting directly applied or 10 0-0 oc bracing. REACTIONS, (Ib/ size) 3= 1 14/Mechanil;al, 2=253/0-8-0. 4=46/fvlech aniu'al Max Horz 2=91 (I-C 12) Max Uplift 3=-81 (LG 12), 2=-75(LC 8) Max Giav 3=1 14(LC 1 ), 2=253(!-G 1). 4=92(L(: 3) FORCES. 'ib) - Max, Gomp,/Max, Tot) All forces 250 (11)) of leas except wifen shown, NOTES- 1) Wino: AS(-',E 7-10; Vult=140rnph (3-second gust) Vasd=l 08roph, TCDL=4,2psf, BGDL=3 0psf, h=15ftl Cat, III Exp G; EnGi_ GCpi=0, 18: MWFRS (envelope) and G _G (.omer(3) zone; cantilever left and right exposed ; end vertical left and right exposed:'--(, for members and forces & MWFRS for reactions shown, Lumber DOLWl 60 plate grip DOL=1,60 2) This truss has been designed tot a 10,0 pst bottom chord live load nomomurrent with any other live, loads, 3) * This truss has been designed for a live load of 20.0psf on the, bottom chord in all aloes where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnembefs 4) Refer to girdet(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 tb uplift at joint 2- WARNING - Verify d"fignparameter, and READ NOTES Ot4TH(SANOINCL.UDEDMITEKREFERANCE PAGE M11-7473rev, 10103120158EFORE USE, I ucAirj I, t uy:,,n1ywith Mll,*im- In, if" f,r M-Yst' lm' I liustv'litty 11. 1144i"'It'llity I, l' 11' t A fit' III Iq d',m4{n N' P ftig 0- 1 Is 1" 1 t A eMh( Welk' infivi, il A fill, w'q Irl, Ihl , 1-r, I fct(Nic atkri. M(w kjo. '+lflwiv, o' (_ Al"I l < it z I hf, 1.11 1, 4 hussc s m id Ilk I", 'YA'A I I,, v, xANS1/TPI I Quality Criteria, DSB-89 and BCSI fluilding Component 6904 Parke East Blvd Safety information ovotioHo ftcxnl Itm, I'lot'l 11011kit'l, 2Iii ri, k,I ',Into Noxon, W,r 'JA 2.3I4 Tampa. FL 10 WPOO96 Builders Truss I russ I yfee UTY Hly vVt1VVV0 T12986449 EJ7 Jack -open 20 1 Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 17 13:38:23 2018 Page I ID:ifytRhtnERah3ztiQR(IKYR9zPCPY-Aflo9y3 r11157TD7See?ti)S9xONLapr1cfDvWUUuzuRDE 7-0-0 1-0-0 7-0-0 Scale = 1 r19.8 3X8 — 4 1 5x6 STP 7-00 7-00 Plate Offsets (X,Y)-- t2:0-8.0,0-0-10] LOADING (psf) SPACING- 2-00 CS1, DEFT. in loc) I/defl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 0,93 Vert(l-L) 0,13 2 4 594 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BG 0.59 Vert(CT) 0,18 2-4 431 180 6CLL 0.0 Rep Stress Incr YES WB 0.00 Hotz"CT) 0.00 3 n/a ri/a BCDL 10,0 Code FB02017/FP12014 Matrix-SH Weight: 23 lb FT 20% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) Max Horz 2= 122((X 12) Max Uplift 3= 102(1-C 12), 2=-85(L-C 121 Max Grav 3=159(LC 1). 2=324(LC 1), 4=121(LC 3) FORCES. (if)) - Max Comp,/Max. Ten. - All forces 250 (it)) of less except when shown- BRACING - TOP CHORD Structutal wood sheathing directly applied of 2-2-0 or puilins, BOT CHORD Rigid coiling directly applied of 10-0-0 OG bracing- NOTES- 1) Wind: AS(-,F 7-10: Vult=140rnph (3-second gust) Vasd=108rnph, -FGD1-.--4,2pst, BCDL=3.Opsf, h=15tt; Cat, 11, Exp C, Encl., GGpi=018 ' MWFRS (envelope) and C -eiCCorn(3) -1-0-0 to 5-0-0, Exterloi(2) 5-0-0 to6-11-4 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 2) This truss has been designed for a 10,0 psf bottom chord live load 110110011CLInent with any other live loads, 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 till by 2-0-0 wide will fit between the bottom f-'Jiord and any other merribers, 4) Refer to girder(s) for IFUSS to (CUSS connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 102 lb uplift at joint 3 and 85 b uplift of joint 2, WARNING. Verity design parameters and READ NOTES ON THtS AND INCLUDED MITEK REFFRANCE PAGE 11,111-7473 rev. 10103MIS BEFORE USE. VIll'i thridosiqrl Is I 11irvdool MiTek' I( A 0'x III, ztt ' '1(' fqe' Aow live (r,"llon catxi 14"I,Af h3 • A ttwu ' and Im", sy'lonm woANSI(TI'l I Quality Criteria, DSB-89 and SCSI Building Component 6904 Pattie Fast Blvd Satety Intormotlon c w4lot +) ft,m bums 11,1t, jjfror,, 216 1,1t-a ',Aj, e. t. 5olle 31'/. N,x, 1(,Ar. VA 2IV31 4 Tarrpi FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate or, joint unless x, y offsets are indicated Dimensions are in ff-in-sixteenths. Apply plates to both slides of truss and fully embed teeth. 0- 1/ 11, For 4 x 2 orientation, locate plates 0— -` from outside edge of truss. This symbol indicates the required direction, of slots in connector plates Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dirnension, is 41L the length pcfc!IeI to, slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use 7 or I bracing if indicated, BEARING Nel" indicates location where bearings supports') occur, Icons vary but reaction section indicates joint number where bear I ngs occuf. Min size shown is for crushing only. Industry Standards: ANSI/TPI I : Notional Design Specification for Metal Plate Connected Wood Truss Construction. F—ISB-89 Design Standard for Bracing. SCSI Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses 0ti Numbering System 1 6-4-8 j d , irnensionsshown;n ft-n-sixteenths-&enths E)-) ( r,- w,rids not to scale) 2 3 TOP CHORDS 7 6 JOINTS ARE GENERALLY NUMBERED/ LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS CC -ES Reporfs, ESR-1 311, ESR-11352, 6S2I988 DR-3907, HR-2362, ESR-11 397, FSR-3282 LY 0 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 1- 2012 MiTek(E) All Rights Reserved IIIIIIIIIIIIIIIIIIIN A W1 I MiTek' MiTek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I Additional staLijity bracing for truss systerr, e.g. cftogonol or X-bracing, is always required See BCSI, 2 Truss bracing must be designed by an engineer. For wide truss spdclrsj. Individual lateral braces themselves require or alteroctive Tor I bracing ` shou ld be considered, N r exceed tree design loading shown and never stack materia on inadequately braced trusses 4. ProvicJee Copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties 5 C Lit members To bear fightlyagoinst each other 5,. Place plates or, each face of truss at each joint and ernbed fuliv. Knots and wane at joint locators are regulated by ANSI/TP! I 7, Design assumes trusses will be Suitably protected from the environment in accord with ANSj/TPJ 1 noted, moisture confenlof 1(,mbar Sholi not exceed 1* % at time of fabrication. P jrIeSS eXpr- ssly noted, this design is not applicable for use wvith fire reto;aont, preservative treated, or green limber 10 Camber is rion-Structural consideration and is the responsibility of truss fabricator. General practice is to carrZer lorc,4eool load deflection 11 Plate ','Vrc-- $2e,orienfaton and locationdimensons indv-'a ledare rronimurl'i Plating requi!emenfs 12 Lumber used Sriaili be of the species and size, and In alit respects, equal to or better than that specified 13 Top chords gust be sheathed or purlins provided of spacing indicated on design, 14, Boittorni:J,,ords require lateral bracing at 10 ft, slowing. or less, if nic ceiling is installed, unless otherwise noted 5. Connectons not shown are the responsibility of others 16. Do, riot Cut rajter truss member or plate without prior app"ovai of or. engineer, 17 install and lCod vertically unless indicated otherwise. 18 use of green or treated lumber may Rose Unacceptable environmental, heoith or performance risks. Consult with proiect engineer before use 19 Review --I( portions of this design (front, back, words and r-,ctri;,es" before use. Reviewing pictures alone is nct sufficient 20. Design asufnesmanufacture in accordance with ANSUTPI 1 Qualitv Criteria. BEARING HEIGHT 5GHEDULE i L I m j 1 — JI CID "HJ3 8J3 49 t E 978 i R6B i ! : Al i t C- - - - - - --- - NOTES 1) R ER TO HEB a (R uOMMENL;A, (0^35 FOR NAND:LNu MT P hTION AND EMPORAR BRA.CIN6; Ri R:.^ER FO FNGiN _FE ORAWItiGS FDR P..RMA,N'V' I BRACING R" QZ:RcD. Al I Z) ALLVALLEYSFRAMING) MU51 BE 60MPL F1 ay DECKED OR REFER TO DETAIL V105 fOR R] - ALTERNATE BRACING REQUIREMENTS. I'D 5.) ALL VALLEYS ARE '0 BE C0NVF_NLONA; LY FRAMED BY BVILDER Pt l I A-) ALL TRLi' E5 ARE DES,iv_D FOR 2' cc. MAX]" hFACING, LWL 55 OTHERWISE NDTET?. N PLACEMENT F, l ty 5 i P' AN ARE ( *ID REP TO BE LADP1 ( n n BEARING. UNLE55 OTHERWISE NOTED. fil 6.) 5YA2 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL. ROOF TRU55 'HANGERS TO BE 5lMP50N HT1jZ6 US.EGS OTHERWISE NOTED. ALL ILOOR TRJS tKAN6,ERS'O BE S;MYSON T THA422 OtHERW15E NOTED. BEAMIHEAPEFP INTEL (HDR) TO BE i FURN35HEP B" BOS..DER. B3 E 5HOP DRAWING APPROVAL t TH15 LAYOUT 15 THE 54 E'AWCE FOR FABRICATUJN OF AW ymlx A_! PRFVmr, RPru(Tf ri WAI Of OTHE? j tK[h5 LAYOtit5. REVIEW AV A '20VAL Or THE t A OJT W,6T BE RECENEII BEFORE ANY Rtffi_, WU BE 5JA T VERIFY ALL i COFAITI tS TO INVE A,146 (. k%B THAT WILL 2E'iV iN EXTRA CHAUb TO YOU. Bt. ._— - tqu>ut Pekrery Eau __ HJS Pal H_; i __RAFirstSourceBuilders a— -- — ---7 Orlando PHONE. 407-1351-2100 FAX 407-051-7111 Plan t City HJ3 ' s PHONE. 813-759-5a51 FAX 873-752-1552 m HJ3 I m u w. cx J i m o LkLDfR Starlight Homes 1769 Hawking T LIiAi AV;V55 Ffq>IDd WPOO96 xac N1 7 11-7-17 1 Josh City of Sanford Building and Fire Prevention... Product Approval Specification Permit # # 1 8 0 Project Location Address * Cl0 L-C>0-, 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 DescrVtion Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC FL15036-R2 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL1 2194-136 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 Underlayments 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 I LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS F 158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) na June 2014 1 /2/2i718 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear dbDxProduct Approval 0 USER: Public User Product A orpovalMenu > Product oE_6ppliLA n 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 43517 419) 298-1740 rickw@rwbidgconsultants.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 r . .T• . Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eouiv (b)Eguivalengy of Standards.pdf hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx 1 /3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 15036.1 i a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 C b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 i c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 f d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 i e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eyal 15036.1.{df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.12df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3 )df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 92 II (9) 105> 5Q16.4.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval15036.4.odf Created by Independent Third Party: Yes 68 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eyal 15036.5.rdf hftps://www.floriddbuilding.ofg/prTprjop 'atLaspx 1 /2/2b 18 15036.7 g. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.8 j h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration Installation Instructions IFL5036R211 (a) Inst 15036.7.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.7.Ddf Created by Independent Third Party: Yes 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) lost 15036.8.Ddf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a)val 15036.S.Ddf 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 {2 I (a) Int 15036 9 Rdf Approved for use outside HVHZ: Yes j 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 FL1506 R2 AE (a) Eval 15036.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. , i036.10 j J. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with -,"Non - Impact" Sidelites - Outswing /Inswing (OXXO) Configuration Use Installation Instructions for use in HVHZ: Yes FFL15035 R2 11 (a) Inst1503610.pddf id for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Resistant: No Created by Independent Third Party: Yes ressure: N/A Evaluation Reports ee INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eyal 15036 10 Ddf use limitations, installationinstructions and product Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 20077-ZO13 State of Florida.:: PrivacyStatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant Section 455.275( i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click berg_. Product Approval Accepts: Credit Card Safe https://www. floridabuilding. org/pr/pr_app_dtl.aspx 3/3 R W Building Consultants, Inc. 0|V NioD poBox 2mv^m^o,rl, 33595 Plione 8/3u9v97 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Scope: This isaProduct 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. RWBuilding 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. 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. 1 When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of thoFBC. 4.When used inareas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections 1G08.12&R301212 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,15030.6 require further engineering analysis by a licensed engineer or egio$*md 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. Ofor size and design pressure limitations. Supporting Documents: 1. Test Report No. TELO146033O- A^B.0 STTB00001 15427'107362 AT\07508, 01- 10O-18 ETC-01-741'18705.0 ETC-01-741-10583.0 TEL'06'1031-8 1DrawiIg No. No. FL15030.6 3. Calculations Anchoring Zest Standard ASTMD1828-96. A3TMDO35- 03 ASTMD2843- 8S ASTK4G2O-85 AGTKAE84- U0a ASTKAD1g28' SO T8G202- 84 TAS2O2' S4 TAG202' g4 Prepared by RVVBuilding Consultants, Inc. ( CA #9813) Prepared bRW Building Consultants, Inc. (CA # 9813) 4, Quali!y Assurance Certificate ofParticipation issued byNational Accreditation and Management Institute, certifying that ThennaTmCorporation ix manufacturing products within aquality assurance program that complies wi\ h(SO/}EC 17V20and Guide 5l Testing Laboratory Signed bV Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc, Lon Hicks, VPOperations William E. Fitch, P. E. Joseph /\ Reed, PE. Wendell VVHaney, P. E. Joseph LDolden.P.E. Wendell VV.Haney, P£ Lyndon F.Schmidt, P. E uoxxSigned & Sealed by eo, Lyndon F. Schmidt, P.E. IIJ FL PE No. 43409 10/ 16/2017 Sheet 1vf1 JVVtCJ 375 MAX. OVERALL WIDTH sic -Craft: FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not tents for the "HVHZ". Inswing units shall be installed (in the "HVHZ" ) only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes s 6Z Z Z7o W w Uj M: w d < LL_ W J U_ J JJ W WW o > X O d Q Q b a a WING EXTERIOR C444 J-L- 1 HORIZONTAL CROSS SECTION 2 EXTERIOR 4.11" 30 k Z TOP RAIL CATCH STILE 42 1.49" Lo SG >= 0.67) -F mm 21 0 17 0.15, C'SINK TYP.) 20 4 A 4 A 4 3 3 3 m E) INTERIOR EXTERIOR EXTERIOF 27 40 v at a R El. a a 6" M 4j ( 0 1 j L co to MASONRY— TYP. HEAD — — `" bo OPENING & JAMBS I MASONR o OPENING 10 Ui FRAME Q 0- `4 2X BUCK 0* — O l N C; 2X BUCK F C4 1 STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF omens may be adjusted to maintain the min. is "MAX. ON CENTER" must be adjusted to D mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. MIN. CLEARANCE M M CLEARANCE MENT TO MASONRY TO ADJACENT EDGE ANCHOR BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF MASONRY TYP. HEAD OPENING — & JAMBS FRAME n 2X BUCK _ F 1 FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF E —' Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors d CENTER" dimension are not exceeded. MIN. CLEARANCE I MIN. CLEARANCE f TO MASONRY TO ADJACENT Fnr.F ANCHOR d O HINGE JAMB Cn LO LQ N{ I O a MASONRY TYP. HEAD OPENING & JAMBS CL E FRAME v O 1 X BUCK F TYP. t SILL v v 4. ° ° v a v, v FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ETE SCREW STEEL STEEL W 1.15" MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 37NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES (780) STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC DDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56 ---I o 2.36! t 14 20 HEAD & SIDE Jamb M j-- 2.2EY' 4.63 M ci 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' — Eq 33 SELF ADJUSTING SADDLE THREHOLD 4.56" i 2.36" i nN O X7 Building Inc. r` r, Dl/lD2"OD D1l Dl Q ' Consulting an d Ser vices kxthe BviW g|ndos y po, nm2mvm«rLo 5 mm=mmn»w7 Florida Board of Professional mgioenccrtificate ofa^honutionw", 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Class ic-C raft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Scope: This isaProduct Evaluation report issued byRVVBuilding Consultants, Inc. and Lyndon F.Schmidt, P£(System 0# 1988 for ThonnaTmCorporation based onRule Chapter No. 01G2O'3.Method 1Dof the State ofFlorida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interestinthe 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" (MVMZ), 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, 1 When used in the " HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of theF8C. 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 FOCSections 1009. 1.2&R3U12.1I. 5. For 2xstud framing construction, anchoring of these units shall bethe same asthat shown for 2xbuck masonry construction. Site conditions that deviate from the details of drawing FL15036.7 require further engineering analysis by Umanaad 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 ''MVMZ' Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected byanoverhang orcanopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9.See drawing FL15O3O7for size and design pressure limitations Supporting Documents: 1Test Report No. Test Standard TELO140O338f\B.0 ASTMD1S29-9G.ASTMDO35-03 ASTM D2843-99 TEL0146O339+\.B.0 ASTND1S2g'gO.ASTMD035- O3 ASTMD2O43'S8 GTTS00001 ASTMG20'g5 15427- 107362 ASTME84'00o 4T|67508.01'106'18 ASTK8D1929'88 ETC-01- 741-10705.0 TAS2U2-94 ETC-01' 741'105810 TAS 202'9* TEL-06- 1031-8 TAS202-84 TEL05'1031-4 TAS202-94 2, Drawing No, Prepared by No. FL1503O.7 RVVBuilding Consultants, Inc. ( CA #8O1J) 3. Calculations Prepared by Anchoring RVVBuilding Consultants, Inc. ( CA #9813) ASTkxE1300Glass Load Lyndon F.Schmidt, P.E, 4, Qualily Assurance Certificate ofParticipation issued byNational Accreditation and Management Institute, certifying that Th*nneTruCorporation ia manufacturing products within aquality assurance program that complies with \SO/|EC17020and Guide 53 Testing Laboratory Signed by Testing Evaluation Lab,|nu Lyndon F.Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VPOperations Omega Point Laboratories William E. Fhoh, P.E. Architectural Testing, Inc. Joseph & Reed, P.E. ETC Laboratories Wendell VV.Haney, P.E ETC Laboratories Joseph LDo|den.P.E. Testing Evaluation Lab..| no. Wendell VV.Haney, P.E, Testing Evaluation Lab,|no. Wendell VV.Haney, P£ LJ% J V ICJ 53.13' MAX. OVERALL WIDTH ssic-Cr I ., RGLASS DOOR W/ S DEL TE INSWING / OUTS WING WON-IM ACI r ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material 1cco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. ytal sill item #39 under active doors and all sills used under sidelites meet IVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS I an pressures & general notes I l O O z z 3 3. z O LU LU W W J U- J JJ W CeW x xQQ o a o. SG >= 0.67) Lh1CR1VR J INTERIOR 1 HORIZONTAL CROSS SECTION 2 42 TOP RAtL 1-11 1.49" i 44 EXTERIOR 4.11 43 LATCH STILE rnunr r-wrsr N n^vv^sa R1rr 5" GLASS BITE EXTERIOR INTERIOR G >= 0.42) e frame screws) is 1/2" MIN. GLASS THK. 1/8', TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS G GLAZING DETAIL 5 insulated glass w/ smc lite frame to o 1.53" --! EXTERIOR 1A1TC61^M 5' GLASS BITE GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR EXTERIOR 0.15"--- C'SINK TYP.) MONTAL CROSS SECTION wing shown - inswing 7pproved EXTERIOR NOTE: 115, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 66". 8 7 40 SEE NO1 IN E` A EXTERIOR a a a v v a d Q L 63 19zn INTERIOR 60 61 iS SECTION nswing INTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet t z for "HVHT' Water infiltration requirements ` m LU LU 2 VERTICAL CROSS SECTION 5 Shown w/t X sub -buck INTERIOR 7 $ b b D ^ p b y p a O u a 6 a b D 0 D Z d f L 7Cd LU 14 Z a- C SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ing shown - inswing pproved EXTERIOR EXTFRI()R SEE NOl z a 5 VERTICAL CROSS SECTION 6)Outswing configuration A FrM__ - - IMAM AAFFINAF/40 IP7 EE N)OTEI INTERIOR EXTERIOR VERTICAL CROSS SEC77ON 6 Shown w/ 1 X sub -buck 14 NOTE: 1. Anchors ass'y thri sill at 4" in from e( INTERIOR EXTERIOR AULLION OWN FOR FERENCE ONLY IORING hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. STRIKE JAMB MIN. CLEARANCE MIN. CLEARANCE NT TO MASONRY TO ADJACENT EDGE ANCHOR 2„ 1" 4n MASONRY OPENING FRAME 2X BUCK M OUTSWING L INSWING M OUTSWING 0 L INSWING Z% LATCH & DEADBOLT DETAIL F63 SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) f 65 66 LQ N ro CN I HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 I Cq MASONF OPENINt E CN FRAM I X E HINGE JAMB FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. M N. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT EDGE ANCHOR INSWING OUTSWING INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUUU 24 1/4"INILRULF'I SPAULK SILLL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /2" PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL Z WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I1 66 3/16" X 2-3/N' PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/N' PFH ITW CONCRETE SCREW STEEL 2. 4.63 16 OUTSWING SIDELITE 1 BUMP IACE THRESHOLD I 2.59" Spacer y 1.69' 2.14' 7 4 C'• 1.68, --j 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Pltonc 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 PfQCIUCt Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wt SideQtes 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". 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 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TestingLaboratory 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. Preyby Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Preaged by xp Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) a`g yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance M . Certificate of Participation issued by National Accreditation and Management—•-----...., Institute, certifying that Therma Tru Corporation is manufacturing products o within a quality assurance program that complies with ISO/IEC 17020 and P _ Lyndon F. Schmidt, P.E. FL PE No. 43409 Guide 53. Sheet 1 of 1 r 10/16/2017 i v v 1\v Ssic-craft., GLASS DOOR W/ SIDELITES NSWING / OUTSWING WON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material 4cco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet ME% g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I 1n pressures & general notes lazing detail 68.5' MAX. OVERALL WIDTH 0 O z Z 3 z 0 x - C _ w x Uj LU _ w U- W J f1 J J W WLU 0 0 Q Vnl o a O Lj EX I LRIUK \7o n C44 INTERIOR 1 HORIZONTAL CROSS SECTION 2 f 9 1 h f 1 2 42 TOP RAIL 43 LATCH STILE t .49" 48° G >= 0.67) INTEI t HINGE ME ,; BOTTOM RAIL 5' GLASS BITE 23 EXTERIOR 25m INTERIOR 25 SG >= 0.42) e frame screws) is 22 25 24 29 G i GLAZING DETAIL 5 insulated glass w/ smc lite frame ROSS SECTION 5' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 r25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame f---1.5T lLn Ce fTC ent e 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACF 1/8" TEMPERED GLASS EXTERIOR INTI INTERIOR 0.15" 17 -- I-- C SINK TYP 4= D ZONTAL CROSS SECTION 61 6 HORIZONTAL CROSS SECTION rwingshown - inswing 5 4 ( 3 3 4 § 4 Shown w!1 X sub -buck approved 6 6 A 6 5 5 5 NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5' & 66". INTERIOR S EXTERIOR 15' 0.15, INK C'SINK --iP.) TYP.) 8 3 7 r INTERIOR 40 7 I EXTERIOR Gn Y'nM SEE NOTE 1 I5U-11 12 SEE NOTI XTERIOR 4TERIOR 0.15, CSINK --j nP•) WONIliji6C231Kra " i M. 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements VERTICAL CROSS SECTION Shown w/IX sub -buck J l ] A ------ LU 19 Z C.L t/3 CD SEE NOTE 1 EXTERIOR CAL CROSS SECTION dng shown - inswing pproved EXTERIOR PYTFRIOP SEE NO' 50 rnz0: C) N LU 1` d • o -a d V d G d d C a n d v° 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR Aft VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck z NOTE: 1. Anchors ass'y thri sill at 4" in from e, INTERIOR EXTERIOR ANCHORING CQ0 10 FON STRIKE JAMB ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to rtar joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT JT EDGE I IANCHOR 21' n 1" 4„ 27 T7 I SEE DETAIL 1 L zo M TYP. HEAD & MASONRY JAMBS C14 iOPENING FRAME TyP• Q °' E0 c? O 2X BUCK F TYP. F C4 SILL N rrr SEE DETAIL 2 FRAME ANCHORING HINGE JAMB Masonry 2X buck constriction M OUTSWING L INSWING OUTSWIN L INSWING DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) DETAIL 1 Attach surface bolt 12 strike plate to frame as shown (Inswing) NrurzF n SONf ENIN, FRAM Ixf FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN. CLEARANCE MIN. CLEARANCE F TO MASONRY TO ADJACENT EDGE ANCHOVII coIo LO 7 HINGE JAMB Ui LOc14 Li LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 65 66 00 100 63 INSWING OUTSWING INSWING HINGEDEMAIL Aftac strike as sh rvvvLi JA+ 111+ 11-41LM-LF 1 3rrn',L1% 31CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS ALUM. STEEL 40 E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS gEATHER-STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP, d STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1/2" PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL E o 2.12° - o 1 OUTSWING SIDELITE b" 2.59" - 16 Spacer 2.14" —( N Ci sr.nun u 4.6T - eiymp- FACE THRESHO 5.75' Building Inc. ,, Ol/^^lIl[I ,Q 78[J|T DIS ^/'w C vki a G mkvt[|di| puumzmvu"c r o5m nm o/3^m»n, Florida Board of Professional Engineers Certificate of Autborization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Scope: This iso Product Evaluation report issued byRVVBuilding Consultants, Inc. and Lyndon F. Schmidt, P.E. (System |U# 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, RVVBuilding Consultants and Lyndon F.Schmidt, P.E.donot 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 beaolisted and spaced aushown ondetails. Anchor embedment onbase material shall bebeyond wall dressing orotu000. 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 inareas outside cf the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with F8C Sections 1809.1.2 & R301212 5. For 2xstud framing construction, anchoring of these units shall bethe same asthat shown for 2xbuck masonry construction. 8. Site conditions that deviate from the details of drawing FL15030. 9 require further engineering analysis by m ||nenomd 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 ^HVMZ"Inswing units shall be installed (in the " HVH[Z") 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. Ei See drawing FL15O30.9for size and design pressure limitations. Supporting Documents: 1. Test Report No. TELO14O0336+\8.0 STTG00OO1 15427107362 8Ti075U8. O1'1O8- 18 ETC-01-741' 10705D ETC-01- 741- 10593D TEL-06'1031'3 lDrawing No. No, FL15O36. S 3. Calculations Test Standard A8TMD1828-98.ASTMU835- 0J ASTMD2843- 88 ASTMG2O'g5 ASTKAE84-00a AOTW1D1929-3O TAS%O2-84 TA82O2- 84 TAG2O2' 34 Testing Laboratory Signed Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab,,Inc, Lon Hicks, VPOperations William E.Fitch, P.E. Joseph A.Reed, PE Wendell VKHaney, P, E, Joseph LDoNen.P.E VVonde||VV, Manay, P. E. Lyndon FSchmidt, P£ Signed & Sealed bv mum:m Anchoring.|A 1 Lyndon FSchmidt, PE Quality Assurance Certificate ofParticipation issued byNational Accreditation andManagementInstitute, certifying that ThennaTmCorporation ia 4' manufacturing products within uquality assurance program that complies with |3[ V|EC 17020ond Guide53. Lyndon p.Schmidt, P. E. FLpsNo. 43409 1VM8/2Ul7 Sheet /of1 Prelgared by RVVBuilding Consultants, Inc. (CA #9813) Prepared by VVVKJ 74.5' MAX. OVERALL FRAME WIDTH SSIC-CI at., ERGLASS DOUBLE DOOR INSWING / OUTSW NG NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Jcco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in le locations protected by an overhang or canopy such that the angle rverhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is zZ N z O LU O O w wi U_ W J U_ J JJ W Q LLJWw O 'o sXXQa o a aLl I SWING OVERALL FRAME DIMENSION EXTERIOR k`f° 1 HORIZONTAL CROSS SECTION 2 EXTERIOR INTI 4.11" -j h t2 42 TOP RAIL 43 LATCH ST!F 1.49" 3( a AK (SG >= 0.67) t I k CI I CI I 3 IAITCDlnD EXTERIOR 2, 1 3 3 4 3 E) INTERIOR EXTERIOR O v Q I 63 14 z INTERIOR ROSS SECTION on - inswing i VERTICAL CROSS SECTION Inswing configuration see general notes, sheet i for "HVHZ" Water infiltration requirements vsub-buck AA o at n n b 6 b n i MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors SAX. ON CENTER" dimension are not exceeded. MIN. CLEARANCE MIN. CLEARANCEJN. TO MASONRY TO ADJACENT EDGE. ANCHOR Ind" 27 4" jj rl r r SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q ONLY _ v F TYP. fA(L — 2„ SILL 4 ! 1 1 1 1 i i FRAME ANCHORING sonry 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. uifN. MIN. CLEARANCE MIN. CLEARANCE DMENT TO MASONRY TO ADJACENT EDGE ANCHOR 1 /4fl 7 4!1 r SEE DETAIL MASONRY TYP. HEAD OPENING iAMss ASTRAGAL SHOWN FOR FRAME REFERENCE QONLYg d 2x Buck F SEE DETAIL iYP SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF OL (2) 63 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 0 U 64 DETAIL i Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 e M N LQ N HINGE JAMB K 10 HINGE DE I t 110 SEE DETAIL n l re IEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q ONLY — v O F TYP. 117, TAIL 7, ' SILL FRAME ANCHORING sonry I X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB Ne comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. V IN. MIN. CLEARANCE MIN. CLEARANCE 55DMENT TO MASONRY TO ADJACENT EDGE ANCHOR 2" 4" MASONR' OPENING FRAN IX Bt DETAIL I I IA,( SEE DETAIL 10 7 TYP. HEAD JAMBS ASTRAGAL SHOWN FOR ` 7 E REFERENCE X c ONLY g c cli CK F — SEE DETAIL TYP. 2rr r r r r SILL — r r Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 a FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF 1 t.% DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 0 u M Cf t LOCN Ln HINGE JAMB 95.25' 20.63" 18S' = 14.38" j 3 }TYP. 13 TYP. 3.25' SEE NOTE 1 ( 3 4 II-- a.VV L I I--- a.13, I ASTRAGAL DETAIL TYP. 13 3.25" 7' 0.75" TPPnW AT THE Tr)P ANTI vvvvu WOOD ONCRETE SCREW STEEL ZRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE ZEW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15" MIN, EMBEDMENT STEEL ALUM. STEEL STEEL ALUM. EATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL f WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY) POLYURETHANE STEEL X .25" THK. STEEL STEEL ALE END X 1-3/4" L. STEEL STEEL 4.30 n o 2.36' --I S FI HEAD b SIDE Jamb m I 4 L 34f 4.63' M 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.76' LQ LQ 33 SELF ADJUSTING SADDLE THREHOLD 4.56' 2.36" n I ( o T Building Inc.^^ ^~ ,. lllx.D.ODSD1T DI3,`v v° B Consulting and Engineering Services for the Building Industry FloridaBoard apwao~nalEngineers mmfic*mmmwzm"*No. mo 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 isaProduct Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for ThoonaTmCorporation based onRule Chapter No. G1G20-3.Method 1Oof the State dFlorida Product Approval, Department ofBusiness & Professional Regulation. RVVBuilding Consultants and Lyndon F. Schmidt,PE, dunot 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. i This product has been evaluated and isincompliance with the 6th Edition (2V17)Florida Building Code (FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall beaslisted and spaced anshown ondetails. Anchor embedment mbase material shall bebeyond wall dressing ur 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 inareas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FOCSections 10Ug.12& R301,212. 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'15030.10 , oqu|e further engineering analysis by a |iounoeg engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under eidohoaomeet water infiltration requirements for ''MVMZ' 0. Inswing configurations and outswing configurations using sill items #31 and # 33 under the active door do not meet the water infiltration requirements for the ^MVHZ' 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 FL45O301Ofor size and design pressure limitations. Supporting Documents: 1. Test Report No. TELU146O336-A,8.0 TEL0148V33S+\D.0 GTTSOVVO1 15427107352 AT67508,U1- 106-1O ETC-01- 741-10705O ETC-01- 741-105$30 2Drawimg No. Testing Laborato!y Signed bTesting Evaluation Lab.,Inc. Lyndon F Schmidt, P.E. Testing Evaluation Lah,Inc Lyndon F.Schmidt, PE Lon Hicks, VP Operations William E.Fitch, P£ Joseph A.Reed, PE. Wendell wkHaney, PE. Joseph LDddon.P.E. Wendell VV.Haney, Pf. Signed & Sealed b No. FL 1503610 RvvBuilding Consultants, Inc. (CA #xo1x) ^wm* x LynuonFucxmm P.E Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F Schmidt, P.E. 4. Quality AssuranceCertificate of Participation issued by National Accreditation and Managemer Institute, certifying that Therma Tru Corporation is manufacturing products -0 Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and Sheet I of 1 Test Standard AGTMD1929-9O.ASTMD835-oJ ASTMD2843-gg AOTMD/82S'80.ASTMD635-O3 A8TMD2848' 89 ASTM G26'95 A8TM E84' 00o AGTMU1S2g'88 TKS202- S4 TAS2V2- 94 TA32O2-S* Prepared bV Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab,, Inc, 0fvvr%v sic -craft.: SS DOUBLE DOOR W/ S DELITES NSWING / OUTSW NG NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ng the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material co. t is required to be protected with an impact resistant covering that 1C. WHT" requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHZ". j configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT") only in locations protected by an overhang or canopy such that the angle erhong to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes Glazing detail y z z 3 z 0 i = M w - W W = g LU U_ W J JJ W d Uj Ww d X i Q o a a i I - —105.5" MAX. OVERALL FRAME WIDTH i oil i i i i DESIGN PRESSURE (PSI); WITHOUT SURFACE WITH SURF BOLTS BOLTS' cn rrnrc { = i rcr^ ricrc { oncrrrcr { `ter tX E tKfUK \7W INTERIOR l HORIZONTAL CROSS SECTION 2 Z I h 2 42 TOP RAIL 1.49" 3d zo 0.67) rrI EXTERIOR 4.11 43 LATCH STILE MW t tarNrc crrrr: /.1 RATTt-)m RAII S"!_t ACC i iG >= 0.42) G GLAZING DETAIL 5 insulated glass w/ smc lite frame MIN. ASS THK. 1 /8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS GYTGD[nD INTERIOR S" f'_t A CC G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1.08" 10 I--1.53" frame screws) is a..,.. t c" ...ah %'\ einr nr *nn • nr M/CI ITC !'TI/ C MIN. kSS THK. 1 /8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS EXTERIOR 14 5a 11 INTERIOR EXTERIOR 20 CSINK TYP.) RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 nb ad tical 31 ", 1 ril I I I i i E 3 O 1 i 3 I 3 4 5 5 5 5 OTE 1 INTERIOR S PWI EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR Z 4 VERTICAL CROSS SECTION 5 Inswing configuration see genera! notes, sheet i for "HVHT' Water infiltration requirements 7 IS oV SEE NOTE 1 IER77CAL CROSS SECTION utswing shown - inswing Aso approved EXTERIOR z i m W EXTERIOR SEE NOl E RNMI OM 5 VERTICAL CROSS SECTION 6 Outswing configuration J b b a D b ° h b ' A Mal SEE NOTE 1 INTERIOR EXTERIOR AM VEMCAL CROSS SEC77ON Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR ASTRAGAL AND MULLIONS SHOWN FOR - REFERENCE ONLY N V MASONR OPENING FRAA 2X BI L SEE DETAIL Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE iE M TYP. ONLY O ICK Q F TYP. SILL l SEE DETAIL rr r rr r r rr BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction comers may be adjusted to maintain the min. J as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors AAX. ON CENTER" dimension are not exceeded. 411 MIN. CLEARANCE MIN. CLEARANCE DMENT TO MASONRY TO ADJACENT EDGE ANCHOR 1, NI 2" 4" 1/4" v 4" DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) I UL 64 I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL 1 LOn LQ LOCq tn CN I HINGE JAMB SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M nP• REFERENCE ONLY FN TYP. SILL SEE DETAIL I I f i I ITh( I I f HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction s may be adjusted to maintain the min. X. ON CENTER" must be adjusted to ar joints, additional concrete anchors 1 CENTER" dimension are not exceeded. MIN. CLEARANCE MIN. CLEARANCE. TO MASONRY TO ADJACENT EDGE ANCHOR LATCH & DEADBOLT IIVA, ref; 2i7afIIa G ) ( 67 0 95.25' 18.38" - 20.63"' - 18.5' 14.38° 13 }TYP. 13 TYP. i j 4.5' I- 3.25' SEE NOTE 1 3 _ I I--- 0.06" N i -- 0.13, ASTRAGAL DETAIL TYP. 13 4.5' 3.25" 2" 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .2S' THK. STEEL STEEL F PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1 /4' PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.59" Cli 2A T I 16 OUTSWING SIDELITE Spacer 2.14" M j-- 2.2T — E:779E 4.63' S I BUMP FACE THRESHOLD LOW P, m 2.16' 5.75" 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approval USER: Public Userbr Pr ftorovdl Menu > Pro uCt or Application e rrccb > Agatj, i n List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding 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 Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE v Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 wo, Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.florida b u ild ing.org/pr/pr_app_dti. aspx?pa ram=wG EVXQwtDgtH8572gvd Wldku 3BmvbCOTFy%2fAG n RwpRX RfE B7 u42Zdg %3d %3d Year 2008 1/3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 • SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL15332 R4 II 08-00500 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F,,3 4 AE 510807D.odf Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by independent Third; Party, Yes' Evaluation Reports Created by Independent Third Patty* Yes Installation Instructions FL15332 94 11 08-02248Cpdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLU 533R.4 AE 512968C.2df SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96" 96" nsiallatlon Instructions Verified By;, t ufs Roberto ornas 6 514 Bated by. IridependentThird.Party, Yes' Evel' Oon Reports Created by` IndependentThfrd Party: Yes" Installation Instructions FLIS332 R4 11 08-02250C.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96'x96° Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL1533 t34II 08-00501E.{Zdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AL 510808Q,Qdf https 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-QQ502E.121 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 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL.15332 R,4 II 0a-Q0503E.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 519810D.i2d RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Bair Stone „Road. Tallahassee FL 32399 shone: 850-4877-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a liven: under Chapter 455, F.S., please click here_ Product Approval Accepts: RNjeGf[G,. Credit Card Safe hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d°/a3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SUETY CLASS. 7. APPROVED !MPACT 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 #10 SIAS OR SELF ORJWNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL I8GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS DRAWN; SHEET NO.1 DESCRIPTION F.A. t NOTES scut NTS 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I RLv I DESCRPTION I DATE I APPRov0 I A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVSED INSTALLATION DETAILS 07/30/15 R.L, E REVISED INSTALLATON DEiAtLS 06/20/17 I R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLO 650 GRATZ,MPAK17030REFT oyc j 551c/ SERIES 420 SGO 96" X 80" NON —REINFORCED yY SNOTESO ; TAT OF t p' cF • ol0 RI'Dawcr+o. Rlv OS 98 w,ze i02/23/09 OF 14 LUSS R. Lomas P.E. FL No.: 62514 L. ROBERTOLOAdAs P£. 74=WODDFDRDRDLEMSVJLLE.A'G270;n 1944-88"609 f4ww dblw 44w,c 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17" 6 MAX MAX 6" MAX O.C. i 6" MAX 17- MAX O.C. O X 80' MAX FRAME / HEIGHT / I 6' MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEEGHARTS 01 AND #2 FOR OTHER 'UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 72' x 79' Z MAXIMUM DL.O.: 44 578"x 74 Si8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART #99,04-145) LOCATED 38 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART r199-17-195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS OESCRIPWN DATE APPROVED 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. REMS£D INSTALLATION DETAILS 06/20/17 R.L. CHART 01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso - Frame Single Panel and Total FramD Width (in) Haigh 30.0 36.0 420 48.0 n) 60.00 1 72oo 4.00 9G00 PDX I Nay Pos Nay Pos Nag Pas Nag 80.0 40.0 1 55.1 40A 4$2 40.0 43A 40.0 40.0 CHART,#2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOWRED. SEE NOTE 9 SHEET 7 Design pressure chart (ps0 Frame Heo-'t n) Sk)900 Panes and Total Frame WdtA (in) 30.0 36.0 42G 1 48.0 60.00 7200 4.00 96.00 Pos Ney Pos Neg Pos Nag PDX Nag 8070 55.1 1 55.1 4$.2 48.2 43.4 1 43.4 1 40.0 40.0 CHART a3 Number of anchor roCatlonsrequired Frame Sngie Panat and Total Frame Width on) He lftt 30.0 35.0 420 48.0 In) 60.0 720 84.0 96.0 H&S I Jamb I H&S I Jamb H&S Jamb H&S Jamb 0.0 4 5 1 5 1 5 6 1 5 6 5 SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 LEN3Fq P ic~O, 5251 7c rSERIES420SGD 96" X 80" NON -REINFORCED ELEVATION i iP•• A• 44.. T?FAWN: WlG PXJ. REV 08-004 ONIALIli: Luis R. Lomas P.E. scAU NTS °A 02/23/09 28 OF 10 L ROBERTOLOMASP.E. 1a32 WOOD -FORD RD LEW1SViLLE, NC 27023 434-689.0609 //lwlt?Y®kb/ndypy.GO/t1 FL No.: 62514 I F{ W 95- MAX FRAME WIDTH 1 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIREO 6 MAX — 17' MAX O.C. 6" MAXN r—^— 17" MAX O.C. O x IO" T_ Ax AME GHT 6' MAX 6' MAX CHART A4 NuMba ofsnc#W locationsrpulrad Frwa sn* Pww arm Toad" Width (x+) maighl 30.0 36.0 t20 aA0 in) a 720 8a.o 9d.0 H&S I Jamb I H6S I Jamb I H4S I Jamb I HAS IJamb 0.0 a 1 5 5 1 5 1 6 1 5 1 8 1 5 I SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERAT7NG j IMPACT RATING SEE CHART g4 FOR NUMBER OF t40.0PSF j NONE LOCATIONS REQUIRED SEE CHARTS #I AND N2 SHEET 2 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 48 112-x 7.9 Z MAXIMUM D.L.O.: 44 Wx 74 W HARDWAR6S4Gt1EDULE FLAT MOUNTED HANDLE SET (PART W39.04.145) LOCATED 38 314. ON CENTER FROM PANEL BOT:F0_m METALLIC TANDEM ROLLERS (PART #99.17-195) AT EACH END OF PANEL BOTTOM RAILS nr+o rs DEscRumo. DATE APPROVED 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 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWX F.A. 08-00498 uAzE NTS JOATE 02/23/09 T3 OF 10 L. RDBERTO LOWS P.E. 143Z WOODFORD RD LEMSVUE, RC 27023 a34Egg-0r;D9 riNxnasSi+axwPaspu.ean SIGNED: 0612012017 y GENg 9s;. o,,S261 • • x TAT EEE OF t''c<OR104'• A Luis R. Lomos P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING — 1 3/8" MIN. OR 2X BUCK EMBEMENT 1 BYOTHERSli 1/4- MAX. SHIM 10 WOOD SPACE 1 3/8' MIN. SCREW J i 1 EMBEDMENT j 1/ 2" MIN. EDGE DISTANCE EXTERIOR INTERIOR 1 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS YEHTICAL 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 E2112 E SET IN APPROVED SEALANT MIN. MENT MIN. cvuc VISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS 1/ 4' MAX. SHIM SPACE RMAGNS OESCReWV DATE APPROVED 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. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK 1 NSTALLDON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DR, 4": OwG Nq. ' F. A. 08-00498 NTS aA1E 02/23/09 4 OF 10 L. ROSERTO LOMAS P.E. Jig? WOODFORD RD LEWISVILLE. NO 27023 4124- 68$,0609 rflomasgdUknuspn.Cam SIGNED: 0612012017 I/ Ook 2* fit' x'S TAT 1t 0F 0 RID"' S/ ONAL1` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE I 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR ALL TO BE SET IN k BED OF APPROVED SEALANT 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7- 1/2- Mlt EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV ocscRwnw: DATE APPROYM A ADDED CHARTS 03/05/12 R.L. j B REVISED PER NEw TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVSED INSTAUATION DETAILS 07/30/15 R.L. E REYISEO NSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X SO- NON -REINFORCED FRAME INSTALLATION DETAILS F.A 08-00498 says NTS °ATE 02/23/09 51ffET5 OF 10 I„ ROBERTO LOMAS P.F. N 32 WOODFORD RD LEMS VILLE. NC 27= 404OW9 .can SIGNED: 0612012017 0, 6251 1ONAL: Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN SEPARATION 1" MIN. EDGE DISTANCE MIN. a• EMBEDMENT CONCRETE/ A. MASONRY T 14 " MAX- 6Y OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR II II II II INTERIOR 1 1/4" MIN, EMBEDMENT 1" c MIN. , EDGE DISTANCE q 3" s MIN ,. SEPARATION 1 . REVISION$ DESCRIFRON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTWG 10/29/13 R,L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATjON DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4" MAX. SHIM SPACE IIII INTERIOR T I! , 1 SILL TO HE SET IN A BED OF APPROVED SEALANT l g 9 3/16" TAPCON `--• i1, 3/16" TAPCON EXTERIOR CONCRETE/MASONRY " MASONRY/ in BY OTHERS OPTIONAL IX BUCK JAMS INSTALLATION DETAIL CONCRETE BY OTHERS i( TO BE PROPERLY CONCRETEIMASONRY INSTALLATION SECURED SEE NOTE 3 SHEET 1 a,. 1 1/4" MIN. NOTES. a• • EMBEDMENT 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. i d' .. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE d DESIGNED IN ACCORDANCE WITH ASTM E21 12 SIGNED: 0612012017 2 7/8" MIN SEPARATION 1" MIN. EDGE DISTANCE MI WINDOWS AND DOORS LLC \llllitili VERTICAL CROSS SECTION 650 WEST GRATZ MPAXETi17030REET `yJ\CEN 9s-5i CCNMCRETEIMASONRYINSTALLATION SERIES 420 SGD -*• 0 5 96" X 80" NON—REINFORCED=- 9/11FRAMEINSTALLATIONDETAILS o , TAT OF <c`r 0' FORA"; arc No. RLY (0ROlt' F.A. 08— 98 E MAL1ti oti7ESemiNTS 02/23/09 6 OF 10 L RWERTO LOMAS P.E, LUIS R. Lomos P.E. 7432 WOODFORD RD LEWLSVILLE, NC 27023 34-688 0609 ranus(0 kaanarw m FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 1 /4' MAX. j SHIM SPACE 10 WOOD SCREW 1 3/8' MIN. EMBEDMENT T_ 1 /2" MIN. EDGE DISTANCE 10 WOOD —1 EXTERIOR INTERIOR SCREWS SILL TO BE SET iN A 8£0 Of APPROVED SEALANT W000 FRAMING OR 2X BUCK9, Vi 1 3/8" MIN. BY OTHERS EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OA 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 REWSONS A ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FLkVGE AND FIN INSTALLATIONS 12/06/13 RL. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 I R.L 1 /4' MAX, SHIM SPACE I JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAW. Exec r+o. F.A. 1 08-00498 wuE NTS I "'TE 02/23/09 "ET7 OF 10 L ROBERTO LOMAS P.E. 1432 WOODFORD RD aWSVILLE, NC 27= 434-su-0809 lUC) cm SIGNED: 0612012017 J, 5111 11IL/0 jC• D 61 •*^ OF kr - i FS OR10A C-i Luis R. Lomas A.E. FL No,: 62514 REMSWNS 1/2 MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF GRILLING SCREW INTERIOR ILL TO BE SET IN a BED OF PPROVED SEALANT l i/2• MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT S.'iOV,W FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. EDGE DISTANC I 10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS fll i R l j REV DCSCRProm D47f APPROVED A ADDED CHARTS 03/05/12 R.t. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE MO FIN INSTALLATIONS 12/06/13 R,L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLAT10N DETAILS i 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRICTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 108-00498 sour NTS — 02/23/09 1-8 OF 10 L ROSERTO LO"4s P.E. 143Z WOODFORD RD LEWtSOLLE. NC 27023 434.M,0609 rAwna;.kkmaspv.Cwn SIGNED: 0&20/2017 O E N 0 51 * = FO'. 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 DAY OTHERS 1 1/2- MIN 1- MIN. SEPARATION EDGE OiSTANCE d14, " 1 1 /4- MIN. EMBEDMENT 1/4^ MAX, S'i!M SPACE I EXTERIOR 2 7/8- MIN SEPARATION VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 3/18- TAPCON INTERIOR f RLY UfiCR1?TilrV DATE APPRVYEO A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 1C/29/13 R.L. C ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 01/30/11 R.L. EMBEDMENT 1 MIN. E REVISED INSTALLATION DETAILS 05/20/17 R.LEMBEDMENT 1/4- MAX, I SHSM SPACE 1- v MIN, •' INTERIOR EDGE DISTANCE 9 MIN a{ ; SEPARATION v ( t 11 3/16" TAPCON • EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY• APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL j OPTIONAL 1X SUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETERAND JOINT SEALANT BY OTHERS TO BE a 1 1 /4^ MIN, DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 1u1111111,, 650 MPAK117030ET REET 9iDir1" MIN. GRATZ, WEST s'r S CEN F EDGE DISTANCE SERIES 420 SGO 0 61 * = 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS aRAwN: axs No. 1 aLv i''Fs FCORIOA 08-00498 EIOiAi ahNTS 02/23/09 —9 OF 10 L. ROBERTO LOhAS P, E. is321NOODfORDADL£w/Sv1LLE.A'G?7r7.'! LLI$ R. Lomos P.E. 49+•58e•0609 rtwm.sl'uraJ+asad.com FL NO.: 62514 WOOD FRAMING 1/4" MAX BY OTHERS ~ SHIM SPACE WOOD SCREWEW WTERIOR 1 i/4" o MIN, EMBEDMENT f APPROVED SEALANT ! BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL 1/2" MIN. WOOD FRAMING OR 2X BUCK INSTALL4 TION METAL STRUCTURE EDGE DISTANCEBYOTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4" MiN. EMBEDMENT WOOD FRAMING SCREW y8 WOOD BY OTHERS INTERIOR 1/4" MAX HOOK STRIP 7/16" MIN EDGE DISTANCE EXTERIOR REVISIONS D=RM774n OATS APPROVED ADDED CHARTS 03/05/12 R,L REVISED PER NEW TESnNC 10/29/13 R,L ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED 1NSTAUL ION DE'A1LS 07/30/15 R.L. REVISED iNSTALLATHNA DETAILS 06/20/17 1 R.L. 1 5/8" MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP — SHIM SPACE #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS4.9. 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 E2112 2X BUCK OR — WOOD FRAMING BY OTHERS TRIM — 1 3/8" MIN. INTERIOR EMBEDMENT T HOOK STRIP jJ 10 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNVOOD FRAMING PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR— PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRYICONCRETE SIGNED: 0612012017 M) OSTOREETRS "CIlk. 650D ESTS MARDET LtO GRATZ, PA 17030 yVGENSF9i>' C96" SERIES 420 SGO X 80" NON -REINFORCED 4.TATiRFINANDHOOKINSTALLATIONDETAILSoF wF•'bCORipA' . aU1aMk owD No. Rcv 004808^ se+EET E I ONAL1ti *\ SCALE cA1E 90NTSfl2/23/09 OF 1 fl Luis R. Lomos P.. FL L. ROBERTOLOM AS P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 a3a-W-0£09 Iuanas hamosua.com No., 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PRCPERLY 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 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILIT`.' 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, 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T$. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRE-0 FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1,0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE, OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING ;NTO 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. 1. 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. INSTALLAT;ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE i (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 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS i REV I 0CSCRWr" { DAlz 1 APPR4Y};D I A I ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTAUAMON DETAILS 08/03/15 R,L. C REVISED INSTALLATION DETAILS 06/2i/17 R.L. SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC VV I1IIIi1)1j1 650 WEST MARKET STREET GRATZ, PA 17030 N,• GENSF r• o 5251 x= SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96' NOTES A 0 F ,. 7sQ•• TAT OF z rF • 'PC 0 RiAP • '± 8/ONALC` I/11l11i1t1» Luis R. Lomos P.E. owc rw, L- 08-02249 atv NTS Ai 10/30/13 acrt OF 10 4 Rp8.rRD LEMS AUE, 113434-CS fOR0 RDifW/Sv1LLE, 1yCo. a)aa•6oB•OSpy RbR+Aklpnaspp.can FL No.: 62514 96" MAX FRAME W)OTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX r 17' MAX 1 [--r O.C. -'{ 6" MAX 6" MAX i V i 17" MAX O,C. f i 96" - a MAX FRAME HEIGHT t 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS 01 AND a7 FOR OTHER UNITS RA TINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2' x 95' 2. MAXIMUM D. L.O.: 44 SS' x 90 SvS" HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS JM INUM 6063•T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART e1 WHERE WATER INFILTRATION RESISTANCE IS AEOUIRED. CFc unTc o ruccr , Design pressure chart (04 Reim T Pane; and TOW FrancWain (hj_ 1 30.0 36.0 42D 4E,0 7200 00 96.00 Pos Nev Poe Nag Neg Pos Np$ 4.0 40.0 58.4 40.0 50,9 14-, 45.7 40.0 42088.0 40.0 552 a0.0 48.0 43.0 39.4 39.a92040.0 524 40.0 46.4 40.6 37.1 37.1 96A 40.0 49,8 40.0 43.1 38.4 35.0 35,0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SEE NOTE 9 SHEET 1 Design pressure chart (per Rama GSM Pdnot w4 Total Frame Wotn (in) 30.0 3A0 420 1 48.0 a) 60,40 7200 84.00 96.00 PPe Nag Po. Na.g Pos Nag PP.e No.gs 34.0 58a 9 50,94.7 45.7 42.0 a.0 0 j.-Z4 552 0 45,4 460 43.0 43.0 394 39.4 920 1A 371 371 9G0 1 43.1 38.4 38.4 35,0 35.4 CHART An Number o/ancborlocadoft required Fw* Hawt a) Sroe Party anC Total Frbrm Wain k1) 34LA 3&0" 4" 48,0 60.0 720 84.0 96.0 H6S I Jamb I H" Jamb Has Jamb HNLS Jamb 440 4 6 5 1 6 6 8 6 6 66,0 4 6 5 1 6 6 6 6 6 920 4 6 5 6 8 6 8 6 98.0 4 5 5 6 6 6 6 6 DESCRPnON } a,TE nPPRO11M ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V•L 1 08-02249 W"LL NTS -E 10/30/13 1 -I'2 OF 10 L R08EATO Lo"4S PE, 1432WWOFORD RD LEWI$VILLE, NC 27023 334{,B8.0609 rtlwnasg2tnoma>pe.cam SIGNED: 0612112017 t t'!r S1 • o TAT ONAL1 Luis R. Lomos P.E. FL No.: 62514 I F1 HI 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 6' MAX I 17" MAX O.C. j LAX AME IGHT I' I 6" MAX 6" MAX 2) ANCHORS PER LOCATION SERIES 42O SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SE£ CHART #4 FOR NUMBER OF LOCATIONS DESJGN PRESSURE RATING IMPACT RA71NG REQUIRED t35.OPSF NONE SEE CHARTS 01 AND 02 SHEET 2 FOR OTHER UNITS RA 77NGS HARDWARE SCHEDULE MOU NTED HANDLE SET (99-04-145) AT 36 3W' ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS JM 6063-T6 REINFORCEMENT t668) AT ALL PANEL INTERLOCKS RCu I DESCf4Pr4N WE xP?RDVEO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REIASED INSTALLATION DETAILS 08/03/15 R.L. C REIASED INSTALLAT;DN DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE: 48 I,lr x 95' Z MAXIMUM D.L.O.: 44 5 8* x 90648" CHART #4 Numbor olanchor loeatiorrsrequirod FraLiel S111014 Panol W4 Tolac L rA Width (in) in) 30.0 36.0 42.0 4a.0 60.0 72.0 84.0 96X H&S Ijambl HdS Ijamb H,9S Jamb HdS Jamb 4.0 4 6W56 6 6 6 6 98.0 4 6 6 6 6 6 920 4 6 6 6s9aA466666 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION ORMM pM' W. I REV Y.L. 08-02249 sc NTS l'` 10/30/13 $"T3 OF 10 L. ROSERTO LOMAS P.E. -- J432 WOODFORD RD LEWSV&LE. NC 270YJ 494-6aa-0609 uWm dglcrnasoe.can SIGNED: 06/2142017 lk to w,•,,GENSF9s TAT F40 ROlt • ?: Luis R. Lomos P.E. FL No.: 62514 1/2 MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X SUCK EMBEI MEV7 BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW i 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR il 11 11 11 INTERIOR VERTICAL CRASS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION' NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PEAIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 4I N. ru" U1zTANCE REVI$!OH$ REV DESC1tlKION GATE YPRQVED A ADDED FLANCf AND TIN INSTALLATION il/10/13 R.L. 8 REVISED INSTALLATION DETAILS 8/03/15 R.L, C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8' MIN. 1/4" MAX. EMBEDMENT E SHIM SPACE I INTERIOR 1/2' MIN, EDGE DISTANCE .: 10 WOOD —'' SCREW EXTERIORS WOOD FRAMINGJAMB INSTALLATION DETAILOR2XSUCK BY OTHERS WOOD FRAMINGOR2XBUCKINSTALLATION SIGNED: 06421/2017 L`CMIWIND650WESTMARoKETOORSSTREET GRATZ. PA 17030 5111i1tJo///// rENS9p% SERIES 420 SGD REINFORCED WITHOUT ADAPTER z t• F2511 9 9 FRAME INSTALLATION DETAILS DRAW* V.L. Rtv O. F•'O.0) NR1G K--r D"'F 08-02249 C NITS 10/30/13 s" T4 OF 10 L, R08ERTO LOM4S A.E. 14WWOODFORDRDLEWSVILLErOV= Luis R. LQmcs P.E. 4,4t-88.0e0 uwnas 7uu a p,ccn FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 /4" MAX, SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 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 ASTM E2112 T 1 /2" MI EDGE OISTf 1 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV DCSCR4 T4N M7f APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 /w' '- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LAC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DpAwx No. yI-- 08-02249 scAL NTS a1c 10/30/13 1 T5 OF 10 L R08ERTO LOMAS P.F. •" 14X WOODFORD RD LEWISVILLE. NC 27= s9s-696-aos Ua,,,s 14>omas0,..com SIGNED: 0612112017 R1I1 I0 YY i VG £ NlSc C, TATE5OF O L i F' F OR10A • ? 70NAL1 Luis R. Lomos P.E. FL No.; 62514 1 1/2' MIN 1" MIN. }}....__ SEPARATION EDGE DISTANCE 1 s REv OEScwTWn p 7E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETNLS 08/03/15 R.1., C REVISED INSTALLATION DETAU 06/21/17 R.L. a 1 1/4" MIN. Fa • • J EMBEDMENT 1 1/4' MIN. CONCRETE/ a; EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE J OPTiONAL 1X BUCK 1/4' MAX 1" SHIM SPACE 70 BE PROPERLY MIN. I ,; EDGE INTERIOR SECURED DISTANCE SEE NOTE 3 SHEET 1 i 3/ 16' TAPCON 1 • 1 i 1 n 1 II MIN 1 SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF v APPROVED SEALANT i 3/16' TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1 X BUCK CONCRETEJMASONRY INSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 a..• _j" NOTES; 4. 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, f EMBEDMENT NOT SHOWN FOR CLARITY. a '. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE e + • a DESIGNED IN ACCORDANCE WITH ASTM E27 12 SIGNED: 06121/2017 ADD BOORS Li.0MIWINDOWSWEST27/8" MIN - t'-- r 1' MIN. 650 Lj Q j9s• SEPARATION EDGE DISTANCE RATZ,MPA 17030REET N J\ 5* N VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1 y CONCRETEIMASONRY INSTALLATION 96" X 96" 51 FRAME INSTALLATION DETAILS O•• 7A7 Or O8 sc L1 C NAL1 G\ NTS rHte 70/30/13 3"LT69 OF 10 L ROBERTO LOMAS Pl. 1432 WOODFORD RD LEWISVILLE, NC 27= LomasLU1SR. Lomas P.E. 494-W-0609 rCOm3S®h'JWr;eypp.COIT FL 1/2" MiN, EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX, SHIM SPACE j10 WOOD SCREWS EXTERIOR II II LL._11 INTERIOR fO BE SET IN i OF DYED SEALANT 10 WOOD SCREW WOOD FRAwNC OR 2X BucN BY OTHER MIN. NENT VERTICAL CROSS SECTION WOOD FRAMING, OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERJMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REW54O"5 nv ` ocscRiGl " wt ` APPRCVCD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REMSED INSTALLATION DETAILS 08/03/15 R,L C j REYVSED INSTALLATVDN DETAILS 06/21/17 R.L 1/4 MAX. j SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS Lac iilll?1/1j1 650 WEST MARKET STREET GRATZ> PA 17030 5 '. Cp ti .GENs 9 y,i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1k• 51 yr 96" X FLANGE INSTALLATION DETAILS71O x1• TAT OF w aL,weE awc "o. RcV D . i S'-4Rml .' : OS-02249 C srxE NTS 'f 10/30/1 T7 OF 10 L ROSEATO LOM4S P.F. 14-VWODOFOWRDLEMSVILLE.AAC27= Luis R. Lomos P.E. f3+-68d•OG09 rAomaS k rrs]ypp,com FL No.: 62514 1/2- MIN. EDGE DISTANCE r METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX, SHIM SPACE 10 SMS OR SELF DRILLING SCREW i INTERIOR L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS 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 AS TM E2112 m 1/2" MIN, EDGE DISTANT i 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS R bN DATE IMMROYM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 8 REIASED INSTALLATION DETAILS 08/03/15 R.L C i PWASED INSTALLATION DETAILS 06/21/17 j R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S'• L0/// GRATZ, PA 17030 y G ENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 51 96" X 96" FLANGE INSTALLATION DETAILS 44A OF oVwLwrc owe No. REV i1OT0889 C r/ONAtt0 scALlNTS °" 70/30/13 OF 10 L ROBERTOLOMASPE. 1492 WOODfOAD RD LEWI$vn.LE. NC 27023 Luis R. Lomcs P.E. 434- 6"-0609 iawan,s®trema>p,,,aon, FL No.; 62514 1 1'/2- MIN. l' MIN. KvrSL 6 SEPARATION — EDGE DISTANCE REV DCSQRP7*N DATE APPAC),n A ADDEO FLANCE AND FIN INSTALLATION 12/10/13 R.L.. 8 REVISED WSTALLATION OETA;LS 08/03/15 R.L. 4 1 1/4' MIN, C REVISED NSTAUA7iON OETA;LS 06/21/ll R.L CONCRETE/ ' o. 4 EMBEDMENT 1 1 4' MIN. MASONRY _ / EMBEDMENT BY OTHERS t/a" MAX. OP AL F SHIM SPACE i t0N 1 X BUCK TO B£ r /a' MAX. T PROPERLY SHIM SPACE SECURED EDGE MIN . -, INTERIOR SEE NOTE 3 SHEET 1 DISTANCE 3/i6" TAPCON EXTERIOR aINTERIORMIN. SEPARATION SILL TO BE SET IN v A BED OF 3/16" TAPCON 3/16" TAPCON APPROVED SEALANT EXTERIOR CDNCRET BYqOTHERS JAMS INSTALLATION DETAIL MASONRY/ f CONCRETE/MASONRYINSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED a SEE NOTE 3 SHEET 1 NOTES: r ° 'T 1. INTERIOR AND E AtOR FINISHES, BY OTHERS, EMBEDMiNT 1 1 /4' W NOT SHOWN FOR CLARITY, a+ a • 2. PERIMETER AND JOINT SEALANT SY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 0612112017 2 7/8' MIN, 1" MIN. MI WINDOWS AND DOORS LLC 11i1sii;ral SEPARATIONS--}}-- EDGE DISTANCE 650 WEST MARKET STREET tok i VERTICAL CROSS SECTION GRATZ. PA 17030 1 ti .VG ENS .9s; CONCRETEiMASONRY INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• 0 51• 1t= FLANGE INSTALLATION DETAILS tk— A Y.L. aNc p. 08-02249 REV i FS''c1 RtDA: XN CA NTS °`1E 70/30/13 9 OF 10 C / Y SjONAL1ti >>` L. R08ERTO LOMAS P.E. 1432 WOODFORO RO LEWISVILLE. NC 27023 Luis R. Lomas P.E. 6M.060 u FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT f— APPROVED — SEALANT BEHIND FIN 8 WOOD SCREW 1/a MAX SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4" MIN, H8 WOOD EMBEDMENT SCREW WOOD FRAMING BY OTHERS i t/a" MAX, SHIM SPACE 7/16" MIN EDGE DISTANCE u i INTERIOR TRIM Dtsee a ION DATE A'PRCVW A ADDED FLANGE AND FIN INSTALLATION 12/10/',3 R.L 8 REVISED INSTALLATION 0£TAILS CS/03/15 R.L. C REVISED INSTALLATION D£TAiIS 06/21/17 R.L 1 5/8" MIN. EDGE DIST. a i TRIM 4 1 1/4" MiN, INTERIOR EMBEDMENT MASONRY/CONCRE E j BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP --^ 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,'CONCRETE 1/2" MIN. EDGE METAL STRUCTURE BY OTHERS 1/2" MIN. DISTANCE EDGE DISTANCE TRIM E4 INTERIOR ; I 1 3/8" MIN. EMBEDMENT NOON STRIP HOOK STRIP #10 SELF DRILLING y L W", li I i SCREW S10 WOOD PANEL i SCREW EXTERIOR INTERLOCK i INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 06121/20J7 2:lBUCKiWWOODFRAMINGMIWINDOWS AND DOORS lLC 011u111; 650 WEST MARKET STREET\\\*,S GRATZ, PA 17030 1 .y O E IV,$ VERTICALCROSSSECTIONSERIES420SGDREINFORCEDWITHOUTADAPTER ^ ir• o b1 * = wOOO FRAMINGOR2XBUCKINSTALLATION96" X 96' NOTES. ^ FOR SILL/ NSTALLaTIOxSEESHEETS4.9. NAiLFIN do HOOK IMSTALLATION DETAILS TATE OF a+Aux: 000 so. Iuv '••jPLOR10;• 1. INTERIORANDEXTERIORFINISHES, SY OTHERSITY, _ ZERV. EERANDFOROOINTSEALANTBYOTHERSTOBESc" NTS °A 10/30/13 0802249 T10 OF 10 C /// SIONAL \\ DESIGNED IN ACCORDANCE WITH ASTME2112LR08ERTOLOMASP.E. 1432 WOODFORD RD LEW)SVILLE. NC2,1= Luls R. Lomos P.E. 134-&M-0609 e,,s FL No.: 62514 RtV,;tOnS OESCiCPilON DATE I APPROVED NOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 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 EOUAL OR GREATER THAN 1.0 Do NOT REOUIR£ WATER INFILTRATION RESISTANCE. OVERHANG RATIO 8 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 I' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11 ALL FASTENERS TO BE CORROSION RESISTANT, 14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS; XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS A IADDED CHARTS 03/06/12 RA. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLAAONS 12/06/13 R.L. 0 REVISED ;NSLLLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS I.I_C u111Irf; 650 WEST MARKET STREET GRATZ, PA 17030 J S R'•:Q i 1 ••yVOENSF ir• 6 fr = SERIES 430 SGD 143" x 80" NON REINFORCED f,t>k NOTES TATOF i' rFS Z 0 R VDt - DRAWN: owC Ro. REu 08— 502 E IV. AL ue o Tc WA" NTS 02/23/09 1 OF 9 Lu1S R. Lomas P.E. FL No.: L. ROSERTOIXUASPE. - 74WWV00FOR0RDkEw, SVXLc,NC27023 d89- 06P9 naoro,s4 Yaaa asCo.c m 62514 I D 6" MAX a 143- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED t D.C. I-- C. 6' MAX 17"..MAX O.C. AME IAX IG T 1 i 1 C* Ii 6" VAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RAT/NG IMPACTRATING x40.0PSF NONE SEE CHARTS xf AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 481/2'x 79' 2. MAXIMUM D.L.O.: 44 314' x 74 X8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3!4' FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS 6" MAX REV I D£SCROTION DATE I APPRD'/m A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NE'A' TESRNO 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 i R.L. CHART#1 WHERE WATER INFILTRATION AEStSTANC£ IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Height in) Single Panel and Total Frarne Width (in) 30.0 1 36.0 42.0 147.7 90.00 108.00 126.00 143.00 Pos Neg Pas Nag Pos Nag Pas I Nag 0.0 40.0 54.9 40.0 48.0 40.0 1 43.2 40.0 1 40.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psi) Frarlle Height in) Single Fanei and Total Frame Width (in) 30.0 36.0 4zo 47.7 90.00 108.00 126.00 143.00 Pot I Nog Pos I Nag Pos Nog Pos Nog 80.0 S4.9 1 54.9 48.0 48.0 43.2 432 40.0 40.0 CHART A3 Number or anchor locations requirod Frame Height Single Panel and Total Frame Width (in) 30.0 420 47.7 90.0 J--Hj, 126.0 143.0 NdS Jamb H6S I Jamb HdS Jamb Solo 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION DRAWN: owc NO, I REV F.A. 08-00502 E s-DE NTS IDATE 02/23/09 1 S"E72 OF 9 L RCSERTO LOALAS P.E. 1432 wOODFORD RD LE'NISVUE, NC 27= 434-CM-009 +WmdSxftAbiwrk Spp.can SIGNED: 0612212017 Y T((,AATT':OFz-WQ f4NAL1tiaG`*` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS i 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2x SUCK BY OTHERS 1/2' MIN, EDGE DISTANCE 1 3/8' MIN. EMBET MENT 1/4' MAX. SHIM SPACE EXTERIOR II I 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE SET IN APPROVED 1/4" MAX. SHiM SPACE RE'+iS ONS OESCPoPTIOM DATE A"ROVED ADDED CHARTS 03/08/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS t2/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 i R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR P0 WOOD MIN. SCREW EXTERIOR VENT WOOD FRAMING OR 2x BUCK JAMS INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION M1 WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS okoft L1WG NO. F.A. 08-00502 sc"E NTS — 02/23/09 T3 OF 9 L. ROBERTO Lows P.E. 1432 WOODFORD RD LE WISVXLE, NC Z7= 434$88-0609 rAdn U@ir}ZrRlxpn.Ca SIGNED: 0&22/2017 r0 a 51 a 4TA iyLk Al0R10• 0 ONAL Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. EDGE DISTANCE 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 ASTM E2112 1 /4" MAX. SHIM SPACE AS OR RILLING L TO BE SET IN 3ED OF APPROVED MLANNT REV DESCRiPT" OATC APPROVED A ADDED CMARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D I REVISED INSTALLATION DETAILS 08/06/15 R.L. 1/4' MAX, E REVISED WSfALAT*N DETAILS 06/22/17 R,i_. SHIM SPACE 1/2" MIN. EDGE DISTANCE: w, INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAMN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORAW owc rq. F.A. 08-00502 scv.E NTS — 02/23/09 —4 OF 9 L. R08ERTO LOMAS P.E. Y432 WOODFORD RD LE WISVILLE. NC 27023 434.68&0609 r#om4sgP>rlldna>fPe.com SIGNED: 0612212017 N,\ l`5111flt I IC10 OENS 9s il fl„6:251 2(,ATr OF 441- E 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' M!N. SEPARATION EDGE DISTANCE e °• a 1 1/4' MIN, EMBEDMENT Ii i 1/4" MAX. SHIM SPACE y 3/16' TAPCON EXTERIOR INTERIOR 1 1/4- MIN. EMBEDMENT MN. EDGE •"a DISTANCE , 3" i MX SEPARATION a *, t . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4- MIN. EMBEDMENT a , a U7/8' MIN" 1' MIN. SEPARATON EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/M4SONRY INSTALLATION 1/4' MAX. SHIM SPACE EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RED DESCR?T*N OATS APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETALS 08/05/15 R,L. REVISED INSTALLATION DETAILS 06/22/17 R,L INTERIOR 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY 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 E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC X>\%M11r/I/ 650 MPAK17030ET RE£? GRATZ, WEST yv`o4f9s;: ti F- SERIES 430 SGO ooy 51 * = 143"x 8NON REINFORCED FRAME FRAM£ INSTALLATION DETAILS-- i' xFS ;l ORit?A G• DRAAac: cswc No. REV 0S— O552 E TS ° y00TE 02/23/09 OF 9 I/LbmaS+kAvnaYpv.G>rn ONAL* Luis R. Lomas P.E. L ROBERTO LOMAS P.E. ta-v YVOpDFORD RD LEWISVILLE, NC 27023 437.6M, 0609 FL NA.: 62514 1/2- MIN. EDGE DISTANCE 1" 5 3/8" MIN. WOOD FRAMING EMBEf tEN7 OR 2X SUCK BY OTHERS 4------ i/a" MAX. SHIM i0 WOOD SPACE SCREW i0 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11, 11 INTERIOR cvvc uzolrvrt,c 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 AS TM E2112 SET IN APPROVED MEN. BENT REV REVSONS OESCPoFTION DATE APPROVED A ADDED CWJRTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/06/15 R.L 1 3/8" MIN. EMBEDMENT 1/4" MAX, SHIM SPACE E REVISED -STALLAT10N DETAILS O6/22/17 R,L tE MIN, 7FI INTERIOR EDGE DISTANCE r--, I . 5= ii 10 WOOD SCREW i 1 EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00502 C^a NTS — 02/23/09 6 OF 9 L. ROBEATO LOA"s P.F. t432 Y=DFORO RD LEWISVULE, NC 27= 3afi8B-Ofi39 ruarusg rt maa rr.rom SIGNED: 0612212017 0 51 * = 0AT OF Z OR Mt rn ONAL tiN ' Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II I1 11 11 II INTERIOR TO BE SET IN 3ED OF APPROVED LANT 10 SMS SELF DR11 SO M= TAL STRUCTURE BY OTHERS i 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 ASTM E2112 REV RLV;S* S DMMR!P1i0- WE WPROVU A ADDED CHARTS 03/06/12 R.L. 9 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVcS£D INSTALLATION DETAILS OB/05/15 R.L 1/4" MAX, E REVISED INSTALLATION DE7AiLS 06/22/17 R.4 SHIM SPACE 1/2" MtN. EDGE INTERIOR DISTANCE 10 SMS OR SELF DRILLING —\ SCREWS METAL —\ I -imSTRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS MAW DYIG h0. F.A. 08-00502 NTS — 02/23/09 7 OF 9 L ROMRTO 4OU45 P.E. 1402 WOODFORD RD LEWISVILLE. AIC 270`1 1114499.0609 sS nLTsgDdbW W.com SIGNED: 0612212017 11lk I to E N 9s TATY E iiilo- - -1ti Luis R. Lomas P.E, FL No.: 62514 R 1 1/2' MIN. 1" MIN. y D v1gN DATE Pratrvto CONCRETE/ SEPARATION EDGE DISTANCE MASONRY L. A ADDED CHARTS 03/06/12 R, BY OTHERS 8 REVISED PER NEW TESTING 10/15/13 R.L. 4. 1 1/4" MIN, EMBEDMENT SHIM SPACE 1 1/4• MIN. 7/4" MAX. 4 C ADDED pL04// wSTALLATtONS 2 O6 13 R.L. EMBEDMENT4, D REVISED INSTALLATION DETAILS 08/06/15 R.L. 4 • j L_ I E REVISED INSTALLATION DETAILS 06/22/17 R.L. OPI)ONAL ( 1 X BUCK — MIN. . EDGE o T4 BE ( I DISTANCE t + INTERIORPROPERLY ! SECURED1/4' MAX, NOTE3SEE SHEEP 1 i SHIM SPACE • ' ' . v J I E 3/16 TAPCON MIN. 7 SEPARATION EXTERIOR ( 13 INTERIOR Tj 3/16" TAPCON 1 3/ 16" TAPCON SILL TO BE SET IN EXTERIOR t fr A BED OF APPROVED JC 14 J SEALANT JAMS INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL IX BUCK CONCRETEiMASONRYINSTALLATION MASONRY BY OTHERS TO BE PROPERLY SECUREDCONCRETE BYyOTHERS SEE NOTE 3 SHEET 1OTHERSi T 1 1 /4" MIN, NOTES: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. a • . I 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE I 4 DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 0612242017 2 7/8" MIN. 1" MIN, MI WINDOWS AND DOORS LLC ,lull/u/1 SEPARATION EDGE DISTANCE 650 WEST MARKET STREET OJ S ;;', O i VERTICAL CROSS SECTION GRATZ, PA 17030 ` , •0 £ N y 9S ' CONCRETEM24SONRY INSTALLATION SERIES 430 SGID +1k• p 51 N= 143' x 80" NON REINFORCED ¢ FLANGE INSTALLATION DETAILS OF ; to oanwx: owc ao. aev i'cc`•jOL0Ri04 F.A. 08-00502 £ NTS w1c 02/23/09 8 OF 9 lim L ROSERTD LOMAS P.E Luis R. Lomos P.E. r,azwcoDPORORDLFwsvuL>.ucrraz3 oom FL No.: 62514s3+•B38•oGQ9 tMmroma;w. 1 5/8" MIN, EDGE GIST. TRIM 4 INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP -----LL E/ ' MIN. MSEIMENT X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED /,,. EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE REV DESCRpno" DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLkT;ONS 12/06/13 R.L 1) REVISED ;NSTAILAT;ON DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R-L METAL STRUCTURE 1/2- MIN. BY OTHERS —EDGEE DISTANCEEDG TRIM INTERIOR HOOK STRIP I — #10 SELF DRILLING SCREWLPANE 2 . MIN. E,;aERl0A j INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 83' MiN. aEMBED,' 1MENTI NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, HOOK STRIP firNOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS To BE 10 WOOD DESIGNED IN ACCORDANCE WITH ASTM E21 12 SCREW EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/W" FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80- NON REINFORCED HOOK INSTALLATION DETAILS ORA": F. A. 08-00502 CALE NTS 1— 02/23/09 9 OF 9 L. ROBERTO LOMA$ P.E. 14M WOOOFORO RD L E WIS VX LE. NC V023 SIGNED: 0612V2017 A, C E Nq•p A 4 T.ATOF D. j'/ ONAIL Luis R. Lomos P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORID4 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 RESPONS181UTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD.. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5, 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAF--TY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM iS REOUIREn FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 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 DONOTREQUIREWATERINFILTRATIONRESISTANCE, OVERHANG RATIO R 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 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL, STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42 S. 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 180A, 33KSI OR ALUMINUM 6063-75 ,048' THICK MINIMUM TABLE OF CONTENTS N0. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RENSIONS REV DESCRW WN OA1E APPROVED A ADDED CHARTS 03/06/12 R.L. S REVISED PER NEW TESTINO 10/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 I R.,— SIGNED: 0612212017 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 1111ttrrrr IN J, SERIES 430/440 AX SGD t a3" x 96" REINFORCED NOTES qDO•• TA7 OF DRA : DWC .0. F.A. 08 08-00503 REV c+F+•'c10Ri9p:• ; NAL}\ Luis R. Lomos P.£. NTS DA1E 02/23/09 OF 9 L R09EATOLOA"S P.E. f4n VO0l 0 RD LEW/SVtU.E, ArC170_'!1 4a4 46-aso9 rwus( ar.sm.m FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 17' 6 MAX _ MAX _ O.C. 6" MAX I 6" }M AXX 1 17" MAX 0.C- 96" T- MAX FRAME HEIGHT I 6' MAX r i i I; r SERIES 4301440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 240.0PSF NONE I SEE CHARTS of AND M2 FOR OTHER UNITS RATINGS NOTES: 1, MAXIMUM PANEL SIZE: 48 T/1^x 95' 2. MAXIMUMD.LO,:44314'x905,8- HAROWARESCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 37 374. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JM INUM 6W3-T6 REINFORCEMENT IS") AT ALL PANEL INTERLOCKS JMINUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR Fir-E OF OPERABLE PANEL INTERLOCK pmv DESCROnON A ADDED CRARTS 8 REVISED PER NEW TiS;NG C ADDED FLANGE ?NSTAi1-ATIONS D REVISED INSTALLATION DETAILS CHART 4'i i E REVISED INSTALLATON DETALS WHERE WATER INFILTRATXXv RESISTANCE )S REQUIRED SEE NOTE 9 SHEET 1 Design pressurechart (050 Ftwm Snipe Ftvta) and Taal frame VYa07n ( in) Haight 30.0 36.0 420 47.7 in) 90.00 106.00'T 126,00 14100 Pos May N Po.,s Na..p Po.s M.g 84.0 40.4 60A 57.9 fl 2.48A dA0 44.D 0 4 44A 8.9 40.0 454 920 40A 59.6 0 40 46.1 40,0 42.3 80404 Pas 0 00 4 44A CHART J2 WHERE WATER INFILTRATION RESISTANCE AS NOT REQUIRED SEE NOTE 4 SNFFT 1 Design pressure chart (ps>j19 Framt S Rani an0 Totw Fram Wdn (in) HolBN 90.0 36 D 1 42-0 47.7 d) 90.00 10Q00 f26.W 14200 Pos Nap Pas Ng Pas a.p Pos Na.y 84.0 60,0 60.0 57 57.9 ZO $2.0 0 48.0 6060.0 60.0 54.6 4.6 48.9 469 45.0 45.0 59.6 596 56e 51.7 61 761 42.3 423920 96.0 568 a9,0 a3J a0.4 a0.0 CHART49 Numbor o/enchorJociLons rapulrsu Frain S°'pe Pam aW Iota) Fravu WdN (in) 30.0 MogRt 1 36,0 1 42.0 1 47.7 n) 90.4 1 106.0 1126,0 1410 HaS I JimD 1 M43 Jamb Has Jamb Has Jamb 84.0 b 6 7 6 8 6 9 6 86.0 7 1 6 T 7 6 8 6 9 6 we 7 1 6 1 7 6 8 6 9 6 96.0 7 8 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 x)X SGD 143" x 96" REINFORCED ELEVATIONS F.A. 1 08-00503 X" E NTS D 02/23/09 2 OF 9 L ROBERTO LOMAS P.F. 1432 WOODFORD RO LEWISVVILLE, NC 27023 434-68$-0609 ,sorrnasgagaornasp,.cw„ DATE ; APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 1 R.L. 08/05/15 R.L. 06/22/17 R.L, SIGNED: 0612212017 11) J0 9--tTAf OF OR1CP. JIONAL1 G`\ Luis R. Lonlcs P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE I WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 3/8" MIN. 1/4" EMBEDMENT MAX, E SHIM O WOOD i SPACE 1/2' MIN. SCREW :: I_:_ EDGE DISTANCE p C WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR N i s l l 13 I I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SH0l*N FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. AENT WOOD FRAMING OR 2X BUCK BY OTHERS RLY15i0NS REV 11ESCRIP1iOM t DATE APPROVED A ADDED CK4eRTS 03/06/12 R.L. 9 REVISED PER NEW TESTING 110/15/13 R.L. C ADDED FLANGE WSTALWOONS j 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX. E REMSED {NSTALLATiON DETAILS 06/22/17 R.L. SHIM SPACE INTERIOR Ii I1 ILJ1 4 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK 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 DRAwx DIX NO, F.A. 108-00503 NTS °`1E 02/23/09 3 CF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEW7SVtUE. NC 27D23 44-688•0609 fiom $@Nbmasp.. SIGNED: 0612212017 t I0. y 0£N3Fq`i+% o ,6Q61 TTATTccE OF ONALt Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR OF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE`j jI 1/2- WN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT SY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 REV DESCJ i DATE . APPROYD A ADDED CKARTS 03/D6/12 R.L. 1/4" MAX. 8 REVSED PER NEW TESTINO 10/i5/13 R.L. SHIM SPACE O ADDED FLANGE INSTALLATIONS 12/D6/13 R.L. D RE,4SEO INSTALLATION DETAILS 08/05/15 R.L. lfyw MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE 1/2' MIN. J AS OR EDGE DISTANCE INTERIOR IRILLING R 10 SMS OR ' SELF DRILLING SCREWS 70 BE SET IN 3E0 OF APPROVED ! CANT METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI WINDOWSAND 1£' / 4 650 WET STREET GRATZ, PA 17030 51 C NSF AD 51 *` SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS TAT OF ii'c'`rs :c( 0 R\0' •G ow.w++: ovr a0. acv 08-03 E i/S OMALA V` LUIS R. Lomas P.E. FL No.: 62514 ATeNTS 02/23/09 4 OF 9 L. R08ERTOLOMASP.E 1492 WOODFORD RD LEW1SVlLE, NO 2702J aia.L98OfA9 rlbmasQubbvn sPv.mm CONCRETE/ MASONRY BY OTHERS OPTIONAL X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" " N. SEPARATION' EDGE DISTANCE a 1 1/4' MIN. • a' EMBEDMENT I • 1/4' MAX. SHIM SPACE 1 Y 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE o DISTANCE i MIN. SEPARATION a . V 3/16" TAPCON v SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. a EMBEDMENT a 2 7/8"• MiN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION 1/4' MAX SHIM SPACE REVISI }N$ Kv DATE APPAWEq A ADDED CHARTS 03/06/12 R.L. 8 PZAS£D PER NEW TESTINO 10/15/13 R.L. C ADDED FLANCE INSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. a EXTERIOR '::[tact JAMS INSTALLATION DETAIL OPTIONAL I BUCK CONCRETE/MASONRY INSTALLATION 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 IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 111+IIIu,, 650 WEST MARKET STREET GRATZ, PA 17030 ` ,••pEN3F9S SERIES 430/440 XIX SGD *• ' lQyt! 61 ,t 743" x 96" REINFORCED,p'G c FRAME INSTALLATION DETAILS TAT OF I<,: Dxnrm: a«c ra. itEv 0 F • F O R0 • 44f svyt NTS °ATE 02/23/09 OS -53 OF 9 E '// SjQNAL1i\' L ROBERTO LOMAS P.E. Luis R. 2S P.E. 1432 WOODFORD RD LEWISVILLE, NO 2T423 FL No..:: 6251 a 433•d3s-0 fttr naspr 1/2' MIN. EDGE DISTANCE 1 3/8' MiN. FRAMING Z 2X BUCK EMBEDMENT BY OTHERS 1/4" X. J SHIM SPACE 1 D WOOD SCREW 11 EXTERIOR II I 11 11 11 11 INTERIOR BE SET IN F APPROVED DOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT cwc w.+n+vLc 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 07HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 R REV OcSCR PTION WTE APPROWD A ADDED CKkM 03/06/12 R.L. B REVISED PER NEW TESTING IG/15/13 R,L, C ' ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 3/8' MIN, 1/4' MAX. I E REVISED INSTALATION DETAILS 06/22/17 R.L. EMBEDMENT SHIM SPACE INTERIOR 1/2" mm. EDGE DISTANCE F1 - 10 WOOO— NSCREW 1 21 . EXTERIOR WOOD FRAMING JAMB JNSTALLATIO I DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS D-WN; LAVG +w. F.A. 08-00503 sc NTS ° T a2/23/09 --6 OF 9 L ROSERTO LOMAS P.E. 1432 WOODFORD RD LEWISVXLE. NC 27= 43+-68B-0 09 lom-sQ+mmavpv.ccm SIGNED: 0612212017 J, S111 11 If1Q GcNSFq D OF ••w ZOR10: JillMAIlti` Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS LA I t:KlUhf I" r cntvn 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2' MIN. { E DISTANCE 1 /4" MAX, SHIM SPACE OR LUNG MIN, EDGE DISTANCE 10 SMS OR SELF DRILLING I SCREWS L TO BE SET IN i BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE sfY DATE APPROVED j A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED Fl:ANOE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION OEiAILS 03/05/15 R,L. E REVISED INSTALLATION DETAILS O6/22/11 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LAC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW owc ND. F.A. 08-00503 SCALE NTS — 02/23/09 --7 OF 9 L ROSERTO LOMAS P.E. A32 WODDFORD AD LEWISVILLE, NC 27023 3ases-oeoa tom a uwr,u0v,.can SIGNED: 0612212017 CENS•-9it i 4-.TAfE' OF ti0 FS : 0RlOP i010NAI.1ti Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION"—' EDGE DISTANCE MASONRY BY OTHERS 1 1/4' MiN. EMBEDMENT E OPTIONAL X BUCK TO BE 1 PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET I 3/16' TAPCON EXTERIOR 3/16' TAPCON 1 MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. EMBEDMENT I" MIN. EDGE DISTANCE 3' MIN, SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8" MIN. 1MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION 1 / 4" MAX, SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RENISX) N$ REV DEiCRtP110% WE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REYiSEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE 1NSTAIAX7"S 12/06/13 R.L. D REVISED INSTALLATION DETALs 08/05/15 R.L. E RNSED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL CONCRET& MASONRY INSTALLATION NOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2772 M! WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/ 440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAaY}i: OK No. F.A. 08-00503 scALE NTS oATE 02/23/09 —ETB OF 9 L RO8ERTO LOMAS P.E. I #X WOODFORD RD L7=WI$YALLf. NC z7o" 434-680. 0609 twomasokIamlaypn. SIGNED: 062- 912017 o C E N SC.' 9ifa i TATTOF t+ trlO»oa AEv ipc'' f" 40R10; • 'w\ Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP 1 1/4" MIN, EMBEDMENT 1 1X BUCK BY OTHERS, i 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE - BY OTHERS TRIM -, INTERIOR HOOK STRIP Kent Y OESCR'PT" WEAPPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ' ADDED FLANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN, EDGE DISTANCE I 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT HOOK STRIP - 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNVOOD FRAMING 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 E2172 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAwr1: arc N0. F.A. 08-00503 X-f NTS I 0ATE 02/23/09 ISK09 OF 9 L. ROBERTO LOMAS P,E. 14M WOODFORD RD LEIVISVILLE, NC 27= 434-6&1-0609 rlbmas@bWmaSpn.com SIGNED: 06/22/2017 OFEN D 1 *= e4Q Z p' F• j/10NAL1 \N' `' Luis R. Lomas P.E. FL No.: 62514 wmil" acls Home Log In User Registration Hot Topics Submit Surcharge I Stats Facts Publications FBC Staff BCIS Site Map Links Search Product Approvaldbr (A USER: Public User Product ADDLgyaLMgPu > Prey ou(ILqf_A r t > 8URIKatan is > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9174-RI2 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark__.Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark—Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Toma5_QQL_Z_QL7.PQE Stan and bm DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect f__9174YDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products FL # model, Number or Name T-- - 9174.1 5120 / 6100 / 9100 #02 2 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method I Option D 08/11/2017 01/02/2018 01/02/2018 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / WO / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 9174.5 15120 / 6100 / 9 100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Description 9' Max width. 8'-9" Max height. Max section height 21", Glazing available in Lop or Intermediate section. Installation Instructions FL9174 R12 11 0228-31895 RQ Pdt EL2174 R12 11 30749!1 P11 Track S n, <ff EL9174 R12 11 3246 nnprfignn Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD20I7-QQIR2 Eyol!jation Rp,- 91Z4Y.D F Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or Intermediate section. Installation Instructions EL91Z4 RJR 11 3Q7494 P11 RgcE &pplgmeat ChaLL 5igoed,ad FL9174 f Verified 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 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions EL9174 R12 11 0230-31890,-PjQ_$,pgf FL9174 912 It 3OZ!194 P11 Trff FL91Z4 R12 11 aZ4620 PIQ 3ijimD Qaagaion SLIDE) siarved.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 16' Max width. 8'-9" Max height, Max section height 2 1". Solid only no glazing available. Installation Instructions FL9174 RI I - FL9174 R12 11 307494 P11 Track Sup2LQMgnL&i ed. FL9 174 R 4 0 P1 6 larnh _Cgringg i I rVpp _*Wngdpdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE VD2017-00IR2 EvaIuatioa_RqQqjj -FLIIZ4,PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height, Max section height 21", Glazing available in top or intermediate section. installation Instructions FL9174 RJR 11 ga 4- I erjt,- CbArt_ji_qn pdf W2_5_ iqnp -.d_,p_df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Rpf- Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing I IavailableIntoporintermediatesection. 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: 9174.7 15120 / 9 100 #0232 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other* Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18,50/-20.70 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9 100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 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 F 174 2 II Q? - FL9174 iI 7444 P Tr Sutatalem n char LjIcao adf Fj_9121 R12 11 P-1 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports aIZ4_PQE Created by Independent Third Party: Yes 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL2174 R12 11 0 FL9174 R12 II 3Q7494 Pil Trackf FL9174 R12 1I462Q P16 Jamb nnec i n u sionedf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports E19174 R12 AE WD --"-jL-7--fL-2174.F!-Qf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions EL21ZA—R1ZJL-Q21k3-W0 :-R FL9174 R12 11 307494 P11 Track Supplement Chart sianed,odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation —Reoor—IFLaI74-PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions EL2j74_81?_jL_QZj-G2A27 _aa f FL9174 PI 1 Tr —le q,nnh f Ag-n&d V(jf 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 18' Max width. 8' Max height, Max section height 21". Glazing available in top or Intermediate section. Installation Instructions EL2174 R12 It 0237-312)25,.:P 7 pdf FL9174 R12 11 307494 P1 I Track SuooIgMVjjL Cji_pdf_AEt qn_ed _AL EL9I74 R! 4 P n —,ti- 24620 P16JAM4CqnD&CL1Qn Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports fL9 _q_ 1-74 Ej2_AL_WQ2Q1Z:Qqj IVAtion R rj -_ELqj2A_P FU.kvq_ _.W _ _Q_ Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing1 #0600 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: +26.90/-30.80 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 L174 9 --P5S vdf -Bjk--LL-QkQQ-31-QZ-6- -- -- EM74 M-JI—AMaL PLL_TrekOptBOffIf, EL9, L74_B I ZjJ_UjNk rn "jt nng;a Uqj—CQ— Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EOI74 RIZ E D2 17- R ip R Wq Created by Independent Third Party: Yes 9174. 12 5120/5140/6100/9100/940019600 9' Max width, 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. I- I I - - — --, -------- - I - ---- -- — ---------- . ..... - - ------------ Limits of Use Installation Instructions Approved for use in HVHZ: No Lt,,qj24 R,t?_jL - _P Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 4-41.00/-46.30 Other: 9174.13 5120/5140/6100/9100/9400/96001 #0602 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. MIZ!l B12 It 307424-Pll Fr qno f _aL _,U L FIB 174 RI 0 P16 1amh Connprfir- " - sioned Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI :_fLjjZ4 PDF Created by Independent Third Party: Yes 16' Max width, 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions E49174 _Rj_a_,U. FL9174 4 P 1 T-irL, q,-1- FL9174 RI 6 jamh Cnnnprtin- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL2174 B12 AE WD2017-00IR2 EvalWatign Reool-L,_fj 4 PQfF Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width, 10' Max height, Max section height 24". Glazing1 #0603 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: +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 RLZ_LL 0 4 P I Tea Qe I;t innipm - - - FL9174 R12 11 324620 P163amb Connecti I n -If Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RIZ_AE_MD 017- QJR? Fvalgahnn 174.P F Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing1 #0604 1 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: 9174.16 5120/5140/6100/9100/9400/96001 #0605 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 R1 FL91Z4R_k_2_IL3-Q-7494 P11 Track Supolement Chart sioned.odf EL2j74 _RjZ_J.L FL9174 P16 lamh Cnnner-- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports E!.2174-RLZ- - Created by Independent Third Party: Yes 18' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section, Installation Instructions EL912i-RIZALM5:' lt:E Ilf FL9174 R12 jj_jQ2A94_P11 Track SUDDle n h* r I n H n.1 f EL9174 pj jilfflU Cgongrrinn Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports or 1 74 PD E Created by Independent Third Party: Yes 9174,17 5120/5140/6100/9100/9400/9600 18' Max width, 8' Max height. Max section height 24" Glazing1 #0606 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: +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. 9174.18 5120/5140/6100/9100/9400/96001 #0609 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 EQ_L74 _Rjj2_jL, 6- k -P7 ,,pQ & EQJZ4 R P I T—L, q.—I— EL%L74 Rj2_lL-j2AkZg__ Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL21Z!--RJ2--A&-WP2,Q 1/-00 -R-ZX-vJak'P—tQn RWQ-rt---E 4 PQE Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions E_L9174 F-j_Z,-ft., 10 -3L9 3 5- S )df M174 RL2 1,-)0;4 4 FLIL _ _ f._ 0174 RI_2. I Verified By: Gordon Thomas P.E. FLORIDA PE 46718 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 4 18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind - home debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Created by Independent Third Party: Yes Evaluation Reports EL9124-al2—AE-AP-NI2_QQIRI&vatuatLgn Re )prt _fL 9 1 Z429F Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions f FL9174 12 i 24620 P161amb Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports 114 _PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL 174 Q74q4 P11 ... r k I M nt Qihirt S&1t . 4 FL9174 R12 11 324620 P16)amb Connection Sur)D signed.j& Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Ev Iv R orL--FL 44 — _9j7_DFf_ Created by Independent Third Party: Yes Contact !js :: 2601 Blair Stone Road. Tallahassee FL 323991 P,hhoe: 7-1824 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthey have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS,, please click here . Product Approval Accepts, Wj im El M Credit Card Safe June 15, 2017 1 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 OtA D. Tiy E:N IVa_ 4671 A Lw SATE OF ONAL `• tt!!!lt0\ Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8117, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL 917 4.2 FL 9174.3 FL 9174.4 FL 9174.6 Model # 9605 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16' x 8'-9" 16, x 8'-9" 16'x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80_psf 15.30/ 17.00_psf 25,901 28.80 psf 30.00/ 33.50 psf 43.20/ 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Ratin Yes No Yes Yes Yes Table I A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 9FL9174.9 FL 9174,10FL9174.1 Mo del# 99665b05 9605 9605 59605 9605 i,. boor —size I r16, x 8, 18' x 8'-9" 18' x 8' 18' X 8' 18' x 8' Design 39.20/ 12.40/ 18.50/ 30.00/ 39.20/ Pressure 43.70 psf 13. 29.70 2sf 33.50 psf I -70 sf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 31 9000-P6 319024-P7 319025-P7 Impact Yes No No Yes Yes Rating N D Table 1 B — Doors under Evaluation o. C., 9O...... UG F NO. 46718 STATE OF 0 4(v 2 O/VAL 11111111W\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 T 5145/9405 5145/9405 Door Size 9'x10' 9'x10' 16'x10, 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00/ 39.20 / Pressure 30.80 psf 46.30 psf 17.00 sf 25.00 sf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Rating Table I — Doors under Evaluation No. 46716 STATE OF 41 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174,19 FL 9174. 0,-/ Model # 5145/9405 5145/9405 5145/9405 5145/9405 - 5145/9, Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" x H Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 sf 43.7Q sf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion CORW .••C'> 12jO)17 CGaol 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 5tn Edition 2014) and 6th Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 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) I 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 i. r4om-4APACT RESISTANT GLAZING OPTION - .090' MINIMUM SSS GLAZING W MOLDED FRANCS SCREV.EO 13 CA NORIZ ANCE- TOGETHER SUCH A MMtAUM OF (6) 18x1' SCREWS RNSTALLED IN TOP CR INTERMEDIATE SECTION (WITH OR VATHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESKIN PRESSURES SHOWN ON THIS DRAT". GLAZING 13 CA FLAG ANOLf- SHAD HAVE A MAXIMUM HEtp47 1},75' AN MAXIMUM LENGTH OF 1"75'. GAZING IS NOT IMPACT 16 GA MIN MMZ- RESISTANT AND DOES NOT MEET TINE REQUIRE04NTS FOR TRACT{ WAND -BORNE DEBRIS REGIONS. S/i8A1-5/b'" 2. IMPACT RESSTANT O,AZINC OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN 70P LAG SCREWS AM 3 AS OR INTERNMATE SECTION (VATH OR WITHOUT DECORATIVE SHOWN) INSERTS GLAZING SHALL BE 1/4' MAXROLON-AR 16 GA MIN VERT- POL ONATE OR EQUAL. GTA2"G SHALLHAVE A TRACK MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50. 0 '. C+AZM IS A6'AGT R£S+STINT AND DOES MEET THE REOJ'JREMENTSFOR WMtD_50RNE DEBRIS RECIONS. 5/16x7-5/8 LAC - SEE DETAE. E ON SHEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACY. GLAZED SECTION REOURES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRM RIB (SEE DETAIL 0 SHEET 2), 16 CA J-STRUT SCREWED TO LOWER 1/4-20x9/16' TRACK - INTEGRAL R!B OF SECTION AND OPERATOR STILE TO BE BOLT AND 1/4-20 HEX FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JB JAMB ENY 70 ATTACH OPERATORBRACKET LOCATION THE J-S%T SELF EINTEGDRILLINGRAL ® AND SOLE AT ME CENTERLINE OF THE DOOR PER DETA1 F ON SHEET 2. 3. VINYL OR WOW DOOR S70P NAILED A MAXIMUM OF 6' O. C. OUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET HEOA SC PRESSURES, 4. KEY LOCHS. SJDE LOGICS, OR OPERATOR REWIRED. 75 GA STIFFENED' 5, SEC?ON SNALL BE CONSTRUCTED WITH FOAMED IN JAMB SRACKETS PLACE PO "ETHANE FOAM INSULATION CJ*JACALLY SEE SCHELDVLE FOR BONDED TC 30 CA WHO" FACER STEEL AIi A CUANETY, LOCATION, POLYLANINATE BACKER. OR 32 CA STEEL BACKER, END AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. 6, THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK" ELEMENTS STALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUAtANC on REOLRREO V47H OPERATOR STRUCTURE AND IN ACCORDANCE WITH CURRENT DING SEE NOTE 4). St.10E CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHOWRN FOR 7. DOM JAMB TO BE M1,NIMRA W STRUCTURAL GRADE CIAPoTY itfMBER. REFER -O JAMB CONNECTIDN SUPPLEMENT FOR 4) SECTION SOLq ATTACHMENT TO SUPPORTING STRUCTURE. DOOR:_ DOORU-SA, SEE TIONT zFORD-BAR Loatles,s B. LOUVER OPTION - .040' MINIMUM LONERS 94 MOLDED ON DOOK 'MTN 011,ER SECT" QUANTITIES AND FRAMESSCREWEDTOCETHERVATHAUWAjMOF (6) SEE NOTES 7 AND 2 ON 8x1' SCREWS INSTALLED NN THE BOTTOM SECTION. TINS SHEET FOR GLAZING LOUVERSARENOT:MPACT RESISTANT AND DO NOT MEET THE REOUIRREMENTS FOR WAND -BORNE DEBRIS REGIONS, OPTIONS. LouvER£ D SEC7ON R£O16RES OPERATOR STLE 70 8E FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX GOPI DOOR LOAD EACH JAMB (PLF) HEIGHTUNIFORMtK01H Y1TL1T I171)1j/j q P,E FI NO. 77945 ', S STATE A( 1b/llKdikV . Pf 46J6 l'NNNIY ROAD 160 Mt — N+a^f. o>1w FL AE JN> tx PE 117I60 PROFES" AL 04MMRI SAL PROVAEO ONLY FOR 1£ ROTAMt W %110 *AD MIRSIRUCWN DETAMS SEE U-BAR NOTE ON SNKET 2 FOR U-EAR INSTALLATION! CA END CAP i 18 CA OPERATOR STILE FACTORY I ADHERED 70 CENTER OF T 5£G110"1 1 p5 AOOED SUPERE R9NPLOADSOSECON SUPPORT. MRB 5/10/D6 PB ADDED IW i 6/ 6/07 TRACK DETAIL. SHEET 2 OF? 4/17/08 P8 AWEO IMPACT RESISTANT CLA21NC. ADDEO TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANCED CREASEDMAX HEIGHT TO 8'-9'. AWED K" LIFT AMD ROCK PITCH TRACK NOIE. y CRT 7/22/C8 PSI UPDATED TIRE SLCCK CRT 0/26/10 I I 1T0 ER31526 j ADDED 9605, AND NOTE.. ( S) CENTER MINCES PER JONT BACKER NOTES REQUAREO ON ODOR WIDTHS GREATER MAN ESC 5/23/2017 12'- 0'. (3) CENTER KNOES PER JOMNT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE OWR HEIGHTNO, Or Il.RACK£TS TRACK SECTIONS (EACH JAMB,' TYPEOF A. BRACKETSMEASURED FROM BOTTOM TRACK ( ALL DIMENSIONS 7'- 0' 4 6 Hp JB , I ' O , 23-1 JB . 34 .8 , 45-7 4 OI), B3' (JB 0' 4 6 FAT JB . HO' ,S). 21-3 4 J9 , 87-1 4 .S b'- 0' 5 8 GI 8 . 73 Ql 23 JB 34 (,IS , 47-1 4 O , SB' UB), 57" (a). 75 JB B'- 0" 5 8 RAT JB , 1D is 21-3 4' .8). 29-3 4' JB , 48 (48), 57-1/4' .6), 66' JB), 75-1 . 8'- D'/lilON LIFT OO PI701 SEE NONE BELOW FOLLOWNC DME•NSOM OEN07ES SLATTED JAMB BRACKET ATTACHED To TRACK WITH 1/4-2OA/16' TRACK BOLT AND HUT. FOU. OAING OMENSION DENOTES QUCK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS MTN HIGH LIFT, ROOF' PITCH. AD/OR GREATER THAN b' IN HEtGKT REQUIRE USE Of CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAIL& STATIC PRESSURE RATINGS I APPROVED S12£S SC Wayne DESIGN (PSF): t25.40/-26BC jMAX t/'% yv°"+"'•"U Dal#on. j TEST (PSF), *38.85/-43.2G ;MAx HEif`uIT: B'-S' OR GARAGE DOORS IFWNDLOAD IMPACT/ CYCLIN C RATED {YES/NON: TIES MAx SECnO HEIGHT: 21" ICH A pINS10N OFGVERtEAD ODOR COILMODELS 5120/9100/9605 PtNSACOLA,DISON DRIVE 32511 SPECIFICATIONOPTION CODE 0230 650 474- 9b90 SHEET 1 OF 2 i DRAWING PART NO. I REV. 318960 PTO 13 GA AOJJSTABLE TOP PLACE U-BAR MR INTEGRAL RIS 13 GA ADAUSTA6LE FIXTURE ATTACHED TO Y" THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES "• H{X.fS EACH END FACING UPWARD iN 80TTOM Of U-BAR iNM (2) 1/4-14x5/8' AND ATTACH 7HRU MD CAP AT EACH END YAT1 (2) I/4-14x7/8' CRI(PTTE SCREWS } SELF ORILLWG pC!AFT17E SCREWS 1 FOR STANDARD TRACK AND (3) 1/4-14x7/6' SELF OWL1NG c CRIMPTI'tE SCREWS FOR LOW HEADROOM ]RACK (2 9F ;RICH ARE USED 70 ATTACHED THE TOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK 13 CA ROLLER SU9E ATTACHED TO PRE-PUNCHEO HOLES iM TCP OF U-BAR PLACE U-BAR OVER U47EWAL RIB WITH MTN (2)4-14x3/8' CRD.YT".£ SCREWS. USf IE G HOSE tN SUO£ TO E145URE THE (8) PRE-PUIICHED HDEES EACH END FAG ]UPWARD AND Ai TACH THRU END PROPEP. AUGMENT OF ROI.LERS —T CAP AT EA04 END WITH (2) 1/4-14x7/8' i5 SELF OWLUNG CRMXPTTTE SCREWS 15 CA HINGE ATTACHED EXLEPTIOW U-BAR PLACED OVER 70P IMAM (4) 1/4-14x5/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS !2 OF BE ATTACHED TWRU END CAP AT EACH WHICH ARE FACTORT' END WITH 7 1 4-14x7/8' SELF DEALING CRIMPIITE SCREW LOCATED ON THE ATTACHED) { BOTTOM FLANGE OF THE U-BAR 1 NOTF' DUE TO CLEARANCES REQUIRED TO 2' NYLON STOOMGARD INSTALL SCREWS A7 THE ENDS OF THE ROLLER MTN U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TOOPDETAIL9iNSTALUNGRCLLERSLIDESAND FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SWEET. 18 GA HINGE ATTACHED PUCE U-SAIR OVER IN AND ATTACHWITH (5) 1/4-201bRIB8' CRNPTITE SCREWS (2 OF 4CF (2) 1SCRENI WHICH ARE FACTORY TH PUNCHED HOLES A7PREPuNSCREWSESA ATTACHED. 3 O WMCH EACH INTERMEDIATE TBNCE ARE FIELD MSTAlED WTo LOCATDN (i THRU FLANGE TOP LEAF. AND 1 OF OF U-BAR AND BOTTOM WHICH SS FIELD INSTALLED LEAF AND 1 TiRIJ MRU PRE-P#UNCHE7) HOLE • - WEBWEB Of WDAR AND W U-BAR) WTEA N& RIB of SE. -Tom) TAt 12 CA OOTTCM BRACKET FACTORY ATTACHED WIN o PLACE U-BAR OVER INTEGRAL RIe MTH g 4-14x5/$' TTE SCREWS NOTCH OCIN TO CLEAR BOTTOM BRACKET AND ATTACH TOW END CAP AT EACH END WTH (1) SELF DRILLING CRIMPTITE SCREWY AS FOR IMPACT RESSTANCE, ` SHOWN AND USE (1) 1/4-107/B' SELFTHEBOTTOMBRARiTMUSTBE SCREWED 70 THE BOTTOM .. ORILUNC CRSMPT SCREW ACROSS e01TDM OF THE BOTTOM U-BAR AT U-BAR WTH EACH PRE-PUNCHEO HOLE AT EVERY 2) 1/4-14x7/LR' SELF DETAIL D HINGE LOCATION. USE (I) 1/4-2Dx5/8' DRILLING CRIMPTTE SCREWS CPoNPT7E SCREW AT nE.`l OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOSE LOCATIONS, DETAIL THS SHEET. j Kc) R ; NO.77945 Qom'. STATE OF A'CORSOf' \: 7/N1NAL1j1 , MUM S K ROW PE45COUMTYROAD 'i0 EMOUNTnHWf, Rip F. PC 7fl49 1X 1R 117I66 PR01EMONAL DMICE" SEAL PRDMDEO OMLT FOR W Jr0CATION OF WiNNOA0 ClWSTWCTM DETAILS 4 MIN STAINLESS MS MATH STAINLESS •- BACKED RUBBER WASHERS 3- 1/`Y D.C. MAX —"- 1/ 8' BEAD GE ULTRAOLAZZ STRUCTUC sI ISE EALANTALANTRAL ORGLIVALENTFACERSTEEL DETAIL A USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED 1 WITH (4) 1/ 4-14x7/8' i say DRILLING 1 CRUMPTITE SCREWS (2 THROUGH BDM BRACKET AND U- BAR) ' DETAL G 1 1/4- 14x7 b' SELF DRSLUHG MMPTTTE W AT NTFR CRNE O DOOR 7HRU J-STRUT Y OPERATOR BRACKET. NOTE,. J-STRUT Y SCREW ONLY REWREO ON IMPACT GLAZED SECTIONS. SEE NOTE ATTA01 BOTTOM BRACKET TO BOTTOM V- SAA WTH (2) / u CRIMPTITE/SCREWS SELF BitrLUNO 1IMPACT SOTTDM $ RAC)( ET SECTION DOORS I ( 8) 3% 18 GA, RIBS AS 4) SECTION DOORS WITH ($) 3', 18 CA, 60 KSI U- BARS LOCATED OVER INTEGRAL RDS AS SHOWN — 1. ALL U- BARS SMALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED TIRU PRE- PUNCHEO HOLES WITH (2) 1/4-MHOS/NS' C IMPP,TE SMWS AT EACH INTERMEDIATE KNEE LOCATION. (2) 1/4-14x7/ B' SELF DRILLING CR)MPITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAJL B AND D THIS SHEET), (2) 1/4-105/4' CRIMPTITE SCREWS APPROXIMATELY AWWAY BETWEEN END OF DOOR AND RNTERMEDATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRLMPO7E SCREW APPROXIMATELY 8' FROM EACH ENO FOR DOOR WIDTHS GREATER THAN L2'-D'. THEE£ SHALL BE A TOTAL OF (20) SCREWS ATTACHE EACH U-SAR EXCEPT OOTH U-BARS ON BOTTOM SECT" SHALL HAVE A TOTAL OF (18) SCREWS EACH. FDA DOOR MOTHS LESS TAM OR EQUAL. TO 12'-0', THERE SHALL BE A TOTAL OF(18) SC WS ATTA04tNQ EACH U•-8AR EXCEPT BOTH U-BARS ON BOTTOM SECTION STRUCTMRAL OECORATVE SHALL HAVE A TOTAL OF (14) SCREWS EAOL R MBDOW TRIM 2. MTN THE EXCEPTION Of THE (8) PRE -PUNCHED IDLES 01 INC TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER POLYCA"Ol4A7E SLIDES AND THE (8) PRE -PUNCHED HOLES IN THE BOTTOM Of EACH END USED FOR THE ATTACHMENT OF THE TOP FOMRE AND UNLESS NOTED OTHERWISE ON THIS SnCLRCATCN DRAWING, ALL PRE- PUNOIED HOLES IN ALL V-BARS SHALL BE ATTACHED TO ME DOM MTH 1/4-14x5/0" CRIMPTITE SCREWS. 3. 18 CA U-BARS SHALL BE STANPEO '49' APPROXIMATELY 8' FROM EACH END. Wgyne r afton. GARAGE DOORS D T L D1190" O OVEWEAO DOOR CO 33M A DISON DRIVE PENSACOL& FLORIDA 32514 PM11:Li-1 END CAPS AND TO4 RETANFR. WDEO CENTER HINGE JCE AND ADDED ovER OPTON. CNGED STRUT NTIFICATON METHOD XM COLORED PAINT TO uNPEO NUMBER. 3/ 8/06 ADDED SUPERIMPOSED OIN PRESSURE LOAD$ SUPPORTNC RTC7URE AND wEDNUMBEROF TENERS AND CENTER GES REQUIREO FOR RIROnER DOOR m0" NS. 5 5/10/ 06 ADDED IMPACT RSTANCE TO DOOR. ED MODEL 81oo. MED NOTE 8 TO U7E THAT LOUVERS NOT IMPACT 9STANT. 8/s/ O7 NWFED NWME LCKET SCHEODUL£ FOR OP710M. ADDED LHA LACK DETAL SHEET 2, 14/17/08 ADDED IMPACT B'- 9'. ADDED MOT AMC ROOF PITCH CK NOTE. 7/ 22/08 UPDATED TITLE BLOCK 8/28/10 ER31526 LED 2605, AND KER NOTES 5/ 23/2017 PACT/CYCLIC RATED ( YES/NO;: YES I MAX SECTION H)GHT: 21" ICHECKEDI 4/6/UB ' MRB MODELS 5120/9100/ 9605 SHEET 2 OF 2 DRAWING PART NO. REv" NINDLOAD SPECIFICATION OPTION CODE 0230 318960 1 P10 SPLICE PLATE LOCATION SEE SCHEDULE 14" MAX 2" MAX 12" MAX ! MAX 2,: MAX JE T- CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAYNE 4 KgNSH, PE 476 COUNTY ROAD 150 MOUN7 MWE. D'W FL PE 77W TX n 117368 PROFESSIONAL ENC!NEWS SEAL PRDYOED ONLY FOR YEWICAT00N OF W04OLOAD 00WRUCTON DETAL& E CLIP DETAfL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOt WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR R;V17S—'" 11 GA MIN CLIP SEE SCHEDULE— RS 2 13 GA MIN CONTINUOUS WALL ANGLE- 11141f1JJ11/// NO. 77,945 S 0 7t 7f - I0. STAT 11111 7 RACK 3) 1/4"-20 TRACK R CARRIAGE BOLT OTH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL, 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE. BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP MELDING DETAIL I f1FC1(:N PR CC! IR7 ('HART I MAX DOOR TH MAX PSF 9'-0" 46 0 PS' --2 0 PSF 16'- TRACK 0" Wayne46.0 PSF/-52.0 PSF REVISIONS ALL ANGLE 12 FOOT DATED J 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46.00/-52.DO PSF FOR 1 DOOR WIDTHS. iANGED 'TEXAS WALL VGLE' TO 'CONTINUOUS ALL ANGLE'. ADDED JSSTRATE MOUNTING TAIL. CHANGED TO CHANGED FORMAT. LED MODELS 9800 18024 WITH OVERLAY TRACK CLIP EDULE. 8/21/07 UPDATED MODELS ED IN CHARTS. iAIED SPLICE A CUP EDULES. 9/D6/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO 1NATE THE USE OF 8 CUP (REPLACED i #9 ACROSS THE IRo). 10/24/07 04/11/08 XPANDED 1-1/2' To IS' DOOR THICKNESSiTUPTO1THIGH. 12/11/08 UPDATED TITLE X 5/2/10 1/1sr3 UPDATED TITLE X. 5/15/17 SHEET 1 OF 2 DRAWING PART ND. I REV. 307494 P11 2 3/4" y1" EDGE DIST E60XX MIN} 1 1/8$ 22 244 MIN 3/16" THICK — - STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLIP SPF (G=0.42) OR BETTER AT EACH + 1/4-20x9/16" HOLE OR PAIR OF J 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 MEN EDGE DISI, ATTACHED TO SUPPORTING STEEL WITH MEN. (1) 1/4-20x7/8" SELF al DRILLING SCREW WITH 1" O.D. 4 . WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING a a E I CONCRETE MOUNTING DETAIL DWAYK L x4RWSH, PE 4576 COUNTY ROAD 160 MDUNS HOPE, DHp FL PE 77945 T% PS 11766E PROPESSI)MAL ENDINEER'S SEAL PROVIOED ONLr FM VS10FICA71DN OF WNDLOAD CONS'.RUCDQN DETNLS. 3/E" 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 Aj}11IIIII/I/ A E kph'%,. 10ENs,, No. 77945 9T STATE OF = 14 II,l1 Wayne i'QDal#on. GARAGE 000RS aY, 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS 0)A474-99032514 REVISIONS ALL ANGLE 12 F007 DATED J 5/11/03 3 UPDATED FORMAL CREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR L DOOR WIDTHS. 4ANGED 'TEXAS WALL Y GLE' TO 'CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING TAIL. CHANGED TO TEN HO ANCHORS T 4/2/07 4 CHANGED FORMAT. JDEO MODELS 9800 YD 8024 WITH OVERLAY TRACK CLIP HEDULE. 2T 8/21/07 S UPDATED MODELS S7ED IN CHART& DATED SPLICE do CLIP MEDDLES. P 9/06/07 i UPDATE MOUNTING TAIL DRAWNCS. 21 10/05/07 7 UPDATED CHARTS TO JWNATE THE USE OF 1E JS CLIP (REPLACED TH t9 ACROSS THE 3ARD). P 10/24/07 IRS 04/11/08 9 £Y.PANO£O 1-1/2` TO 3/8' DOOR THICKNESS HURT UP TO 114' HIGH. IRT 12/11/08 10 ADDED MODEL $700. rF+DATEO TITLE BLOCS( t8'T 6/2/10 71 UPDATED TITLE rLOCK. REMOVED CHART. T?T 11 /15/13 32 UPDATE_.)' TITLE LOGS. SC 6/15/17 SHEET 2 OF 2 DRAWNG PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADOISON DRIVE PENSACOLA, FLOWA 3251A SC) 474-9890 ENE J KO CEN F k No. 7794s " 0 STATE OF ONAL MINIMUM 2x6 N3 L,,, SOUTHERN PINE OWAYME A KORWSH. PE 4576 COUNTY ROAD 160 MOUNT HOPE, ONO FL PE 77S44 Tx PE 117666 0 SET_ DETAILS 1, 2 AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 6' MAX J FASTENERS PER SCHEDULES 1 THRU 4 M1N)MUM 2.4 E 1 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT 4AXfMUS1 ATTACHMENT TO SPACING ODD SUBSTRATE OR MINIMUM 2.6 FCR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. 6' MAX -T I ODOR WIDTH rk HEADER LOCK BRACKET 1 2-3/4' —i 2) 3/6• SDMPSON TIT£N HD SCREW ANCHOR WITH A 1 1 4` WASHER AND A MINMUM EMSEOM NT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. Cum 1 MIMMUMI 5"N7 P-nntC.RE71' NOTE. MA)QMUM DESKRN LOAD CAPACITY OF 2085 LSS. M{NIAUM 2x6 #3 Z HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' i i 4' ---I L—(4) 31V "PSON TITEN HD SCREW ANCHOR WITH A 1-1/4' WA-91ER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. Tatt a uiyjF.AUM 2oDD PcLU 1 N - MAXiMLTM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2.6 /3 ¢ HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 4' 4) 3/6' CIA, LAG SCREWS WITH 1-1/4" O.D. WASHERS, LAC SCREWS SHALL MATE A MINIMUM PENETRATWN OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. Q£I9iL_ 3T OF 2 UDESIGNLOAD j CAPACITY TYOF 430 LBS, SHEET 1 OF 2 REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 NAME PROFESSIONAL ENOREER'S SEAL PRCVDED 0*,Y FOR ,JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. VERPVAnON OF W04AXOAD CCNSTRacnWi DETAILS, 324620 P i S Wayne Dalton, GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 DWAYNE A KORN19t, PE 4576 COUNTY ROAD !6D MouNT "OPE. OHK7 iL PE 779..5 TX PE 117066 PROFFSSONAL ENOIN;ER'S SEAL PROV= ONLY FOR V3 FICATIQN OF xXALOAD CONSTRUCT" xA62. MIN 2500 PSI CONCRETE NOTE, MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPOR71NO STRUCTURE SHALL BE THE SOLE RESPONS193UTY OF THE PROFESSIONAL OF RECORD — FOR THE STRUCTURE } 2 3/4- EDGE t 3/6- SMPSON TITEN HO, 2-3/4- WIN EMBED. MAN 6' BETWEEN JAMB BRACKET LOCATION AL63 BRACKET 1/4-20x9/16- TRACK BOLT AND 1/4-20 HEX N TRACK DIRECT CONCRFTF MQVN1ING DF7AR FAIN 2 x 4 SPF (G-0.42) OR BETTER WALL STUD t Qif; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE — I N%IIIIIIi,/ LENS, No, 770,45 CAS OF ClJ FLORVO'-. SSIoNA- I,,, EX1MOR HOLD BACK INTER! SHEATHING 5/16- LAG SCREW WITH 1-9/32- EMBED 0 CENTER OF STUD it 1/4') FOR EACH IAAiB 6RA/CKET LOCATION JAMB BRACKET 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK O61FCT WOf11 uOUhI N1GDFTAI MAX 470 LAS PER I A(: FASTENER 1 SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 I i ED DRAWING PART NO. I REV, 324620 P16 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear ba Product Approval USER: Public User L*,% r ProdUct Approval Menu > Product gr Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 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 ffl, Sections from the Code hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWQQQ2 SS 2017 0-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER41a75 SS 2017-06-14.psif Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 ; Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 1 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. Installation Instructions FL19715 R3 II 5WD012 SS 2017-06-14 pdf 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.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWDQI0 SS 2017-06-14.pdf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER.4805 SS 017-06-14.pdf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licew under Chapter 455, F.S„ please click here . Product Approval Accepts: t im cGtRc„ Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGufBV5nRNMfo1DM5dhG310CYhzgZSGo1vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF S3/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 11. WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 5HW AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH1M(S)- MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/26 INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE ITS WOOD SCREWS OR II GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFI ENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 08 SELF•TAPNNG SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HACACIS MN—MUTUN BEYOND METAL WALL, INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LEN67H TO ACHIEVE 1-1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 910 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM Of 3 THR£AM PENETRATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL fiNIMES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, $RICK VENEER AND SIDING. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NUN -IMPACT) 6ENERAL NOTE: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTUREO TO COMPLY WITH THE 61H EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/WOMA/CSAIDI/J.S.2/A44008/1i 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SM. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVH2 AREAS. 1N HVHZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MLAMJ-0ADE RER OR AM). 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 22. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7- IN ACCORDANCE WITH THE 6TH EDITION FSC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINT$. EDGE DISTANCE 15 MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'$ INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAIL, USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20M PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 Si. E. STEEL - MINIMUM YIELD STRENGTH OF 33 M. MINIMUM WALL THICKNESS OF 47,8 MIL (D.0478" of 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F, ALUM.!NUM - MINIMUM ALLOY 6063-TS- MINIMUM WALL THICKNESS OF 1116'. MIN. In" EDGE DISTANCE., TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES t ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL & HORIZONTAL SECTIONS (NAIL FIN) S VERTICAL 4 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, &&LAZING DETAIL MAX OVERALL SIZE CGNFIG. DESIGN PRESSURE MISSILE IMPACT RATING s WIDTH HEIGHT 36, 84' O/x 35 / -35 PSf NON IMPACT 38' 66" O/X 50 / -50 PSF NON IMPACT 38' 74• O/x 50 / -50 PSF NON IMPACT 38• 7r O/X 35/-35 PSF NON IMPACT a4 6r O/x 50 / -50 PSF NON IMPACT ; 4W 7r O/X 35 / -35 PSF NON IMPACT S 48- 84• O/X 20 / -20 PSF NON IMPACT 52' 72• O/x 45 / -25 PSF NON IMPACT 36' 831$" O/X (ORIEL) 35 / -35 PSF NON IMPACT I 4R' 96" O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6r O/X-O/X 35 / -35 PSF NON IMPACT 72" 54- O/X-O/X I -35 / -35 PSF NON IMPACT 76• 1 6Z' O/X-O/x 50 / -50 PSF NON IMPACT 76' 72" O/X-O/X 50 / -50 PSF NON IMPACT 7W 77• O/X-O/X 25 / -25 PSF NON IMPACT 80• 74' O/X-O/X 35 / -35 PSF NON IMPACT 74' O/X-O/X 30 / -30 PSF NON IMPACT 308' 6r O/X-O/X-O/X 50 / -50 P$F NON IMPACT 108' 72- O/X-O/X-O/X 50/.50PSF NON IMPACT 108' 1 84' O/X-O/X-O/X 25/-25 PSF NON IMPACT Silver line r,rindersen i SOD w'Y •-0OOa11 NNE SILKI D+E MSYE Ha9TH aAVN:wlat H1 oevo: n i7-214Y,Wo IN i'' y T F iIi PIE' AS"oE L 'i co I 13%Jlzl-- Oo . J ss u`Z O - DW& tF: / I %Roy N&'Iod oy Hi— F. NoIwo, P.E. 5 T Y D 002 ImAwo-gIIIOFF.-" Fi#: Fi19 150: 201706.1516'. 11-C6.04W SHEET: OF T- J7 I 1 MAX. FRAM HEIGHT 91 1i MAX. FRAME I'— WIDTH 48' • ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 95' ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS fOR ALL 2902.49M RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2M-4902 RATINGS, TWIN UNIT CONFIGURATIONS 1 MAx. FR, HEIGHT MAX. MAN HEIGHT 9d MAX. FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' TRIPLE SINGLE HUNG WINDOW 1....._......... ._..__..__.._,.:. Silver Line wonder-wn OA •D00#f O^}ZCYEAIii' MINTH NJBDtx1:WIIS](, N74P'XY we 092I 43' -"O u w2nI ^ w 2aot DIZ a `•' 4 F r A p V) yn- FF// In I10'', ' i til T oq 3 =z uz DWG #: SWO002 SHEET: 2 OF 6 2" MAX. FROM CORNERS t 11" MAX.- O.C. 11" MAX. O.C. 2" MAX. FROM c0RNEas L N-OTC W"OrM $.TD+WW K.NO}OACDA Xa-OL AT,7,. 05At ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6" MAX FROM 20" MAX. CORNERS- I O.G. 1— 20- MAX. O.G. 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW r MAx. FROM a 1/r MAX CORNERS 41/r Oe i I FROM. CORNERS 6" MAX. FROMCORNERS f 161/2" MAX, O.C. 6" MAX. T — FROM - CORNERS f 4 1/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 32 3 MAX O.C. O.C. i' MAX '^ 6" MAX. fROMORNERS 1( O.C. C L 6" MAX O.C. I- MAX. FROM CORNERS 6" MAX FROM CORNERS 16 L 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN- TRIPLE SINGLE HUNG WINDOW 12" MAX. O.C. I 1 MAX I i ANCHOR STRAP 6' MAX. - P/N 50-2995-2 FROM - SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line I irig 90w fly ONE }RMEAIZNf DR2YL rN awN}wrac. w Dexz na I7W>A»-m0o tim y Hmmv 0 r V h s 2 2 ? z w moZ n I µ4 m Y w { ti p£t , g j1111111 t>>, R Y z aN ao 3vz yZ DWG #: SW© 002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 4 ZX WOOD SUCK BY OTHERS 2X WOOD S= BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 98 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER / N SEALANT O.A. UNIT BY OTHERS HEIGHT EXTERIOR 7 SEE GLAZING /- Ll DETAIL. SHEET 6 rB-",\ VERTICAL SECTION I O.A. UNIT HEIGHT 11/2" MIN, EMBEDMENT INTERIOR HEAD - 2X WOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS7 EXTERIOR FINISH, BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR WOOD SUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN NC;tE—,r/ MASONRY 4 ZX WOOD SUCK BY OTHERS 3/8* MIN. EDGE DIST. 1/4"AA)( MIN. 3/8" EDGE DISTANCE 1/4* MAX. SHIM SPACE HIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQurk&MENT57\ MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET METAL STRUCTURE INTERIOR US GA * 5 SELF -TAPPING SCREW ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH By OTHERS EXTERIOR \\\— PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION- 1/4" MAX JAW - METAL STUD SHIM SPACE NML FIN 3/8- MIN. j EDGE DIST, CONCRETE/ MASONRY BY OTHERS I I/Z* MIN. EMBEDMENT rA-- VERTICAL SECTION SILL - 2X WOOD RUCK NAIL FIN 915 z -0 r 'i Z DWG SWO002 SHEET; 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY rBYOTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS " ' EXTERIOR FINISH PERIMETER SEALANT BY OTHERS l j O.A. EXTERIOR 1 1 UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 3/4" MIN, EDGE DISTANCE ') 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX, s CONNECTION DETAILS SHIM SPACE SASH REINFORCING a SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING l l/2' MIN DETAIL SHEET 6 EMBEDMENT INTERIOR I 1/4" MAX. SHIM SPACE INTERIOR E\ VERTICAL SECTION l f HEAD -2XWOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT // } (P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. rPERIMETERSEALANT 1/4' MAX. I SHIM SPA BY OTHERS SPACE EXTERIOR FINISH 1 + BY OTHERS i1 ° , 1 114• MIN. EMBEDMENT PRECAST SILL r ° BY OTHERS 1 _ - I' - + • } 3/16' ITW TAPCON ° INSTALLATION ANCHOR , ° f 3/4- MIN. 4 EDGE DISTANCE VERTICAL SECTION S SILL-CONCRETE/MASONRY THROUGH FRAME EXTERIOR O.A. UNIT WIDTH MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 910 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS rFJHORIZONTAL SECTION S IAMB- METAL TUBE%STUO OR APPROVED MULLION THROUGH FRAME 5) ##14 PANCAKE HEAD SCREWS FROM STRAP TO 4,0000 4,0000--jFRAME, HOLES PROVIDED 2.0000 2.0000-jTOACCOMODATE #14 DIA. 0.500 0.0620 - 4.00200. ) 2.3750 t 0.7500(2) 3.0000(2) 6,0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING, SEE ANCHOR REQUIREMENTS BELOW, ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MM 1-3/4- EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1" EDGE DISTANCE. SiiverLine r OLwi•OOO pf 0£ sArEptwE npzpE r iTH atMGWZCK W W1402 ht (M[) •l11WC R u Y N N 5 r Q w _ w v 2 pW Zmc w = T L7 m i C o c n wcc Qe a min oa3- z2 vZ O p 1%) 11A DWG #: SWD002 SHEET: 5 OF 6 INTERIOR i INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR, REINFORCIA* SEE BELOW FOR REINF, SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENT5, VERTICAL SECTION HORIZONTAL SECTION MEETING STILE IWERMEMTE FRAME MULLION I- ALUAZNVM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (C/X), DESIGN PRESSURE •/- 35 PSF 36 X 84. (ON, DESIGN PRESSURE -/- 35 PSF 38 X 74, (O/X), DESZGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X $4, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE *1- 50 PSF 108 X 62, (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF fRc - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING aIS NOT REQUIRED FOR THE FOLLOWING sXZE/RATINGS; 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALL GLAZINGCONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 GLASS LOAD RESISTANCE. 5/ 8" O.A. I.G. GLASS 1 1 EXTERIOR / \' INTERIOR i MIN. GLASS SITE U2" 1/ 8' SETTING BLOCK L GLAZING DETAIL I NOTE: 11. LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O,C. SPACING SPECIFIED IS NOT EXCEEDED. Z BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.0 THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME, BY OTHERS 1 1/ MIN .f . EMBEDMENT 1 U2" MIN. EtE i DISTANCE Z" MIN, EDGE{I DISTANCECONCRETE/ MASONRY BY OTHERS UCK INSTALLATION DETAIL. SilverLine bvW 1 OnaE > ALEx te{ oa:vE r+ c«n, wx,rswux w ocsoz 41 ( MW)431tOW ul z,/, 0 Z fla u Y D A p o;3 Sz v2 q A V h DWG $ t: SWD002 SHEET: 6 OF 6 @OA\,\\ BUILDING DROPS 40 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 ["Altimation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval Report r. 4875 61h Edition Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Siker Fit,(,, Building I't»odkicts Prepared by: liertnes, F. Norcro, PA". 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' DES F. p r 7 cc cam''•. • . ff fiSS NAL - `• Hermes P.E. Florida No. 73778 @^4 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 1d 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 61' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6` Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6"' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 FL#: FL19715BUILDINGDROPS 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. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear t H rir a Product ApprovalA,, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden I Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 I4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code z I Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC°/a2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194.1 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions FL12194 R6 11 A, 11 Q1.3 2017 ( Evalu ion F g4r Q4 54.fits-f oall.12 f Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 8 At 15Q01.3 2417 FBC Evaluation Repar Q4 Soffits fn ahodf Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addh if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen<. under Chapter 455, F.S., please click here . Product Approval Accepts: 2 El Credit Card Safe hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d°/a3d 2/2 TECHNICAL. SERVICES, L.L C Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Paae 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. 9 CREEK ALUMINUM COILS, ING Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 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.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 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. Y, 'prrRrrp J i C,`f':P• "E` 1,P•••.' NSF cS',t'• No 74021 Q'. STATE OF :4 Cf` ,0R1 raee'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. f CREEK TECHNICAL SERVICES, L.L-C APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, t_LC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location T— Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/1612F-1 16-inch W°°d min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64, 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 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 JI-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16 inch pattern spaced 24- screw spaced 16 inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch O.C. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12 inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max, Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0..072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Max" Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L-L-C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap 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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 114-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W 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 ga1/4- 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. ail chinchail shanknx 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 J4- 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. 3J16- inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood le g staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F 4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/+- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 6012-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail 24-inch o.c. 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 g, a anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. p CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 ALC 15001.3 H' }ear" d a. nail x![.h Mill _,. end _.amen .tf w r .=sbs or is#'_ r stub ua1 Hfch n;in. enaagemenc,tcc- concrete cr be-:: is suk,r_ra ce7 , spaces c,a r.teca above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL I:-z ..;oc?c IN FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 SOFFIT STAPLE 3/4" X 1/4" OPEN RAFTER 1, J L3/W DIAiOhJO PATTERN D ETAI LCROWNSTAPLES USING A DIAMOND E'rVMJ sr Es PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4" X 1/4- CROWN 8" 1-3/4" TRIM NAIL FACIA BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48" FASCIA CAP NAILING FLANGE UP OR O.C. 3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT- max . 12 -inch span WOOD SOFf1T SUBSTRATE SOFFIT FASCIA ID ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, L.L.0 No. I Installation Detail OPEN RAFTER 3/4' X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4- TRIM NAIL screwed to soffit PAINTED S.S. 48' witYi one(17 #8 x x 3J8- head O.C. diameter screw, 15" o.c. SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD , r rxvEEr+, r STALES , ASCIA CAP 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 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 B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-x}- CROWN STAPLE I OPEN RAFTER FASCIA BOARD Ia mk 5iE"'-Ntzd 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASC1A LAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL SOFFIT; MAX. 16- f MASONRY SPAN SUBSTRATE i ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 din, 3j8" as+3 iia. ::ail wi L min. e Tlgdy_e(n.ent(fOY' w'r;,3tltiSt'1r. ', c Y inIn. J. 097" Jia. i-YIaYi Oi '3 L'.lti na2i with min. 5,P` (to: cur x-:u or b.(;,ck spayed a8 S1GLei ah<`Ve. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL xJ _..,. r^-"fl FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail STAKES SOFFIT STAPLE RAFTER OPEN3/4' x 1/4' I , DIAMOND PATTERN I ETAI LCROWNSTAPLES 1 s-LC Kr.M A JUSINGADIAMONDDSTAKES PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1 f4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILrr'F' STAPLE ON CENTER 1-3/4' TRIM NAILA PAINTED S,S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT— max , 1 s -inch span Wool) SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I 1 11, TRIM NAIL FASCIA BOARD PAINTED S.S. 1 FASCIA CAP SOFFIT I I-,J- CROWN STAPLE OPEN RAFTER r FASCIA BOARD I-x{" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE r_ 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL/ 8 F" CHANNEL 3/8 SOFFIT; MAX. tb" I SPAN WE SUBSTRATE SOFFIT STAPLE I DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL. SERVICES, 1.LC No. I Installation Detail OPEN RAFTER 3/4" x 1 /4" CROWN STAPLE '24" ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIL) PAINTED S,S. 48" O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE LDIAMOND PATTERN FACIA BOARD DETAILL a 9ETVEEII/, STAPLES 1 / FASCIA CAP 3/4" x 1/4" CROWN FACIA BOARD STAPLE "8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" x 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S,S. 1-x4- CROWN STAPLESPPLES FASCIA CAP SSOFFIT USING A DIAMOND PATTERN; REFER TO 1"r3" CROWN STAPLE SOFFIT STAPLE { j DIAMOND PATTERN i DETAIL i 1 >?' TRIM NAIL I FASCIA BOARD PAINTED S. S. SOFFIT FASCIA DETAIL 24F- 1 & 24F-4 1'.1' CROWN STAPLE FASCIA CAP: REFER 70 SOFFIT 6 FASCIA DETAIL Nominal I" xY SYP Batten Anchored to SOFFIT; MAX, 14" 318' F- CHANNEL Rafters with one id Ring Shank Nail at every Ratter / w00D SUBSTRATE I 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. FLEE TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM HAIL FASCIA BOARD PAINTED S S. I" SMOOTH SHANK 1 i r FASCIA CAP ROOF NAAS SOFFIT I 1"rj' CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I-xj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA DETAIL Nominal Yx2' SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one Td Ring Shank Had at every Rafter WOOD SUBSTRATE 1 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, L.L.0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T }- TRIM NA AFASCIA BOARD PAINTED S.S. j 14GA " T-NAGS - 1 $FASCIA CAP SOFFIT y I"r}' CROWN STAPLE I ' TRIM NAIL ' PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-3 & I I I DETAIL 24F-6 # s 1'41" CROWN STAPLE FASCIA CAP; REFER TD SDfftT b FASCIA DETAIL Nosing; I-x2' SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL ' Rafters ..th one 7d 1 Ring Shank Nad at every Rafter MASONRY I ALC15001.3 FL12194-R6 Page 11 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, LI..0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA (AP1n STAPLES ' CROWN S USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED rxk- CROWN STAPLE DIAMOND PATTERN RAFTER D£TAIL _ FASCIA BOARD 1 # TRIM NAIL SOFFIT 8 FASCIA PANED S.& DETAIL 24J-1 & 1-.1- CROWN STAPLE 24J-2 fASEIA CAP; REFER TO SOFFIT 3 FASCIA i DETAIL iYorntnat 1" x Y Sr#' oattena 8- 11scabbedbetweenraftersandSOFFIT; MAX. 24' 3/B CHANNEL i secured with one {1) 7d mg i shaf* niml straight. through the ratter tnW the end III WOOD SUBSTRATE of the batten or two (2) )d mg sranh nails toe -nailed on ` either aide of the batters at the oatteritraAef 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 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. L.L.0 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, li, 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, Ka = 0.85 7. V.„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC 15001.3 FL12194-R6 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures for Soffits in Exposure, B Building Type Zone Mean Roof Hei ht ft ; Basic Wind Speed mph), 1 130 -- 140,.;' 150 160 = ' 170 180 190, 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8Negative Loads) 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 5 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 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 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y_ CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for.Soffits; n,Ex osure C; Building ! Type Zone, Mean,,,, Roof Height = ft Ba$ic Wind S ed h 12{ 13f}' `:, 140 1,5V, 160 170 18U 190 i 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 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 Enclosed 4 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. CREED TECHNICAL SERVICES, L.L.0 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposuresure a Suing Type Zone Mean Ro f Height ft Basic Wind Speed h) 160 170 180, 190 200 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 4 40 29.4 34.5 40.0 45,9 52.2 58.9 66.1 73.6 81.6 Enclosed 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 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41,7 46.3 25 1 T3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 Enclosed 4 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 44A 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) 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 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM 15/8" j 3/4" 1 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEL( Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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, L.L.0 1' 5 3/4" 7/8„ 1/8" HEM 6" FASCIA 7" BLANK 1/4" iCnMFTR1r vrFw 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" Q4 Soffit 18* BLANK 3 / 8 PROFILE 2 7S, RE F ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L-L.0 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8"' 3 1/8" 7/81, 3 1/8" 5/16" r- - j - I - 1/2- 7 112" 1/2'" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 4 acaILI END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824 17520 Edinburgh Dr .- W ETampa, FL 33647 TECHNICAL. SERVICES, LL C (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No, Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, L.L.0 PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels 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 Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 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, 61' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY R t tPP• , qjC ` • fr No 74021 STATE OF : 4/: 0 <v . OR CERTIFICATION OF INDEPENDENCE d2r'o— 2017.09.01 10:06-018 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 LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 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 SERVICE'S, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 1— Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# 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 W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 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 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, L.LC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf i Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 114-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch O.C. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 325.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 114-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 114- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c, inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap 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 psi 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. ALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One {1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 01-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c, shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 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 1 -inchx 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. w REEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection ISystemPanel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min 2 25 each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min, 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1 /4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FEE TECHNICAL SERVICES, L-L-C 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 W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC 15001.3 FL12194-R6 7of8 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 through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga.''/+- x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. 60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced inch x 7d ringin pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or a . /+- One (1) 18 g, anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK W'+ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoveD SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail i I'll,, 5l£ 3a 11 rJ Y C E 3. i •• w T. -.1 L .._. _ wa r1: tr.lnl 5/8" s k,cck "bza_a:r_i, s. _u as .z t.ed c SaVe. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 12F- 1 & 12F- 3 F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 416" O.C, FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 or -WA 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. 12 F-2 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4" _'-, CROWN STAPLES USING A BOND PATTERN I F"' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN rrr d 1-3/4" TRIM NAIL PAINTED S.S. 48' D.C. ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER; nX7WM ', SOFFIT STAPLE a ; DIAMOND PATTERN I D ETAI L air rcrvccn1 Sr,w1,E3 / FACIA BOARD ' CAP 3/4" X 1 /4- CROWN STAPLE '8' ON CENTER SOFFIT —max, 12-inch span 1-3/4" TRIM NAIL PAINTED S.S. cr•r FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLG No. I Installation Detail OPEN RAFTER 3/4" X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN I 1—CHANNEL 1-3/4' TRIM NAIL crewed to soffit with one(l) #8 x PAINTED S.S. 48" 1/2" x 3/8" head D.C. diameter screw, 16" o.c. SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 31V ', SOFFIT STAPLE DIAMOND PATTERN D TAI L FACIA BOARD j El -'' KTWEENsTAPLO , ASCIA CAP 3/4" X 1/4' CROWN STAPLE '8" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-136 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Yw CREEK v TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11" TRIM NAIL FASCIA BOARD PAINTED 5.1. I FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER t FASCIA 80ARD 4 St StE" ?x 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT 1 FASCIA DETAIL F" CHANNEL SOFFIT: MAX. 15- SPAN i I1} MASONRY SUBSTRATE jJ I! ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" hPad dia. nail Witt= min. 1Nr" engagement(for wood su7sLrac.ei min. 'J. 57" dia. T-nail or stub nail with rain. 5/8" (tor or b?:.k subwCrac_„ spaced as a}: ve. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL of wx ;: FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L_C System No. I Installation Detail 16F-4 3/4' X 1 /4" - ,, CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAIUNG FLANGE UP OR DOY04 rsr 1-3/4" TRIM NAIL PAINTED S.S. 48' O.C. ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ; ' SETNOM SOFFIT STAPLE DIAMOND PATTERN 1 j L-3,1 KTVCCN/ DETAIL_ STAPLES/ FACIA BOARD i CAP 3/4" X 1/4- CROWN STAPLE 'a' ON CENTER SOMT- max. 15-inch span 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASOIA 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 p- TRIM NAIL FASCIA BOARD PAINTED 1, S.S. fASCIA CAP I SOFFIT 1.4- CROWN STAPLE OPEN RAFTER I I FASCIA BOARD 1":}' CROWN I STAPLES SOFFIT &FASCIA USING A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER / TO SOFFIT 5 FASCIA DETAIL F" CHANNEL 3/8 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, LL_C System No. I Installation Detail 16J-1 3/4" X 1/4- CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NA1LJ PAINTED S.S, 48' O.C. SOFFIT —max. 16-inch spate ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN D ETAI L FACIA BOARD arr XTvEENSTAKXS i AACIA CAP 3/4" X 1/4- CROWN 3-3/4" TRIM NAILSTAPLE "8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 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, L ILC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 7 1" TRIM NAIL FASCIA BOARD PAINTED S.S. Yxj' CROWN - i— FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO 1-.1- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN EIJI DETAIL 1 TRIM NAIL FASCIA $DAAO PAINTED S.S. SOFFIT & FASCIA STAPLE DETAIL 24F-1 & 24F-4 i'zq- FASCIA CAP: REFER TO SOFFIT 6 FASCIA DETAIL Noa inal'X, S>P Batteo Aithore0 to 3/8' SOFFIT; MAX. IL" 1 F-CHANNEL Ratters akj Ring Shank NailNaf1 at WO0O SUBSTRATE i every Rafter I a 1 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. CREEKt TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 P' TRIM FASCIA BOARD PAINTED SSS s 1A- SMOOTH SHANK I,,,, --"FASCIA CAP ROOF NAILS SDffiT 1". 1" CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S SOFFIT & FASCIA 24F- 2 > DETAIL 24F- 5 1— x- CROWN STAPLE FASCIA CAP; REFER TO SO#1T L FASCIA DETAIL i Nom" 1'z2' SYP 1 $ mien MthOreO to SOFFIT; MAX,24" f- CHANNEL Rafters .0 one 70 Ring Shank Na# at ever? Rafter WOOD SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PANTED S.S. h,GA T-NAILS I t 1,,r--FASCIA CAP SOFFIT CROWN STAPLE i }' TRIM NAIL FASCIA BOARD f PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I"xj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA DETAIL Nom" I'a1' SYP Batten Anchored to SOFFIT; MAX. 14` F-CHANNEL Rafters with one 7d Ring Shank Nat! at every Rafter MASONRY I i f 1 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. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIMANARFASCIA BOARD PAINIEI-sj-CROWN FASCIA LAP STAPLE$ USRtti A DIAMONDPATTERN, RffER TO i'x " {ROMN STAPLE SOFFIT STAPLEEANTILEYER£D iiDIAMONDPATTERNRAFTERDETAA FASCIA BOARD , SOFFIT & FASCIA 1 Tam NAIL PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 _ _ _ _ -- FASUA CAP: REFER TO SOFFIT b FASCIA DETAIL Nornznai t' a 2" SYP battens 8~ scabbed befn a ratters ant SOFFIT: MAX. 26" 318 3-CHANNEL seaurea . l st one f- n g rmg II 4 ( 9haR% nail SVa iti-natieo M'Ough The rafter m1'0 the end ddd MOOD SUBSTRATE Ij of 9 s batten "two {2} To I ! rmg ?tarth tt"S ?OC-JlaiteC On 3 I ether s4a of the banern at the Oattewraftef tersecwn / l i 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. VU,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.LC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures for Soffits in Exposure B Building ' Type Zone Mean Roof Height ft Basic Wind S mph) 120 1130. 14{};-; 150, 160, 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42,2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 -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) 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 3Z5 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62,7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 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 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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, L.L.0 ALUMINUM COILS, INC Soffits Appendix C Design Wind. Pressures for Soffits in.Ex osure C Building Type Zone Mean Roof Height ff Basic Wind S eed m h 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 5 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 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 4 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 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001,3 FL12194-R6 3of4 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. u CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for SofBts;in=Ex osure Building Type done Mean Roof Height ft Besio 1tVW'S 6 ed m h ;;' 120 130 1'40 150 1160,1,"' 170, 180 190 200 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 1 -62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 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 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 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 1 T9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel i — 3/4" — 1/8" HEM 1 5/8" 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1I8" HEM 6"FASCIA 7" BLANK 3/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PROFILE 2 175' REF 7YP ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 112" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 2 t 7S' RfF 24^ n^a osasaTr? aUJLI J J j U END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear nd 4 4Product Approval USER: Public User Product Aooroval Menu > Prod!jct or Application Search > gpolication list > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 )ohn W. Knezevich, PE b 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 D3161 2016 ASTM D3462 2010 ASTM D7158 2011 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 FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER_CERTAINTEED A5FbAIT aH1N5LE5FL5444 Rl pdf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017,09 FINAL F ERTAINTEED ASPHA(<I 5tJIMGLES FL5444-R12.Dd Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 20OZ-Z011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F,S., please click here . Product Approval Accepts: El Credit Card Safe file:/// C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT f#13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-1112 Malvern, PA 19355 Date of Issuance: 09/22/200S 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seat appearing was authorized by Robert Nieminen, P.E. on 09/05/2017, This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. TRINITY ERD 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: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization a9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; 610) 651-5947 Revision 13: 09/05/2017 Page 2 of 12 dry{ TRINITY ERR 4. PRODUCT DESCRIPTION: 4.1 CT201, XT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia*", BelmontO, Belmont' IR, Carriage House Shangle®, Grand Manor Shanglee, 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 Shaker"", Presidential Shake*"" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras*", Highland SlateT" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge*", Shadow Ridge'", Cedar Crest'", Cedar Crest*" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ( ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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 Vasd = 150 mph (Val, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Vint = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 TRINITY ERD 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 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT201", XTI 25, XTr" 30, XT"" 30 IR LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12'' i l ,z. 35rnmj- i+-3iam;:l} r (305mm—, t+-1 ' (25 Mmi iant 125 mr-+I T 1 5 sla" (145 mm} 5 0i Norwool Pont METRIC c5 m,n', _ son3anl j i(25 tnm)- Figure 11-3: Pse four nafV for mvw frill sbingle. Use four iWis and six shots of asihalt cooling cement* for every fill shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type IT is suggested. Roofing CementL_ __ 1_ .-...-.- k: y t' f >5 m', spots of asphan holing cE,,ww,f sr each tab e ne rtgure 11.4: Use four nails raid sir s/xhts ofrapbalt (11"eirt on skgp slapes& CAPTION: Excessive use of roofing cement can cause shfngtes to blister. 6.4.1 Hip & Ridge for CT20' ", XTT" 25, XTT" 30, XTT"" 30 IR: Cut Shingles f 1 2 (50 nvn) gen ve 25 mra i '- .- t h M_s Capall nnll1 Shingle Figure 11.24: Cut labs, then Print brick to make cap sbingk s 8ng10b dinransions sbown). 25 m SN q xos N figure 11.25: Instmilallon of mps along lloe bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1111" adhesive or Henkel "PLQP Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 TRINITYERD 6.5 ARCADIAt': LOW AND STANDARD SLOPE STEEP SLOPE I se SI\ nails for cwr.k full shingle located aLs shottn helots. Lsc SIX nails and FOUR spots of asphalt roofing cenient (or (-wrk full shingle as shotcn heloa. Applp asphalt roofing cement I"(25 nun) from edge of shingle_ Asphalt roofing cement mecnn; lSl"M 0 -680 1)loe Il is sti geaed. Wd Lo P ----r Nail Na4 t P{same 2: (sesix hails fbr evert fiit// s&it{tile. 6xgru• c;{: Gcc slr )raI(s crutf un• s/xrts of asltlrn(t moon rl cement at steel) slu/,es. 6. 5.1 Hip & Ridge for Arcadia'": Cedar Crest`m, Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum 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 "SonolasticO NPJT"" 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 - seating adhesive 4" 1/ 4" - - 3/ 4" — I.,r — 1" Dab Of asphalt Cement between - shingle layers 1« Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 6.6.1 6.6.1.1 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle located as shown below, 0 A&woli "'11 f S;E, TRIM TYERD 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" (125mm) from edge of shingle, See below, Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested lt2'8 r (25 mn) Womml I 1 , 1-5 RIXI(Inq C47WM Hip & Ridge for Belmont® or BelmontO IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest"" or Cedar Crest"" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For BelmontO: ShangleO Ridge Figure / 7 - / 8: Sha ngle " Ridge. Remove tapeExposure from the right side 81 and fasten SECOND Fasten the "IX leftside - 85/6, RIGHT FIRST - Y LEFT Figure 17- 19: InVallation of Sbanglvl& Ridge shingles on hips and ridM. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NKT"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RI3 Certificate ofAuthorizotion #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 6 of 12 TRINITY ERD 6.7 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE I se seven nails and three slots of asphalt rooling cealent for CNM Fse five naik for vvery (till Spangle' cowling Grand manor Spangle. I se Env nails and thRI, spots of asphalt roofing content for every full CArriage Ilouse Shangle and (;Coivnnial State, kj)j)IV Xil)hall 1`00fiflg CV111(34 1' (25 nim) from edge of shingle Yr (Figure /7'_i), Asphalt rocifing winent (nectingkSTM 0 6K6 T%.1 w 11 is suggested. 25 '25 mm 5ffi' 16 mmi f t22Q mm, , s -.1 Figure 17-4r I se,/ice uwh'for et vryfii1l Grand.11anor Sheingle, 85,13 Carr tage IfintseSbtingle. or (AwleititirdVale t229 nrlwj 25 mfll); -- -Rooting Cement Figure /7-5: !Ebert insteNing Grand ,Hanoi Sbairgtes onsteep dqk t, toe setrai nath and three spas fq'aspball ro(oIing cearent, 6. 7.1 Hip & Ridge for Carriage House Shanglee' and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14-1/4" 12" 1--( 305 min) - (3 75 aim) ---l--(305 mm)--j min ( 25 nim) NailabO- Afea LANDMARK TL NorthGate: I31/ 1" 13'* 13W' 343 nim)— ---(330 -(343 mm)--j 1" ( 25 111m) 1" (25 rnm) Figitre 1;:I - 4: Usejnitr na i1v for eivi'fidl shoigle. NIIDL NAIING 12' 14 3/4' 1 AREA 305 mm) 075 rnml --I naA Ire Melling areas for low and standard sliopes, (Vom, 2:12 to 21 12) Nat W~ upper & lvw "s as 04w,, aoow. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate ofAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVH7 EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13:09/05/2017 Page 7 of 12 TRINITY ERD STEEP SLOPE se sis nails and four spots of asphalt roofing, cement for every full LANDMARK TL laminated shingle. See beloNv. Asphalt roofing cement shontd meet ASTAt D4580 T\pe 11. Apply I" spots of asphalt roofing cement unde each Corner and at about 12" to 13" in Gram each edge. 343 mrn) (33Q rim) (341 mrr) METRIC DIMENSIONS i "(25 ran;} mm)-- f A 30z : n} (375 mai} (305 man} 1 - I-" - 1 25 mm) ' - -- (25 mm) 1 1 25 'I'll) 4 1 (25 mm) I Release Tape I Nail Area _ 1 For Steep _- _ _ - Figure l3-5: bse sir nadL aril four sMls of I"— I I , _ 1 zPball roofing ceiniml on skwp slofies. 25 mnn) — - (25 mm: Rooting Cement NorthGate: STEEP 12" 14-314" 12" SLOPE --( 305 mm)—.+-- (375 rnn- - ^ i — (305 mm}--j NAILINGNailinngq Lemits AREAtbNtwfeeTt, l er 1"(25 mm) nail Ines. 1"(25 mm)—*- -+ o01ng- metii Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark TM landmark'" IR, Landmark'" Pro, Landmark TM Premium, Landmark'" Tl, Landmark'" Solaris LandmarkT" Solaris IR NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/8° _ 305mm) - ( 250mm) 4- 415/16 •» 6" 6 (125mm) a (125mm) i 150mm) ( 150mm) } i Notch for Centering 12.. ` f -- J 131!14' 5rnm337 Notches for Alignment to (mn} the Top Edge of the Previous (180rnm) Cap for 5" (125mm) Exposure I t. English Dimension Shadow Ridge — Exterior Research and [Design, t LC. Certificate ofAuthori: ation #9503 6`' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/8` 196mm) i t Metric Dimension Shadow Ridge'" Evaluation Report 3532.09.05-R13 FL5444-RlZ Revision 13: 09/05/2017 Page 8 of 12 13 1;A- 337 mrrj I- 971137' 12si1 ;e15T1` 15,t8" (12ti rnm, t Gerterirg 4vich Align thew r,,ot hos to top odge n' pleyfell$ C041$a NorthGate Ridge TRINITY ERD 13 1 /8" 6 5/8' I f 6 5/8- w 168 mm) 168 mm Centering 131/4" Notch ~, f 19 ) 337 min Ali n thesefg 7 Sl8' notches to top (194 mm) edge of previous course. NorthGate Accessory 12- 305mm) Laying Notch I I I Figiffe 13.20.., Use Grping nokh to writt-T sbingks on bips and ridges, and to kwale tlx: comr/ toosum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® Wlr"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 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 1.----- 40" Guide Lines (1016 mm) 5 114'— 133 mm) e 14 1/4" 1 112' 3Snunl (362 mm) NOTE: Apply nails on painted guideline. Ftguty 16-6: Fnckwing 1WstdtnhW and fta0 wtkd TVShakesbtngkrs on (our and skrndarrl slofvx i1 TRINITY ERQ STEEP SLOPE: For steep slopes, use line nails for each full Presidential shingle and apply I" diameter spots of asphalt rooting cement under each slungje lab. Vier applying 5 nails in between the hauling guide ties, apply 4 nails I" above tab cutouts making certain tabs of overlying shin2Je cover nuts. i 1 e ---—--•———-- V diameter asphalt rooting Cement Figure. 16-7: Faskning Fresidenlid and Prt-ckkvttial TfL Sbake. sbingk, on steer slofxn. 6. 9.1 Hip & Ridge for Presidential Shake'" Presidential Shake"m IR, Presidential Shake TL'm, Presidential Solaris*"" 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidentiat 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 musk be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes fit two different sizes. Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1T"" 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 CrestT", Cedar Crest" IR hip and ridge shingles. 6. 10 LONG STANDARD AND STEEP SLOPE: y __. 23Q mm) r- ( 25 mm) _ _ (25 mm) t(240m(n) I t?3(1 mm} i?:i13 mm) .•(234I aunt (23n mm) t.. L. nanfing Cement ttge+ ec (5 t krstsn(ug rftttnvrrs SboliAw on .titt*h,S(a1k5 For seep stuns, nx^ hes natks and cigin stxxs of asphalt twhug Fkqurr / 5-3: lastening liattetns.Cltrag (c v o" (Crum (of (cAch (n[I Morerns shiogk as shown alwve, :Nlptr I' Gou chef skildafrt SloFex Qinort) dtaneter +Ixtu of "ifing cement (,AJTM n 4i86 h1pe It For low and standard slopes, use live nails for each full suy aectt onder etch IA corner, Ptess xhitigle into place; eh> not ILateras shingle as shown above expose cement_ CAt1TIt4ici: Too nowlt rtxtnng cooeut cu caase shingle°s to btlYty. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'"": 6.10.1.1 Option 1: Accessory for Hatteras asi:C. iota Silt; t I u 1 2 Figure 15-14., 18 three-piece unM5 separates to m4ke. 54 Hatte= Aa vagary sbingtes 6.10.1.2 Option 2: Cut Hatteras Shingles 230 mM) I I 8" .-18" (460 I--- 18" (203mm} Cap Cap Cap Cap Shingle Shingle Shingle Shing;e Figure 1S-20: Cut Hatteras shingles to makes cover cif. Ftkure. 15-21: Inslal/ation of caps along bips and Ogrs. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP11` adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: 1 Itas , 1Ei21RA-otd. fM1yW .'B& st X,x14 j—nV ow cww iA^uf u N':vtwni. Fdgrin, f h.3 fix? FfVb' naffs frrr ee ry kegfiltuut Vote sbttrgle. STEEP SLOPE: t;se FIVF nails and EIGEIT spot, of asphalt roofing cement^ for each hill Highland State shingle. For Mlalni•Dade, SIX nails are re1[uired. Apply I' diameter spoLs of asphalt roofing cement Rider each tab corner. Asphalt roofing cement (noting ASTM W5861 y1e 111, su gestc<i. Me", cl Mn an-,. six rwsRw,waa uuBa nG eYns filar aAt A m sho,a j. Figure t /-.3,A: ure HIT' natbc elfin eight stxmt ct/ a ptaetl rrrofrng ccn newt uncfe r cuu b trd roman• CAUTION: Excessive use of roortng cement can cause ,111ngles to Mister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar CrestT", Cedar CrestT" IR or Shangle RidgeT" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate olAuthoriration #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 I \ EF' D 6.12 PATRIOT": LOW AND STANDARD SLOPE STEEP SLOPE se FO( R nails fur ewry full shingle localed as sltowil helotv. I Se fok R nail. and lourof asphalt r(Krting CUMCIIt fur creI-\ lull shingle as shoccn Ixlotc phah r(lofing ccmcnt mcoing .1S1` I IY686 1'} 1 c 11 is >Rt;gc-"(ed pl)ly I "( 25 mnt) slxlts of asphalt roofing Sealatt! ccmcnt as shotctt. j " ( AtTI0,N: Ewc,"s ve ase of roofing cenwill can cause shingles to blister. t 5 u j— j --r r13 1 --i 337 ^v ', 3,3 - Rttlinp Gtmtnt 6. 12A Hip & Ridge for PatriotT": Refer to instructions herein for Cedar Crest"", Cedar Crest'm IR, Shadow Ridge TM, NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1S07. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 12 of 12 1 /2/018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear b 3 00r Product Approval 4,' F USER: Public User Prgduct Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/ Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri— eden@tamko.com Authorized Signature Kerri Eden kerri_ eden@tamko.com Technical Representative Kerri Eden Address/ Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_ eden@tamko.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden r Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBPI4QQ 4Q 7 BC val nort TAMKO Underl ymerr i( n-dl=RSA Referenced Standard and Year (of Standard) Standard Y-W ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12328.1 Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 ASTM Slate Surfaced Roll Roofing 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. 12328.2 1 ASTM Tile 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. 12328.3 1 Master Smooth 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. 12328.4 Moisture Guard 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. 12328.5 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 l 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. Roll roofing surfaced with mineral granules Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMK Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports 4 n r m f f Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC E Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Asphalt saturated organic underlayment. Installation Instructions n r fi f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL1232a H AE TBP14001.4 Z017 FBC EyaE Reaort TAMKO Underlay_t %iul Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions F UnderlavmQ final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Undeda Asphalt saturated organic felt Priest 74021 t Third Party: Yes Asphalt saturated organic felt Installation Instructions Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12IZa Rd AE JDR14QQJ4 2Q v f Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nde rlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO@ ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-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, LL-C TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMK08 TW Underlayment shall be 40°F. b) The minimum application temperature of TAMK08 Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOS ASTM Slate Surfaced Roll Roofing shall be 2:12. 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 undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKO® Moisture Guard@ Y N N N N N TAMKO(D No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOV 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 Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. R [, 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-217-02-01 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P` 11YI IR ttiq,,,, ENS Rid . No 74021 STATE OFANw f S•. 0 Rlk,"" fill 11110" O,`. CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 t!tp,//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 TAMKO@ ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@) Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type 11 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 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 1 and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO(& TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard(D 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 Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO@ Moisture Guard(D Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO@ TW Metal and Tile Underlayment Y Y N N N Y TAMKO® TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO 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 Ea!Lty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 011Y11'1111111 G;•E N No 74021 R-0 33 STATE OF .' U/Z 0 Al CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001 A 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 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approval 1[ R USER: Public User Product Approval Menu > Product or ADDlication Search > ADolication list > Application Detail 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 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 3792.1 135 Roof Louver i Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. 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 3792..2 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 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 770D Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 RIO II Lomanco 135-2000 - NOA 16051025.udf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II L A 1 F,01;1 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 FUZ92 R10 C CAC Lomanco 7QQ 5grries - NOA 1,6051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FUZ92 [IQ II Lomanco 700 Series - t4QA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A ( Installation Instructions Other: i F Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: 3 Evaluation Reports F 7 f Created by Independent Third Party: Yes Contact Us :: 'r phone 850-487-1824 The State of Florida is an AA/EEO employer. CoRyrwht 2g07-2013 StaLtQf Elorida.:: Privacy Statement c Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA LotnaRCO, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miatnidade.t!ov/economy 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 rigig to revoke this acceptance, if it is deten-nined 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 perfon-nance 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. APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateaory: Roofing Ventilation Material: Aluminum TRADE NAMES OFPRODUCTS MANUFACTURED ORLABELED By APPLICANT: Test Product Product Dimensions Specification Descrii)tion MwdeK730 12-3/10"x 17-3/4"x4" TA3 |00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.U25" roof ventilation system with u6.5" diameter opening. MwdeK750 6"x20-5/16"x5" T/\8 100(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness O.025" roof ventilation system with u8.3" diameter opening, ModeU750-0 16"z20-5/16"x5" T}\8 100(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u8.3" diameter opening, Model750-DI 23"x27-1/4"x5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness U.025" roof ventilation system with u8.3" diameter opening. ModeA77# 16-5/8" x 22-3/8" x6" TAS |O0(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness O.025" roof ventilation system with a9.75" diameter opening. MANUFACTURING LOCATION Jacksonville, AR EVIDENCE SUBMITTED: Test A2ency Test Identifier Test Name Date Center for Applied Engineering MDC'98&99 TAS|OO(&) 03/16/95 PRlConstruction Materials LUM'013-02-01 TA3 |00(&) 05/21/07 Technologies lRVVA-00/-02-01 T/\S iOO(/\) 07/28/15 NOA Nu:y6-0518.20 COUNTY Expiration Date: 88/16/ 8 Approval Date: 06/ 8/16 Page 2of@ APPROVED APPLICATIONS 7[rmdenmmmu; Model 730,750,750-8,750-0,770Roof Louvers System Type A: Mechanical attachment o[ridge vent system over composition Cutout: Vents xhuU beevenly centered. Center the vent bolo 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 oeutccpoint; scribe ucircle 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 yothe flashing ofthe roof vent will slide under shingles. Apply approved roof cement around the edge u[the hole. [arefti|lyslide base of vent under shingles with arrow pointing up(oon,\uuvorcdslant back facing the peak o[,00|). Make sure the throat ofthe vent iscentered over vent hole. Fasten the base toroof decking with \%" aluminum annular ring shank nails. With the firmtnail |1/ 4"from roof louver end and aminimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nal 1 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seat 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 Nozl6-0510.%8 Expiration Date: 08/16/21 Approval Date: 06/ NKX6 Page 3ufY 1rrmdemmmmo: Model 750Roof Louver System Type B: Mechanical attachment ofridge vent system over non-structural,standing seam, or snap lock, oocta| roof panels with u cuininuuonwidth "[|h". Cutout: Vents shall bmcentered evenly inthe field nfthe 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 nmcenter point; scribe uo8"circle. Starting udthe 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 hc°kerf"cut to receive the upslope portion ofthe vent flange. Position vent such that theupnkone flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of tile flange rest on top of the metal panel. Apply Y2"wide beads of an approved &STMCO20 sealant between the upslope flange and underside o[roofing. Place additional beads nfsealant oothe other three sides ofthe flange between the vent flange and the topstide of the metal panel. Secure the vent kathe deck using (7)corrosion resistant #\0'7x |-|/ 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 : Refer tnapplicable Building Code for required ventilation. 2. Lnmaucu'mModel 73U. 75U, 75O-S`750-B,770Roof Louvers shall comply with all applicable building codes. 3. Lomunco'sModel 730,75O,750-q,750-E,7?0Roof Louvers shall not bminstalled onroof mean heights greater than 33fbcL 4. Lonmonco'sModel 73U`75O`75O-S,75O-E,77ORoof Louvers shall comply with |5|7.6ofthe Florida Building Code 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6|(}20' 3oftile Florida Administrative Code. NOA No.:1h-0510.28 Expiration Date: 08/16/ U Approval Date: 0080N16 Page 4of0 DETAIL DRAWINGS DETAIL A iY' 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI-DADS COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAH, 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 FASTENER NOA No.: 16-0510.28 WMAMMADE COUNTYM Expiration Date: 08/16/21 Rluuuwau Approval Date: 06/30/16 Page 7 of 9 DETAIL C 7 750-S SER[Es LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 750-S SER[Es LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTYMMMPRODUCTCONTROLSECTION t 1805 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.t!ov/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 Caspar J Rodriguez. Ay% -A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Roofing cuh|uhon Aluminum TRADE NAMES KDF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description ModeK730 12'3/16"x17-3/4"x4" T/\S |0U(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickoemo0.025" roof ventilation system with o6.5" diameter opening. Model 750 16"x20'5/16"x5" TA8 100(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u8.3" diameter opening. MmdeU750-S 16"x20'5/16"x5" 7/\S |0O(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with uQ.3" diameter opening. Mmd*X75N+|8 23" x27-l/4" x 5" Tf\5 100(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.O25" roof ventilation system with u8.3" diameter opening. ModeK770 16-5/8"x22-3/8"s6" TAS |OO(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.O25" roof ventilation system with a9.75" diameter opening. MANUFACTURING LOCATION l. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&c99 T/\S)0O(&) 03/16/95 PRlConstruction Materials L()M-013-02'01 TAS|0O(/\) 05/21/07 Tecbon| nDimy tRVV&'001-02-01 T&8 100(/\) 07/28/15 NO/ kNa:X6-#510.%W Expiration Date: 08/16/ 1 Approval Date: 0688/16 Page 2of9 APPROVED APPLICATIONS Trmd*nwmmm; Model 730,75#,750-S,750-E,770Roof Louvers System Type A: Mechanical attachment ofridge vent system over compositionohinules. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum |8"down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position us center point; scribe ucircle that is the same diameter ua 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 orthe hole. Carefully slide base ofvent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat o[the vent iocentered over vent hole. Fasten the base hnroof decking with |%" aluminum annular ring shank nails. With the first nail |'/4"from roof louver end and ominimum of6"o.c. at the front and backside oflouver vent parallel tothe ridge. And with the first uui| \1/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement, Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA Nozl6- 05l0.20 Expiration Date: 08/16/ 1 Approval Date: 06/30/10 Page 3of9 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 scams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 N MIAMI-DADE COU Expiration Date: 08/16/21iW Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4 I f 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 750 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 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SER[Es LOUVERED RoOF VENT* NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VEN'r END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lornanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.iiiiamidade.gov/econoffiv 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 ten-ninate 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. APPROVED M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT, APPROVAL C@teeory: Roofing 9onh|u1inn Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED ORLABELED By APPLICANT Test Product Product Dimensions Specification Description Model 730 12-3/16"x 17-3/4"x4" T&S 100(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with uh.5" diameter opening. Model 780 16" x 20-5/16" x5" TAS |0O(A) Embossed aluminum static |nuvunmd Louvered Roof Vent Min. thickness 0.O25" roof ventilation system with u8.3" diameter opening. ModeU75N-8 16"u20-5/16"x5" T/\S 100(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u8.3" diameter opening. Model 750-8C 23" x27'|/4" x 5" ?`&8 |00(&) Embossed aluminum static louvered Louvered Roof Vent Min. ibickncms0.O25^ roof ventilation system with u8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x6" T}\S |00(/\) Grnbuamcd aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u9.75" diameter opening. MANUFACTURING LOCATION Jacksonville, AR EVIDENCE S0BMUT'FED: Test Agency Test Identifier Test Name Date Center for Applied Engineering M[KC-988L99 TAS|00(&) 03/16/95 PRlCunstu/chou Mutchuix M-013-02-0) TAS 1,00(/\) 05/21/07 Technologies ftRW&-001-02~01 T/\3|OO(/\) 07/28/15 NOA Nu:l6-8510.20 Expiration Date: 08/16/ 1 Approval Date: 0680/16 Page 2oK9 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 11/4" from roof louver end and a minimum of 6" oc. 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 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL, A J I 6- f 700 SERIES LOUVERED ROOF VENT w NOA No.: 16-0510,28 WMIAMMADECOUHTr Expiration Date: 08/16/21IIIIIIIIIIIJJMO p Approval Date: 06/30/16 Page 5 of 9 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 FASTENER mNOA No.: 16-0510.28 WMIAMI- DADE COUNTYm Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C F9 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 4 LITAVATM 11 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMI-DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.corri Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.corn Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year AC1318 2014 TMS 402 2016 Method I Option A Date Submitted 10/18/2017 Date Validated Date Pending FBC Approval Date Approved of Products 11/14/2017 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels w Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLiS8 R10 C CAQ NQA I7-082 .11 8, AF Approved for use outside HVHZ: Yes FL15$$ R10 _C__C_AC NQA 17-Q$21, lapdf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 RIQ 11 NOA 1?-08 Lj3.pdf FL158 R10 II NQ 17-0821.19 i P Verified By: Miami -Dade BCCCI - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us.:: 2601 Blair SLQne hoad. Tallahassee R. 32399 §jQg87-1624 The State of Florida is an AA/FEO employer. Cap„yriq Q,6 Q1.3 Mate F on a.:: Privacy Stgtgmenk :: Accessibility Statement:: ¢r[ygl,1 scatemeBj Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for 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 he made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FM E m Credit Gard Safe i IAM I-:DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33 t75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA ,vwtv,miamiaade.sov/econamy 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 arcas 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 aLABELING: Each lintel shalt bear 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 alter 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 ffelmy A. Makar, P.E,, M.S. CMIAMI-DANDE COUNTY NOA No. 17-0821.18 s ! Expiration Date: 09I11/2018 Approval Date: 09/28/2017 09 / 2 8/-L s17 Page I Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing JVo. 14'D4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P,E., dated March 24, 2003 and Drawing No. LT4612, titled Cost -Crete 4 ", 611 & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by ChristopherA, Ramon, P.A. C. CALCULATIONS 1. Calculations far Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System 'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. z Cast -Crete Quality System .Manual far Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 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 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. K, dated Alfarch 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. qei' my A./Ma kar,PE., M.S. oe Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and DratiW , ng JV0. LT4612, titled "Cast -Crete 4 ") 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPertnitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. Alone. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE I. By Afianii-Dade County Department of Regulatory and Economic Resources (KER). E. MATERIAL CERTIFICATIONS 1. None. E-2 elzny Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date. 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 14-003.03 A. DRAWINGS 1. Draviling No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and seated 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, RE., 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.F., certifying compliance with the Plorida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RA"R), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete UM, Inc., dated 08108117, signed & sealed by Craig .Parrino, P. E. tfcniy M.S. Product Control Section Supervisor NOA No. 17-0821.1,8 Expiration Date- 09/11/2018 Approval Date: 09/28/2017 E-3 I NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 7 tY PREEA II-LihUt 2- FAMAr •/ a" ROMROMSDOOR U-LWJ _ n¢_p > t JT°e <' SOM warn 7 '' 0 SIMRlLS y 7 31' n 4" SOLID LINTEL DATA TABLE 2) A Ait S-s 1 A[•AM r • BAR i-0 s- Aom e-3 t0 1 -5 R" PP;74r.A4;T 11-1_INTEL DATA TABLE tI: 3 Cip f7EEi.'.tI F3iSi®L tt: 3i 1l7;.!'.' i7..2p y19 iG1iMWL o cx ns s rrn r sas 2CSi[ 7C•FiEET[t•I1,.3RfC7 2t311. p" ttmrts rnIL CYZ9>t tS 7F°4O EEw-• fiini yr t IOtifBCSi NE= l is 19" PRFCAST U—LINTEL DATA TABLE ii rr 3rf>f 7stf}p,F7fE'i elEiCL3iI i3CiTil[ 3 It3:>•TZi£E.fi i i!G JF7Q"ii'J ram rars r::ir:t rraas r;nm r, iCi 1J1[Ei E£ fklT3 li[3L7 i OUR Filf:.LIA 0, if3M Q E:iHFEi:.BbSCSifrtiT.>.I fiiGSlLaiT6lu.9QiCli A..aa.Tt2,°iFiGif:7Q3t Ha¢3lflGiO ii IGSfSiIYL F3%3ZlIFf i ff1C7i€1c:31d OWN3 Y hF"1Fsi1NY Yt`ZiTi7 "f•=•5 mmr& QE" ruflratttr lSCJrtlCrl3fl. l KX2" crlL.! VLi I Fi6Z' i[31Zi[7Ge3 CICI FIeE3arlaF[ r,avrrti tf1L.t •iQ•iFTFYi%,7(dQ4r'r/Ar[ if : Tr r?T1 3=#'fiiZKT.9F1FiY7S7LY55i[11Siitlr TYPE " B" TYPE " A"_STIRF Y fsW.EPA, » SDM"C0."nAOD- VAAv , AS SJ•JOY> >/)+'/ 4N a1uW.D n ' tEE xi Tf05 tROJ6ETART wfORNATMN H Y1mM f02 M W" A^MOVAL 3 K I y710TFtIED 8T COPMMr '" AM CANNOT K MUSMUD ON VWRWM0 1 Tflnom NE PAM WAMEN wNsuff sAs7-uwc tw. !NC. I . L IEUVOSCPiO SiA[4 7/31 P: t AfW W.; N. If, AM R •f WS. stwin S7MAm s N 12 M "Z'- + — ft MSOS 0 "?A MIS •. iSOlO TK vm MKS K 12NATOP3 T`U b AK mm. sWTM L OMMETE STSE"mu {, - SODS r31 fM N 3 b" A" t2 70N FM GCM t W Of IR OuIOMO XC OAOq !M UANM2 - MO. Of IKOAST 104E1s: V. - DODO FA fM 4 WW1 tl1RES '• . #, TNW wx xw.*CON CAK fAMWAlm N0b0. SNOWS 1 b ,— MR U" K Nf •AST ONE ma t0 K FLVSN VM om 2 STNSWS rmy " ENO. M S Nib 12 •NW AtMw wIa -Wll ftWS fwW yys' j{j Yl PRODUCTP VV5W yv f ", + • ' • + oAdkt Sym wiiS thq Fia; y y . CEN • •0% BNSTday Cwk A 7,n taal 0$2/.)g PaOnuc,sLvlssl+a P qD" aD ;J3iD Ds wnsyiYli+C wilt lta giatiJ# tO. Q '- 1B pTawq CoaD Ulfo3. a' j ld— CRAIG PARRINDixlcD6V4CR579PRECAST AND PRESTRESSED LINTEL DETAILS 1AL mm, tB5134-I4 I PAW in im APAO SGEG AS SNDhN WE, 3/ 24WE= an c" PAUV. P.f. DAdYSKA fOSSi2 S96T: 7 Of i GENERAL NOTES N r & 12 rw >< ww 0 , n 1w pf so Asw CM tre U - S 2) Aj s* W W. bod onkmuw 4 ion rm.W1dO at bl1w,f=W 1. L- 91. 6 'Aw 3) P(.Ms 1.1 mortar bed .0 4) T. mow in p4W00=4&-t- lh- Pe MoXt'p Jac qwtb 40 W 0 dlW lr- 4' UPW 12F24-28 W- vk low - 4428M 1. 4% mdocOm -0 t+28 Call - t228 Of 7 All=1Zsxeud., YS-1 1W M4- 111., muts ommd LIM def*CVtt un ks WAd S,w o4 11 n"" =. Fula "'UShan Sw Wo6) S. md WO. " mvi,.& 7) 4* aaW F-t-% to ba ilUW -/ 4' lf-04- bwb-'A-1 -,W 8' dkmAw wlg-- L 8) ., =M= 4m/ 4.19— - y c Jdt —L*.tM boft k— Um ad. hod tdl.. by d.A.069 Vmdm'a rWt;;ts mw+ l Dail s8w fm uw 12) r k lz- LuA4 .,* wt*dwd a Ab 5-1/2' " kb. & 5. ends to ocgttmdafe vaiiW uss % WMN WW qrVA44, 13) Tke sxlubf " I= d 6ni.4 $Wo%d . utmv tomato hcft a e.. pW b —.,d.- Ah ASM C-M —5-9, 14) Wb k. 6.4 1.06 .Ad =",. y l!", Apow mw *4 + Aw"a tu"wSao -*a bod s4fo W—W bad f. —p",to fnjej bdoh rA shom w ad. hod km PW 1w bW Abm. 16) For W WqW not k bad boat ud kag.9 KnIh 4bm 17) Sa4 bads .. eup. Uf..d Wl..df.).dL 18) Sala hods bmd on mV0W 6-0 -*-6 IfFtf Aa 530 wtd AU 31& W fg) ma" lod v by p—&q -M&W m" ftoqr=: xr(U cbm RCA NDW " atabor. SEE SAFEWERk LOAD TASM FOR LW RAW FOR EACH ADNMNAL RENFORCED CUU (RCSU) FULL COME 1/ 2' CT-R TYP (1) REW FOR 5' LNUS 2) REM FOR 12' UNTOLS GR40 f GR613 SAFE LOADS FOR 4" SOLID LINTELS LGRAVITY TYPE; LENGTH 4S8 S-6- ( 42" PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 6" (54') PRECAST 789 5'- IC(70' PRECAST 4160 6'- 6- (7n PRECAST 360 7'- 6* (9n PRECAST 260 9'- e (112') PRECAST 156 1V- 6-(12n PRECAST 116 61. 18 US 61712 6F16 134c)& n Cp,Ao A. 121. 18 UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-C ( 4r, PRECAST 687 371 4'-O' (451 PRECAST 597 320 4'-6- (W) PRECAST, 529 258 5'-10'(7n PRECAST 407 148 6'-5' (7Er) PRECAST 366 ilB 17'-6- (90') PRECAST 280 87 9-4* (1121 PRECAST 187 55 10'4'(126') PRECAST 152 121` 8 121`12 12F16 JYPf7 DMIGNATJON - :: , .1, I r.uro+ ta mar A p 12FI6-23/2T Rom VWWj L 7 mlc nand"iRiit 4 91TIAM, IM If VAMS unu V om A. ZI.-i. I 458 21 IMS 12F24 12F20 IPRODUCT REVISW Kom w ww L 71)) m 940ps With fb FlwlwaSTT5r ACTLAa1 # ZCKGRARNNO MD 12* tOkNAVEDH W409579 6F32 6F28 6F24 6F20SE"EkFL 3M FL fl.F- LIC. NO, 44756 Nni Ryl REVISION 8 -DAE 1 r-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABUSNll, llK- lu& 10" i 1, g , W CHANCE ow*14 am v, o" AA MD SM& IL 312A/tS CREC- 00 ft, ZP s- PAWN0, Pf - M. NO. 447561 A". M L14612 SHW 1 OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LATERAL LOADS FOR 6" PRECAST U-LiNTlELB 4 /1 1 Vey SAFE LOAD -POUNDS PER LINEAR FOOT 4 MM41"m SAFE L AD LENGTH TYPE PJ6 dF8-186Ft2-18j6F16-185F20-t24-186F28-t86F32-t8 jEjIGTH APE! 6U8 6F8 RCMU 3'-6- (42) PRECAST 2332 2676 1 3892 5G50 6148 7227 8297 9357 3'-6' (42) PRECAST 1 587 1055 1 596 4'-G' (48) 'RECAST 2025 12313 1 3892 5050 5148 7227 8297 9357 4'-0' (48) PRECAST 487 787 445 4'-6- (54) PRECAST 1654 1887 3633 5050 6148 7227 S297 9357 4'-6' (54) PRECAST 416 609 344 5'-10%701 PRECAST 1067 1 1260 2198 3557 5734 7227 8297ty 8225 5'-10'(70) PRECAST 300 350 198 6'-6' (78) PRECAST 949 1078 1831 2850 4328 6737 8297 9357 6'-6- (78) PRECAST 253 496 157 7'-6- (90) PRECAST 779 833 1459 12188 3151 4524 6654 9357 7'-e (90) PRECAST 222 367 116 9'-4- (112) PRECAST 584 660 1058 1523 2084 2795 3731 5017 9'-4- (112) PRECAST 173 352 74 10'-6'(126) PRECAST 503 566 895 1270 1706 2236 2895 3747 10'-5'(128) PRECAST 151 276 58 11'-4-(136') PRECAST 457 513 805 1133 1507 1962 2492 3163 11'-4-(1361 PRECAST 139 311 49 12'-O'(144'} PRECAST 11 425 477 744 ) 1042 1377 1769 2238 28G8 12'-0'(144) 1W_4ST 131 277 44 13'-4'(1501 PRECAST 373 417 646 1895 1170 1485 1852 2285 3'-4-(150`) PRECAST 117 223 35 14'-0' 0 W), PRECAST 351 392 50 835 1087 1373 1703 2087 14'-C' (l68') PRECAST 1 i 1 202 32 7'_4° {2i) PRECAST R.R 299 455 620 79+ 985 1198 1437 17'-4' {20$) PRESTRESSED N.R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCT;ONS FOR • SEE GFMAAL NOTE 18 GRADE 40 FIELD ADDED REW... SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4 MM411w t SAFE LOAD - POUNDS PER LINEAR FOOT TYPELENGTH 6f8-iT 12-t16F16-17 OF20-IT U24-116F28-ti fiF32-tT 3'-6' (42) PRECAST 1412 2474 2715 3355 3997 46M 279 4'-0' (48) PRECAST 1225 18D0 ' 2357 2913 3470 4027 4583 4'-6" (54) PRECAST 1 1083 1592 2084 2577 3089 3562 4055 PRECAST 831 i222 16M 1979 2357 2735 31,14 6'-6" (78') PRECAST 723 1097 1437 1777 2117 2457 2797 T-6' (90) PRECAST 648 863 1249fi 1544 1840 2135 2431 9'-4- (112) PRECAST 575 571 980 1252 w i492 1732 1972 10'-6-(126-) PRECAST 514 462to 787 1121 13361 1551, 1756 11'-4-(136) PRECAST 474 404fuf S85 i 985 m 1213 1442J 1645 12'-0' (144') PRECAST 454 367Si4 619 888 , 3093 1299 1505 13'-4-(160) PRECAST 402 3081 1516 735 906 1076,41 1247 14'-T (168) PRECAST 358 285t4 475 877 832 i 989 1145 17'-4(208) PRECAST 253 1j 208 1 338 j 476 585 693 803 THE NUMBERS 64 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL NOTE NO. 4 PA,,,, . E N s 44 PR03UCf REVi$ED r^ oyios wiih 4he Fiovid:, PuiidiN Cote Attapdvxo No 0 p t afe Fr-6cL 13qh&ani D oCuu CanCW PRODUOf 21SY1SSD tltldwp 4040 11A 14 M lfdo Ifio o 'j t;3.o; CRANGPAARINO s • . , R. C>;' M CR 579 SEE GENERAL NOTES -SHEET 1 OF 3 ,*JaVAi 1 MER, FL 39684 PL. PE.LM ND.447S6 DATE 1 Oil " 4 28 MEMPER OF —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 ff J -• . K °}pV waeai . -Ae, ., ixA NA1iE: eR3We-f4 BRAWN 8f: 7CBAH mmv sima am DAIEt 3/24JA1 C8UKE8 81: CPAIC PAA8f80, Pd. -BCC. IN, 44706 OAItY:NO. LT44ft 51ET R Oi 3 SAFE GRAVITY LOADS FOR '12" PRECAST U-LINTELS 4AAii*4 -o" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12JS WO-29 12P12-29 12E18 12F20-28 12F24-28 12F28-28 12F32-29 Y-8' (42") PRECAST 3428 5000 5838 7619 9352 11060 112755 14438 1 4'-0" (481 PRECAST 2923 , 4232 5838 7619 9352 11060 112755 E14438 4'-6" (541 PRECAST 2396 304 5304 , 7619 9352 11M 12755 14438 5'-10"(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443, 6'-6' (781 PRECAST 1383 1986 2579 4196 6421 1CO32 12755 144 7'-6' (90") PRECAST 1138 1623 2131 3218 4676 6756 9763 1352 9'-4' (112') PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6'(126) PRECAST 614 1043 1295 1853 2516 3323 4334 553205 11'-4'(136' PRECAST 518 945 1162 1649 2216 2693 371.9 4746 12'-0"(1441 PRECAST 456 876 1073 1513 2020 1 2517 MM 42C6 13'-4"(1601 PRECAST 359 { 767 p, 926 1294 1709 1 2188 2743 3409 PRECAST 321 720 855 1204 1584 2017 2451 06to 17'-4'(208") PRECAST tCR. 451 fy,i 631 1 88191 1 11411 1428p, 1750 2102 19'-4'(2321 PRECAST RR. 343 477 700 925 a 1152 1380 1609, TR THE tRXSM R1 PARN-iXTZ A11E KRCEHI REDt -36 FOR CRADE 40 FRO AM RCBR't. SEE f£NFRAL NDIZ W 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1281W lt2RFb2912RF10 121D14- t28F18- Lair iZAT28 12RF30 4'-4' (52) PRECAST 2538 2942 5488 7584 9640 11689 13679 15M 4'-6" (54') PRECAST 2319 2740 5466 7584 9640 11Sb9 13M 15672 15'-8" (68") PRECAST 1347 1841 3555 6395 9640 1 iM 13679 1567 5-10"(701 PRECAST 1259 1-M 3361 5954 9358 11M 13679 158 6'-8' (801 PRECAST 924 1430 2633 4415 6884 1 OY4,j 12571 1484Q 7'-6' (90j PRECAST 703 1203 1 2157 3494 5259 7422 9623 113 9'-8" (116') PRECAST 389 $43 1451 2157 3203 4427 54171 63801 P THE Na ERS W PAK0iZS5 ARE PU= f RWWTW YCH CRAVE 49 FAp AOA''O R•BAR. SEE GfPi mm Na. 4 SAFE LATERAL LOADS FnR 12" PRFC:AST U.LIrTTELR 1 4 SAFE LOAD 1_ PLF LENGTH 12UB 12F8 RCMU 3'-V (421 PRECAST 1295 i 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6" (541 PRECAST 1049 3922 2417 5-10'(70' PRECAST 681 2547 155 6'-6' Vn PRECAST 579 2167 123 7'-8' (9n PRECAST 474 1771 914. 9'-4" (1 In PRECAST 355 1326 58 10'-6' (126') PRECAST 306 1143 454R4 11'-4"(136") PRECAST 278 1041 38 12'-O'(144") PRECAsf 260 971 34 i3'-4"(1601 PRECAST 229 657 278 14'-0"(163"j PRECAST 216 809 251 17'-4' (20n PRESTRESSED N.R. 53.3 16 19'-4"(23n PRESTRESSED N.R. 1 534 130, O." ArT+"DjVL PNIC 10 SAFE LATERAL LOADS FOR 49" DOWIA".a o" nFr±Fce nnn» 11,1 IMT01 A o/ SAFE LOAD m i PiF LENGTH TYPE12RUdI2RF6 RCMU. 4'- 4" (52') PRECAST 1295 3692 25fkl 4'- 6"_ (54 PRECAST 1213 3458 2417 5'- 8' (68") PRECAST 784 2236 j 16 15'- 1C'(707 PRECAST 747 2129 155 6'- 8" (80" PRECAST 602 1716 ll7qm 7'- 6" (90 j PRECAST 504 14381 914p4' 9'- 8' (1161 PRECAST 355 10114 4 41 DUC1' RFVISF,p i) cYr4gyMBYd sh7"r;la11 onW1 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12T8-2t 12F12-2112F16-2T 12F20-21 12F24-IT 12F28-2T'12F32-2T Y- 6' (42-) PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0" (46') PRECAST 2389 3721 4672 6023 7174 8325 9477 4'- 6" (547 PRECAST 2113 1 3291 4310 1 5328 6347 7365 8354 5'- 10" (70") PRECAST 1623 1 2527 3310 4092 4875 5658 6441 7n PRECAST 1444 2269 2972j 3675 1 4378 j 5061 5784 7'- 5' (90-) PRECAST 1257 1767 3194 f 38D6 4417 5028 ' 9'- 4" (112") PRECAST 1028 1171_ 2006 2590 30873553 4079 10'4"( 126') PRECAST 920 p,F 947 1112 2281p, 2764 3209 3653 11'-4"( 1361 PRECAST 55 p 829 140403 1982 2441 2902 3364 12'-0"( 144') PRECAST 814 p 753 1269 1788 2201 2616 3032 13'-4"( 1601 PRECAST 678 633p,, 1057, 1485 1826 21690 2513 14'-0-( 158") PRECAST 622 p S86 974 1355,1 1679 1993 2309 17'-4'( 208 PRECAST 434 427 695 9to 64 1182 1402 1b23 19'-4"( 232 PRECAST 368 3701 593 817 7002 1187p 13721, n TA hamm IN PARG91NE56 ARE PERT m RFD4VL-46 FO$ QVX 40 Mb ADDED FOA SEE GWAA 1m1E NA 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS MT44ME'11 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE INS-2112AF24 12tQN-2 t2Rf18-2 12 12- t2fF2d-21 128f- 4'-4' ( 5n PRECAST 1526 2685 3746 4806 5857 { 6928 1 7989 4'-6- ( 54") PRECAST 1558 2562 3602 4623 5643 6664 7664 V-8' ( 581 PRECAST 1210 2042 2850 3658 4456 5273 6081 T-10"( 701 PRECAST 1173 19841,3 2769 3553 4338 5123 i 5908 6'-8" ( 80 PRECAST 1020 1538 2426 3114 3802 4489 5177 7'-5" ( 901 PRECAST 904 1226 2113 2776 3390 4003 4617 19r8' (1161 PRECAST 703. 771 1472 2181 2663 3145 3528p1 4 "" • • • .. 'c AS L1 P+REHF11ESM ARE PERCENT REII:ICDW FOR CA • • E N ' 4D FZV ADDED RERAR. SEE WaM WTE NO, 4 447 MOMCT REVISCO so ylgdo Shc Plaf:ia u iA awygti—xo 0 0 03s Al- FFtK,% 33364 r1 eAiljlt,t fiL. i.E.w5f0.41fii56 µE 4 CAST— CRETE 4", 6" & 12" LIN7EL SAFE LOAD TABLES 1 3 4 iY'.E R7k£ DOW-11 MON RT: MM A110Anip SCAEh R.T.Y. ix .,{ fn , DATE: 3 lVW CHECKED $Tt CRivD PARRiRO, P,f. -AEA N0. 41756 4RA99VD: RA UIHYI SK[Ci 3 DF 3 MIAMI-D:ADE) NIIANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) It 905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISIONVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ivww.mianddade.gov/economy Cast -Crete ]USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RFR reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the, applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19,2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or promss. 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, F-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 GIAM;COUNTY IN Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE S (JBMIYFED UNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 0610 7196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 94 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report onflevitral testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29 702B, dated 0 713 019 7, 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 far Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by So uthdown Brookville Cement Laboratory. 2. Alfill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certyled Inspection Report #20-8345 dated I I113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-MJ9614 dated 02129196for 115 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 6633 2 dated 01128196for IN rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-Ml 9805 dated 03106196for #4 rebar by Birmingham Steel Corp, 9. Mill Certified Inspection Report 984-M21208 dated 04121196for 94 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report 98441,20652 dated 04103196for 45 rebar by Birmingham Steel Corp, 4L1, eeWlmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date, 05/2112022 Approval Date: 09/28/2017 Cast -Crete USA, Inc. Nana OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certifled Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Alfanualfor Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual far Pre -stressed Products dated 03120195. 2. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL H01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM F,529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS: 1. Calculations far Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets LI 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. iXelmy 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 F, - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT`ED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 906-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated dune 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMrr1'ED UNDER PREVIOUS APPROVAL 14 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. OTIIER 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. cimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date. 05/21,/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel.Fabricatlon Details`, sheets I through 3 of3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and seated by Craig Parrino, F.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. MATERIIAL. 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.F., elated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 20I4. 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. QQUALITV ASSURANCE 1, 1By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, ,Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maitar, F 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 916-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. 1). QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterftom Cast -Crete USX, 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. Vercation Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTM E-529-94, prepared by M., Report No. 16-0425,08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alliami-Dade County Department ofRegulatoryand Economic Resources (RER), E. MATERIAL CERTIFICATION 1. None. 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 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Deportment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1, None, F. OTHER 1. Letter from Cast -Crete U8,4, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 a TYPE °A" STiRRUP3 t 7S/32"" BAR "1 TIRRUPS 1 , — 8" SIRRUP 0£TAILS zaw Hsz R" PRESTRESSED U- DATA jAaLE i1Mf[L VO ULE M'Ft 7 SpAGENO rwo, i IA--E 0 Si 5{2 4 8 3-4 CA141 i 6e7 HAR RBA8732Oj- A 32 eAR i00,200 H" all to-07/II2 AAA 241-10 10ie7/32 BAR23'-10' 10 O R" PRFCAST w 1 2" RECESS DOOR U--LINTEL DATA TA@L£ Ta a t;.iaFiid tttrf: ras' 1• I T-9jSip f:14s"iYl S R°"`+LY i aa' 1C•IiC7iLSG3t[2F2t1iFL>tI' iI'fyl1, iCiS`i[SQ3li„d' tom f]t:91f 3C+liE]C1i[L.2! ir+eP!!Y*iSlM'' I}hYi!'1'CF T L•L71 0 G p ii1C•ti[I OF LI "l': pErtAi 70i Li IWm' w tx+o+ PBFS'c7 ttxte+ xt uaBn+c C F B11' T10Lums1 o IN p+w tow ni'K aARw# nn Y• surxi mky R SMi 7. JS ` -_-- It 2o2t Tt T T T PitESTRE21fit ILWEL REM FORIMIG CAMDZ EAVICArN MMd A" PRECAST U—LINTEL DATA TABLE ii'l f RiFi71.Yf>titil St:.117©a"T 7s 1 iLYT_•fiL•'4f$iiiiiilfi':TZ.iLvif R/li T u7r A T:atii i1.'i;•'.LS:7±f/Afi.?ci4iDM(`jF irz r r ssv sv Effiicrrr=nicta c. rat n:i>•iit str ti r r iFYSSit iir3 g yfb>f14LL1fdCT um Tao PpM;TAR7 PBOAKAiiaH K 7'ROAOFa l PR390Cf APPAOYA4 R S PAME= by CWTAICHT LAWS AM IZWOt 3Z RiPA0a = OR B26TR40MAD wpm THE PRIOR T1R1 " COB w OF 4y-CREPE YSA, W_ A .TA I 7>A4: p" PR-SlRE':SE[3 u-ttltrE! i. AEWFORa010 3T451i 7/42 MR ASIM Abt01 A Ob S. Y0711 THE 10TAt Y4 KA ' SORRGPf Am Is RE"It Owl SO AMR INCH Ammo D CURIO SiAAHAO Pil" EAOH WmaEA 2mu uw-Afl AM*x PAEmno4O C" OF INC 90111FOU 0 CAX. TO rounc SR7AH0 AFY MIL 010, Of T'QAtOT3 - 4, TW 7HE F-WOMW CAN 1w#i• SNOOS 2 UM" 1 a011CJKTE 4iR[lmBit+ T'e . w00 P9 MR e FAN{ rAa" mPAia(PTBSRO offa l 11. a .UN P31 Tel AM PifCAsi a 3AO4l.A L'J 1011Hat Of Nl7Pwrmu tv"s PalMil 1ROUi- ran"Tp6% = OSO # 1 mm OF "Itcal re RAY K USED 37 = CT PUT14c O ugm AaRiA om CAOE t. vmov RO S7,A(i}Qf_RI "met - 10 usm urmw w ANH"r to= PADDUCT itsvlsllo Po i"C04. Bro Pi9iid01 CPWG PARR4'40 Ao mncat.ml o o3,a2. tiat U4Si a Zn76 Ile,....... RtV+SERMER FL 335II4, FL RE.UC.N0.447U CAST-CRETE 8" LINTEL FABRICATION DETAILS nea1Rl..if alm Im = PARm a - ltt. in 40-4 1 sa418 Y01 10$01 CALK r_OAvtTV t nens I=nR A^' PRECAST 8 PRESTRESSED U4JNTELS 4--44 w SAFE LOAD - POUNDS PER LINEAR FOOT t TYPE LENGTH ew us -DaAsaa BF12-aa ar12-11) aFd6-t>$ aF14-18 afxQ-9a W-w xS-4ffi 924-ill aPTa-UB mxe-xk 32-aB NX-11 421 PRECAST 2231 3059 3719 1 6143 k607 am 9902 MI 3M 450'J 6.113 7547 974 I0394 IIIIS 4'-D" (48 PRECAST 1988 25at i I 3620 4W t ism 7a.4 SW7 2693 405 P13 7$47 5974 M4 11809 4'-6` (54") ?RECAST 1r t 169 2150 201 3753 Am 54M 4224 219 i 4375 7547 SW 10's4 It" 4" 64 PRECAST 5217 an f439 mg 2560 JIn 36a6 4249 1653 30a0 535S 7547 7342 a733 n127 hf3' D") R£CAS! A P 7G6 2 t 1105 j 1173 1631 2MO 2549 3099 3470 1451 2 4W 711myt W36a 7181 B= 6'-5" (781 PRECAST 908 ttJ8 2177 J03) 3707 4363 5941 12Ja 2177 34I 5361 5390 1039 IZ r-6" $oq PRECAST1 7 1011 172E 2932 i205 2899 3t91 3ea5 nil 1729 2051 3898 3581 5457 54Y[ 9'-4' {112 PRECAST 554 e9s tta0 625 2534 34aa 2418 3J9z 7R 1245 IW 2564 34a6 4 9390 1D'-6'(126' PREP 47S 535 890 1247 2093 2777 2w 2636 94 OR 1-33 2093 2731 ON11'-4"t13b PRECAST 362 3a 945 1J65 Rill 2423 3W 4006 55 945 We 1846 2423 3127 403 PRECAST 337 541 573 1254 taa4 2i93 ao5 3iK 540 573 1254 16a4 219J zags 357t 1601 P,REWT 296 471 M I07.5 5425 1a35 2316 M 471 7$5 1075 147D ism 2316 zest t . 4 '-O" (I6n PRECAST 279 424 735 lam I= 1 7 2127 200 442 705 1002 I m 1997 2127 265p 14'- 8' 17 PRESTRESSED RP Rs HO to Aa 459 793 1370 1s9z 2245 2517 2712 PRESTRESSED R.R• a0. iLt Na MR tea HR 744 4fz 7t0 1250 t7J7 2055 2320 25u 17'- 4' (2081 PR:EDff t Ax TAR fS xR R0 548950321329ta09621,- e(2561 4 7> 103) 128t 1515 17 PR NR fe tR0 340Vi8a4511141J59146822•- O' (2641 PRESTRESSED Na 4uS ate24'- 0'(288) PREMSTRMSED N.R, 25 929 230 430 6i4 t1B4 tm2 1222 SAFE UPLIFT LOADS FOR s" PRECAST & PRESTRESSED U-UNTELS t1lil t1a na' I SAFE LOAD - POUNDS PER LINEAR FOOT 3'- 6" (421 PRECAST 4'- O" (481 PRECAST 4'- 6° (541 PRECAST 5'- 4" (B4') PRECAST 5'-' ( 70 } PREP 6'- 6" (73' PRECAST T- 6' (901 PRECAST. 9'- 4' (1121 PRECAST 10'-• 6"(1,2151 PRECAST 17'- 4"pe) PRECAST 12'- 0" (1441 PRECAST t3'- 4"(1601 PRECAST 1681 PRECAST 141- 8"(1761 PRESTRESSED 15'- 4'(184 jPRESTRESSED T7'- 4'(2081 PRESTRESSED PRESTRESSED 21'- 4" {256) PRESTRESSED 22'- D' {2641 PRESTRESSED 24' C (288") PRESTRESSED U) ' at NUMBERS IN PARENTHESIS ARE PERCEM REXICTM FOA GRADE 40 ' SEE GENERAL 14,77E ?14. 18 ON SHF 3 OF 3• C) no ADDED RE9AP SEE C£NERO. NOTE NO. 4 ON SHEET 3 OF 3. DA s' RoD43Cf keww'-1: RIINSWED +' CJ; ' 0 E N ' Ft4oDUCTREVISEDea wn.plY'n%riih the ...n4y y4aihbFkmid2 "-lyingihFkdd Floid? Wdiao a Bwld,,AQ. k AcceP N0;( 02.27•/S Aeap4•am Ab i 10 Acceptm,:c lVo j tY-"-f-j'o DAo tioq l3atc z 'DJ ,*T •lC TE OF 1 uy S7 i SEE GENERAL NOTES -SHEET 3 OF 3t ;RtPd;ful sAFE LATERAL LOADS FOR t„' PRSGAST A PRESTREME) U•LS TW SAFE LOAD PLF LENGTH ' TYPE SUB 8F8 , fzgi 3'-8" (4n PRECAST 1025 1024 1598 4n MAST 765 763 1309 4--C 4' 6" .(I S4" j PRECAST582 591 # 7073 5-4" (541 PRECAST 411 413E 745 5'-1O"(70") PRECAST 340 339 615 6'-6" (781 PRECAST 507 721 490 7-8" (XI PRECAST 424 534 X3 9'-4" (1121 PRECAST 326, 512 230 1a-6"(126'}PREWT 2a4 401 1so , 03e) PRECAST 260 452 754 12'-0' (1441 PRECAST 244 402 137 13'-4" (1601 PRECAST j Z t 7 324 110 14'-G'(I68°) PRECAST 205 293 100 14'-8"(t76' PRESTRESSy: O N.R. 284 91 PRMREW N.R. 259 83 17'-e (208') PRESTREW N,R, 194 64 19'-4(232' ?RESTR O N.R, 348 52 21'-4'(256" PRESTRESSED N.R. 12.5 42 2641 PRESTRESSED N.R. 116 40 1 24'-D" (21 ) PRESTRESSEC N.R. 91 33 FZ ARE PERCENT REDUC IRC FOR GMOE 40 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. CRAIGPARRiNO 632E0R PAODDCYRA17b' 1{ 4iARDWL — O . 01 4 FL 3 aEFE•T41: R, 360E1elmy tF• k H14' 4tHtT •I, Y4 B`;A [ t•. 1 fltl iQyiiiaatJi[5eS4i[ iN L4TY4T - .,,.- r `' ae bUyk,:t:t 4>ttf.96T: S Lst ILi. s E F br d `I 4rara. t a a. Gt`•tei sY Y[d ' .:. • " r . t .'< I I e A= nDAWMV 3 nAr)Q Fna A" PRFr_AST of 2" RECESS DOOR U-LINITELS l 4468t9 SAFE LOAD - POUNDS PER LINEARFOOT TYPE LE.NGTH 6Rl7b eRra-ts t all o'la-oa ms£saae a- 9AFb-18 PFFIo-18 &t N-t eF619-1 L Fzz-t SR72hta g1£3a- 4'-4- (52-) PRECAST, 1749 3355 3250 430 5421 64Ai li 67 1591 3699 15296 an 6080 0475 1%93 d'-6- PRECAST5+4) 1494 1595 2063 2992 0 4946 5924 6904 t75 3899 5M 663$ 6960 79 10893 5-8- (88 J (CAST 86' i770 1756 2277 2879 3402 39£6 f357 248E 4667 8389 60 M7jy, WWI S'-10-(7D PRECAST 810 103 190 2124 2649 3174 3700 i 1113 2342 4142 M"A 80 74W4W, 8706 SD') PRECAST 797 901 1825 3120 504i8 7747 9448 73Q 901 18Z5 3120 5W8 7915 9479 108 7-6 (901 PRECASTS 755 1490 2459 3776 3743 7239 b623 755 4490 2459 3775 5743 maw iown 9' fl" (11 S°) PRECAST 411 4 099 15% 2253 3129 4091 3146 526 999 1588 2253 3229 41 689t THE Nt144RERS W PARENTdES6 ARE PEKU RMCTM FOR ORADE 40 FED ADDED RESAR. SEE rCENERi NOTE NO 4 r,£idp nt r1D S SAFE LATERAL LOADS foil a- 9rtprA.47'.d 2' i7F{1F4R flfiC1R 11A MTELB SAFELOAD PLF L ; TH TYP£ BRUfi SRF6 R ; U 4'-4' (521e) MCAST 758 1 757 11164 4'-6' (541 PRECAST 694 693 1073 5'-8' (Sal PRECAST 408 407 655 5'-10' (70-) PRECAST 362 381 616 6'-8' (0 PRECAST 595 788 464 7-6- (901 PRECAST 509 674 363 9'-8- (116°)PRECAST 370 490 2t4 SEE GENERA. NOTE 18 12) Lbkb ae e.ndeclu,a 5••1/2 boa M."o d SSa ..de I. a9a .I. i) wAd sa9cd v d iddsatag ad y a9• g kets3 - 43Ss3 ydreleid?si s 9'a+4 3C00 9d nvmteairef 5 b$ia'6 RDnkm w m2 13) IN szbrla wdm d 6at.ir WiNbcd k a Bar cw o s (ba spry s rt.J ba+. a own ol""t, qfw is oeZa000 10 ASSY C-928 a a8w e9Paad aa.CM• naa 1809.updtN tabor Psf ANY Asti Idt Qm 14) U.ta loaded ticoedl e'8 veAk el )) m .-},,•/••) ead 1wLmtdd/y^s+a?] 3mb dwld b. eawkd W 11ae C12®ties lre4 @e 1aEmr6iy #m{IQL Pra4s» Wad r 73T4 A411 Sri t 2N bP mitgo m m"!a gw AL'Si C27G T1ye U « S 1.4+pW rorlyd bed } 'yi'sd 9P i0' S 10 2) A9 to land Was based .n rkkWM 4 Wt oaNeU baen q. Srb buds bt *W taps 92 ad 8fl86 must ae SHt vu*A kw 5¢is Latrmid ba4 ' 16) M *WRposite SNd bWM$ M mmM uu S 7uod lean mq boa WgtA MbMA d Sg 26% tJ SxPn9 1uiTiY b 1.+n ibat 8 1 ' i.ias, 161 £a daki ittyBu ad ft,4 'ass sHa bd boo sc0. bngsd » soon. 3) fl.nd. L4 MMW W ,4 Iwi K',-- 17) Sob 1.& uP .ep b.,com W .b4 %.4 4) TM mil ti To paaa9x.a U&.w tb. P.,(,* e.dOOM fa 14) Sd. bd, Wss4 on rali"d #saga aaatyie w 0 530 sad M7 3" y ode 40 1480 odW Wior. A EM 4 4r bd - 6471 baz/ 6Z 71 - 6591 19) AdM.W tr4irol bad uyegtr saa Da aDi id 6r 8a b 1 a9 s is WAei seiea bda,snArafiaA (.) Sd 6 1d 9dds suet a ) nueA £ actAO.s ar 2Afs0 edema r/-4' sad 1orgar asd+ 3ii)DUC3' &^u•fi^A':D Use n Ldb4 to a iM Aod lhad"a¢—;p'iyigTsib ab4:,a663 Cads Sea64a. Ism-1 m 9a03iaACW. 5) sw, ST.d WaI, w t•0a A• a}+twxx W! 7) 0os 17 rmgIw mbs s*%VWW W ,La 13 rsbma E m T7a c tAd P. tudNLkaMd 0w 3 Plod ."* Ian w tc7kkitLlYd k%Y 9) lb. dWpq aR .r.iwts o—".'nd bds I Ma to .0- bad tabby Dg beg me ara anrtn ,ahTay axmtd sad .b<o i d- W i,a<a Oro uppR4 10) itp - Nd ddsi It, gat sad a.Vad edwr b 4e *.1.4 d D. boltom : D. UW --At. 1/2' CLR T n SAFE UPLIFT LOADS FOR R" PRECASTrv/ 2" RECESS DOOR U-LINTELS RT. 4g4gS8 V SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8R£ 6-Si 18=1'}A-I SS-i iS kFR8-ifiBRdQ-?t 8A£ 8-21 SWO- 8#14-2 affM-21 M2-2 OMO-1T$930-21 e 2 7 = k5 IM 2382 3056 T75i 440 OW4'-4a. iS iNS 2182 3M6 3751 44* 5140 541 PRECAST W' 7 I604 2272 2939 3607 W5 490 56' 7 1804 2272 2939 3607 4275 4943 6'-$" {. i 675 1 1797 2325, 2654 3381 3911 575 1269 1797 U54 3382 3911 5'- 10' (70°) PREfJi55 1 1748 2259 2773 3286 2769 CA 5% 1233 1746 2259 2773 3286 2799 6,- e (80/ PRE AS' 570 929 1 19d0 24"N 2fin 3329 570 1 I= 15M 1580 2429 2879 3529 7'- 6- (9W) PRECAST W6 742 1354 1765 2166 2567 2958 6% e96 13S4 i755 2165 25V 2958 W- 5- (" IV) PRECAST 458 684 1222 154E leg 2180 395 560 1072 13U f707 2018 1 tj THE NLRe1BERS IN PARENTHESIS ARE PERCENT REI MIONS FOR GRADE 40 iELD ADDED REBAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION MMM& W/V-1AIRtt. dWit{ 1t' 0P iS BESiR A7 r 90Tt9dl R' Gib G113Y e 4 8F16- 1 B/? T A' Jiti91 Wtl AT 4. Y 1- 1°j•"T1-1 1109HI ii-_8AQ TOP i 9 1- 1(2' S;tE49 1 7' sEE Safe LWAA LOAD WIES FCR L440 WMN6 8Dl = REMORCRCEO CRJ (RCWJ) FtuWRiSEK0D17CTpxNRwfIa p5 RE@AR Swim- Jo4 Nth the Pdoridtl 10 or OWA«7a bL o12. CULIL QEXK 15 REM AT 80i30ti S919if0. t vArlPRODUCT NZY'Sfs"x7 , MT30N A . 7- d' AW4g. PP+0119SD 91 !9SLLL us rnmlAyi,ag wi0, fFc Fh;rids 6' 181ypiy, Yfb13S ) Ili 0, Bedddwg G k pRomarlwyl BU i• oZ2 mnmF'iYP+L ird0i 14e pi". jsk>a'yHmatdo Dad ac Comma Paxe z 4c"- All579 e SEF Asm KFL 93504 cwa 1£. 1%7 N'r'liFi .TUSiC.7iDYigu r 1rT w:r:g>icgc4T l rce rsx 4'Aml- 1:'r II JGi#.N"a0:71;1-dACif.T. rrzr -., .. ;ni , F4 !FntL1 9YBilGT _.. . al ijfWttld:l.*d(t4*16YI.L '7LYYi[ _. K. MIA,MI-DAUE a DEPARTMENT OF REGULATORY AND ECONOMIC RES011RCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 4F ACCEPTANCE (NO Cast -Crete USA, Inc. P.O. Box 24S67 Tampa, Florida 33623 MIA.MI-DADS COUNTY PRODUCT CQNTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3 t5-2590 F (786) 315-2599 wwty.ieeiamidade.goy/economy SCOFF.: 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 (laving Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.B., dated March 24, 2003, last revision dated June 12, 2014, all signet{ and scaled by Craig Panino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance nturiber 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 0 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 Iielmy A. Malcar, P.E., M.S. NOA No, 17-0821.18 MIA IffirmCOUNTY jL/ `- Expiration Date: 09/11/2018 F . Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTEDUNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast - Crete 4", 611 & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision A] 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,4STA11F,529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E, z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, PX. D. MATERIAL CERTIFICATION: 1. Quality System fManual forCast -Crete Machine Made Precast Lintels revived on May 1, 2002. 2. Cast - Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBRMED UNDER PREVIOUS APPROVAL iq 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cost -Crete 4 ", 611 & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by CraigParrino, 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. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. K, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., 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 (R-E.R), E. MATERIAL CERTIFICATIONS 1. None. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 14-0903.03 A. DRAWINGS 1. Drawing No. 1{D4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " & 12 " LintelSqfe Load Tables", sheets I through 3 of3, 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, RE., signed and sealed by Craig Parrino, P.E. 1). QUALITY ASSURANCE 1. By Miami -Davie 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 L None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -.Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete IMA,.Inc., dated 08108117, signed &sealed by Craig Parrino, P. E. e C-' ReltnyA.Makar,P.E.,M.S, Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 R - 3 HIGH STRENGTH PRECAST AND TYPE TYPEnPPRESTRESSEDCONCRETELINTELS S' o STEEL T4 27t2t '+• tn],,,.] °,tom f 32'A s r-rasa rnI'e' TfeArig E 7 32'A 2A2 •{, 4" SOLID LINTEL DATA TABL£ 116 LENOIH 2 /3 am" 8-b' 71 y 4 - 0 C N 3 s 4 N a" P9?7PAST 11—IINTFt_ DATA TABLE M MriiiriiE' G 31 E' G Q iF7fS1:.n.'f$Sii.SLb rzgeafltn ice[ •1 T eT2nr.,nnyw,a t r 0i 1emr F1lttP`l e 12' PRECAST U-LINTEL DATA TABLE RF!t1tH1i[j,yTr3r GZMitt, e M3cn E,n>. tn..vfaav flCSit•]Lirali4 IF'K R:TIi.QF3ii1L i1 S iZ®i+ri;fltn A[CLT.5ri27ii.. ems'' r 11, XMI,[_?H1U[iiiliLi®a1s['^ i..tT.ii rr:r 1 5iEICY mcsE nu ra1[rtn2mseca t1S1 yp F MuSS31rl@i:iSL`tlC]fE147EO 7 YteelA-Si ,n TArTA+3r i.r] li;;ttsr',u®vliti:f]L't ilt l•t2L e>aA rt,asi rt arfa:s clacssrr tre+rrta r2 re 2rra a rxri rr Aa.. IEiCLUiE.J [f>., Irr.:e [Yf3filtki 3F7C3taCT YS• T1RiQiiF'QkNA if tfi[ tcra'ur enrnaelasrnn r„ a .s zs ars.csAmr cTa s+ rr MEMSER Of l A" BOTToM STEEL UNOT8 12' PRECAST LINTEL REINFORCING CAGE FA9RICATION 0M xi u' eu T]IDD TiM tROtARTAR'f WOA1", 7S iA0WPE0 Poe to w" AFtAO'M1.. tt ce MTWTM AT CC7 Noff Lam AND CAmm Ttt AIMDV CE0 OA D 1foutEo 1NDWT TNC ".W L`R1M =MEW C:W-CNEft 11SA, W- R[ uvoA:NLD .11tu 1/31 A+A A aIQ, 0. 1.. " @ MM A. SjW M, 2TXUtMM, A A)AD 22 WN LWW . 20 tS OAWL LO M uis D. NDTO 1M Jw— ALDOEA Of imm UQOMD at CaMfeo wMm L OWMM $TAMM fe . iDDO eW EON ALL L 2" NO 12 MN WX CAON END Of WE 10,ff W OACA 10A MWMA - M0, DF tAECAST I WM% fe - 34D] F$. PoA A MN LWMa 3N m . A, TNLN ENE FNTNPoACI00 CASE FaAXh X NO SND MO Ml NL+tL TN 1W iLLCt WM 1)KK 10 9E IUM FOTN ]FIAT 2 ARAATNA rAON TACK Ct1O. ONa— a"U "NIA sT1tlP"1A fo" G 1'A FR0fAJCTR7VLS'D Mo oylnp With Ow Flo'i I: N o" &NUd+;+q CM. xp 17 0VY- P:tnfl i tz t•buida 0. 4 8 SccrrT OF yL/ 'tY; tc W. , l% 1p 0 " 1 • tVw;' CRAIG PARRINO WNCR579 nEl c SEFFNER FL 33%4 FL P E LIC NO 447% PRECAST AND PRESTRESSED LINTEL DETAILS ME RWC PlYM-14 , DAm Alw m 1 SWLL AS tNto D2AWM EM12 CENERAL 1) aaw.,kx rc 4'Pr t&W-30000 ST pruto$1 Ltd - 89(10 ra grad . 3fJDD P4 +q'i+ p/8 irch o r•la canask alosomYs aiC#p ettfhS7T,1 C9D +nmMtrrrwn ntt m aaapoaaNe 9.40 a 190D R fsaw gar ASR1t m,5 aivk 6E mart« gfr AM C27C type L or S 2' b1.1 I try i2U8a 1 must bs reb•.ad by 20Y, £r te«Gt9 n S tw owe 6 1f2 btaiks. 3) P—i" W1 moW bed and hwd jonta. 4) itu moker i. grcentbeeis Rnditdea the p•mcnt tedartbn f« glad. 40 field added reber. Fmndr. 17'--1' Lkk 12F24-28 ads toad - 5428SM x/ 14% mesa i t428 (.9B) - 1226 gU S) Al Fnt¢h mwt cr ..seed i2f$m2di7on FuLPlisdr tletd i1p09 8 -4' & 3on9a nods w araW t/tdD. dcrfsclbD, W A RFatttd cotxGwns n Sae iSwke 6.A&•9 C-aAs SacBor• 76D£3.V as 6) Share W4 fed. m ragked 7) 4' sM kA-4 to bo 'L%i-W w/ 4' &-m:km hoftrA4 oM 8' 4+ttCnsice vaod. 8) m+tnNatsonlatactmeat d 9atd mast aan,py mtn iaa w.ha«tara eM/« skoctwd docomeata. 9) N &eq_ " mks t, tmt ,k.W bob ktm the soh bad tat4•e kJ cdateowg ffie mas n • wasNog mwwt eM .haw oi d-&m ftom the Ewe W supgwt, 12) 6' a 1Y u.1& we m d d nJ •Ea 5-1/2' ialy nolcba W ih• w:ds to o«oroodoh "&A c•A reMadn7 and 9rcrtktq. 13) Th. a4wtw _foes W CxAeb lasta9ed t• edwbr cor><tda nrocor wo l uM, 0 coo8a9 at AW opgied In camd.nce ti`att AsiN cr 92.6 a t+) wb do4odkdd a 9ie oam J t g, . mw res6cnt kad AE bor _vd 6w we ra"bod { Safo ha ." load to t F« ms p=U W hdoU oA sbo•n, me sots load Iran act km bA A Ak 16) Fw Wel kngtto rot s!tsen 'rise -I- bod 1r act tiwgest !**h *h"x 17) SW burls ore suOabT*—d-4o-oWa bods, 18) SA bob bM4 .n ro0oaol do$* a *i. gar Aad 63C wd AQ M& 19) Addil" )•Sera boa sap.dW aab be 4WO.4 bV. dsshner by grafidA9 add+lionW rakdowedmnwdnmasanyarils (RCSAi obcw Ub FrK Sca Att.. bsbnr SEE SAF£ RATERk LOAD WIES FOR LOAD RATM FOR EACH AONMK REINFORCED CRAU (RCUU) FML COURSE 1) ; 5 RMAR FOR 6' LWT&S 1/ 2' t2R rip 7,r` ; (2) 15 REW FOR 12' UNTELS SAFE LOADS FOR 4" SOLID LINTELS rr4l GRAVITY TYPE LENGTH 4S8 3'- 6" (421 PRECAST f l80 4'- 0" (481 PREGA"i 959 4'- 6" (541 PRECAST 789 5'- 10"(701 PRECAST 460 6'- 6" (78") PRECAST 360 7'- 6- (901 PRECAST 260 9'- 4' (1121 PRECAST 156 10'- 6'(12bj PRECAST 116 12t18 Cias* i;4tM UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42') PRECAST 687 371 41- C (481 PRECAST s I 320 R 4'- 6' (541 PRECAST 529 258 5'- 10' (7n PRECA5'i i 407 148 i6'- 6' (78') PRECAST 366 118 7'- 6' (90') PRE= 280 87 9'- 4' 111121 PRECAST 187 55 1C'- 6"(I267 PRECAST 152 1 43 { 12FB 121`12 12F16 ti) 8d1am Ike' added reow la Ds bcotaC of W batlan W Sae Fail waty. A:> 1 wh !r: g•j ,:' "^,' ,,.,': FROD: RCT R:.?VISHD 6U8 6F8 6F12 6F16 its`= :;^:'. ra eomDlynr0 txi@ ftus f aociAar i is ?, • N3t4tns etwfe .. 0 21.1 g '"' • a ~- ~•• • A*- SaDYtlKC SYO ,iir: .'•:= > ..• .. T' rPE DE5IGNATRCh i•J `-'yA' .: .. ruw fwom/a+ihZZa t AS t .,t yM i >.''2+ f •: satoLwce• a cuss • • •ft ^`!•-!•" •a !e",F°r 12F1 E-2B/2 fpµgy J Nr!{y ..:.•N..f :. 'T,'-: n .:f. Y':;. ..., t' 8 uaras tttt n' us•s °.' :z•::';: ^, *y y. ii y''};j': t^ t; CRraulmA. nnrar as ,•v, `-"• >','i;..Y .. ^. .;- •''••"^'`;`%i! j ryi alas I • i '-`.?: '- i '' °,u` illir'ss _ r f i ;t y.. R , .. 4S8 A y.;~ m 2 12F28 12F24 12F20 fit. N 10I •" .;; ,`, 4 ; " PRwDA1Cr Rrv;s1UJ cp wmv as :4' m ow*po9 v:itn u" rfa»dda rours3•' ? " F ;'} ' HuRldi 1t s a• Actuu • • • • • • • • ( CflAIGRARNN0 d31glrn1Ran D•;o , o- ' ° 12' w,>aut nowt+ -.,0 f. Cj ..•WW,,' M CA 679 18 6F32 6F28 6F24 6720 fr4Sj I1 GSEFVFfC3358q REYISrC1N » ff if 03 OF • —CAST—CRETE 4", 6 & 12 LINTEL SAFE LOAD TABUS CPt Crt4rRA1 RiVLS i6 12 14 I rwr .. .,.n. 1 f9£ HALE: D&W9S-f{ E9ty at 9W AFRGIfD S.INF: '.i.iS e" . T7Atit5r 11 We 3/24/03 CS1EMD 9t: WC POW, A.E. - KG. M AOM 6Pi99R8:$0, L14612 SiX 1 DF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS LATEFORit SAFE 4JNT B atr-we rt SAFE LOAD POUNDS PER i1NEAR FOOT Cws1f iaNy SAFE GOAD TYPE LENGTH 6U8 6F8^19 fif12^186Fi6-186F20-186F24-196'F28-1 SFR-19 TAPE LENGTH BUB, us RCidU S-6- (42-) PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 S-6- (42') PRECAST 587 1055 596 4'-0" (481 PRECAST 2025 2313 3892 5050 6148 7227 8297. 9357 4'-0' (48') PRECAST 487 787 445 4'-6' (54 7 PRECAST 1654 1867 3633 5050 148 7227 8297 9357 f 4'-6- (541 PRECAST 416 609 344 5'-10-(70 PRECAST 1067 (1260 2198 3557 5734 7227 8297 8225 5'-10'(701 PRECAST 300 350 198 S-6' (781 PRECAST 949 5078 1831 2850 4328 6737 8297 9357 8'-6' (781 PRECAST 253 496 157 7-6' (901 PRECAST 779 883 1459 2168 3151 4524 6654 9357 7'-6- (90-) PRECAST 222 367 116 9'-4- (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 9'-4' (112') PRECAST 173 74 10'-S'(1261 PRECAST 503 566 895 1270 i706 2236 2898 10'-6-(126') PRECAST 151 27 58it'-4-(13n PRECAST 457 513 805 1133 1507 1952 2492 74d7 1P-4'(1361 PRECAST 139 49 12'-C" (144") PRECAST 425 477 744 1 1042 1377 1769 2238 2808 12 -0° (144 PREC AST 131 44 13'-4-(1601 PRECAST 373 417 645 895 1170 1485 1852 2285 S-4'(160-) PRECAST 117 223 35 j 14'-0'(188j PRECAST351 392 605 835 1087 1373 1703 2087 14-0(188 PRECAST 117 1 202 32 PRECAST N.R. 299 455 620 794 985 1198 1437 17'-4- (2A8') PRESTRESSED N,R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR ' SEE GENERAL NOTE )8 GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 lmm SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4~ 41"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 1 Yi'E 6T8-1T 6F12-1T 6F16-1T bF20-iT 6F24-tT 6F28-1T 32-iT Y- 8- (421 PRECAST 1412 2074 1 2715 3356 3997 463$ 5279 4'- O" (48") PRECAST 1225 18W 2357 2913 3470 4027 4583 4'- C (541 PRECAST 1083 1592 2084 2577 M69 1 3562 4055 V- 10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 6" (73' PRECAST 723 1097 1437 1777 2117 2457 2797 7'- V (901 PRECAST 648 863,E 1249 1544, 1840, 2135 2431 9'- 4- (112-) PRECAST 575 57104 980 1252J 1492 1732 1972 10'- 6'(1281 PRECAST 514 4624V4 787 1121j 1336 E 1551 1766 11'- 4-(1361 PRECAST 474 404 n 685 985 Ij 1213Lu, 14+2j 1645 12'- O'(14,4') PRECAST 454 387 619 838 j 1093 1299, 1506 IS- 4-(160') PRECAST 402 3081 516 735 905 1076 1247 14'- O'(I&n PRECAST 368 2135mi 475 677 832 989 1145 17'- 4'(2081 PRECAST 1, 253 2C8 j 338 475 585 593-1 303 m 0) THE NUMBERS N4 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRAD£ 40 FIELD ADDED REBAR. SEE GENERAL NOTE Na 4 Eff OF - CAST—CRETE 4 tM YAW-' ViMt-14 too 6Y I D—i 31 24103 CK"O PROVUCTlW8YISM w plying wish Llw Nolida tiTAi cu4u Air nuance No Z- a 21.18 wn ak Qls Y t BY: ObOL' e. TRi3Y35Qp 91ldlt n the>'1ariAn kq' 1'gthNiie r ' o • J' U 3 CRA1G PARRINO3 6324 09 579 SEFFNER, FL 33584 FL, PE 'LAC. N0, 44756 6" & 12" LINTEL SAFE LOAD TABLE itNiA> a ABtW14 j SCA1F mw PAM, P.F. - KQ. No. 44M o2A'HNi so. U4612 S1gtT 2 of 4 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS IOMV409" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 1214 i2E12-28 12f76- 72110 28 ttF2t-28 72i2b 28 12FJ2-28 3'-6" (421 PRECAST 3428 15000 5838 7619 19352 11050 12755 .14438 4'-0" (481 PRECAST 7923 4232 5WA 7619 9352 11060 `12755 114438 4'-6" (54") PRECAST 2396 3464 5304 7619 052 31060 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 15234 8487 11060 12755 781 PRECAST 1383 1985 2679 4196 8421 1=2 L44,6'-6' 12755 4 7'-6- (90' PRECAST 1138 1628 2131 3218 4676 875E 9763 1352q 9'-4" (112' PRECAST 791 1216 1535 2230 3083 4167 5593 755 10'-6-(12n PRECAST 614 1043 1295 1853 2516 3323 4334 ` 5532 11'-4"(13n PRECAST 518 945 1162 1649 2216 2893 3719 4746 i2'-T° 441 PRECAST 456 878 1073 1 1513 2020 2617 3333 4206 PRECAST 359 767 0 926 1294 1709 2188 2743 3409 14'-0"(1ff) PRECAST 321 1 720P 865 1204 1584 2017 2451 3106 17'-4" (2081 PRECAST N R. 451 P 631 h, 831 S f 411 1425 17502102 119'> 4- (232' PRECAST N R. 343 b 477 700 925 1152 1380 16% U) M ICJ6i8ERS 01 PARENTHESIS ARE PMW REOlVIONS FOR MADE 40 F£LO AOtED REPrt9. SEE CENFRAL 401E NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS 4 1 tT-Af1!r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1iA116 12RF6 26121&ta 12R14- 18ifIS- 121if22- 12RT24- 1PNiFJ6 4'- e (52' PRECAST 252 2942 5468 7584 9640 11669 13679 15679 4'- 6" (54 i PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'- 8- (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 156 V- i0"(70' PRECAST 1259 1758 3361 5954 9358 SIM 13679 1567 6'- 8- (80-) PRECAST 924 1430 2833 4415 6384 10354 12571,14809 7'- 8- (901 PRECAST 703 1203 2157 1,3494 1 5259 7922 9623 11329, 9'-- 8- (118') PRECAST 389 843 1 1451 a 2157, 1320 111 4427 5417 6384 C RE iP 41M IN PARDRHESS ARE RERCK REXalDNS FOR ORAOE 40 FIELD MO REM SEE GENERA. ROTE ND. 4 SAFE LATERAL LOADS FBR 1 — DRFr.AST 11.1 INTRI R 1 I SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU S- 6- (421 PRECAST 1295 4841 393 i 4'- 0' (46") PRECAST 1295 4841 2994,' 4'- 6' (541 PRECAST 1049 3922 2417 5- 10-(70t) PRECAST 681 2547 155 6'- 6" M PRECAST 579 2167 123 7'- 6' (9n PRECAST 474 1771 914; 9'- 4- (1121 PRECAST 355 11326 1 56O 10'- 6"(126 PRECAST 306 1143 454p,y 11'- 4' (136") PRECAST 278 1041 38 12'- 0"(1441 PRECAST 260 971 34 13'- 4-(1600 PRECAST 229 857 278 14'- 0"(i6n PRECAST 216 809 251 17'- 4-(208") PRESTRESSED N.R. 533 16 19'- 4"(232') PRESTRESSED N.R. 534 130 SAFE LATERAL LOADS FOR 12, PRFr.GRT d 2- Rr-r.ERR on DR tm-im A C SAFE LOAD PLF LENGTH' ' TYPE 12RU 12RF6 RCMU 4'- 4' (52' PRECAST 11295 3592 258 4'- 8-, (54") PRECAST 1213 3458 2417 51- 8" (6n PRECAST 784 2236 165 5'- 10"(,70 PRECAST 747 2129 155 1 6'-8" ( 80 PRECAST 602 1716 117 T 7'4- (901 PRECAST 504 11438 914 9'- 8- (1161 PRECAST 355 1011 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4 - m-41" t SAM LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F5-2t 12f 12-2T 12F16-2712F28-2I 12F24-iT 2T 12F32-2T 3`- 6' (421 PRECAST 2752 4287 5613 6938 8254 9589 110915 4'- Ri" (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6" (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10"(70' PRECAST 1623 2527 3310 4092 4875 5658 6441 6'- 6' (78 PRECAST 3444 1 2269j 2972 U75 4378 5081 5784 ` 7'- S' (901 PRECAST 1267DI 1767 258 3194 M05 4417 5028 9'- 4' (1121 PRECAST 1028 S 171 2006 2591 34t37 3683 4079 j 10'- 6'(12(r) PRECAST 920 947 1612 2281 2764 3209(; 3653 o. 11'- 4-(1361 PRECAST 858 U, 829 1404 w 1982 2441 2902 3364 12'- 0'(1441 PRECAST 814 753 1269 17884 22011 2616 3032 13- 4-(1601 PRECAST 678 A 034, f057 1485 i 18261 2169 2513 111 14'- 0"(168') PRECAST 5861 974 1365 1679p 1993 2309p 17'- 4' (208") PRECAST A734 42? 695 964 p, 1182 1.i 1402 1623 19'- 4'(23Y) PRECAST 3701 593 8171, 1002 1187 1372Q 1) ME RtRAOERS 1N PAWOKESiS ARE PERCENT MM1104 FZR OWE 40 FELD ADM REM SEE GE1M ROTE NLL 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS ws1 sq SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 28#s 2T!12#f11-2 129fid-2 tfib 2 11dfZi- 121tf25 2 12HF1f7- 4'-- 4- (521 PRECAST 1626 2885 3746 4806 5867 i 6928 ! 7989 4'- 6- (54') PRECAST 15M 2582 3602 4623 5643 6664 7684 5'- 8- (68 PRECA5T 1210 2042 2850 3650 4466 5273 6081 V- 10"(701 PRECAST 1173 1984 i 2769 3553 43M 5123 5908 6'- 8" (801 PRECAST 10201 1538 2426 ts 3114 3802 4489 5177 7'- 6- (901 PRECAST 904 1226 2163 2776 3390 4003 4617 8T8" ( 1161 PR£CAS7 703 771 1d72 2181 2663 3f45 3628 SEE CEt#1?At NOTE 18 R RIMS TR PAWRIii£SIS ME PERMIT REDUCRONS FOR Ci E N,n ' 40 FEW AOOED WAR. SEE ODOR WE K 4 saaDucrizevissD muplpNaK ivety tha dm _ .447 3r 7B ,7'p• 4 % P • kl CRAI4 PARNNO ad (. oatrcl '' i i ; R1 • 1+,+ S T4CR 79 SEE GENERAL 140TES - SHEET 1 OF 3 `P/, N` f,:i+'*' PL.Pruirc..=-Awm MEMO" OF JARODOCT ) tEv,sw LaVvi IN Find is Ar0> Dts,co N0 0 0 , p YHP dlbxill,icp 'm7g 64ittar t0rdc we, ri1 ` "' mwCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FRS "' M W-14 OAUFN ff. 4i6N AANAW SCAL{; V. OAK; 3/24/03 onn 9i: t7Ei10 PAT , P£ - RED. N0. 44:5E ORARRW: RO. UW2 SREEi J OF 3 MIA,MI-C?ADE MIAMI-DADE COUNTY m PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 3 t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE( NUA)___ wwrv.mianudaae.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: Dais NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Slaving Jurisdiction AIIJ). 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 faits 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 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 hercin, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSH.E IMPACT RATING: Large and Small Missile Impact Resistant LA13FLING: Each lintel shall bear a permanent Label with the manufacturer's name or logo and the Miami -Dade County logo. R. ENE,WAL 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 # 1.7-0227.I5 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 Ilelmy A. Makar,, P..E., M.S. f.- I iOA Na. 17-0$21.19 NI -DADS COUNTY Exp iration Date: 05/21/2022 Approval Date: 09/ 28/2017 f Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SIJ13MITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E, dated 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P, E., dated 0610 7197, revision 94 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. D. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 297028, dated 0 713 019 7, signed and sealed by Christopher A. Kaman, 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. K, signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. z Mill Certified Inspection Report ff20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04125196for 93 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for A-5 rebar by Birmingham Steel Corp, 6. Mill Certified Inspection Report #58-A 66332 dated 01128196for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 984-M20749 dated 04105196for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 484-M19805 dated 03106196for 114 rebar by Birmingham Steel Corp, 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-,Alf20652 dated 04103196fi)r #5 rebar by Birmingham Steel Corp. my A. Mkaka r JP - I E - . M . S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date. 05/21/2022 Approval Date: 09/28/2017 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.1. illfill Certified.fnspection Report 9-84-M,20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. Xone, D. MATERIAL cERriFiCATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS. 1. Drawing Ala FD8, titled "Cast -Crete 8 " Lintel Fabrication Details ". sheet I of 1, prepared by Craig Parrino, P. F., dated.tune 7, 1996, revision 1f2 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 .Tune 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 3 0404B, 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 2.9, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P. F., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality .Vstem Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cost -Crete Quality System Manualfi)r Pre -stressed Product,,; dated 2002. A -Ac any A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Fa-2 Cast -Crete USN, Ine- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 906-0222.01 A. DRAWINGS 1. Drawing ]Vo..FD8, titled "Cast -Crete 8" Lintel Fabrication Details sheets I through 3 of 3, prepared by Craig Parrino, P. E,, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION L None. F. OTHER L 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 (BAIC). E. MATERIAL CERTIFICATION L None. F. OTHER L Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. jteimy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date; 09/28/2017 E-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. K, dated June 7, 1996, last revision dated February 17, 2006, signed crud sealed by Craig Parrino, 11',& 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. Alone. 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 far High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, seated by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inv., dated August 19, 2014, signed and seated by Craig Parrino, P. certifying compliance with the Florida Building Code, 2014 Edition. VIrny A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date; 05/2112022 Approval Date: 09/28/2017 F - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1, Letter from Cast -Crete USA, .Inc., dated danuaq 13, 2016, signed and seated by Craig Parrino, P.K, 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 ASTM F,529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P. K C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (kER). E. MATERIAL CERTIFICATION 1. None, e: 4 AA. M akar, P * F., 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 J. None. S. 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. LetterfromCast-Crete UM, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, ?1 1., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09128/2017 E- 6 si O al 2 A P) lu LU is LU 7N -9 -S -g- K 1. — -g -, I — -711 -9 1 IUOJ IL LM inz -3 71 0 rb 1; .4NOR 2 coiTi-§ Im In T-X Ul Lo 19(sill. ON u. Cq Cq Ig Cq r, v 0 04 IN z z10 c SR-gg leaI I I ze Mt 9 9 -4 a imm t6 9 i o a - 1!1 V R 1OA as 4 EX ay o U) i3 -.e I Wx zz 41 cn ` 4 iiJ WLL N ai 93 SM 1 axA a Q ff c0 99 z L—, (2 eeg — JICg1 'mmtatt •4t '<, 5 i s 00Ua ' ° r 7c Z z 34F y i; as V $ Ci " 4 e o kv I' ul p m O r• ^ 4 • Q P LL wSS qWd .9, it f•, fill! i.Y O Vi Q U Ri u. :'•, ' Fib: mow aw co qq O ) y Lid TVs 2 .A y xfiv a 11 a a 11k s$ 110 r v ri may aiN N K tPat i eg: F^ xlPCa^ Sgl A+9^}gJim@L: 8r. a5 S a Q i ap 0. tlC z Dui o a 01 Application No: I symmm Job Address: Historic District: Yes n No Parcel ID; Residential R Commercial Type of Work: New 2 Addition 0 Alteration El Repair 0 Demo El Change of Use n Move MEMMMMEME= Plan Review Contact Person: Title: Phone: Fax: Email: rigm City, State Zip: Property Owner Information Phone- mmm Contractor Information Name 1L-,se-(+s4 Phone: _22 2 Street: Fax: City, State Zip: <Q,-4c-f'4 C'(_ State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: - q 14 3k_t z WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR 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 COMMENCE, MENT. 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, pDois, furnaces, boilers, heaters, tanks, and air conditioners, etc, I 173C 105-3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Remedi June 30, 2015 Peanit Application NgLIQF: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may e found in the public records of this C01,111tV, 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 requilrdinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittil. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued'lin 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 be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwicr/Agent, Date Print Owner/Agent's Name Signature of Nolary State of Florida Date Signature of ContractorfAgent Date Print Contractor/ApitI S Name Sigmiturcot'Notary-State ofFlorida Date Owner/Agent is Personally Known to Me or Contractor/Agent is — / PersU Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required, Building Electrical 0 Mechanical Plumbing[] Gas[] RoofEl Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min, Occupancy Load: New Construction: Electric - ft of Amps Fire Sprinkler Permit: Yes No D 4 of Heads APPROVALS: ZONING: FNGINFFRING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes NoEl WASTE WATER. BUILDING: Revised: June 30, 2015 Permit Application FF 12Uii, 5, 2018 g Mel 957 SIMe Road V j 121 NW*r Rnad 1-328,24IS V--AAco 0phos" % FL ='0 4WIM-M "F4,02C 721,ab3-',486 KIELTY Page: I OF HCATINC (100NC ptvposai btate: 7X2612017 pi-oposal No: 717-13532 LOC-,e,Jom W,,jtj(j',,F SaWd prepared For: Starligilt Houless, Florida, LLB Modp! H,,v'VlIJT-tQ - 1769IM4GoVemwdBNAS&L " t 3274C - GOMPlete M a"Wvncal With speiAhoatiolls belovi tor the SUIT, Ot: $5,925,00 qVe propose hereby to lurnish alaterwi and taklor paynier, , ftallows 40% Roijgji in 30% Top out 3t)% Frriish, NET 10 Days n or OCIAXIMIttohemadeu ,, , , ,,, R, ,n_ amxdtiq in standardprac,,*icu, Any v r ti r I fj as 3pw if cd All,'ioAi GoM tj Cjbo,,p so a0mme All AiiolaWflals Q Q Qwj N* uyn mmn wdois -"wl wid bg"-rax 'u'v— lom WMIMAM Cowl Vvelung ema C 0, WW Whm IQ, CMnm a o,%ajry insurance, U - orkcty are 1` 1014wuo by tl;;17t; m AY 1,;.,E NN17HDRAVYN, T NOT AWMED W N DAMrTI-4t', PF1,0POSA, 41 xUA%R2EDAGNA1ruw all 1 vVe 30(eMMQ wd WNW1000r: mossr hath Basev7(jlx wmu W" wwo old %ben onweau MA2 (Armne vIve SWWW er SWNW2WgM'l Toilet gy", , Maxweli 2 1 -912 1 2 By RuMer Wdh Nbon Ghateau 64925 ChrOMC `-aucel n is4l N WNW Wp Wagg Nid Men Ghweaa TUEO GlW=aVW0 i swil- 1 Toilet ( 30fj erCvlaxwel 21, -912 t2u gy BUqd(-, r L,Vqtj fV108TI C' tt,Ieau 6492o Ghl,'OfTle WWI a. Kitchen sot" Fammt Disposal t" Ifflaker Line By Boor 6- 7315 GJAv011e 1$7, El"( 1ger v Whit C"Did buqll Rexl 16CI( ld Box Hook UQ llos' e' Bibs ' s A" ciaiio'-' Fi^" Ork NOTE, C " l' jgCaEWg Yukdad Fol Bnom PW.WW MAW EXCLUSIONS no Poxv hmm MOO,., WWW 50, WAPT! 4P sewo 4=Wer AWvm= S N'l t it3T o)I-Ater to am'y dw]""'t (xwac't bel%'Voe"'l ow*"f WOW, Wn =WmNq Md Mmy RMOyd, YM am MAXIM)d to M lhe wo as q.00" PROM WW tax MWQ Cw" own v me ey,w 0 amon A r AY C-'en"k-e Chw'o ot 1 1 "'41 lur" 'a-'ded aftc" Al(radalx)va. I " IT,eo 10 pay reo"01 tahle Rtlwflay's ,tries ha z I I oCA jay, ar4 1 / 2 Feel of foqvves oj de,,atenpg Sys. Ak',y ',ewe T tqpq deepef in, Qi DATE (DF ACCEPIANCT WME I Fv' i 3imn,o:H-uon -,Ast Eft DWT i4"C" C IVY OF S.NFORD Building & Fire Prevention Division PERMIT APPLICATION Application No: .1 0 Documented Construction Value: $ 51,000 Job Address: 3890 Loon Lane Historic District: YesnNo In/ Parcel ID: 17-20-31-502-0000-0960 Residcntialz Commercial HTypeofWork: Newz AdditionF]AlterationF]Repair El DemoE] Change of UseE] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone* 407-630-0119 Fax: Name Starlight Homes FL LLC. Street: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: EC13008106 City, State Zip: Winter Garden, FL 34787 State License No.: Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN 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, beaters, 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; 6111 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE-: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Print owner/Agont's Name Date Signature ofNotsry-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID i-— t---lz Signature of Contractor/Agent o.rrca ur1 C bhp Print Contractor/Agent's Name Signature of No of Florida ate r 6 G Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: January 1, 2at8 tSikNFORD g Building & Fire Prevention .Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3890 Loon Lane Historic District: Yes[]NoR Parcel ID: 17-20-31-502-0000-0960 Residential Commercial Type of Work: New z Addition Alteration Repair Demo Change of Use[] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Phone: 407-630-0119 Name Street: Brandon Gibbs Title: Director Fax: Emaii:brandon.gibbs a@reedcm.com Property Owner Information Starlight Homes FL LLC. Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Street: Resident of property? : Contractor Information 146 West Plant Street, Ste. 240 City, State Zip. Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: No Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail.• Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. ct at the The actual construction value will Shou d calculated charges figured off the executed contracefiguredbasedonthecurrentICCValuationTableintexceedtheactualcoethensttructionvalutisissued, e accordance with local ordinance, 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/Agout Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID - _ Type of ID Signature of Contractor/Agent 8gPrintContractor/Agent's Name a i A signature of No S of Fl..da Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical[_] Plumbing Gas RoofEl Occupancy ConstructionType: p y 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 Non # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Petrait Application Revised: January 1, 2018 CITY OF Www' .16ANFORD BUILDING DIVISION PERMIT APPLICATION Application No: Is-11sq Documented Construction value; $ 4,344.00 Job Address-, 3 90 Loon Ln Historic District: Yes [I NoD Parcel ID. — 1 Z-?Q-31-502-0000-096 Residential 0 Commercial D Type of Work: New F1 Addition Alteration D Repair [] Demo[] Change of use move 0 Description of Work: HVAC new install with duct and venting Plan Review Contact Person: Sarai Rodriciuez Title: Residential Admin Phone: 407-886-3729 Fax: 4Q7- -7Email: srod rig uezoene Mair.com Name Starlight Homes Florida LLC Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary, FL 32746 Name Robert Kulp/Energy Air Inc Street: 5401 Energy Air Ct City, State Zip: Orlando, FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: 407-730-1311 Resident of property? : NO Contractor Information Phone: 407-886-3729 Fax: 407-886-7580 State License No.: CAC1816317 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 hcueby made to ohmina lvrtnu to do the %vork and installations as indicated. I certify that no %vork or hwallatitmhas commenced prior it) the issuance of permit and that 411 work will he Nriornied to meet standards of all lim-s- r'Tulkifing constructioo 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. z UKC 105.3 shall be inscribed with the dale of application and the code in effect as of that date. 6* Edition (2017) Florida Building Code Nil`: I a addition lo the rcquircoicilts of this perinil. there may lx- additional restrictions applicable it) this property that nwybc found in the public records ofthis county, and there may be additional permits required front other govcramcnial entities such as water mallagcow"I districts. state agencies, or federal afterwics. Acccl)( ariev of permit is, vc0ricatioo that I will notify the owner of the property ot'dic requirements of Florida Lien Law, FS 713, j, hc tatty of Sanford retlitires payniot of., plait review fee it the tinny of permit submittal. A copy of the executed contract is required to order to calculate plan review charge nih! will be cmisidercil the estimate! constructior, taiw ofthe joh at itit, thtue of sabinittad. nicactoii construction value will ttv figured based on the current I(X, Valuation'rabli: in cffkct at flic time the permit is issued. in accordance with local ordinisoice. Should calculated charges figilrcd offilic execute([ colitract exceed the actual construction value, credit will be applied to your l'termil fees when the ficraiii is issuci.L WYNER1 AEE112AVIT: 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 (40wocrtAgcot Print OwncrtAgcni' s Nanic Daic S I ignatoreot'No(iry. Stilt: of Florida 0111c Owner/Agent is _ Personally Known to Me or Produced ID - Type of ID 8/6/ 2018 Signatort: o( Coninictor/Allou Datc Robert Kulp 11hot Contractor/ Agent's Name Notary, Public S" of Florlift Signilorc of Nolary-SlAc ofFlorida i Setai Rodriguez My Com fission GO 147034 Expires 1010112021 Contractor/ Agent is Personally Known to Me or ProducedlD- Type of1l) BELOW IS FOR OFFICE USE QNLY Permits Required-, Building El Electrical D Mechanical [:1 PlurnbingEl Gas 1:1 Roof 1:1 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 D NoF] # of Heads Fire Alarm Permit: Yes F] No n APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Joky #: 34647 Date: 1 /25/2018 Subdivision I Phase I 61d I L/IJ I Blk BILL, TO: Starlight Homes . AWH Lot / Sub: Wyndham Preserve 096 3890 Loon LnADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Maa, FL 32746 City / State / Zip Sanford IFL JU773 Model/ Bldg: 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH622001002 T'Stat: Filter Base AHU Location N/ A 1 st Fi Int Closet Filter Base AHU Location Permitinformation: EfficiencX 14.00 SEER / 8.2 HSPF Efficienc MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: no Efficiency Efficiency EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 ctcr i Builder calls inspection: Its Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 B Pass Dam r #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs. Stamped Stl. 12 X Flue Pipe: X Grs. Stamped Returns 6 X Filter Base X Grs. White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit, Hood Duct: X Conc. Slab: X Kit, Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X D er Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: EstimatedEstimatedTask - Description Hours Cost 03- Fabrication Labor 1.54 19.40 Rou hin 2 137.00 04- Installation Labor 21.33 319.95 06- Piping Labor 6.38 108.38 Trim 2,137,00 14- Kitchen Vent Trim 02- Material/Tax 1,048.87 0 1 -Equipment/Tax 1,339.77 Permit 70.00 80. 00 09-Permit/Other 1 A 7 14.77 011-Delivery Labor 2. 341 29.55 Total Contract: 4,344.00 20-Pull Material Labor 12- Startu Labor 2.50 42.50 Certificate AHRI Certiltod Reference Number : 9162305 Date : 08.06.2018 Model Status Active AHRI Type: HRCU-A-C8 Series : 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0'A' indoor Unit Model Number (Evaporator and/or Air Handier) : FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) • Single or High Stage (9517) : 11,50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8,20 t'Active" Model Status are those that an AHRi Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced. -Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still ggeelling or offering for sale. RaUnos that are accompanied by WAS indicate an involuntaryre rato. The new pubiishod ralino is Shawn alono with die previous fi.e. WAS) ratino_ DISCLAIMER AHRi does not endorse the produces) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the products) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridhroctoty.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRi. This Certificate shall only be used for Individual. personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced: copied: disseminated: logo *Aenteredintoacomputerdatabase: at otherwise utilized. In any form or manner or by any means, except for the user's individual, personal and confidential reference. AWCONDITIONING, HEATING, CERTIFICATE VERIFICATION u REFRIGERATION INSTITUTE The information for the model cited on this certificate can to verified at www.ahridirectory_org, Nick on 'Verity Certificate' link at,. 41,'aa and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. 4_2018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 13178"973742W3 FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-09,0.Q.]..1 9 Date 8/27/18 Application pin number . . . 1 614965 Property Address . . . . . 3890 LOON LN Parcel Number . . . . . . . 17.20.31.502-0000-0960 Application type description ---UEkL-SZWGbt--FWI-i:Y HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 247140 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC C/P SHAYNE 1064 GREENWOOD BLVD STE 124 ROSWELL GA 30076 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . VB Occupancy Type . . . . RESIDENTIAL USE GROUP Flood Zone . . . * * * * * NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073790 Permit pin number 1073790 Sub Contractor . ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/27/18 valuation . . 4344 Expiration Date . . 2/23/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 969.00 02-CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS, NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. THIS INSTRUMENT PREPARED BY: At-o ( L r c Nam,: Starlf ht Homes Florida, LLC fif'tt- N'f I1f-1LilY r uE11 LhIOLE COlJIdTYAddress: 11 4 're l' Lake Mary, FL Q Suike 124 CL..k.RK OF C TRCUII' COURT h COMPTROLLER 8K 9086 Pq 1592 (IP9,) CLERK'S Y 20/8025029 NOTICE OF COMMENCEMENT RECORDED 03/06/20IS I_i:3,"05:38 PM RECORDING FEES $1.0.00 State of Florida RECORDED BY lideytare County of SeminrgPormitNumber. Parcel IDNumber: 17-20-31-502-0000-CIII.PC The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property a street address if available) WvOdhilm Preserug, PB 81 Pgs 93-102, LOt Ato Address:3tclo %oa* r, Z")qn. ,,A, V-t_... GENERAL. DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 _ Fee Simple Title Haider (if other than owner) Name, NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of commencement (The expiration date is 1 year from date of recording unless a different date Is specified) ,_, ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Un er enaldes of perjury, I declare that I have read the foregoing and that the facts stated in It are true t th b my owledg0 and belief. Owner. slpnature Owne es Printed Nerve Flodde Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead State of [ t_.,, County of r-.,)\-e The foregoing Instrument was acknowledged before me this < < day of by ^1 Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: 4PShayne Mangel NOTARY PUBLIC I STATE OF FLORIDA t - Comm# GG113111 Notary signature Expires 6/21 /2021 1 115-9 N W a N 4 II o a z C.- 0' 1y v °' J rN ON c opC , o N 0 M D 4 PCP w o ZUIgIao Z S ca FLYCATCHER - O o to 50' RIGHT, OF -WAY PRIVATE ROAD) 1 PCP W 00 NI S 81 U a U Q U i'43'03" W 25.00' Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7,5' try SPECIFIC PURPOSE SURVEY FORMBOARD) L8 -Licensed 5usiness LEGEND.ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-8ockflow Preventer Sight Distance Easement Survey PRM-Permonent Ref. Monument R -ReportedIS PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plot FFE-Finish Floor Elevation D.8. -Deed Book Q -Water Meter O.R.-Official Records Book M-Water Valve P.B. -Plat Book X r-Fire Hydrant Pg.-'Page RC®-Recfoimed Water Meter Elev. -Elevation RCi?Q-Recloimed Water Valve Cone. -Concrete Coble Box BP -Brick Pover Telephone Box SW -Sidewalk OI-Electric Box FFE-Finished Floor Elevation O-Utility Pole Cl -Curb Inlet Guy Pole GTI-Grote Top Inlet 0-Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU---Overheod Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS-No Corner Set (Falls in Water) O-Sanitary Sewer Manhole SF -Square Feet CHHo -Electric Handhole D.U.E.-Droinoge/Utility Easement COO -Clean Out FMGD -MAG NAIL & DISK Ct ,4-irrigation Control Valve P.K. -Porker Kolon Nail b -Sign SIR -Set 1/2" Iron Rod LB7768 Wpq-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 R-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 -As-Built/Existingq tiradea Note: Some items in above leaen may net he nnnlienhlal Description I Date I Dwn.ICk'd I P.C.IOrder No. WYNDHAM PRESERVE LOT 96 P8 81, PG 93) LOT 97 N89'43'O3 "E 128.61 58.0 n o N I STORY RESIDENCE 9.3 5.3 3890 LOON LANE a t3.3 FORMBOARD 9.3 FFE= 26-41' W W CV 65.0 1 E? PRINCIPAL BUILDING SETBACK (Typ.) i 128. 81 ' S8904310J ow LOT 95 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: i. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, 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. 1 I 37.3' 1 LOT 96 AREA = 7,974 S.F. 1tQ En O A 4 cra V4y GAL w a- Q Q BUILDING LAYOUT NOTE: Contractor and owner are to verify oil setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHT©N WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X" 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 96, according to the plat SURveg of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that o survey of the hereon described property 555 Winderley Place, Suite 109Maitland, FL 32751wasmadeundermysuperv` qvjantis! pets the Standards of Practice set forth by ,ttN Fl of o Hkoof Professional Phone: (321) 270-0440 Surveyors &Mappers s` ter, ;T' QQOd Administrative Fax: (813) 248-2266 code, pu rauont LQ o ' 78a0 7 . ldrid4!k, Statutes. Licensed Business No. LB 7768 Q: GeoPoint Surveying, inc. ernes D. Levi%r o,'•,, ORiDA PROFESSIONAL !1 K' LS6915 Drown: RCA Checked: JDL I P.C.: Data File:Bri.Eut-Plat NOT VAUD WITHOUT Tl 03GN#TVP64t D THE ORIGINAL Date:07/24/18 DwQ:BrheanEaet-totg6 Order No.: "-- ED SEAL OF A FLORIDA LICENSED SURVEYOR ANQ MAPPER SEC, 17 — .TWN. 20 S, — RNG, 31 E. Field Bk: F- tsj16-cN 6"Mmmora-mmmmE NEEL%= PROJECT CONTRACTOR REPORTED TO: LOCATION: MATERIAL: I_/ DATE TESTED: TRY -COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Carden, FL 34787 407-656-9656 PROJECT NO: L= REPORT OF IN -PLACE DENSITY TESTS ORDER NO: REPORT NO: PROCTOR SPECIFiCATION.- OPTIMUM MOISTURE: % MAXIMUM DRY DENSITY: LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT. OF MOISTURE INCHES am. Co. ft. lbsca. ft. MAX. DENSITY PERCENT This certificate is presented to 1!5^ j Dave ReveUe for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guideline RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services Tt, ti 04/05/2019 Certification Expires M TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). I Builder: Starlight Homes Subdivision: Wyndham Preserve 1roperty Owner: Total Conditioned Floor Area: 1,769 ft 2 permit Date/No.: Conditioned Volume: 16,451 ft 3 ECC Version: 2009 property Address: 3890 Loon Ln, Sanford, FL 32771 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 12/04/2018 Measured Air Leakage: 1469 CFM @50Pa Result: PASS Air Infiltration: 5.36 Confirmed ACM ACH 50 Target 7 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System I Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A 12/04/2018 Result: N/A DL % Target S 12,00% CFA: 1,769 ft 2 Result: N/A DL % Target --5 N/A N/A Result: N/A DL % Target N/A N/A Digitally signed by Dave Revelle Date: 2018.12.04 16:59:16 EST Rater Of Record: CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU, EMAILADDRESS=dave revelle 12/04/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions, , —411', Sincerely, . . .... o Dave Revelle Z" Call: (386) 681-7452 dave.revelle(ptopbuild,00m YZ A 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 pf, This form was generated font EFL Prcy&O ManoW prop** of TopBulld Hww Swvk", Inc FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3890 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3890 Loon Ln (Lot 96) Jurisdiction: Cond. Floor Area: 1769 Cond, Volume: 16451 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1469 Sinnle nr Multi Pnint Tpct nits HOUSE PRESSURE FLOW: 1 50 Pa 1469 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 81 EgLA: 191 ACH: 5.36 SLA: .05 ACH(50) ' : 5.36 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. 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. Digitally signed by Dave Revelle Date: 2018.12,04 16:59:32 EST r CN=Dave Revelle, O=TopBuild i Home Services, OU, EMAILADDRESS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 12/04/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/25/2017 398347EFL SITE ID: 390347 LOT: 98 BLOCK: HOUSE: 3090 STREET: LOON LN CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT#: 9MTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/18V2017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3890 LOON LN, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dwo RavWM DATE: 12100418 I Tatter I Dave Revelle I Dale 1 12/04/2018 1 Result I PASS I tt ,£x '\ sl., z @ y' 's It S3* : ley\., 2tr, 4{, z:' s{, k t t}L :A'\itd`t,.\Y t t :.p.,t tk:';kt° tir>;:; , Y ?' ;; a tc \ k\£.;t4}^'`2\`\•t, t\t`p T 'v tp»' a "t't l},:`r C4 ^ „ z? pGt t Flt \ ?'1 .Y ?VQ fi`,v s$ztt' s: k ii s,, . k>,c lk.: 1,., j,/ , Y•a\F. try tn. z. :M: AIP'4\ Y; 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic drop -down Stair (fully gaskotod and insulated) X 5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall) X 5.5 Mole -house Fan(insulated gasketed to the opening X 7.3 Fresh air ventilation installed per pmgram specs X BD Ta et BD Actual Room Preuure Tam t,rry b'\v Vll k W 270' N/A 16,451 0 0 zz t' S 4z .1v1 SAS \k i f:l i k` c y g l i C timt C i y ih b,xn:..'t A}W2, 1. ..1 y fkz E`7?ury41'R i+Iitz te.tfi Z2 c: W Mt.et,sf1.w+,ts:'y .'AIRviA.AR 1,.»xv``r 2Y xn a.yq` 4s't k`1i 44»`tti/aW »,tyti 0 1,919 7 1,469 15,36 b\ki rv. \x1}.,.ZF;!.,Qt\,i,nih}Yt,}zktt»4r t:. t•n kn,t ( , Or.et.rt: F'k'r;i\; '^}'\ ti4. Kok S s '.4Sni.n T, t1', kt x.Yi,'.t 3, .. r!'.+. Met Sdrm 0 Bdrm 2 0 Bdrm 3 0 Bdrm 6 0 Rm 1 0 Rm 3 0 Dewy o 8dnn 4 0 Rm 2 0 CO DNectom E Stw Oua118W ianws9 Emcwnt U P ? X 60 or > Of Hardwired Mum Be CFL Or LED X Low Flow Faucets, Toilets ow? X Prograrmable Ttwnrtostat? X CwdfNd Great Program Laval R"Wres Visual Inspection f4' 0,4 MAZ n 4 lo n 1111 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEMI HVAC AHU (HEAT INTERIOR CARRIER F84CNP030 PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) Rtrlt nING SPECIFICATIONS OF BEDROOMS REM NA NA t \ e ttt t.,} t :mYa Y`\'"?4 2St' CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA r nvonr mrvwo c mcnnivair o rn r WATER HEATER TYPE PRIF CONVENTIONAL . WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA HI : 6.36 C : 6.35 ACM QS0 Pascal$ FRESH AIR VENTILATION TYPE PRIF AIR CYCLER' VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL # REM NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP, RATED CFM REM NA NA VENTILATION # OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRS/DAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFUS PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED PRIF EXTERIOR FIXTURES % OF CFL'S PRIF EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % OF CFL'S PRIF GARAGE FIXTURES % LEDS PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 3 SO FT. SERVED (CFA) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE TEST: DUCT BLASTER RESULT: PASS TESTER: Daw RwNM DATE: 12104=18 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE t 1 " .'J SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL ti(% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE(%OF CFM25) ACTUAL „ „t„ CFA) ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE r,, SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL 5 (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE ', SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL e' CFA) ACTUAL CFM25 ACTLIC LEAKAGE TO OUTSIDE ` ' SYSTEM CFA ACTUAL3DUCTAKAGETOOUTSIDE ti astir SYSTEM 3 TOTAL DUCT LEAKAGE \ `" SYSTEM 3 TOTAL DUCT LEAKAGE (% OF SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM26) TARGET BUILDING. SPFCIFICATIONS SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM26) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM26) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL 444 i DUCT LEAKAGE TO OUTSIDE REM NA 0A21 CFM2S / CFA TOTAL DUCT LEAKAGE REM NA 012 CFM26 / CFA FLOW RING PRIF