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3848 Loon Ln 18-1243COUNTY OF SEMINOLE IMPACT FEE STATEMENT ( STATEMENT NUMBER: 18100002 DATE: March 09, 2018 yl' Jvj a BUILDING APPLICATION #: 18-10000225 BUILDING PERMIT NUMBER: 18-10000225 ` UNIT ADDRESS: LOON LANE 3848 LOT 102 17-20-31-502-0000-1020 S TRAFFIC ZOTWPJURISDICTION: TW: y SEC: PRNG: 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: 3848 LOON LANE / LOT 102 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DISTSCHEDRATEUNITSTYPEROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORSHousingN/A705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO - WIDE ORD 00 Single Family SCHOOLS Housing CO- WYDE ORD 54.00 1.000 dwl unit 54.00 Family PARKS Housing Ni 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/ A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 1 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 BEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OFRULESOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 PAYMENT THE COUNTYOBUDBE ILDINGYCHECK PERMIT ONUMBERMONEYATORDER, TOP LEFTSHOULD THISREFERENCEATEMENT. THIS STATEMENT IS NO LONGERVALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROMTHEDATEABOVE G CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a ` Documented Construction Value: Job Address: "c r) 1_ar\a.. SAY-v6 rA Historic District: Yes No Parcel ID: 17-20-31-502-0000- 10 *Np Wyndham Preserve Lot 1 na 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 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 State License No.: CGC1522347 Arch itect/Eng I neer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 5t° 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 older to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Xsa Oa4,9a- - % Signature of Not We of Fls04ne Mangel Date rf; : NOTARY PUBLICIf 1,,>! -STATE OF FLORIDA Comm# GG113111ot1a0Ex 'res 6/21/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Zr Electrical (R Mechanical [5 Plumbing[j3 Gas[] Roof Construction Type: -48 Occupancy Use: 1? 1 Flood Zone: X -pi t- h z Total Sq Ft of Bldg: '44 (P2 Min. Occupancy Load: 13 # of Stories: I IckCtttD New Construction: Electric - # of Amps 15Q Plumbing - # of Fixtures rS Fire Sprinkler Permit: Yes No Z # of Heads APPROVALS: ZONING4(J 46110UTILITIES: COMMENTS: ENGINEERING: 11IC. $ -Zk-'b FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. LI& I ole ime 8 Z1 Firer' k- V t CAL Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SC-" { L l • l' Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION f.AAA PERMIT APPLICATION Application No: Documented Construction Value: S 1 1 L.P.310 Job Address: f1 L-ar\e - Sgr4ar-& Historic District: Yes No 19 Parcel ID: 17-20-31-502-0000- 10*N0 Wyndham Preserve Lot 1 t4a 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 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? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407- 647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Arch itectlEng ineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA - Bonding Company: Address: NA Fax: E- mail; sives@mulhemku[p.com Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS 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 Sball be inscribed with the date of application and the code in effect as of that date: V 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 Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name J4 Signature of No of F19Rne Mange Date NOTARY PUBLIC STATE OF FLORIDAp' 19•, Comm# GG113111 res 6/Y1/2021Ex Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: IFlood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: /$ WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 ___ _.. __ .. _ __ _. Permit Application._ 1RJ877=4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3848 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1020 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY _ Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1243 Reviewed by: Michael Cash, CFM Date: March 21, 2018 2 I ' 9 Walkway Including Right -of -Way Use_ 1877— www.sanforon.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 0 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 rrrro,remertbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callberonywdl% 1. Project Location/Address: 3--otn S4rd e 3 a -I 3 2. Proposed Activity: Driveway Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Property Signature: Print Name:t Address: 1064 G enwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.manger@srafuughftmas.00m Date: 'A. Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomrwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrrittee 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 acoordance 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, indemnity, 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 n1Tot derstand the above statement and by signing this application I agree to its terms. Signature: Date: 3 -lo -1 % This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Reviewed: Public Works Utilities Approved: A Cj_ Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: Date: Date: November 2015 ROW Use nrivwwav nrif REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - 1-.0 - I $ Project Name:W nitYlarr+zSa,.e. project Address: 311V"i "erl "y-s_ Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Pri a of ner/Tenant Signature ot Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Na a of Gen. Contractor Signs ure of Gen. Contractor CGC1522347 Gen. Contractor License # Oft &Siev-6-00k Print Name of El. Contractor Signature of El. Contractor EI. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ Rev 02110/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Dater-13 -1 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Gd' The specific permit and application for work located at: 2>74" L --J 'GL' 3a-1-1 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wilets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The fo egoing instrument was acknowledged before me this day of rc 200 , by Robert Willets who is re -personally known to me or o who has produced as identification and who did (did not) take an oath. Shayne Mangel NiT.- 00TARY PUBLIC AlCJSTATEOFFLORIDArd Cgmm# GG113111 NExpires 6121/2021 Rev. 08.12) A* nP_ cY`QrQ Print or a name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Forinboard 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 Z I A v t REVISED: June 2014 Address: Min Max Ins pee on Description 10 Underground Electric 10 Footer It Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final U.; Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final KA 2Q§RUMin Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORMiR405-2017 , >. FLORIDA ENERGY EFFICIENCY."TODETOR BUILDING CONSTRUCTIOIN'' Cesirir,al Rpf4bridwDepartment of Business an&P s'sional fZegulatibn -Residential Performance Method `;%,"' `' t Project Name: Lot 102 - 1827 UL Builder Name: Starlight Homes Street: 3848 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL . 32773 Permit Number. ' p _ 1 2Owner: 14560 I nSANFORD5A* ftghfi veffV-5 Jurisdiction: ( Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ARl 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 fill 6. Conditioned floor area above grade (1`13) 1909 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 a U-Factor. NIA fill SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A fill a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth; 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 IV b. Conservation features b. WA R= fill None c. WA R= fix 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.34 PASSTotalBaselineLoads: 57.22 I hereby certify that the plans and specifications covered by Review of the plans and ktTI•lE ST,gl, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance A• a, with the Florida Energy Code. mq,'"w{:r r•• PREPARED BY: Before construction is completed 1 DATE: "' this building will be inspected for I . av compliance with Section 553.908 I hereby certify that this building, as designed, Is In compliance Florida Statutes. with the Florida Energy e. DD WME 2OQ4 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ' 4-.2A4• I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 1117/ 2018 8:40 AM EnergyGaugeO USA = FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 r FORM R405-2017 I' S• I PROJECT Title: F'B`Utlin •TgType: Owner Name: 0 of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 102 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) oms: 4tr,T+1.1:73'i r._....1, „ •c•{r+Sr r g1P.1 ondilioned Area: 1 9 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: t !lion " V.1 i ? `ln I RF, Lot 0 102 Block/Subdivision: Wyndham PlalBook: Street: 3848 Loon Ln County: Seminole City, State, Zip: Sanford . FL, 32773 CLIMATE V 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 Blockl 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 19D9 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS f/ Floor Type Space Perimeter R-Value Area Tle Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 fix 0 0 1 ROOF V a Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emilt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2135 ft' 0 tt' 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 1909 fl' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frec Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 Its 0.1 Wood 1117/2018 8:40 AM EnergyGauge® USA; FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 F'--M r,.LM4 WALLS r Adjacent ;, ...+,a,,,s,, aviiyti Width N 8 nrnt Tn Wa11TV06.••••.+- ¢-eti i.J..804' &iM yta l '11 In Ft Height In Area Sheathirlg,FrelIiiitB+,,, Solar elowl, R:V31un"F Sp 1 E Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 S Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 DOORS jOrntDoorTypeSpaceStormsU-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 7 21 ft' 2 S Wood Main None 39 2 8 7 16.7 ft' - WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 S 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 in None None 3 S 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 W 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 W 1 ft 0 in 1 ft 0 in None None 5 N 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 In 1 ft O in None None 6 N 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 ' COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 dm 0.7 1 sy5#1 _ IM 1/17/2018 8:40 AM . . EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software 1 " Page 3 of 4 i FORM R405-2017 f HOT WATER SYSTEM System Type ' SubType Location EF Cap Use SetPnt Conservation., 1 Electric crone"" ' °Gauge `95 50 gal 60.9 gal 120 deg' o-ert°""' ti od'e' SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model 9 Area Volume FEF None None ft' DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main drn 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ ]]Jan Healing [X] Jan Feb ((]]Mar X] Feb [X] Mar Apr Apr I Ma ((X]] Jun [X] Jul [X] Au May () Jun [ ] Jul [ ]AugSep Se n Oct Oct Nov Nov Dec X] Dec Venlin [[ ]] Jan I ]] Feb [[X]] Mar XX]] r J) May [[ 1) Jun [ ] Jul [ j Au Se Rl Oct X Nov I) 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 T8 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 Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 8:40 AM I • . EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software • . ' • • • ! Page 4 of 4 FORM R405-2017 ENERGY, PERFORMANCE L'EVE'L,('E.PL.)` DISPLAY CARD - ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3848 Loon Ln, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor. NIA SHGC: d. U-Factor. NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. NIA New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 1 c. NIA R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1909.00 ft' 1909 b. N/A R= ft' c' N/A R= ft' Area 11. Ducts R ft' 120.00 ft' a. Sup: Attic, Ret: Main, AH: Main 6 381.8 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 1.000 ft. 0.257 Insulation Area R=0.0 1909.00 ft' R= fl' R= fl' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ fit n IVDAIW Date: Address of New Home: d Leo-, L City/FL Zip: ZC2,j, kStu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstal 01 %HE STg7F Lt7 u V 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. 17 • -- -"1•1N7/i0181 AO AMr• EnergyGauge&`USA 5 FIbRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 201.7' AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA r. r TABLE 402.4,1--,1°-,'% 0 ? : t:..Y. IReQARRIER AND INSULATION INSPECTION COMP9NflW CRITERIA Project Name: Lot 102 - 1827 UL Builder Name: Starlight Homes Street: 3848 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 sealed. Ceilinglat ic The air barrier In any dropped ceiling/soffit shall be aligned with The insulation in any dropped celing/soffit the Insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wail 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 jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage sublloor 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 unvenled crawl spaces shall be covered with Where provided Instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal -envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 sealed, concealed fire sprinklers shall only be 36fiKflers'^- ' r"' - sealed In -a manner that is recommended bythia manufacturer. c^.._. 4, . a, o... •. ,, _,.,,.o,«..,, s.; . o Caulking or other adhesive sealants shall not be used to fill voids fife rinkler cover plates and wall% or gifin a. In addition, inspection o log walls shall be in accordance with the prov s ons o C-400. 1/17/2018'8:40,AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-201,7 Envelope%Leakage Test Report Performance 'IIr fLORIDA ENERGY EFFICIENCY CODE 0.: d t ;FOR BUILDING CONSTRUtt TI.O,tV;" ., Envelope Leakage Test Report Performance Method Project Name: Lot 102 -1827 UL Builder Name: Starlight Homes Street: 3848 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinale or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined In Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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 Infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft end 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 dosed 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: a.•.:,..,k•• ,DATE:.. .-. a.. ^:: - 1 gsshri itr w•-1,7n7or rh-- •e 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)(Q, (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. SOD WE BUILDING OFFICIAL: il l'j Lra . n..rr 117.Ya/nr..r- . ... .rg.Mmrl rr..r..Tn,,.1r:r Ih•;• . •r+CNu•arAon. 111712018'8:40 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 . 146 /11' I., c r FORM R405-2017 Duct Leakage,Test:Report Performance Method r. FL OT IDA ENERGY EFFICIENCY COb. FO'R=6U'IL:DING CONSTRUG1 10•Nr'-''`•' 3 `' °'•°• Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 102 - 1827 UL Builder Name: Starlight Homes Street: 3848 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn-Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1909 House Duct Total Conditioned Floor Area) System Qn,out)• Leakage 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. t SIGNATURE: PRINTED NAME: Test Rater • i DATE. 1 /17/2018 1/17/2018 8:40 AMi " 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 OF„FIrIA : Y. •,vim. =,., .,. y,.,r-.,: ts. DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant 6 , Page 1 of 1 I Project Summary I Job: Starlight - Wyndham Pre... wrighisoft' ' " ".- Date: 4/18/2617 Entire House By: I' ' (Plan: 1827 U' Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRennergenergyalrcom Web: Www.energyair.com For: Lot 102 - 1827 UL, Starlight Homes 3848 Loon LN, Sanford, FI 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 15199 Btuh Ducts 2027 Btuh Central vent (62 cfm) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft2) 1910 1910 Volume (ft') 17760 17760 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 77 41 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Sensible Cooling Equipment Load Sizing Structure 14469 Btuh Ducts 3646 Btuh Central vent (62 cfm) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19314 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 576 Btuh Central vent (62 cfm) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load (Sen+Lat) 23757 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure `0.50 in H2O Static pressure 0.50 in H2O Space thermostat - Load sensible heat ratio 0.81 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE D VIdlfallc alueXU;ebeenma'nuallyoveirldden-'- t'y F"'H i:'s:t't;^•' Calculations approved by ACCA to meet all requirements of Manual 'J.8th Ed. wAghtisoft' 'Right 2018-Jan-17 08:37:02 C -Suite® universal 2017 17.0.28 RSU025M Page 1 AI.vA ... Specific\Wyndham Preserve\Lot 102 - 1827 UL.rup Calc = WO Front Door faces: S is Manual S Compliance Report I blob; Starlight - Wyndham Pre... wrightseft, l T. ` ,gate: 4118/2017 EnfirV House Energy Air, Inc .. plan 1827 U 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email. GRenner@energyair.com Web: www.energyaircom Project Information For: Lot 102 - 1827 LIL, Starlight Homes 3848 Loon LN, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6OF Sensible gain: 19314 Btuh Outdoor design WB: 75.9OF Latent gain: 4443 Btuh Indoor design DB: 75.0°F Total gain: 23757 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2OF Indoor design DB: 68.0°F Model: CH14NB0300000A+FB4CNP030L 104% of load 135% of load 110% of load SHR: 77% Heat loss: 18847 Btuh Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 = kW 93% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 77.9°F Entering coil WB: 64.3°F Entering coil DB: 65.9°F Capacity balance: 34 OF Economic balance:-99 OF 2018-Jan-17 08:37:02 wriglitsoft Right;Suita®,Universal 2017 1.7.0.28 RSUQ2s34 ' „ , ,' .:.. .- ;; . , : Page 1 iC4k_ Spectric\Wyndham Preserve\Lot 102 - 1827 UL.rup Calc = MJ8 Front Door faces- S , e. 4DUct System Summary Job: Starlight -Wyndham Pre... Wrightsoff ;:: r; 6 Date: 4/1812017 Entire House s t ; ; By: tneryfrnergy Air, Inc tnergy Htt Plan: 1827 U. 5401 Energy Air, Ct, Orlando. FL 32810 Phone, 407-886-3729 Email: GRenner®energyair.com Web: www.energyair.com For: Lot 102 - 1827 UL, Starlight Homes 3848 Loon LN, Sanford, FI 32773 Heating Cooling External static pressure 0. 50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0. 28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0,140 in H2O Lowest friction rate 0. 168 in/100ft 0.168 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 167 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln (ft) Trunk Bat h 632 33 20 0.377 4.0 Ox 0 VIFx 4.3 70.0 Beat c 1447 66 72 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3624 189 122 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 c 1812 76 90 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 Fam/Dln/Kit c 1785 64 89 0.174 6.0 OX 0 VIFx 35.5 125.0 stl Fam/Din/Kit-A c 1785 64 89 0.190 6.0 Ox 0 VIFx 122.2 125.0 stl Fam/Din/Kit-B c 1785 64 89 0.182 6.0 Ox 0 VIFx 29.0 125.0 stl Fam/Din/Kit-C c 1785 64 89 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer c 818 40 41 0.376 4.0 Ox 0 VIFx 4.5 70.0 MBa h 905 47 31 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Wed h 2781 145 96 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 Wic h 552 29 20 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy c 1079 18 54 0.170 5.0 Ox 0 VIFx 29.3 135.0 st2 Trunk ' Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 256 354 0.174 650 10.0 0 x 0 VinlFlx st2 Peak AVF 315 290 0.168 578 10.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018-Jan-17 08: 37:02 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 '.' , i i •' I Page 1 e ACCk . S ecMc\ p 9 p Wyndham Prescn e\ Lot 102 - 1827 UL.ru Calc = MJ8 Front Door faces: u r ' • i s OF Return Branch Detail Table mm aine'• rllle ` Site'(M)"- Htg jr'cfm) clg cfm) TEL ft) Design FR i Veloc fpm) Diani in) H x'W iii n '' Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx t t 2018-Jan-17 08 37.02 e i . •' wrightsoft*' Right -Suttee Universal 2017 17.0.28 RSU0253s ; • •I '. Page.2 ACACA ... Specific\Wyndham Preserve\Lot 102. 1827 UL.rup Calc = WS Front Door faces• •S I ' r' N 7 MBed loxio 89 erm 10x6 89 elm Fam/Din/Kh 6' 6 12 x 6 145 CFM 18 x 8 IoxI0 7' 89 drn 3VTR 6" 6" 8 x 4 47 drn 4" 8X4 I0x6 89 drin 101, 29 dm 4" VkAC VCR O20M 10x6 2 CI'm 14x6 6 10x6 90 CIM 14 x 6 24 x 18 VT 899 fISSIt OOCR C152 Bed4 10x6 Foyer 54 drn 4 TVTI 4 FAIx4MCfMeIndly4" 8x4 33 AHU ON METAL S D 7T 2.5 Ton 240V / 5KW HP 14x6 7" 12 x 6 189 drn Garage u Bed3 Iayi- - Wyndham Preserve_ Scale: 1/8" = 1'0" ght BnergyAir,,Inc-;,--, - . _1-411__ P ;if 6nned"fo-r" Page I Lot 102 - 1827 UL 401'EnergyAjr, Ct Right -Suite(& Universal 20175 17.0:28 RSU029343848LoonLNqrlando,.FL 32810Sanford, Fl 32773 2018-Jan-17 08:44:34' Phone: 407-886-3729 ... rn PreserveNLot 102 - 1827 UL.rup wwwenergyair:Corn GRenner@energyair.com IA I' ja t r- c x a) z m X 0 00 N). 4 N%Zl ilil:-Ma- OWN IA u 1'. 7, t 00 zm t c v a W o m r4 . 0 onr on ar -cin. y o WYNDHAM PRESERVE - LOT 102 N PLOT PLAN II M W J171 TRACTA ti N89'43'03'E 60.00 rye• lvoRw BwNa4RY uNE OF LOT 102 LOT 102 AREA = 6,900 S.F. DD&ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM _ PRESERVE LOT 102 Balldling Setbacks j ;. a gcks: Per construction plans for V..MDHAM PRESERVE'. City of Sanford, Seminole County, Florida. Fro}jt? = 25' Red . = 20' Sift- - 7.5' w LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA- 1,909 SQ.FT. GARAGE = 403 50.1717. ENTRY = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 43.1 X sop 3,927 SQ.FT. OFFILOT AREA CALCULATIONS 1,500 SQ.FT. AP ON = 114 SQ.FT. SRPEWALK - 300 SQ.FT. SOD = 246 SQ.FT. y: = TOTAL AREA S , . lJ AY = 519 SQ.FT. SimE " = 377 SQ.FT. D = 4,173 SQ.FT. 10.1. ' F j 0.5' r 39.0 , PROPOSED 1 STORY RESIDENCE 3848 LOON LANE ; h 1827 FIREFLY w i ELEVATION - U i 1 GARAGE - LEFT m LOT 103 fO FFE= 26.9 7.5- h 5.7 ; w aL x n 13.3 10.5' 10.5r, 20.0 PROPOSED CONC WALK w a S w--------- 10, UTILITY N EASEMENT (P) Q PROPOSED 5' t ' a• CONIC SIDFWAL K LOT 101 y u LOON LANE cuRe Ct CENTER 50' RIGHT-OF-WAY =` PCP —UNE (PRRATE ROAD) _ PCP 8P Is_IZN3 291.64' S89'43'03'W oo uippLEGENW.ADUSSD—Acow e lB—Ucensed Buaimeneas /D no9 /UtilRles/Sidewolk B— Backflow Preventer Sight Distance Easement S — Survey PRM—Permonent Ref. Monument R — Reported PCP —PermoneFit Control Point D — Description FP&L—Florida Power do Ught p — plat FFE —Finish Floor Elevation D..— Deed Book Water Meter O. R.—Official Records Book 00—Water Volvo P. B. —Plat Book 1--Fire Hydrant Pg.— Page ROO—Reclaimed Water Meter Elev.— Elevation IPCDa—Reclaimed Water Valve Conc.— Concrete 13—Coble Box BP — Brick Paver m—Telephone Box SW — Sidewalk EI—Electric Box FFE— Finished Floor Elevation Utility Pole CI — Curb Inlet Guy Pole 1-Ught Gil —Grate j• p Inlet Pole P. U.E —Public tility Easement t--Guy Anchor RCP= Relrrt-o?bbd Conc. Pipe OU--Overhead Utilities PVC -- F-5f vmyji NCS— No Cosier SF- Squorelife D. U.E.—Dralnarj)! FMGD : MA Gt i K P.K.-ParkeroI SIR 4at'4'/2" SPKD, Set PJE FIR - Found / FCM— Foundr•i MOriume Note: - So Chloride O—Storm Sewer Manhole Set ( Falls in Water) Sjonitary Sewer Manhole et VWo —Electric Handhole 1: 117 Easement COO —Clean Out 11 DISK XYM—Irrigation Control Valve on Nall a —Sign Iron Rod U17768 WM—Gate Water Valve dt Disk LB7763 12—Gas Meter 2" Iron Rod L87768 +11• —Existing Crada 1' Iran Pipe LB7768 a—Blow—oH VoWe Nail do Disk LB7768 --_—Drainage Flow Direction V Concrete _10.0—Proposed Desian Grade BUiI MI NG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. SURVEYOR' S NOTES: I. Current title infomroUon on the subject property had rat been furnished to GeoPoint Surveying, Ira. at the time of this plot plon• 2. Roods, wo*B. and other similar items shown heron 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 (NGV1)29). 4. Proposed grades d: finished floor elevations shown hereon am from the construction plan for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Pion is subject to matters ehown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole :County, Florida. S. Proposed information shown hosed on proposed/ supplied plan and/or instructions per client (not field verified) ZONIN DATt Z Ok to construct single family home with setbacks and impervious area shown on plan. 43.1 at. ifvle . 18V Fly-cfly -v, 6rL PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone ' X DESCRIPTION: LOT 102, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida a°' 4,- 555 Wlnderley Place, Suite 109 p L/ '•, Maitland, FL 32751 Ni. Y Phone: (321) 270-0440 41fE191SA U Fax: (813) 248-2268 0r. p"ItthiAtINLY) Licens ed Business No. LB 7768 GeoPoinnt Surveying,' Inc. Omes LS6915 Drown:JE Checked:JDL P.C.: Data Filer -plot FLORIDA PROFESSIONAL SURVEYOR ik MAPPER ND. LS69 NOT VAUD WRHOUT THE SIGNATURE AND THE ORIGINAL 01/ 20/18 Dwg:Btb>or fmt-tat10Z Order No: ^ USED SEAL OF A• FLORIDA UCENSED SURVEYOR AND MAPPER SEC. 17 — TWN. 20 S. — RNG. 31 E. I Field Bk: , E j • FF-- BUiI MI NG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. SURVEYOR' S NOTES: I. Current title infomroUon on the subject property had rat been furnished to GeoPoint Surveying, Ira. at the time of this plot plon• 2. Roods, wo*B. and other similar items shown heron 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 (NGV1)29). 4. Proposed grades d: finished floor elevations shown hereon am from the construction plan for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Pion is subject to matters ehown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole :County, Florida. S. Proposed information shown hosed on proposed/ supplied plan and/or instructions per client (not field verified) ZONIN DATt Z Ok to construct single family home with setbacks and impervious area shown on plan. 43.1 at. ifvle . 18V Fly-cfly -v, 6rL PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone ' X DESCRIPTION: LOT 102, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida a°' 4,- 555 Wlnderley Place, Suite 109 p L/ '•, Maitland, FL 32751 Ni. Y Phone: (321) 270-0440 41fE191SA U Fax: (813) 248-2268 0r. p"ItthiAtINLY) Licens ed Business No. LB 7768 GeoPoinnt Surveying,' Inc. Omes LS6915 Drown:JE Checked:JDL P.C.: Data Filer -plot FLORIDA PROFESSIONAL SURVEYOR ik MAPPER ND. LS69 NOT VAUD WRHOUT THE SIGNATURE AND THE ORIGINAL 01/ 20/18 Dwg:Btb>or fmt-tat10Z Order No: ^ USED SEAL OF A• FLORIDA UCENSED SURVEYOR AND MAPPER SEC. 17 — TWN. 20 S. — RNG. 31 E. I Field Bk: , E j • FF-- RECORD COPY II r.;1 it K wm* I3oft PALMERV CELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. 11 VAC LOADS INEC 2011 - 220.82QQ - (41) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COiMPRESOR (;a 100% TOTAL LOAD FOR AIR HANDLER tQ 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.82(B M- (411 CONNECTED LOAD 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 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 300 KVA I LAUNDRY CIRCUIT 1.50 1 50 KVA I 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 1.20 120 KVA I DISPOSAL(1) 0.80 080 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN(1) 111, LNG 7.20 RANGE/OVEN(2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 1 SUMMER KITCHEN/JENAIR GAS MICROWAVE CIRCUIT SAN pRD 1.50 2.50 2.50 KVA GFr'AR0 0 JACUZZI TUB CIRCUIT 40 AMP CAR CHARGER 4 80 45 9.601L30AMPPOOLCIRCUITQ7.20 60AMP POOL CIRCUIT # 1 V 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL LOADS)® 100% 10.00 KVA REMAINDER (GENERAL LOADS) Qa 40% 10.49 KVA SUB -TOTAL (GENERAL LOADSI INEC 2011 - 220.82(B)l 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(All 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RXCOMMENDED 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. MiTek® RECORD COPY RE: WPO102 - WPO102 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WPO102 Model: 1827 Tampa, FL 33610 4115 Lot/Block: 102 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MITek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 IT13030976IA01 1/23/18 I 12 I T13030977 I A02 11/23/18 13 I T13030978 I A03 11/23/18 4 IT13030979 A04 1/23/18 5 IT13030980 A05 1/23/18 6 IT13030981 A06 1/23/18 7 1 T13030982 A07 1/23/18 I8 I T13030983 I A08 11/23/18 9 I T13030984 I A09 11/23/18 10 IT130309851AI0 1/23/18 11 IT13030986 B01 1/23/18 12 IT13030987 B02 1/23/18 13 IT13030988 CJ1 1/23/18 14 IT13030989 CJ3 1/23/18 15 T13030990 CJ5 1/23/18 16 IT13030991,EJ7 1/23/18 117 I T13030992 I HJ7 11/23/18 I a 1 8 - 1 L 43 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 jurisdictions) 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. lots, 44 IAR N380 OF 0,` s: o4 OR 10i p N ALE %%%` Thomas A. Alban) PE No.39= MITek USA, Inc. R . Can 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type 1. ty Ply WPot02 T13030976 W P0102 A01 HIP GIRDER 1 2 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 5.00 P2 8.130 s Sep 15 20i 7 Mr r ex mausuies, inc. rue Jan 23 i 2: ro:54 ce ro rage r ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-MPOZNOAyC21DuHFOPm?KhkVNe133go7_uatkJW zsTrd 2x4 II 5x6 = 3xe _ 3XG = 3xe = Sx6 = 4 20 21 5 22 23 6 724 25 26 a 27 28 9 Scale - 1:66.8 A 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 15 14 37 38 13 44 = Sx8 = 6x8 = 20 11 Sx9 = 2x4 I I M = 5x8 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Verl(LL) -0 49 16 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 V9rt(TL) -1.14 16 >405 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.20 11 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 441 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0.8 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=2942/0.8-0, 11=2941/0.8-0 Max Harz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11_ 983(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5.7=-10532/3593, 7-8=-10532/3593, 8.9_ 6206/2124, 9.10- 6618/2245, 10.11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17.19=-3165/9503, 16-17=-3165/9503, 15-16=-3163(9496, 13-15=-3163/9496,11-13=-1982/6014 WEBS 3.19=-139/263,4-19=-531/1999,5-19=-3669/1256,5-17=0/527,5.16=-373/1169, 7.16=-683/426,8-16=-378/1177,8-15=0/527,8-13= 3664/1253,9-13=-530 1996, 10-13=-1401264 NOTES- (10) 1) 2-ply thus to be connected together with 10d (0.131'xX) nails as follows: Top chords connected as follows: 2x4. 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row a10.9-0 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 this design. 4) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' Th!s truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=lb) 2=983, 11=983. Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cert 6634 SW Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWG - yedoy dedpn pomrWore end READ NOTES ON THIS ANDWCLUDED IerrEK REFERANCE PAGE INa 7473 rev. 1OvOW/20/5 BEFORE USE Design valid for use only Ath Mllok®connectas. This dosign Is based only upon paaneters shown, and Is lot an Individual building component, not a Ines system. Below roe, the IxAdng designer must voAfy rho applicability of doslm pmaneters and plop etly Incorporate atls doslgn into the overall lxidng design. Bracing In fic ated Is to prevent buckling of InCNkluol trass web and/or chord members only. Additional temporary and permanent bracing WOW Is always regn0ed for stability and to proven) collapse with possible personal In)uy, and Property damage. For general gtldance rogadtrng the Ic"Icallm storage. delivery. eroctlo n and bracing of imam and truss systems. seeANSVTNI Otiosity CAlerlo, DSB-89 and &CSI Wilding Component 6904 Pork* East Blvd. Solely Information avallalle Wan Inffi Plate Waatute. 218 N. tee Street. Suite 312. Alexarxldo. VA 22314. Tango, FL 33610 Job Truss Truss Type 1.0 Ply WP0102 T13030976 WP0102 A01 HIP GIRDER 1 2 Job Reference (optional) Builders FdslSource, Tampa, Plant Glty, Florida 33bbb v. i 5v s OUR io cv i r nn r vw 11-wAna, n1Y. i vv Yao w ,c. rv.YY w.Y oyv c I D:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-gbxxakBayMu3VRgayT W ZEy2YOgPIZFN77EdISyZSTrc NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 Ito up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 1051b down and 1071b up at 15-0.12, 105 lb down and 107 lb up at 17-0-12, 105 Ib down and 107 lb up at 19.0.12, 105 lb down and 107 lb up at 19-11-4, 105 lb down and 107 lb up at 21-11.4, 105 lb down and 107 lb up at 23-11.4, 105 lb down and 107 lb up at 25-11-4, 105lb down and 107 lb up at 27-11.4, and 105 Ito down and 107 lb up at 29-11.4, and 203 lb down and 203 lb up at 32-0-0 on top chord, and 317 lb down and 109 lb up at 7-0-0, 81 Ito down at 9-0.12, 81 lb down at 11.0-12, 81 Ito down at 13-D-12, 81 lb down at 15-0-12, 81 lb down at 17-G-12, 81 lb down a1 19-0-12, 81 lb down at 19-11.4, 81 lb down at 21-11-4, 81 lb down at 23.11.4. 81 Ib down at 25-11-4, 81 lb down at 27-11-4, and 81 lb down at 29.11-4, and 317 lb down and 109 lb up at 31.11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12= 54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-156(B) 6=-105(B) 9=-156(B) 19=-317(B) 5=-105(B) 17=-58(B) 15=-58(B) 8=-105(B) 13=-317(0) 20=-105(B) 21— 105(B) 22— 105(B) 23_ 105(B) 24=-105(B)25=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-58(B)30=-58(B)31=-58(B)32=-58(B)33=-58(B)34=-58(B)35=-58(B)36=-58(B)37=-58(B) 38=-58(B) Q WARNWO - V*rUy d*dyn panunawt; and READ NOTES ON THIS AND BICLUDED MrFEK REFERANCE PAGE M9,7473 rov. 18111MIS BEFORE USE Design valld low use only with Mllek®conneclom This dew Is based only upon paamelers stwwn, arxf h for an IncMdu l b ldhlg component nor a Ittrss syslem. Before woo. the btAdbV designer mast verity tho cylpIlcohllh of d W pcaanoters and properly Incorpaote 91b dodUn Into the overall btAdtng doslgn. 9aehg trldcoted is to Ixovenl buckltrlg of hxllvkiwxrl tnrss web and/of chord members only. Additional tempofory and rernrasent broclrV M iTek' Is dwoys recnLod for stability and to prevent collapse vAlh posd3le personal W W and property dornage. For general gulda co regarding We IWxk:olkm, stooge. cfolNcry, owectionl and LvockV of tnraos and puss systoms. soeANSVMI Quality criteria. DSB-89 and SCSI Suadlrlg Comporaml 6904 Pork* East BNd. Safety IMarmotlon ovahabto don Truss Role Institute, 218 N. toe Streat. Sulle 312. Aloxandrkx VA 22314. T*npo. FL 33610 Job Truss Truss Type Iraty Ply P0102 T13030977 WP0102 A02 Hip 1 1 JWJob Reference (optional) Builders FastSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ex industries, Inc. rue Jan 23 12:16:55 2018 rage 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA7-gbxxak8ayMu3VRgayTWZEy2ak90WZF877EdlsyzsTrc 16 0 9 f 22.11.7 30.0.0 34-2.2 i 39 0 0 40.0.0 1.0 0 4.9.14 4.2.2 7.0.9 6.10.13 7.0.9 4-2-2 4.9.14 •0.0 Sx6 = 5.00 12 3x8 = 34 = ar4 II Sx9 = Sole = 1:67.2 PP pall-ah'sRqqlhm 7a roR- I 3x6 = 17 16 3x8 = 3xe MT20HS = 15 14 13 12 2x4 11 Sire = 06 = 3x4 = 3x6 = LOADING (psQ SPACING- 2-0.0 CST. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.34 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Ven(TL) 0.84 14-15 >548 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.23 10 Na We BCDL 10.0 Code FBC2014lrP12007 Malrix-SH Weight: 190lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpl 5.17 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0.8-0, 10=1490/0.8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4= 2802/1628, 4-5=-2576/1566, 5-7- 3527/2115, 7-8=-3527/2115, 8-9-2802/1628, 9-10-3009/1787 BOT CHORD 2-17-1520/2707, 15.17-1867/3526, 14-15=-1867/3526, 12-14=-1307/2555, 10.12=-1537/2708 WEBS 3.17=-181/253, 4-17=-35W765, 5.17=-1170 634, 5-15--W61, 7-14-397/344, 8.14=-643/1191,8-12=-56/353,9-12=-18=54 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extetior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except QI=lb) 2=411, 10=411. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban PE No.39380 MITO USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Verify dorlyn penmef*r* end READ NOTES ON THIS AND MLUDEO Mr/EK REFERANCE PAGE U1167073 mv. 169MIS BEFORE USE Design valid for use only with keleM conneclots. Nils design Is based only upon poiameters shown, and Is for an hdd10" building component. not a Inns system. Before rise, the btlking designer mtat voAry the applicablly design parofdesiameters and property dncarporale Oils design Into the a%=, building design. Bracing bddlcated Is to prevent bucrdhng of bndvkW tam web and/or chord members only Addlionot temporary and permanent aadng MiTek' 6 always regaled for sktAty and to prevent collapse wnh tossVe personal Wary and property damage. For gonaral grldanco rogadng the fabrication storage, delivery. erection and lracbng of tenses and inns systems wc-ANS1/TPI I Quality Worth, OSS-89 and BCSI auading Component 6904 Park* East Blvd Safety Information ovdpable from Truss Rate Institute, 218 N. toe Sheet. State 312. Alexandria VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty Ply WP0102 T13030978 W P0102 A03 Hip 1 1 Job Reference (optional) Builders FrtslSOUfCe, Tampa, Plant City, Florida 33555 B.13v s bep 15 zv1 r Mr i ex maustnes, inc. rue ,Ian 23 1z;ww evno rage i ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-n_3i?ODgUz8nll_y4uY 1JN7zry5H I9JOaY60wrzsTra 1•a0 S914 11•a0 i 1s80 22.4-0 f 28.0.0 33.2.2 I 39•10g0- 1. 0-0 5.9.14 5- 2 58-0 5.8-0 5 8 0 52-2 5 9.14 1-0 0 b5A1• 18 5. 00112 3x4 = 3x8 = 30 = 5x6 = Scale = 1:66.9 3x6 G 16 - " „ 12 US 5x6 WB= 3x8 = 3x4 = 3x8 = 5x6 WB= 5 4 IV." i f YL I s91S52S v45-9-14 Plateonsets (XY)-- 12:0-3-0 al-8) 14:0.3.0 0-2-4), (8:a3-o a2.41,110:a3-O,a1.81 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.68 Verl(LL) 0.32 2-16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Verl(TL) 0.88 2-16 521 18D BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 10 We Na BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 190 Ib FT = 2016 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.t 'Except' 13.15: 20 SP No.2 WEBS 2x4 SP No.3 OTHERS 20 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.7.13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. REACTIONS. (lb/size) 2=1490/a8-0, 10=1490/0.8.0 Max Horz 2= 70(LC 12) Max Uplift 2=- 391(LC 8), 10- 391(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2. 3=-2982/1802, 3-4=-2659/1565, 4-5-2422/1508, 5.7=-2926/1793, 7-8=-2422/1508, 8-9-2659/ 1565,9-10=-2982/1802 BOT CHORD 2- 16=-1531/2690, 14-16=-1509/2883, 12-14-1511/2883, 10.12=-1544/2690 WEBS 3.16- 327/379, 4-16=-353f735, 5.16-703/396, 7-12=-703/396, 8.12-353f735, 9.12-327/ 378 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.0psl; h=151t; Cat. 11; Exp Q End., GCpf=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2." wide Will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=391, 10= 391. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MiTO USA, Inc. FL CeR 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 Q WARNING . Verify deden peremetem end READ NOTES ON THIS AND INCLUDED IRTEK REFERANCE PAGE AWL7473 rov. IaGMIS BEFORE USE. Desvj n valk7 fa use only Win Mllelu® Connectors 1Ms deslgrl Is based only upon paanelers shown. anal b loi an t WNkAlal tAAding comPax nl. not a In= system. Before use, the brdidng deslpnch inial vedty the appikalbelty of ctoslgn paicaneters axl properly hcapointe this design Into the overall bu ilditV dosign. Beaahg Indkated Is to buck li of hldMdtal truss web and/or chard moinbois ody. Additional temporary and permanent tractrig M prevent g IsalwaysrecaAred for stability and to prevent collapse vAlh possible personal k*ry and properly darna0o. For ganotal guidance ieWdng 01e iTek' 6904 Parks Ease Blvd. fabrication, stotago. dellvoty. eroctkbn and braclrV of bussas and trim syshrns. useANSVTRI Quality Criteria, DSB-e9 and BCS1 Building Component Tanpo, FL 33610 Safety Information availablehornhuesRatehsOMe. 218 N. Lee Sheol, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Ply 0102Ory T13030979 WP0102 A04 Hip 1 1 JWJob Reference (optional) tdumers mrslbource, tempo. rram terry, rronoa as000 o. — o .-F r 1, ,.,, . r. .,.w.,,o,. 1— • o moo.. .. - ID:rbOYL3Jo1CV1 Ut FGSJd63xvpdA7•FAd4DmDSFHGeMuZ9ec3Gsag6AMS7mjrapCrySF Scale = 1:67.2 5x6 = 2x4 11 US = 4 5 6 3x6 _ _ t2 _ 3x6 = 30 = 34 = 3xB _ 3x6 = 30 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.77 BC 0.85 WS 0.30 Matrix-SH DEFL. Vert(LL) Vert(TL) HOrz(TL) in (loc) Well Ud 0.29 10.12 >999 240 0.68 10-12 >676 180 0.17 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 184 lb FT = 204L LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.t 'Except' BOT CHORD Rigid ceiling directly applied or 4.11.4 oc bracing. 11.13: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/slze) 2=1490/0-8.0, 8=149010-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4-2720/1661, 4.5— 2545/1628, 5.6— 2545/1628, 6.7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2-14-1501/2670, 12.14=-1113/2206, 10.12=-1116/2206. 8-1 0=- 1511/2670 WEBS 3.14=-32BrJW, 4-14-263/537, 4-12=-220/581, 5-12=-399/339, 6-12=-220/581, 6-10=-263/537,7-10=-328/389 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad noncwncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 2=371, 8=371. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.1990 MITek USA, Inc. FL Cart 6634 6304 Petite East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARKWU • varlly dagen pwwrWm end READ NOM ON TM AND WCLUDED MrrEK REFERANCE PAGE W7473 rev. IGV32016 BEFORE USE Design valid toe use only with MlleW conneclors, ltis dew is based only upon paarneton shown. and is la an individual tx110hg component, not a Was system. Before use. the bBding doslgner must verily the applicability of design paamelers and property hcorporalo this design into the overall banding design. Bracing tndicaled is to prevent bucging of Individual truce web and/or chord members only. Additional temporay and porrnanent boring WOW Is always required for stabalfy and to pevenl collapse wBh possible personal hiW and proporty danoge. For general guidance rogadng the lobkatlon. storage, delivery, ereetlon and braehg of Inmos and Mm syslams, s teANSt/FPl I Cuadty Criterb, DS6-89 and BCSI Budding Component 6904 Parka East Blvd safety Information available eom hues Plate hstiMe. 210 N. toe Street. Suite 312. Alexandria, VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Ory Ply WP0102 T73030980 W P0102 A05 Hip 1 1 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 12:16:59 2018 Page 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-jNBS06E40bOV 28LBJaVOoDFamIRV71j2sbV?jzsTrY 9.14 15.0.0 19.6.0 24.0.0 31.2.2 39.0.0 0 0 0 Nov1.- 7.9.14 7-2-2 4.6.0 4-6-0 7.2.2 7-9.14 -0.0 Ki:JE3 5.00 F,2 3x4 = 3x6 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014fTP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.t Except' 13-15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0.8-0, 10=1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) 1;•H 2x4 11 14 398 = Nam 3x6 = 30 = Scale = 1:68.3 CSI. DEFL. in Qoc) Well L/d PLATES GRIP TC 0.92 Vert(LL)-0.3214-16 >999 240 MT20 2441190 BC 0.99 Verl(rL) -0.70 14-16 >658 18D WS 0.50 Horz(rL) 0.17 10 We n/a Matrix-SH Weight: 189 Ile FT = 2066 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-5=-273811724, 5-6-2184/1457, 6.7-2184/1457, 7.9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2-16=-1514/2667, 14-16=-1012/2038, 12.14=•1014/2038, 10.12=-1524/2667 WEBS 3-16=-382/447, 5.16=-403/670, 5.14_ 80/420, 6-14=-2501187, 7-14-80/420, 7-12=403/670, 9.12=-383/447 NOTES (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qi=lb) 2=369, 10=369. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITak USA, Inc. FL Cart 6634 8304 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 A WARNING • Vwf fl das/en pamierere and READ NOTES ON THIS AND INCLUDED ADTEK REFERANCE PAGE Ata•7473 rev. 100MIS BEFORE USE Design vall l la use only With HIeW conneclors. thisdesign k based only upon parameters shown and Isla anaxllvkAral building component. nor a huss system. Beige use. the building designer must vodty the q plicul ally of dosIg n paranetors and properly IncoWato this design into the overall building design. 9acing axAcalod Is to prevenl budding of Individual puss wal> and/or chord members only. Additional lernporory and pemxmant bracing WOW Is always reclu ked for skMly and to pevenl collapse wllh posdAe personal Inf W and property damage. For general gr/dance regarding Ono KdAcollon, storage. delivery, etocllon and troci ng of tosses and toss systems. sooANSI/TPI I Cuaaly Made. DS8-89 and BCSI au0dhrg Component 6004 Pork* East Blvd. Safety Information available Dom bus Rate Instihrle. 218 N. toe Sheet. Stile 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply T13030981 W P0102 A06 Hip 1 1 IWP01102JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 12:17:00 2018 Page 1 ID:rbOYL3JolCV1U1FgSJd63xypdA7-BZlgeRFinuWMcCiXliSkx lTzA7xEaOsHWK3XAzsTrX 8.0 9 13.4.4 17.0 0 19.6 0 I 22.0 0 25.7.12 27.5.8 , 30.11.7 32.1 ).131 39.0.0 40-0-Q 1• e 0 9 5 3 11 3 7.12 2.6 0 2 6 0 3.7.12 1.9 10 3.8 1 1.11.8 6 1-3 1.0 0 5.00112 4x8 = 30 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 20 SP No.2 'Except' 6.8: 2x6 SP M 26, 1.4,10.13: 20 SP No.l BOT CHORD 20 SP No.1 'Except' 15-17: 20 SP N0.2 WEBS 20SPNo.3 REACTIONS. (lb/size) 2=149WO-8-0, 12=149WO-8-0 Max Horz 2=-104(LC 13) Max Uplift 2- 383(LC 12), 12=-383(LC 13) Sire = 3x8 II 5xe = 3x8 = 30 = 4x6 = Scale = 1:68.1 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TC 0.75 Ven(LL) 0.2916.18 >999 240 MT20 244/190 BC 0.85 Vert(TL) 0.7512.14 >609 180 WB 0.49 Horz(TL) 0.17 12 Na n/a Matrix-SH Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 4.10-0 oc bracing. WEBS 1 Row at midpi 5.16, 9.16 FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/1795, 3-5_ 2698/1712, 5.6- 1919/1302. 6.7=•1749/1239, 7-8=-1749/1239, 8-9=-1919/1302,9-11- 2698/1712,11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12.14=-1515/2637 WEBS 3.18= 356/4D4, 5-18=-311/567, 5.16=-584/438, 9.16=-584/438, 9.14=-311/567, 11-14- 356/404, 7-16=-529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerlor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=383, 12=383. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 3 I Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 68y1 8904 Me East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNWG . VeAI7 de0fin pWamolera and READ NOTES ON TM AND WCLUDED MTTEK REFERANCE PAGE MO-7473 rvv. lMMIS BEFORE USE Design valid low use only wpm W reke connectois. Rib design Is basod only upon parameters shown. and Is for an Individual txAdbng component not o Inns system. Betoie dare. Iho lxading derignoi must verity the apdicabelly of doslpn parameterspaandpxoperlyIieorate Ihb design Into the overall b tAd I ng dersign. &ocN h dlcoted Is to Ixevonl bucMing or Individual truss wob arxf/oi chord members only. Additional lernpaaiy and pemnanenl bracing MITek• b always iegrLed for slotAlly and to pievenl eolloyne with possaale porsorwl"aid lxopedy damage. foi general gdldaice regarding liv labricallo n, storage, dolivery, oiectkxn aril Ixacbig of trusses daxf tnm systems. seeANSI/TPI I Cuaary Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety lidormatlan ovallulAe born ]run Plate Institute. 210 N. too Sheol. sure 312. AlexoncWs. VA22314 Tampa. FL 33610 Job Truss Truss Type Ory Ply T13030982 WPOIO2 A07 Hip 1 1 IWPOIO2JobReference (optional) Builders FlrstSource, Tampa, Plant City, Home 33b66 a. tOV S aep 17 20i r MiT en mutrauros, nn,. t ue dan cu tc. r rv. cv.o reye . ID:rbOYL3Jo1CVIU1FgSJd63xypdA?-BJCrnGLYCeDDMHKJkdzTDIcSZTAzyUOVA4c3czsTrW 2000 oq 114e +3 4 4 i 10 00 19-6,0 , 25.7.12 3a1, B i 3s oa 400 0 1.00 a•oe s3•11 s7•tz s7.,z 13.11 a•o3 +•OO 04-0 Styles 1:67.9 3x6 11 3x6 = 3x6 = S.f>D l2 6 7 a 3x6 6 . o .. .o - 16 - -- - - sVm 4x6 = 30 = 3x8 = 3x4 = 4x6 = 20" 1065 19.00 194,0, 3900 10.6.5 a•Stt a•Stt 1065 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.85 BC 0.85 WB 0.82 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 *Except' 1.4,10-13: 2x4 SP No.I BOT CHORD 20 SP No.1 'Except' 15-17: 20 SP No.2 WEBS 20SPNo.3 REACTIONS. (lb/size) 2=1490/0.8-0, 12=1490 0.8-0 Max Horz 2=-116(LC 17) Max Uplift 2=-396(LC 12), 12=-396(LC 13) DEFL. in (loc) Well Ud PLATES GRIP Vert(LL)-0.2616.18 >999 240 MT20 244/190 Verl(Q -0.74 2.18 >626 18D Horz(TL) 0.17 12 n1a n/a Weight: 189 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4.9-9 oc bracing. WEBS 1 Row at midpl 5-16. 9-16 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3-2927/1809, 3-5=-2698/1733, 5.6- 1894/1302, 6.7=-1692/1261, 7-8=-1692/1261, 8-9-1894/1302,9.11-2698/1733,11-12=-2927/1809 BOT CHORD 2-18=-1517/2628, 16-18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5.16=-690/546,9.16=-690/546, 9.14-287/551, 11-14=-330/377,7-16-675 1063 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-" wide will lit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=396, 12=396. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No 9=1 MIT/k USA, Inc. FL Carl 66U M Parka East Blvd. Tampa FL 33610 Data: January 23,2018 A WARNING. VerW dealga paramahra and READ NOTES ON TMS AND INCLUDED AIREK REFERANCE PAGE N67473 rev. IOWM/S BEFORE USE. DwIM valid ror use oriy Wth MllekO conr=lom Iris dc*p Is bored oriy upon rxauneters dwAvn, and Is rot an kx9vlUKA t%*M p component not o htm system. Before use. the 1xAdfr+g designer mtat verily the upplicabaly of de W paaneton and properly Incorporate 01k design Into the ovetdl btAdhg dL•slpn. Btacing kxllcoted is to pevent btleldrng of 6x0ftluet truss web and/a Chad members ". Ad lllorxl tempaay and pemnawnl broctng M iTOW Is always togrlfod tot dabally amd to prevent coaapao vAth possible personal k*zy axJ property danoge. For gerwrat gtldance regading Ow k0ri batlm storcrgo, dL•INory. etecaon and btockV of tntssos and hubs systems soaANSVIPI I Quality Ctlterlo, DSB-89 and SCSI BuIlding Component 6904 Parka Eau Blvd. Solely INormatlon ovalic"e from buss Rate InsllMe, 218 N. lee Sheet. Stlte 312. Alexandra. VA 22314. Torrpa, FL 33610 Job Truss Truss Type City Ply WP0102 T13030983 W POIO2 A08 Common 13 1 Job Reference (optional) tsulfoers i irstbource, i amps, visor miry, rionoe aaaoo V. wv a aVv . CV . r ".., o. ,- .- .0" no . ID:rbOYL3Jo1CV1UIFgSJd63xypdA4•bBOzGTHb4puxTgR609fRZeNxPN9cRrWzU748Uz8TrU 8.0.15 + 1334.5 I T 25.17.11 3531-161 i 39.0.0 8a15 410.•4a0arB-0-15 60 Sx6 = 5. 00112 4x6 = 3x8 = 30 = 3x4 = 4x6 = Sole - 1: 65.7 LOADING (pst) TCLL 20. 0 TCDL 7. 0 BCLL 0. 0 ' BCDL 10. 0 SPACING- 2- 0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0. 87 BC 0. 85 WB 0. 88 Matrix-SH DEFL. Vert( LL) Vert(TL) Horz(TL) in (loc) Wall Ud 0.26 10-12 >999 240 0.74 10.12 >622 180 0.17 10 Na Na PLATES GRIP MT20 2441190 Weight: 190 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4, 8.11: 20 SP No.I BOT CHORD Rigid ceiling directly applied or 4.9.6 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpi 7.14, 5.14 13-15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/ size) 2=1490/0-8.0, 10=1490/0.8.0 Max Horz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5-6=-1892/1307, 6-7=-1892/1307, 7-9=-2697/1739, 9.10=- 2941/1812 BOT CHORD 2-16=-1519/2625, 14.16=-1172/2191, 12-14-1175/2191, 10.12=-1528/2625 WEBS 6. 14=-693/1080, 7-14-699/559, 7-12-285/549, 9.12- 328/372, 5.14-699/559, 5-16=- 285/549,3-16=-328/372 NOTES- (6) 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h--1511; Cat. 11; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1. 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except QI=lb) 2=399, 10=399. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITok USA, Inc. FL Cott 6634 8904 Parks East Blvd. Tampa FL 33610 Data: January 23, 2018 Q WARNING • Vedly deOgn parametom and READ NOTES ON TM AND WcLUDED NrrEK REFERANCE PAGE M4.7473 rev. 1003R0IS BEFORE USE Design valkl lot uso only with MITOW connoClors. TI1k design Is bawd only upon paamelers Mown, and Is for an Individual buldhV component. not a btra system. Before use, the bu kang doslpnon mtat verily the a301cu b11ty of doslgn pcacmwlars and properly Incorporate this design into the overall bnAdIng design. Brocing Wicated Is to prevent bucMV of kKPVk al huss web and/or chord members orgy. Addllonol temporary and pemdmenl txacIng M!Tek' Is always iegtbod lot stability and to prevent collcVse with possible personal iniuy and property damage. For general gultlalco iegading arse n slotago, del". erection and txaclng of busses and truss systems, KK ANSVIPIT Quality Crlterb. DSB-89 and SCSI BuOdIng Component 6904 Perks East Blvd.Iabticoll Safety Informatlonavailable from buss Note lintlMe. 218 N. lee Sbrref. Sulle 312. AlexardMa VA 22314. Tarrpo. FL 33610 Job Truss Truss Type I Oty Ply T13030984 W POIO2 A09 Common 6 1 IWPOIO2JobReference o tional Builders FirstSource, Tampa, Plant City, Florida 33556 6.t3u s sep ib zui i MI r ek industries, Inc. rue don 23 Q:i r:vo Nra r-age i I D:rbOYL3J01 CV 1 U1 FgSJd63xypdA4.Oj65uVKTNkGW K7Ah6HC8AG7YKaH5eHwllSnN1pzsTrR 9.14 13.0.0 19.6.0 0 0 32.2.2 90.0 0.0 06.9.14 6.2.2 6.6.0 i 260 I 6. 2.2 6.14 0 20 11 5x6 = 5. 00 12 34 = 6x8 30 = 30 = US _ 2x4 11 Scale - 1:65.7 LOADING ( psf) SPACING- 2-0.0 CS1. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Veri(TL) -0.14 10.12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 Na n1a BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpi 6-15, 7-15, 5.15 REACTIONS. All bearings 0.8.0. lb) - Max Horz 2- 119(LC 17) Max Uplift All uplift 1001b or less at joinl(s) except 2=-116(LC 12), 15= 429(LC 13), 16- 240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10- 583(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/186, 3-5=-130/447, 5-6- 160/594, 6-7=-161/595, 9.10- 819/453 BOT CHORD 2.18=•110/308, 16-18=-110/308, 15-16=-353/391, 12-14_ 301/689. 10-12=-301/689 WEBS 6.15=-732/422,7-15=-772/587,7-14=-153/438,9.14=-613/467, 9.12=0/273, 5. 15=-238/251, 5.16=-3551174, 3.16=-629/477, 3.18=W274 NOTES- ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psi; h=1511; Cat. 11; Exp C; Encl.. GCpi= 9.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 15,240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MITsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING. Ved0y deslpn pant nWaa and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIF7473 r4v, YOV31015 BEFORE USE. De3lgn valid fa use only vAlh lvaiekt9 connectors. Fhls design Is based only upon paameten shown, and Is lot an Individual Molding component. not a frus3 system. Boloro use. lho MDdr1g deslgnor must verity Iho applicability or design parameters and propony k1corp010to Ihb design into the ovoid) buldng design. Bating kxftoted Is to prevenl L=Mfrlg of Irldlvklual In = web and/of chord members only. Add illonal temporay and parmarwnl txachng M iTek' Is dvroys required for stability and to prevent collapse wtlh powbio personal bury and property damage. For gonoral guidance regadng the fabrk; allm storage. dollvery, eroctbn and bracing of fnr=os and Miss systems. so"NSM I QudlN Criteria. DSB•89 and SCSI Building Component 6904 Parke East Blvd. sWety Information drvdiabio from truss Plate Imatuto, 210 N. lea Sheet. Sulto 312. Alexandridl. VA 22314. Ton". FL 33610 Job Truss Truss Type Oty Ply T13030985 W POIO2 A10 GABLE 1 IWPOIO21 Job Reference (optional) Builders FIr61SOUfCe, Tampa, Plant City, Florida 335ee a.i3vsSep 1azv1iMnexindustries, inc. tueion c3rz;ivvozvio I D:rbOYL3Jo1 CV 1 Ut FgSJd63xypdA7-y5EsJALkvMW DZRK4DiFcGh5rZOrz6F126mG1 Scale - 1:68. 6 5.00 12 6£1-111! Eil 24 23 22 21 20 19 1840 1645 15 14 30 = 3x6 = 3x6 = LOADING ( pst) SPACING- 2-0.0 CSI. DEFL. iri (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Verl(LL) 0.24 10-12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 VBrt(TL) 0.65 10.12 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 HoFz(TL) 0.01 10 Na Na BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight: 267 lb FT = 200,19 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 PC bracing, Except: WEBS 20 SP No.3 1D-D-0 oc bracing: 12.14,10-12. OTHERS 20 SP No.3 WEBS 1 Row at mldpl 6-14, 7-14, 5.14 REACTIONS. All bearings 19.4-8 except 01=length) 10=0-8-0. lb) - Max Horz 2— 119(LC 13) Max Uplill All uplift 1001b or less at )oini(s) 2, 23, 24 except 14=-411(LC 13), 20=-278(LC 12), 15— 111(LC 18), 10=-191(LC 13) Max Grav All reactions 250 lbor less al)oint(s) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (Ib) - Max. Comp./ Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=- 52/269, 5-6---122/528, 6-7=-122/529, 7-9= 470/363, 9-10=-725/442 BOT CHORD 19.20_ 239/308, 17-19=-238/308, 16-17=-238/308, 15.16=-238/308, 14.15=-238/308, 10-12= 273/597 WEBS 6.14=-679/ 389, 7-14=-726/578,7.12=-313/589,9.12=-369/402, 5-14=-3DB/323, 5.20=-185/252, 3-20=-360/412 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7. 10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.1& MWFRS ( envelope) and C-C Exledor(2) zone;C-C for members and forces & MINFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 23, 24 except 01=lb) 14=411, 20=278, 15=111, 10=191. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Aibani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke Eaet Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. yaUy design jeww lw* and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473 rev. 14119MIS BEFORE USE Design valid low use only with lMoM connoctors. this closlpl S based only upon paanelers9wwn and b lot an lix2vlrhlalh ildliV component. not a miss system. Before use. the bnlldbng daslpncw msat vo4fy the applicability of design p aiamelors and pwoperly hcowpoialo it* doslgn into the overall building design Blocking bx9cated Is to prevent bricabng or kKRvklucd truss web and/ow chord mownbers only. Ac"Ibna l temporary and pernwnenl tlradng MiTek Is always wequlted lot sktAly OW to prevent collapse wllh Iws Ae personal bWy and Property Menage. For gonoral guidance log cMV We ksbwk:atbn storage. dolivary. mocilon arxf lxacbng o1 Irtases and Ini s systems seeANSVtPI I Quality C4tedo, DSB-49 and $CSI BuBding Component 6904 Pork* East Blvd Safety Information Ovallable train Miss Plate knsilMo. 218 N. Lee Sheel. State 312, Afexarxf4o. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0102 T13030986 WPOIO2 801 Common Supported Gable 1 1 Job Reference (optional) Builders FIrsISOUfCe, Tampa, Plant City, Flonde 33556 ti.iuu s Sep ib Zut w M11 ex industries, inc. rue don zs i2:1 r:ue cvia rage i ID:rbOYL3Jo1 CV I UI FgSJd63xypdA?-OIoEXWMMIle4BbuGnOmrovd$QOObrUBLO01 L8zsTrO 1.0 0 10.0.0 20.0-0 LO- , d 1-0.0 1 10.0.0 — 10.0.0 1-0.0 ki Scale - 1:35 3 06 = 3x4 = 18 17 16 15 14 13 12 3x4 = Sx6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grlp DOL 1.25 TC 0.13 Ven(LL) 0.00 11 rVr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ven(TL) 0.01 11 Nr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrlx•SH PLATES GRIP MT20 244/190 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Harz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12— 116(LC 13) Max Grav All reactions 250 lb or less at joints) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15t1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualilied building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0.0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' 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 III between the bottom chord and any other members. 9) N/A 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 1 g Thomas A. Albani PE No.X180 WTek USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vwf/7 design pnamHps and READ NOTES ON THIS AND INCLUDED AMTK REFERANCE PAGE M67073 rev. /Q0 MIS BEFORE USE De*p valid fa use only Wart Wlek® connectors. Inls dew is band only upon pma telers shown. and b for an In llvidti l building component, not a hug system. Before use. the Ixac9ng designer mttsl verity the applicability of design paamelers and pioporly Incorpoialo Ihb design into the overall Bracing Indicatod is to bucidliv at hndh4dtKl Inm web aril/or chord members only. Additional lemporad peyaid brackv TWelk' lx*cMV design. provenl Is always iecabed fa slabatly and to prevent collqxie wllh powlAe personal k*wy and property danage. rod general guidance regain" the fabrication sloiage, delivery, erection and txacing o1 trusos and frtmMiami, soQMSVMII Quality Criteria. DSS-89 and SCSI Su00hng Component 6904 Parks Easi Blvd. Safety Information ovallatle horn him Plate hutihAe. 210 N. lee Sheaf. sUlo 312. Alexandria. VA 22314. Terrpa. FL 33610 Job Truss Truss Type Oty Ply T13030987 W P0102 802 Common 2 1 JWP01102JobReference(optional) BullclerS FIrslbource, 1 ampe, want terry, Frorlae 33.-bb o. wv b OUP w cv g r mg 1 trw nw.. 1 ue van cv Rc. , .. , v cv.v r ayv . ID:rbOYL3Jo1CV1UllFgSJd63xypdA4-uULcksN_OzmxpkTSL7H4L6AFkCX7aAOLa4lauazsTrN 5.5.0 10.0.0 1400 20.0.0 +2000 11-000 i 0 5.5.0 ..5-SO 0 f Scale a 1:35.3 4X6 = 1 FFS tJ LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.16 6.8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(TL) -0.43 6.8 >534 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 We n1a BCDL 10.0 Code FBC2014/TP12007 Malrlx-SH Weight: 86lb FT = 2046 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.11 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=787/0-8-0, 6=787/0.8.0 Max Horz 2=-64(LC 13) Max Uplift 2-216(LC 12), 6-216(LC 13) FORCES. (lb) -Max. CompA%x Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849, 3.4-997/621, 4.5-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6-8=-681/1172 WEBS 4.8=-247/533, 5-8=-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-0-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=216, 6=216. 6) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cori 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q MWwG . Val17 dasdpn perom m end READWM GN TM ANDWCLUDED AMEK REFERANCE PAGE A07473 rov. fMMIS BEFORE USE Design valW fog use orgy vAnt Mllek9 carom"& this de*p Is based orgy upon paameters shown and Is to an individual building component, not a htas systeen. Below use. the bOdhg designer rntat verily the apt ilical llty of design Poamolers add pgopegly 1lc0gporate tilts design into the overall btOding design. Bracing indicated Is to provenf buckling of Individual hoer web aril/a chord members only. Addlllonal lemporay and permanent baring MiTe k' is always gegtbed for slabatiy and to txevent collapse wllh possadle personal hF+v and Ixoperly damage. Fa general gt/datce upardng the kixlcallon storage. delivery, election and Ixaclng of Trusses and fngss syslom& socANSIMI I Quality Criteria. DSB-89 and IICSI BulMkrp Component 6904 Parke East Blvd. Solely Information avolicoe horn htas plate Iralllule. 215 N lee Shoot. Stlte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply WPOIO2 CJ1 Jack-Qpen 4 0102T13030988 Reference (optional) WHOM Fust5ource, l amps, Plant tilty, monoa 33--,bb o. r ie s oep+ r a CV; a, w , c. , .. , w..+ ovv . ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN_OzmxpkTSL7H4L6AKtCINaDZLa4lauazsTrN 1-0.0 ! 1d0.0 , 1-" 1.0.0 Scale = 1:6.5 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Well lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert ft-) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 r a rVa BCDL 10.0 Code FBC2014/TPI2OD7 Maldx-P Weight: 5lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15fl; Cat. 11; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cori 6634 601 Parka East Blvd. Tampa FL 33610 Oats: January 23,2018 Q WARNING- YorD7 doslpn parameter, and READ NOTES ON DO AND WLUDED 4B7EK REFERANCE PAGE 4r116703 rev. IfYMMIS BEFORE USE DWW va Nd for use only with Mllek® connectors. Ms design Is based only upon paameters atnown. and Is for an bndiVolu l brddtrng component not a bras system. Bolao too, the txBdhng deOgner must ve41y the applk "ly of dosipn parameters and proporly Incorporate ihb design Into the overall ciing design. Bachg Indkaled Is to proveni bucMkng of b Wlvldtgl Inm web and/or chord members only. Adc8tlo4W temporary and permanent bracbng MiTek' b alv oW regt*ed for stability and to Ixoveni collapse with possible peraoxl k*" and property damage. Per gonaal prkiance 1eWdbng Ono klxkatlm storage. delivery. moctlon and Ixacbng of trusm aid him syslems, soeANSVWI I Ouaary Criteria, DSB-89 and SCSI Bundling Component 6904 Parke Eml Blvd. Safety InformoBon avdlWbte from truss Plate bu6lute. 218 N. too Sheol. Suite 312, Alexan hlo. VA 22314. Ternpe. FL 33610 Job Truss Truss Type Oty Ply T13030989 WP0102 CJ3 Jack-gpen 4 1 IWPOIO2JobReference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 B.1 su s Sep 15 201 t Me I ex industries, Inc. I ue dan za 1 z: r r:1 1 zvr o rege s ID:rbOYL3Jo1CV1U1FgSJd63xypdA7-Mgv_xCOcBHvoOu2luroJtl jV4AZJlpUokVBOlzsTrM 1.0.0 3.0.0 1-0.0 3.0.0 2x4 = LOADING (psl) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Maldx-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale. 1.10.8 DEFL. in loc) Udell L/d PLATES GRIP Verl(LL) 0.00 2-4 999 240 MT20 244/190 Ved(TL) 0.01 2-4 999 180 Horz(TL) 0.00 3 rUa rl(a Weight: 11 lb FT = 209L BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. GOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39= MITsk USA, Inc. FL Cart 6634 601 Parka Ead Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNp/G . va11T daa/en parameter* and READ NOTES ON TKIS AND WCLUDED 6WEK REFERANCE PAGE M67473 my. 100e7Re/S BEFORE USE Design valid foe use only with tva109 connectors. fnls design Is based only upon paiamolers shown. and Is tot an individual binding component not a Was spleen. Belote use. the txeadbng designee netat vedy the applicability of design paanefees and properly Incorpaate U* design Into the overall building design. Bracing Indicated Is to proveni budding of IndWual truss web and/a chord meinbees only. AdcBllonal temporary and pwmanenl beaec g M!Tek' is always iocluieed fat stat101ty and to prevent collapse with possUe perm l b*xy and properly danago. rot gonetol guidance eeWding Ow 69D4 Pork* East Blvd. klxlcallort stoeage, delivery, eeecllon and bating or Irises and MR systems woANSI/rPl1 Quality CdNrb, DSB-89 and 6C$1 Building Component TonePa. FL 33610saletyinformationavailablelearnhusPlatebnsllMe. 218 N lee Skeet. Sulle 312. Nexandift VA 22314. Job Truss Truss Type Oty Ply T13030990 WP0102 CJ5 Jack•Qpen 4 t IWPO102JobReterence (optional) Builders First5ource, Tampa, Plant City, Florida 33556 0.13V S b9p 15 ZV1 r MI I ex Inauslnes, Inc. I us Jan z3 1z;1 r; nz evna rage n ID:rbOYL3Jo1CV t Ut FgSJd63xypdA7-nTM9YOEyal t22drSYJYOXFbb7Mv263d1OEhyTzsTrL 1 •ao 5.0.0 1 0 0 5•0.0 2x4 = LOADING (psQ SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. ( Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale. 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- ( 6) 1) Wind: ASIDE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15111; Cal. II; Exp C; Encl., GCp1= 0.18; MWFRS (envelope) and C-C Exterfor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) - This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 904 Parka East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNWG • vedoy deeon pwwnetem and READ NOTES DN TN1S AND tNCLUDED MflEK REFERANCE PAGE 111117477 rev. 100MIS BEFORE USE Despn Wkl la the only vAan W1109 coMcclors. This design Is based only upon paarnelers showrt and If for an IndlMtlud rAAdbV component not a hues system. Berge use. the IXA" deslUm must verily Ina appolaabalfy of design paamelers and plopcMy incorporate thin design into the oveldl building design. Bating Inckoted b to b-xkWV of ixAvlducl truss web and/or chord members only. Additional tampaary a cl pemxmnl brool ng WOW preventE always regnbod la ata"lly and to prevent collapse vAlh possble personal hll+y and property damage. For general guidance regadng Me 6904 Parke East Blvd. rabrlcollorlslaage, delivery. aecllon and boring of Inasos and truss systrnms. sw ANSVM1 Qualty, Cdtedo, DSB-89 and SCSI Building Component Tamps, FL 33610 SafetyInformationovalic"a from Truss Plate hstlMe. 210 N. Lee Shoet. Sulto 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T13030991 W P0102 EJ7 Jack -Open 14 1 IWPOIO2JobReference (optional) BullaerS FIrS15011rCe• l amp8, Plant G1ry, morla8 33See 6.13455 *up 1 o 4v 1 / ml I BR Illumll lub, 11F. 1 uv v— cJ 1c—. 1c cv l v aye 1 ID:rbOYL3Jo1CV1 Ut FgSJd63xypdA?-r1TMOYOEya1 f22drSYJYOXFXT?JT263d I OEhyTzsTrL 1.0.0 7.0.0 1.0 0 i 7.0.0 L•n LOADING (psl) SPACING- 2-0.0 CSI. DEFL. in loc) Well Lid TCLL 20.0 Plate Grip DOL 1,25 TC 0.66 Velt(LL) 0.10 2-4 772 240 TCDL 7.0 Lumber DOL 1.25 SC 0.48 Velt(TL) 0.24 2-4 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=159/Machanical, 2=324/0-8-0, 4=78/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2= 85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale . 1:18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 205'a BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;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 psi bottom chord live load nonconcurreni with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=Ib) 3=102. 6) -This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 I'AITek USA, Inc. FL Celt 9634 04 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • yarfly dodyn ParanWWS and READ NOTES ON TM AND INCLUDED WMK REFERANCE PAGE 11194473 mv. 109MIS BEFORE USE Design valid for use orgy with MlloW connaclols. 8gs design Is based orgy upon pxadmneters atwwn, and Is to an hndlvkhlal buWh1D component not a buss system. 6e101e use, Me IMAd>ho ddalgnar must verily the appli abllty of design paalnelan and Property I ncor olalo this design Unto the ovoall biBdhng design Bracht; hxAcatod Is to prevent buckling or hxRvkfu01 truss web and/or chord members only. Additional temporary and pomnanent bracing Welk' Is always recOrod loci slabalty and to prevent collapse with possible personal "and properly damage. Fa general gtldo nce tegacI ng nre labrica11orL storage, delivery. oectlon and b iachng of Inrsses aril teas syslemse s, eANSIM11 cuaaly Criteria. DS6-a9 and BCSI Buft np Component 6904 Parke East Blvd. Safety Informafbn available hen truss Plate hnsilMe. 218 N. Usti Street, Salto 312. Alexancift VA 22314. Tarlpa, FL 33610 Job Truss Truss Type Oty Ply WP0102 T13030992 WPOIO2 HJ7 Diagopal Hip Girder 2 1 Job Reference o ,lanai diniaers I, irS150urce, I empa, vieni taffy, hlortoa JJbbb 0.1ou b aep Io du r r mr r ea mvusu rob, nnw. r uv Ian co 1c: If. Io cv I rase 0 ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA4-J311MuPsju9WgCC10FgnzlomAPdinVjnG2_FUvzSTrK 1.5.0 5.2.9 9.10.1 1.5 0 5.2.9 1 4.7.8 Scale = 1:21.2 N 2x4 = 2x4 = „ 5 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014rrP12007 CSI. TC 0.40 BC 0.61 WB 0.29 Matrix-SH DEFL. In Verl(LL) -0.05 Verl(TL) -0.13 Horz(rL) 0.01 loc) Well Ud 6-7 >999 240 6-7 >841 18D 5 nfa n1a PLATES GRIP MT20 244/190 Weight: 40lb FT = 2016 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=127/Mochanical, 2=445/0-10-15, 5=288/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2-145(LC 4), 5=-el(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/218 BOT CHORD 2-7=-276/707, 6.7-276r707 WEBS 3.7=0/308, 3.6_ 761/297 NOTES- (8) 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; End., GCpi=0.1% MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1.4-15, 68 lb down and 85 lb up at 1.4.15. 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7.0.14, and 50 lb down and 87 lb up at 7.0.14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2.15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5— 20 Concentrated Loads (lb) Vert: 8=44(F=22, 0=22) 10=-75(F-38, B-38) 13=-36(F-18, B=-18) Thomas A. Albani PE No.39360 MITek USA, Inc. FL Calf 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • Vedly dodpn parr Wwo and READ NOTES ON THIS AND INCLUDED AUIEK REFERANCE PAGE M V,7473 mv. f0'a MIS BEFORE USE Dosign vales Ior use only vela Mliek® connectors. ink design k based only upon Ixaameters sixmn. and Is br an inclM urd rxAdhp component. nol a Was system. Below tao, the 1xAdng deslgnel mtat vedty the ctppllccAAlty of doslgn paametem and popedy Incogxxoto this design into Iho ovaail btAding design. Bating Indicated Is to budding or IrK Wkhsal IrLms wob and/a chord members only. Addaoncn IcmWW and permanent txocln0 WOWproven, is alwan iegWred lop sidAlty and to lxevenl collapse with r»ssUe persondd haav and property damage. ror genoral guidance pegadhng the 6904 Parke East Blvd. lobdcatkxn, slorage. del". daoctbn Caxl MacI ng of insaes and Inca systems weANSVTPI I Cwaly Cdleda, DS11-B9 and SCSI Building Component Tampa. FL 33610SafetyIntormatla+ ovtlic"a, horn hues Rate Institute. 218 N. Lee Sheel. Sudte 312, AloxcroWm VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 dr For 4 x 2 orientation, locate plates 0-'he from outside edge of truss. This symbol indicates the required direction of slots in connector plotes. 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 dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-In-sixteenths Drawings not to scale) 2 TOP CHORDS M JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESP-1311, ESR-1352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. S. Cut members to bear tightly ogoinst eoch other. 6. Place plates on each face of truss of each Joint and embed fully. Knots and wone at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIAPI 1. 8. Unless otherwise noted, moisture content of lumber sholl not exceed 19% at time of fobrtcofton. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a nonstructurol consideration and is the responsibility of truss fabricator. General practice Is to comber for dead loud deflection. 11. Plate type, size. orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used shag be of the species and size. and In all respects, equal to or better than mot specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated dtherwise. 18. use of green or treated lumber may pose unacceptable environmental, health at performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front. back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY City of Sanford Building g and Fire Preventionw sa.S Product Approval Specification Form Permit # # 1 8 - 1 Project Location Address 0V1LDIi jo- SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 14, Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats d Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear. d +! Product ApprovaldbprUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. c7 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.Ddf https:/hvww.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 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.1.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.3.Ddf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 11 (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 1I (a) Inst 15036.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.udf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.Ddf Created by Independent Third Party: Yes 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II fa) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 1I (a) Inst 15036.10.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.ndf additional use limitations, installation instructions and product- Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: g8(ynd Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.2395. *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 wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick bap_. Product Approval Accepts: PTW3®'E- a Credit Card Safe https:/twww.floridabuilding.org/pr/pr app_dti.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659,9197 Florida Board or Professional Enbinecrs Ceniftcatc of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 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.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawinq No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA 99813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by 0 a $CHA4/0, *.-- Lyndon F. Schmidt, P.E. GENS.T No 43409 LL 9 STATE OF : W O • 40 4 O R \IDP'N eO N Ai -.0% Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 JVVRJ 117 I~' \I AV sic -Craft FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone' (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHZ" 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. I ctal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH Z z V N z 0 NJ YJ W = I W UL M J U_ J J W CC oLU i A a O s:=._:.>=_;:-;,_ ,;:,:::=v.rc w«_•::; .ut•wn••recraw.Rc r r-J.-: SWING.:_;:;;:: FRAME>:,:,:,:: ::::..:.:....:.•::.: :- :::. EXTERIOR INTERIOR 7 WA I INIrIIfIIA t/ l HORIZONTAL CROSS SECTION orl: m T29 (FTOP RAIL 1. 49 f"l— - 31Y SG >= 0.67) 10011111! 1!1171117111 42 46 EXTERIOR INTI CSINK l r (TYP.) INTERIOR EXTERIOR 4 A 4 A 4 3 3 3 8 40 7 INTERIOR EXTERIOR 10 U 9 10 3 HORIZONTAL CROSS SECTION 3 Shown w/1X sub -buck INTERIOR EXTERIOF E Z d W EXTERIOR INTERIOR J I.\ do. n o o MASONRY OPENING FRAME 2X BUCK STRIKE JAMB c N MASONRY 3 OPENING N 2X BUCK Ui N FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to mointoin the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. CLEA:.:A.:A..N..:CE..:..:...:..I.........:E......:A:..:N....:..:M...::........:.........:..... T:..,.TO MASONRY-TOADJACEN MENT""';.....:•...... . GANCHOR:.::::: . BUCK ANCHORING For DP > 48 PSF and DP<= 75PSF MASONRY J OPENING FRAME U TYPE. HEADJAMBS d 2x BUCK _ F FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF 2 TYP. HEAD JAMBS iE X o 0 FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar Joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN.`CL•EARANCE:::'.MIN:;CLEARANCE TO --'MASONRY ::.:...::::.:.: TO;ADJACEM.:;;:; HINGE JAMB N N En Ui MASONRY OPENING FRAME I BUCK FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP -= 75 PS` to i 0 WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.1 S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC ADDLE 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' --j in N o I-- 2.36" —T 19 20 HEAD d SID E8EJamb ih I 4.63" 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' Lo 33 SELF ADJUSTING SADDLE THREHOID 2.36' 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Auilioriaation No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the •'HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 8 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'•. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-1031A TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2 Drawing No. d by Signed & Sealed by No. FL 15036.7 RW Buiilldi g Consultants, Inc. (CA #9813) e° e4 SSr y;o Lyndon F. Schmidt. P.E. 3. Calculations Prepared by o°° , • G pj % v -m#Lyndon Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) SF •. F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance 0 Certificate of Participation issued by National Accreditation and Lr Management Institute, certifying that Therma Tru Corporation is STATE 0 F :• Lyndon F. Schmidt, P.E. manufacturing products within a uali assurance ro ram that complies9pqualityprogramp ISO/IEC 17020 Guide 53. 4 t` '•'c •' v` FS•<0RX o FL PE No. 43409 10/16I2017 with and Sheet 1of1 J' Neee i ir'Sa 0nt A vvvrcO sic -Craft-, RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT"' ind is in compliance with the 6th Edition (2017) Florida Building Code I ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. 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 ie details of this drawing require further engineering analysis by a hitect. tol 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 on overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE Of CONTENTS n pressures & general notes Glazing detail 53.13" MAX. OVERALL WIDTH 0z Z z 3 3 z o W 0 x W W = W ce < J U- JJ Uj a-' LU a O i a 01 o. CAlLKJ%..PF% INTERIOR HORIZONTAL CROSS SECTION 1.49" 3(Y' SG >= 0.67) EXTERIOR It e--% ob^wr^ad ft Aso 5' GLASS BITE 23 25 EXTERIOR INTERIOR 25 G >= 0.42) e frame screws) is INTERIOR SEE NOTE 1 J 25 U 29 G1 GLAZING DETAIL5insulatedglossw/ smc lite frame AL CROSS SECTION S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1/8" • TEMPERED GLASS FAIR SPACE TEMPERED INTERIORGLASS 25 22' J C25 24 18 G1 GLAZING DETAIL5insulatedglassw/ pvc lite frame 1/2" MIN. GLASS THK. 1 /8" TEMPERED GLASS FAIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 INTERIOR J INTERIOR EXTERIOR 4 0241. 11 1 iAl CSINK HORIZONTAL CROSS SEMN nng shown - inswing Shown w/1 X sub -buck 6 A 6 A 6 NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 Typ,) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NG S 5 5 EXTERIOR INTERIOR EXTERIOR I_ rrv] o o v o o s v slfMlfMlli lhl v oe w LU LL' Ole 0 w LLJ 1 u M Oe O d LU ' e d NJ NIW „b/l-t e a M .. M s • 9W3 NIW „b/t-1 NAl) NNIS•0 D!:: 0 C3 w CO Z Z 0 N i u c u n y 0 N Oc N0 a u Roc O ,., Q Mcc IN 1 W'Opc-5 a) -a e f I IMM M za CS SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ing shown - inswing proved EXTERIOR EXTERIOR SEE NOTE 1 l M z i Q INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR OWEXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn Sill at 4" in from et INTERIOR EXTERIOR Cfll 09 "% P r-Mp1040-W,n- I I CMDglb E AULLION OWN FOR FERENCE ONLY PORING MASONR OPENIN( 0 o FRAA N O 2X BI hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension ore not exceeded. MCLEARA.;NCE:; MINCLEARANCE NT:: T0-'MA:SONRY.` V "- TO:ADJA:CENT::- . ANCHOR:::::::: 21t N' n 4n I I I I I SEE DETAIL I to Y TYP. HEAD — JAMBS TYP. — IE a Z 1CKtoF CTYP. — N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 M OUTSWING L INSWING JOUTSWINGo • D INSWING LATCH & DEADBOLT DETAIL C63 DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 65 66 N N N HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) K 10 a SEE DETAIL 1 J TYP. HEAD & MASONRY JAMBS OPENING M ) TYP. FRAME 1 X BUCK a a SEE DETAIL 2 FRAME ANCHORING may be adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension ore not exceeded. MIN.::CLEARANCE;; MIN;;:CLEARANCE: TO.'MASONRY:."'-::' '" '.T.O:-ADJAC-ENT.•.`:; EDGE::::: s::ANCHOR El, o HINGE JAMB N fn Ui L INSWING M OUTSWIN 2)7Z4 INSWING LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh n WuuD 24 1/4"INIEKLIP1 SPAUR STEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.17L. 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 1 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/1 G' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I ! 66 3/1 G' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL ter",, 2.17' 16 OUTSWING SIDELITE 2. 59" Spocer 1. 68" 2.14' 1.68" I 1.69" ! • -1 RN ci c; :o II-- 2. T- 1 4.63" 31 BUMP FACE THRESHOLD I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". S. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031A Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab..lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) eia=fi iJl Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Lo, F • J ' /J o Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) oee ;.•`G F N S j,:•. ndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance .. , Certificate of Participation issued by National Accreditation and Management. Institute, certifying that Therma Tru Corporation is manufacturing products 0 ST =: f L 4 within a quality assurance program that complies with ISO/IEC 17020 and :• r yndon F. Schmidt. P.E. v L Guide 53. %O.••, f. ` • VO FL PE No. 43409 1 C ?•.• • 1011612017 Sheet 1 of 1 4, %p etrt:usi*i zs i soVV1\V 3sic-Craft. GLASS DOOR W/ SIDELITES NS WING / OUTS WING NON -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 Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tol 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 "HVHT') only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I in pressures & general notes I 13lazinq detail 68.S' MAX. OVERALL WIDTH L5ZZ Z O x w x W W W U- J LL d —! Q LU Uj O O T A EXIMUR T IN WA Igo V INTERIOR rl--HORIZONTAL CROSS SECTION LAJ 2 42 TOP RAIL LATCH STILE 1.49f" - G >= 0.67) T- 42 46 EXTERIOR INTEI HINGE SOLE K,-i 80frOM RAIL 5" GLASS BITE 23 25 EXTERIOR 17> INTERIOR 2 , 4 S SG >= 0.42) e frame screws) is SEE NOTE I 22 25 24) 29 GLAZING DETAIL 5 insulated gloss w/ smc lite frame HORIZONTAL CROSS SECTION YGLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 1.081, 1.53'_ veftre wr -r^a a nwas r25 v 8GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. I /till TEMPERED GLASS AIR SPACE I ff TEMPERED GLASS EXTERIOR INTI SEE NOTE I INTERIOR EXTERIOR 0.15" C'SINK TYP.) JZONTAL CROSS SECTION ving shown - inswing pproved 15' 0.15' INK C'SINK P.) TYP.) 8 7 r INTERIOR 00 Anm SEE NOTE 1 M) (50 1 EXTERIOR (1nl P I 12 SEE NOTI v - 11 14 , •. INTERIOR NOTE 1 M B 4 EXTERIOR • ° s J U 20 C A 6 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". CSINK UUMKTERIOR JTERIOR (in) ;' 1 (12) r; p V O e o p L low 63 19 zn: INTERIOR U Wfi 60 61 SS SECTION inswing r o INTERIOR 178 31 63 E s EXTERIOR 4-"'N VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHr-Water infiltration requirements INTERIOR INTERIOR EXTERIOR w/1Xsub-buck EXTERIOR INTERIOR M 2 K o V SEE NOTE 1 EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR 00 aU N d EXTERIOR SEE NOTE 1 l M D 0 J INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration A Q!r 'F///r/ SO M C19 SEE NOTE 1 INTERIOR EXTERIOR r2-**'N VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck U. NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR SEE NOTE 1 D II:C 7;I•171;L 3 II I I III IIII SEE DETAIL 1 to TYP. HEAD & MASONRY JAMBS v OPENING 0 o FRAME M TYP. i_ to NUO 2X BUCK to F TYP. F Ui SILL JL. SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ers may be adjusted to maintain the min. 28 4AX. ON CENTER" must be adjusted to vtor joints, odditionot concrete anchors N CENTER" dimension are not exceeded. lVIIN::.CLEARANCE:; M:INCLEARANCE; TO•MASONRY.:•:::' O`ADJA CENT:;:.: EDGE:..`.`:;':::.'`:`: ANCHOR:::":::`.:. Z„ 4„ 4" 27 M OUTSWIN L INSWING M OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 1 uturc n kSONF ENINI FRAM XI FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension ore not exceeded. C;LEARANCE. :MIN.CLEARANCE: TO'MA;SONRY--.- TO.:ADJACENT:` r;;:.:.::;::................... :..:•::................. ... .... ANCHOR• ...... HINGE JAMB LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING INSWING HINGE-WAIL Attac strike as sh. rrvvv cv i/y nvirn%.L:r i orn%.L:n JICCL 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 ALUM. STEEL 40 1 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN;.] 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4' L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW I STEEL N N O I 2.59" — llq 2.17' 16 OUTSWING SIDELITE Spacer 2.14" 1.69" 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Bo.,c 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate orAuthoriaation No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer'or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM 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 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) QF t ' 0410Lyndon F. Schmidt, P.E. 4. Quality Assurance eo`\' F G E•,'/`. oe', e Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is • (\ J 01409 manufacturing products within a quality assurance program that complies;: • k with ISO/IEC 17020 and Guide 53. - •— 53 ;• S i ; OF Lyndon F. Schmidt, P.E. FL PE No. 43409 10/ 16/2017 Sheet 1 of 1 •'•....... s S/rO t` ,o,, roc Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. 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. 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 g configurations using sill items #31 & #33 under the active door do not vents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes s 74S MAX. OVERALL FRAME WIDTH Z Z Z o i S2 _ LU liJ Wc = C WW G U- W J U- J JJ W W 0 x o O b A a EXTERIOR "o im 11 J INTERIOR (6 HORIZONTAL CROSS SECTION EXTERIOR 4.11" W' T 7p Eo I.Al I rLL T2342 TOP RAIL 43 LATCH STILE 1.49" 3W cl: AK (SG >= 0.671 T- K3 o.ts' INTERIOR EXTERIOR 21 I@ I 17 61 4 A 4 A 4 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOR I_ o o o v o ' • o. e VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHT' Water infiltration requirements I AZ 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 IAX. ON CENTER" dimension are not exceeded. MIN" CLEARANCE::.:MIN::QL.EARANCE; IIN...... •. ....:..:• ..........::.:::. . TO`MASONRY::;;:::;:; :,' .;TO: -ADJACENTOMENT:::.::::;''::::.........................:..::::::.:...:...:.:..:...:. .. I/dn 2„ V I v i yU O O to SEE DETAIL Islip iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY C; FAIL F TYP. SILL FRAME ANCHORING sonny buck construction 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. A LWANC EARANC-f-. TO.,-M JA-'SONR.Y-..---.-*: .":--T0.-'AD ACENT."'." DMENT.': .. i , ....... . C 11M 2" 4's MASONRY TYP, HEAD OPENING JAMBS FRAME 2X BUCK SEE DETAIL - 0271, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (OutsvAng) to SEE DETAIL still ASTRAGAL SHOWN FOR REFERENCE ONLY TF TYP. SILL — FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 HINGE JAMB 10 HINGE Df II I I SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE ONLY i O F FAIL TYP. 17 I SILL FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF L T ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN.:CLEARANCE.•`:..: MIN::CLEARANCE: TO MASONRY-:'.,"::::.::O:ADJACENT 1/4n 2n 4n 11 MASONRY TYP7.HHEAD OPENING JAMBS FRAME IX BUCK, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 SEE DETAIL I I to SEE DETAIL lot _ ASTRAGAL SHOWN FOR REFERENCE ONLY _ F TYP. SILL FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF n 63 U 64 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 rr? N HINGE JAMB 95.25' 91 18.39' 20.6S' 18.5' 14M 13) TYP. TYP. 3.25' SEE NOTE 1 II 0.06. 0.1Y. ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 7' 0.75' TWPnW AT THE T(1P ANTI vvvvu WOOD ONCRETE SCREW STEEL CRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.1 S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE 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 4LE END X 1-3/4" L. STEEL STEEL 19 Zp HEAD & SIDE Jamb M Lq 2.20" M 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.7S' —{ rn Lq y 33 SELF ADJUSTING SADDLE THREHOLD r L 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Volrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door wl Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermo Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) ZEpiiiS6iy0i, Lyndon F. Schmidt, P.E. o yea y 6 i 3. Calculations Prepared by o { ; 1'+/( v Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) moo ':•'(. f`: •,•• foLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. f,0 4:3409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thermo Tru Corporation is manufacturing products '0 0 Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and fp S l — OF a FL PE No. 43409 Guide53. :.ct' A% F;- et _% 10/16/2017 Sheet 1 of 1 0, •-. O R 0i` s VVI%V sic -Craft SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING WON -IMPACT" Z z 3 id is in compliance with the 6th Edition (2017) Florida Building Code z o ing the High Velocity Hurricane Zone (HVHZ). I id spaced as shown on details. Anchor embedment to base material c i LU Xo. W i t is required to be protected with an impact resistant covering that J J 3C. w J ofW HVHT' requiring wind bome debris protection this product is required to o mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the some as that shown for 2x buck b a A 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". 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail s 105.5' MAX. OVERALL FRAME WIDTH LI I_I V-1 II L Jim t7% I MUM \7%0 44 INTERIOR HORIZONTAL CROSS SECTION D2' 42 TOP RAIL 1.49" V 0.67) ( LrLL3 LATCH STILE 1-H 46 EXTERIOR INTEF d mitir.r.mis: /7—'\ MYRNA RAII 5" GLASS BITE 23 EXTERIOR ( 25 17> INTERIOR (2j, 5 G >= 0.42) frame screws) is INTERIOR SEE NOTE I welu& BITE 1/2" MIN. 26 22 GLASS THK. 21 EXTERIOR 25 1/8" TEMPERED GLASS AIR SPACE 1/8" 24 TEMPERED GLASS INTERIOR 25 GLAZING DETAIL 5 insulated glass W/ smc lite frame 24 18 LAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/81, TEMPERED GLASS EXTERIOR Q !,k2 I SEE NOTE I 14 50 11 INTERIOR 07 m L EXTERIOR r:-,20 CSINK TYP.) RIZONTAL CROSS SECTION iwing shown - inswing approved am nnb ad ticol 31 ", INTERIOR EXTERIOR P') ICI ill ICI LI I I I vvv INTERIOR r EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15, CSINK TYP.) 8 EXTERIOR 40 ' 20 INTERIOR 10 ,Y 12 C 4.— o o 63 19 yNa INTERIOR u 60 61 ASS SECTION inswing r4-"'\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHP' Water infiltrotion requirements Shown w/1 X sub -buck 0 6 s n e M]za o SEE NOTE 1 V EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing o approved EXTERIOR Z L EXTERIOR SEE NOTE 1 CM W z p L E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J s o e n• Zp A a u 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR r' VERTICAL CROSS SECTION Shown w/1 X sub -buck NOTE: 1. Anchors oss'y thru sill at 4" in from eac INTERIOR EXTERIOR D n s ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors AAX. ON CENTER" dimension are not exceeded. MIN:. -CLEARANCE :: MIN.: CLEARANCE: TO MASONRY•:::::::;: TO:ADJACENT: EDGE::::; 1/4" 2" 4" L Zv MASONR' OPENING FRAME --' 2X BUCK ASTRAGAL STRIKE JAMB DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) I I I I 1 I I I I I SEE DETAIL I I I L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)Typ. REFERENCE ONLY N F TYP. SILL SEE DETAIL I it i ii i i ii 2 FRAME ANCHORING Masonry 2X buck construction 63 U 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL n En N h N J HINGE JAMB SEE DETAIL 011ie TYP. HEAD S JAMBS ASTRAGAL SHOWN FOR M Typ. REFERENCE ONLY N F TYP. SILL SEE DETAIL HINGE JAMB FRAME ANCHORING Masonry I X buck construction s may be adjusted to mointoin the min. X ON CENTER" must be adjusted to or joints, additional concrete onchors I CENTER" dimension are not exceeded. M TO.MASONRY."..'..'....'`TO ADJACENT:;:::: EDGE':: ": ... . LATCH & DEADBOLT i HINGE DETAIL GO ) (67 63 95.25' 4,88" 18.39' 20.63' 18.5' 14.39' 13) TYP. TYP. 3.25' SEE NOTE 1 1.91" --1 ZI-- 0.06" 0.1 W ASTRAGAL DETAIL TYP. 13 4.S' 3.25' 2" 0.75' 11 THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 /,V 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; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL INER 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 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.91. X .25' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 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" 1.68' H 16 OUTSWING SIDELITE Spacer 2.14" jF 69" --j J- 3 T BUMP FACE THRESHOLD LOW P 2.1S' 1/2/2Q18 Florida Building Code Online a LA:.1C.1M11SCJCJ l• , 0 0, ' o 0 y BCIS Home I Log In I User Registration Hot Topics Submit Surcharge State & Facts Publications FSC Staff I SCIS Site Map , Links Sear a Product Approval1,Tbro USER: Public Userdbpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE r 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 301/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/hvww.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtHB572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.odf LJ 1,15332.2) RIES 420 ALUMINUM SGD, Approved for use in HVHZ: No Approved for use outside H_ _VHZ: Yes. Impact Resistant: No Design Pressure: N/A_ __ __ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE; RATINGS.' SERIES 420 ALUMINU M SGD OX, XO, XX 96"x80" NON. REINFORCED. Installation Instructions' EI 15332 R4 II 08-00498E.Rdf' Verified By: Luis Roberto Lomas 62514,_ Created by Independent Third P_arty_Yes, Evaluation Reports-___ 0 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.ndf 1533Z.4; SERIES 420 ALUMINUM SGD, SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96j REINFORCED' Limits se, Installation Instructions. Approved for use in HVHZ: No FL15332 R4 II 08-02249C.odf, 0 Approved for use outside_ HVHZ:___Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No; sCreated by Independent Third Party_Yes, e Design Pressure: N/A _ _ Evaluation Reports`_ _____ Other: REFER_ TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512969C.odf. 0 RATINGS; J Created by Independent Third Party:_Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.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 512970C.odf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.odf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510808D.Odf 15332.8 SERIES 430/440 ALUMINUM SGD sikiES_4*446 ALUMINUM SGD XXX 0" 143"x8NON' A REINFORCED' Limits of Use Installation Instructions 0 1/5/2p18 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD L Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf 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 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click halt. Product Approval Accepts: MN® Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspxlparam=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 313 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, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. e. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•, 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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 SMS OR SELF ORILLING 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 MANUFACTURERS 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 C-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. I TABLE OF CONTENTS SHEET NO. IDESCRIPTION 1 I NOTES 2 — 3 1 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS I av I ocsdanaR I DATC I APPROWD A I ADDED CHARTS 03/05/12 R.L. 8 RLVBEO PER NEW TESTING 10/29/13 R.L. C ADOEO FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALtATKIN OETMLS 07/30/15 R.L. E REVISED INSTALLATION'DETAILS 06/20/17 R.L. SIGNED: OWWO MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1ttt11Ir1AAA N 5 R' 04if GRATZ. PA 17030 NN" •INGE111,8T o,ff]]Il ttiz SERIES420SGO96• X 80' NON —REINFORCED NOTES o.((ATT^A !E, o2'4 1STATESOFsvF• 1OR10':• : NIRwx: orc Na. Rn F. A.Aouc 08- 001498 E ji SSIliNA i+Y1G Luis R. Lomas P.E. FL No.: 6251a NTS 02/23/09 1 OF 10 L. ROSERM LOW" P.E. 14=* 000F0R0R0LEWISVRLEnC270.'7 4364004 v9 db%u@* nwP..mn I FT HE 6 MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 17' rMAX D.C.1 G" MAX 17' MAX O.C. 10• 1- O LAX AGE ICHT 6 GLAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS 01 AND 42 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE.,48Isrx79• 2. MAXIMUM O.L.O.: 44 Wx 74 SAS' 6` MAX HARDWARE SCHEDULE ki 1) MT MOUNTED HANDLE SET (PART 09g•W-145) LOCATED 38 314- ON CENTER FROM PANEL BOTTOM 1)METALLICTANOEMROLLERS(PART496-17.195)ATEACHENDOFPANELSOTTOMRAILS OCICRPIwR ADDEO CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION OETNLS REVISED INSTALLATION DETAILS CHART aI WHERE WATER INFILTRATION RESISTANCE IS REOUIREO SEE NOTE 9 SHEET I Design pressure Chart (pso Fmm StrgB Panel and Total FramO Width n) ADM 30.0 36.0 1 420 1 46.0 in) 60.00 7200 8400 1 96.00 PCs Hay Poa Nag PC$ I Noy I Pas I Nag 60.0 40.0 55.1 40.0 i 462 40.11 1 43.4 1 40.0 40.0 cHARr42 WHERE WATER INFRTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design Pressure chart Frahm 5n& Panal and Tow Frame wdlh (n) Ova 30.0 36.0 j 420 48 0 n) 60.00 1 Moo L84.00 96.00 PCs I Nev I Pas I Nog Poa Noy Poa Nag 60.0 55.1 1 55-1-T 482 1 48.2 1 43.4 1 43.4 40.0 40.0 CHART$* NumbeF of aACAaF Loa UCRa FeOulrod Rat, Str1gb Panel and Total A w. warn (n) Height 70.o XO 1 42A 48.0 n) 60.4 710 1 64.0 96.0 HaS I Jamb I HaS I Jamb I N6S Jamb H65 Jamb 80.0 d 5 5 5 6 5 8 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET CRATZ, PA 17030 SERIES 420 SGD 96" X 00" NON -REINFORCED ELEVATION oawlt owc No. F.A. 08-00498 svuE NTS °An 02/23/09 -2 OF 10 L ROIBERTO LOMA.S P.E. I4321N700FORO RO LEWISVILLE. NCZ, 07 5+600-0AT9 /aorewglltrbmLp,rrnm OLTE APPROV00 03/05/12 R.L. 10/29/13 R.L. 12/06/13 R.L. 07/30/15 R.L 06/20/17 R.L. SIGNED: OW0/2017 v .\rENy-'9s i 1r• 0„l51 •• k 0 TTAATT.ErE OF it`• F OR10' • '' NA Luis R. LoMQ3 P.E. FL No.: 62514 T FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART r4 FOR NUMBER OF LOCATIONS REOUIREO 17' 6 MAX I O.C.0 r I 6' MAX 6' MAX 17- MAX O.C. 0. kx 4ME GHT 6' MAX O X CHART v Numharo/aacher faeaUonarevulraa Rum SYgo parba am Taal W Vvft (in),,, va 30.0 JSO 4:0 1 YA Has I JamO I HaS I Jam* Nis Jama H&S I J.mo D0.0 1 s 1 S 1 5 6 s 1 6 1 5 I SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RA11NG IMPACT RAT(NG SEE CHART #4 FOR NUMBER OF 140.0PSF NONE LOCATIONS REOUIREO SEE CHARTS 01 ANO 02 SHEET 2 FOR OTHER UNITS RATINGS NOTES. I MAXIMUM PANEL SIZE: 481,rx 7r 2. MAXIMUM O.L.O.: 44 5r 74 &r HARDWARE SCHEDULE HANDLE SET (PART 09944• 145) LOCATOO 36 314.ON CENTER EM ROLLERS (PART 4V9-17-195) AT EACH ENO OF PANEL SOT1 R{V I CAT( APPROYCO A; ADDEO CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN ImmALLATI0N5 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION OEUILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED FIN ELEVATION F.A. 1 08-00498 s iuc NTS wn 02/23/09 —3 OF 10 L R08ERTO LON44 P.E 14M W000l+OR1) RO LEMSVAtE, NC 27M 4-u-moo Q9 abm-sfifteusmv - SIGNED: 06/20/2017 G E N P' .`P pTA'E OF sv NAIL 1E`` Lu13 R. Lomas P.I;. FL No.: 62514 1/2' MIN. RCV190MS EDGE DISTANCE RN wre Appa to A ADOEO CNARTS 03/05/12 R.L. 8 REVLSEO PER NEW TESTING 10/29/13 R.L. WOOD FRAMING 1 3/8' MIN. EMBEMENT C ADOEO FLANGE ANO FIN INSTALLATIONS 12/C6/13 R.L. OR 2X BUCK OTHERS 0 REVISED INSTALLATION DETAILS 07/30/19 R.L. E I REVLSEO INSTALLATION DETAILS 06/20/17 R.L. MAX. SHIM 10 WOOD SPACE 1 3/8' MIN. t/4' MAX. SCREW EMBEDMENT SHIM SPACEr 1---- I INTERIOR EDGE2DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR E SET IN APPROVED SEALANT MIN. VENT MIN. VERTICAL CROSS SECTION csavc 1lISTAI416E 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 T06E DESIGNED W ACCORDANCE WITH ASTM E2112 po WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X &ACK INSTALLATION SIGNED: 06,20M 17 MI WINDOWS AND DOORS uc YY11111I,// 650 WEST MARKET STREET GRATZ. PA 17030 ir• ,1SERIES420SGO X 80' NON —REINFORCES FRAMEFRAME INSTALLATION DETAILS 9 • $'TAT OfCR#w lOMOT; • iSS:OMAi1 G\ F.A. Oro Ko R1v 08-00498 E sau[ NTS 0" 02/23/09 19W 4 OF 10 LYis R. Lomas P.E. L ROBERTO LO"O.S P.E. LAW 1V000FORDRD LEMTSV4LE NL::7Qj 414- OBS-O 9 dbawso winpocvn FL NO.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF GRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN 6 BED OF PPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUC7tlRE INSTALLATION NOTES: I. INTERIOR MID EXTERIOR FINISHES. BYOTNERS; NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KIMASTM E2112 r 1/2- Mll EDGE DISTA I V O SIAS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS i.' ...v A ocscKvnom MTE A?'WIOVO ADDEO CHARTS 03/05/12 R.L REVISEO PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND nN wSTALLAT10NS 12/06/13 R.L. REVISED INSTAUATION DETAILS 07/30/15 R.L. REVISED INSTAL AT10N OETA45 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRixTuRE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS oRm t 01YG N0. F.A. 08-00498 s ir<E NTS __, 02/23/O9 19=5 OF 10 L ROBERTO LOf4S P.E. 14JV WOOOFORO RD LEWIS VILLE AC TiV= 4'M4/d0609 rrus sbmalpram SIGNED: 06/20/2017 VOTTAT,•eu iv 0 OMA 1, S o Will R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1" MIN. AM9pN$ REr oesnmlloN WE APPAOV0 SEPARATION EDGE OISTANCE A ADDED CNARIS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. e " C ADDED FIANCE AND FIN INSUUATIONS 12/06/13 R.L. 1 1/4' MIN. 4 e• '% •• ' EMBEDMENT 0 REASED INSTALLATION DETA0.5 07 30/15 R. L. CONCRETE/ a• 1 1/4' MIN. EMBEDMENT E REVISED INSTALLATION OETNLS 06/20/17 Rl MASONRY BY OTHERS L 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK i- 7- 1/4' MAX. TO BE 1' v rSHIM SPACE PROPERLY SECURED MIN. EDGE INTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON I MIN 7EXTERIORINTERIORSEPARATION SILL TO BE SET IN v A BED OF APPROVED SEALANT 3/16' TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1 X ' BUCK JAMS INSTALLATION DETAIL CONCRETE BY OTHERS TO BE PROPERLY CONCRETEANASONRYINSTALLATfOv SECURED SEE NOTE 3 SHEET 1 a. • . -T a.• 1 1/4' MIN. NOTES: e• • EMBEDMENT A 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. a a : NOTSHOWNFORCLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE a DESIGNED W ACCORDANCE W TN ASTM E2112 SIGNED. 0612012017 z 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC L1111I'III 650 WEST MARKET STREET t'• LDy i VERTICAL CROSS SECTION GRATZ. PA 17030 v .'? No EN Sb`9`P/ice CONCRETEANASONRYINSTALLATION SERIES 420 SGO 0 6 tr 96' X 80' NON —REINFORCED k5FRAMEINSTALLATIONDETAILSD $TAT Of tam oaArn owc roo av f- jPsi`4000 G?: 08-00498 E j 7ONAorzNTS02/23/09 6 OF 10 7 R09ERDLEWS9P.F. I412 N'SO."m RO LENaSVRL 27Q27 Luis R. LomG3 P.E. aT+•sesoeo9 aom sLpwmu,w m„ wm FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 110 WOOD SCREW EXTERIOR II II II 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 1 3/8' MIN. EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE 10 WOOD SCREWS E SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT MIN. 1ISTANCE 1 /4' MAX. SHIM SPACE rlcvtsod 00CRIPtION arc A9pam ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADOEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OEGIIS 07/30/15 R.L REVSED INSTALLATION OETAILS 06/20/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL W000 FRAA/WG OR 2X BUCK INSTALLATION SIGNEO. 0&2=017 MI WINDOWS AND DOORS LLC 10%%IIIIII/I 650 WEST MARKET STREET J S R' O,y i GRATZ, PA 17030 GENs 9 P 5 * = SERIES 420 SGO96" LA X 80" NON -REINFORCEDOTAILSFLANGEINSTALLATIONDETAILS NAid OF io'PFs; :c O R1aT: G?: owam oA+c Na Nw 08-00498 E i/S/DNA 11;V Luis R. Lomas P.E. FL No.: 62514 suu asNTS 02/23/09 7 OF 10 L RWRTO LOU"P E. IANW000FORDNOLEWISVLLLE XC2=1 43&4"-OW A%Ml5qkkMwrwm 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF ORILLINC SCREW INTERIOR ILL TO BE SET IN I BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CIARITY. 2 PERIMETER AND 101NT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE OISTANC 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS A . — GAGA GATE APPROWO A I ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L 0 REY;SED INSTALLATION DETAILS 07/30/15 R.L E RENSM INSTALLATION DETALS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE 4NSTALLATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON-REINFORCEO FLANGE INSTALLATION DETAILS OMM1t ouc iro. F.A. 08-00498 C#AE NTS 02/23/09 —8 OF 10 L ROWATO LOWO P.E. 1:M %V00F0R0 RO LEWLSVUE KC ZM= SIGNED: OWWO PA0 5 •*= TE OF a Q A• mow` Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY 1/4' MAX. BY OTHERS r SHIM SPACE OPTIONAL r1XBUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 3/16- TAPCON INTERIOR Rn atvlsbNs 013cft"M O.TE APPROVID A ADOEO CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTWG 10/;9/13 R.L. C AOOEO FIANCE AND FIN INSTALLATIONS 12/06/13 ILL 0 REVISED INSTALLATION OErAILS 07/30/15 R.L. EMBEDMENT 1 MIN. E RENSEO INSTALLATION OETAILS 06/20/17 RA_ 1/4- MAX. v SHIM SPACE 1- rMIN. INTERIOR EDGE DISTANCE MIN aSEPARATION 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED Of CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRET&MASONRYwsTALLATIQN 1 1/4' MIN, a•', EMBEDMENT 2 7/8- MIN I- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEOAASONRYINSTAL AT110N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8YOTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT SYOTHERS TO 8E DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST NPAK17030ET STREET t1N11"III/,, ENSF ;s GRATZ. SERIES 420 SGO 51 cm* 96" X 8NON—REINFORCEDFLANGE j0k5INSTALLATIONDETAILSTATEOFOPAM owlet ryaa Rd i'" •'c[ORIaT:• F. A. 08—g0001498 OFIO E S..... ONE NTS02/23/09 9 L. ROGERrOLOwA,4P.F. usz LVL7i00FOW RO LEVOSMAE, M 270" Luis R. Lomas P.E. FL 47+4i!•O n ft-U20& n =WA=" No.: 62514 WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4' MIN. EMBEDMENT 1/4' MAX I SHIM SPACE INTERIOR APPROVED SEALANT BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWOOR2X8UCKWSTALLATI0N METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. gB PROW EMBEDMENT WOOD FRAMING SCREW 4E;:7 B. OTHERS INTERIOR 1/4' MAX. HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. r--T EDGE DISTANCE L RtvIwNs o6envroN arc APPROVED ADDED CKAM 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE ANO FIN INSTALLATIONS 12/06/13 R.L. REVISEO INSTALLATION OETNLS 07/30/15 R.L REVISED INSTALLATION OETNLS 06/20/17 R.L 1 5/8' MIN. EDGE GIST TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — L SHIM SPACE 010 SELF DRILLING R INTERIOR VERTICAL CROSS SECTION V.000 FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS i-9. NOTES: 1. INTERIOR AND EKTPRIOR FIVSHES. BY OTHERS. Nor SHOWN FOR CLARm 2. PERIMETER AND JOINT' SEALANT 8Y OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM —s, SC EW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP — r SCREW ED I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOO FAAMWG V1/ 4' MIN. DMENT T 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/ 16- TAPCON EXTERIOR ' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY"" ONCRETI< MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCEO FIN AND HOOK INSTALLATION DETAILS DRw'It ONC NO. F.A. 08-00498 MAU NTS 041E 02/23/09 w-10 OF 10 L $10ORro wAIAS P.E. I4V N1000FORD RD LEwISwuE. Nc.70S1 A3&m4m ewe Harp, mN SIGNED: 0612012017 S 51 1111`/ 0 i/'' 0 512*. k OA Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY Of THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO 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 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 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13, ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF Ce0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX. X1P. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS acvato"s 000ft"" an N lowo ADDED nANGE AND FIN INSTALLATION 12/10/13 R.L. RMEO INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 RL SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC ittIITn//; 650 WEST MARKET STREET S GRATZ. PA 17030 a 6SERIES420SGOREINFORCEDWITHOUTADAPTER 96" X 96" NOTES TAT E OF • k, OR 1OV.- s ONAL1v IoN` 08 9 C YLi3 R. Lomas P.E. stxt NTS °A 10/30/13 s''t OF 10 L,ROSERTOLOwSP.E. 1u¢w000FORORDLEWISVILLEAfCZ= CW4841. 009 AomssQ"anawrnm FL NO.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REOUIREO 6- ""A" I 170' MAX C. 6- MAX 6' MAX 17' MAX O.C. 96- MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA nVG IMPACT RATING 135.OPSF NONE SEE CHARTS sI AND s2 FOR OTNEA UN17S RATINGS NOTES. I. MAXIMUM PANEL SIZE: 48 Ur. ar 2. MAXIMUM 0.L0.: 44 St7'x 90 Sq, TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL 63-T8 REDVFORCEMENT (666) AT ALL PANEL 01TERLOCI CHART /I WHERE WA TEA INFILTRATION RESISTANCE IS AEOUIRED. CRC un a eurcr . n(NSIONS nLv 00CRP1ION 0/SE APPROVED A AWED FIANCE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DEINLS 06/03/15 R.L. C REVISED INSTALLATION DETAILS 06(21/17 R.L Design pressum Chart (pso Frgre 5110b PJW aa0 ToW Fam WdM (N) H3" J0.0 36.0 1 420 44.0 ti) 60.00 7200 1 a400 96.00 P0s Nag Pea Np Pos Np PCs Np H.0 40.0 BA 40.0 505 a0.0 45.7 40.0 420 rfio 40.0 sss 0.0 a60 0.0 43.0 38A 79.4 920 a0.0 52a 40.0 45.4 40.0 40.6 37.1 37.t 1N0.0 40.0 4A6 40.0 411 36A 38., 35.0 35.0 CNAAT A22 WNEAE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design proswrs ChM (ps0 Frame 51090 Fall Ono TOW Fame Wd01(a) M J0.0 1 Mo 420 A" 1R1 60.00 72.00 00 90.00 Pos Al" Pos NOR PCs Nag as Np a[o 50. 51L, 50.8 50.9 a5.7 aS.T a2.0 a20 Dad 552 2 43.0 4-0.0 a3.0 a3.0 39 s 39, 920 62, 62A 45.4 a5A 4U.0 40.0 37A 37.1 9a0 49.8 49.6 43.1 4a.t 38., 36., 35A 3S0 CHART49 Humbw oI onMor IoCotlons ro01rlrod Frame Snpb %n01 and TOW Fame WkM (R Height 30.0 30.0 1 420 46.0 60.0 720 ea o 96.0 HaS Jamb His 1 .lamb I HAS Jamb NaS 74mb Sr.O 4 6 5 8 6 6 8 8 aa0 8 5 6 8 6 8 6 120 a 6 5 6 6 6 8 6 90.0 4 6 S 6 6 6 8 8 MI- WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96` X 96' ELEVATION V.L 08-022AS srxt NTS D"E 10/30/13' s'w2 OF 10 L ROSEATO LOWO RE 14i' WOOOFOAO RO LEW+SWLLE. NC 27M 4v4uo 09 r0aam SIGNEO: 0&21/2017 R. NIO4'9sF ,s tt• 0 POp S ONA `t a\1`0 Luis R. Lomas P.E. FL No.: 62514 c M FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART S4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 17' MAX I O.C. I I 6' MAX I I 6' MAX 1 7 MAX O.C. 6' T— AX 4ME GMT 6' MAX 1 AN SERIES 42O SGD REINFORCED WITHOUT ADAPTER AT) $ Ll HORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REOUIREO t35.0PSF NONE SEE CHARTS 41 AND 82 SHEET 2 FOR OTHER UN TS RATINGS HARDWARE SCHEDULE wc,111)) LAT MOUNTEO HANDLE SET (99-04.1451 AT 36 3M• ON CENTER FROM PANEL BOTTOM ETAL ANOEMROLLERS(99-17-195)ATEACHENOOFPANELBOTTOMRAILS MINUM6063-TGREINFORCEMENT (668)ATALL PANEL INTERLOCKS RLV I CESCRP11014 we Appmna A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L 6 REVISED INSTALLATION DETAILS 06/03/15 R.L. C I REVISED INSTALLATION DETAILS 06/21/17 RL NOTES: 1. MAXIMUM PANEL SIZE: 44 hr x 95• 2. MAXIMUM D.LO.: 4a SIB•R 90W CHART a4 Number o/ anchor locadamormulrod Frame S4gb RIMI Ond Tacd Urd Width (r) fbighl 30. 4 36.0 420 1 4&0 IN 60. 0 720 d4.0 9" H&S I Jamb Has Jamb Has lamb H&S Jamb 4.0 4 6 5 6 6 6 6 6 86.0 4 6 5 6 8 1 8 6 6' 920 4 6 5 8 8 6 6 6 90.0 4 8 5 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 95" FIN ELEVATION L1 08- 02249 NTS a" R 10/30/13 Si0R3 OF 10 L aWFIrO LOMA$ P.E. 1422 61000AOR0 RO LEMSVA.LE. AC 27= ra+6e9osos rawrla7 Hornupr.cam SIGNED: 06/ 21/2017 to I ILIO J •.7 i pAn TAT SE OF i0 Lu( s R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 1/4' MAX. SHIM 10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO INACOOROANCEWITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. cvvc wzlMCE FLVI$pN$ ocxATv lIa1 y, AD= FLANGE ANO nN INSTALLATION 12/10/13 R.L REVISED INSTALLATION OETAAS OE/03/15 R.L. 1REVMOINSTALLATIONOETAILS06/21/17 R.L. 1 3/8' MIN. _ 1/4' MAX. EMBEDMENT SHIM SPACE T- INTERIOR 1/2' MIN. EDGE DISTANCE —_ 10 W000 :;i SCREW EXTE w00o FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS t1WDFRAMffiGOR2X6UCKINSTALLATI0N SIGNED. 062112017 MI WINDOWS AND DOORS LLC 0%1111111111 650 WEST MARKET STREET GRATZ. PA 17030 5 R. toAiAo, Se.''Jii SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1k• 0 - 9TA X 9 FRAME INSTALLATIONO N DETAILS 51 pa, t Ep • TAT Of aftao are NO. Rev 08-02249 C scA LL NTS of 10/30/13 S"E A OF 10 L. ROURTO LOwAS P.E. 1432 NOODPQ- RO a-zv LLE NC=0 Luis R. Lomas P.E. Au4n."n --SvpW wp..mm FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE r 1/4' MAX. I r SHIM SPACE 010 SMS OR SELF ORIWNG SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. 04TERIOR AND EXTERIOR FINISHES BY OTHERS NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DES/GNEO IN ACCORDANCE WRH ASTM E2112 T 1 /2' MII EDGE GIST/ I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I.' ...v namora oc$cRvr4w WIt "VPRWfl1 AOOEO FLANGE AND FI:1 INSTALLAT10N 12/10/t3 R.L, REVISEO INSTALLATION'OETNLS 08/03/15 R.L. RVASM INSTAW1TION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS CRAM OdC Mo. p V.L 08-02249 sALc NTS o"R 10/30/13 gi01T5 OF 10 L. R05VTO LOMAS P.E. 1437 W000FORD RD LEw15v/uE MC 2707J 4364se4 m .axnr rnaso..aa+r SIGNEO: 0&21/2017 51Lye x • (. e+F 13 TAT OF O IONAi`G\?\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r a' • 1/4' MIN. MBEDMENTTECONCRETE/ 4' MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1x eucK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I+ I INTERIOR SILL TO BE IN A BED OF APPROVED SSEALANT A •.4.• -i a, 1 1/4' MIN. a• • ' . EMBEOMENT 4" e 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1VVlSIONS ccK"T M arc AwAWEO ADDED FLANGE AND FIN 1N$TAl1A1roN 12/10/13 R.L RASED INSTAUATIDN OETAU 08/03/13 R.L. REVISED INSTALLATION OETAXS 06/21/17 R.L 1 1/4' MIN. EMBEOMENT 1/4' MAX. 1' SHIM SPACErMIN. INTERIOR EDGE DISTANCE Jima 3' a ' • MIN N aSEPARATION 8 3/16' TAPCON EXTERIOR " CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL Ix BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERfOR AND EXrERfOR FINISHES. BY OTHERS NorsNowNFORCLARfrY. 2. PERIMETER AND JOINT SEALAAfr BY OTHERS TO BE OESIGNEO INACCORDANCEWTH ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 1111111rIII 650 WEST MARKET STREET 5 R'. to ,/ GRATZ. PA 17030 r .'\G E N SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER Zir• 00 6cor,1r 9x 9 FRAME INSTALLATION DETAILS ra k5 E T D • TAOF :, Z O"w owcMo. ecV iO F•RORIO;•? V.Lsitof 08-02249 C NTS 10/ 30/13 S101T6 Of 10 IIIIIl11 L RODERTOLfA WP.E f4,T7M0WFOR0ROLEWASvXLEN(: ZTpy Luis R. Lomas P.E. 3c•al64M dmusf*ftnrprcvm FL NO.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3%6' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4' MAX, SHIM SPACE B10 WOOD SCREWS EXTERIOR LL U UJ INTERIOR f0 BE SET IN OF NED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION KOOO 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 OESIGNEO IN ACCORDANCE KITH AST M E2112 1 3/6' MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE RLNSIOrtS 0CS0RvnW anE APM10Ym ADDED FLANGE AND nm INSTALLATION 12/10/13 R.L. REVISED 1NSTALLATIoN DETAILS 08/03/15 R.L. REVISED WSTALLATION 0V7S 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC t1tt11IIF . 650 WEST MARKET STREET GRATZ. PA 17030 J S E:'. L 0 Y i r •G E N y.'1s i SERIES 420 SGO REINFORCED WITHOUT ADAPTER Z * 0 5c.oate • 96" X FIANCE INSTAlUTtoT10N DETAILS ETAT y • OF V.L OB-02249 O. .Ivy stiruc C F/1ONANTS °"G 10/30/13 T 7 OF 10 10\ L ROSEaroLOmASP,E. I4w w000F0w RD LEw4vUa Nc 2M= Luis R. Lomas P.E. 434485 M FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTAL ATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOIYN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE FNITH ASTM E2112 p 1/4' MAX. N r SHIM SPACE 10 SMS OR SELF ORIWNG SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE OISTAN( T— 10 SMS OR SELF ORIUING SCREWS METAL STRUCTURE BY OTHERS ft%lsoks oesownam ale AFFRM ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISEO INSTALLATION OEIAU 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE WSTAUATIOA! SIGNED.- 0&21/2017 MI WINDOWS AND DOORS LLC a1t1111//, 650 WEST MARKET STREET GRATZ. PA 17030 L05R' f1l, rr E IV SF9Jii SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X CNN fit• FLANGE INSTALLATION DETAILS pia TAT OFCUM0. o>rc 08-02249 Iav C 4 v, ;:;4Owe. G?: 1OIItAlll a``` scuc NTS o"rz 10/30/13 —8 OF 10 C R08ERTOLOU"PE. I= MlOOOJ! ;1RO RO UWISNM1LE. Ac 27P17 LYis R. Lomas P.E. 4344ucsos rlaq ebnagormn FL No.: 6251A 1 1•/2" MIN. 1' MIN. srnsons SEPARATION EDGE Oi iT CE lav oFsororllon DATE Avoaa— A ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. 5 RL1aSE0 INSTALLATION DETAILS 013/03/15 R•L• n • ' C REVLiED INSTALLATION OVAILSMIN. 06/21/17 R.L. ' a EMBEDMENT CONCRETE/ . a' •' 1 1/4' MIN. MASONRY — EMBEDMENT BY OTHERS 1/4' MAX. OPnOBUCL _r SHIM SPACE NA • 1X K — • 1/4' MAX. TOBESHIM SPACE PROPERLY1 • :. •'i I SECUREDMIN •' ' ' INTERIOR SEE NOTE 3 EDGE SHEET1DISTANCEv 3/ 16' TAPCON a EXTERIOR INTERIOR MIN. • . • a SEPARATIONSILL TO BE SET IN '• • A BED OF 3/16• TAPCON 3/ 16' TAPCON APPROvED SEALANT EXTERIOR CONCRETE/ MOTHERS BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRET&MASONRYWSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS —\ A -TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1A. NOTES. u' --r I. INTERIOR AND EXTERIOR FINISHES,BYOTHERS. a11 /4' MIN. NOT SHOWN FOR CLARITY. a•• • EMBEOMENT 2PVWiETERAND iOrMSEAWVTBYOTHERSToBE A.. • a'' • DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 0&21/ 2017 2 7/8" MIN. 1' MIN1::t. MI WINDOWSANDDOORSLLC 1L 11IIIII SEPARATION EDGE DISTANCE 650 WEST MARKET STREET c, R' LO i/v VER77CAL CROSSSECTION GRATZ. PA 17030 ` . E Al 0' 9s CONCRETE/MASONRYWSTALIATIOIV SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• 96' X TIO 6E = FLANGE INSTALLATION DETAILS =11 • TAT OF ry lO . 08_ 9C CA" NTS 6 10/30/13 9OF 10 j1111111" L ROWRTO LOMAS P. E. FAV NOODFORD RO LEWRSvALE. AC 27077 Luta R. Lomas P.E. ku4u-osn-arse"mume" I FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4• MIN. EMBEDMENT T- APPROVED — SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR I r 1 /4' MM I SHIM SPACE 1i l 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL W000 FRAMING OR 2X 8UCKINSTAUATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK rNSTALLATION FOR SIU INSTALLATION SEE SHEETS 4.9. INTERIOR TRIM Rnwaa RN 06Cgpnopl out APPROVO A ADDED RANGE ANO FW INSTALIATKIN 12/10/13 R.L 8 REVISED INSTA UITION DETAILS 08/W/Ii R.L. C REVISED CMM.ATION OETAILS 06/21/17 R.L. 1 5/8• MIN. EDGE GIST. a• TRIM n MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS I BUCK BY OTHERS, HOOK STRIP; Flt 1X BUCK TO BE PROPERLY SECURED nill IL 3/16" EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY.CONCRETF 1/2" MIN. METAL STRUCTURE DISTANCE BY OTHERS EDGE DISTANCE TRIM INTERIOR 1 3/8' MIN. EMBEDMENT HOOK STRIP HOOK STRIP rPA ELF ORILUNG S10 W000 SCREW EXTERIORCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK4VOOO FRAMING SIGNED: OWWO MI WINDOWS AND DOORS LLC II`III, 650 WEST MARKET STREET GRATZ. PA 17030 uR S , , . i SERIES 420 SGO REINFORCED WITHOUT ADAPTER 6 96" X 96" NAIIFIN QL HOOK INSTALLATION DETAILS A TAT Of NOTES. ap" K. z 1. WTERIOR AND EXTERIOR FWISHES, BY OTHERS, NOTSHOWNFOR" frY. o> rc No. acv V• L 08-02249 jO(" OR1Q* • ' 2 PER/METERAND JOWT SEALANT BYOTHERS TO BE C 5CAU NTS 0- 10/30/13 10 Of 10 DESIGNEDINACCORDANCEIWTHASTME2112L ROWfiro LOMAS P.E. tut KOWf W RO LE$WSVRLE. RC 2702T LYIi R. LOTOi P.E. 434486- E09 .mas®rwn2w .m„ FL No.: 62514 OcKsoms Rlv OESCRPnON DATE APPROVID A ADDED CWLRTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORID, BUILDING CODE. 0 ' REVISED INSTALLATION DEVILS 08/05/15 A.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7, APPROVED IMPACT PROTECTIVE SYSTEM 1S RFO IR n FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 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 I (OR GREATER). SIGNED: 0612212017 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048- THICK. MINIMUM 15. CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 1111111/AAPPROVEDa 650 GRAZ uPAK170STREET J? GI-N,? SERIES'430 SGO 6 *= 143' x 80• NON REINFORCED rjo NOTES 1 TAT OF TABLE OF CONTENTS oRANrc owe No. REV irj- 4ORlOV -'0-1SHEETN0. DESCRIPTION F.A.08-00302 E S pNA `LE`VV 1 NOTES NTS oAtt 02/23/09 1 Of 9 2 ELEVATION 1 wv 0FOMADLEWZVXLF.NiC2= Luis R. Lomas P.E. 3 — 9 INSTALLATION DETAILS 4.U.6"4w dbmax@Wlwnmv.com FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART $3 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX t 7 {- -{ 6' MAX I Q.C. . I II 1 17- MAX 80- O.C. MAX NAME T- X c* C:> X c* SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 00.0PSF rN0Af SEE CHARTS &I AND #2 FOR 07WER UNITS $IAT&W NOTES: 1. MAXIMUM PANEL SIZE: 48 I/o's 79' P. MAXIMUM D.L.O.: 44 84's 74 3.8' FLAT MOUNTED HANDLE SET (99.04-145)AT 38 3N METALLIC TANDEM ROLLERS (99.17-195) AT EACH Kv I OLsoavTION 04TE ewMtoYOD A ADDED CN4RTS 03/06/12 RL. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/2V17 R.L CHARTa1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure Chart (pso Frame Single Panel and Total Frame Width (in) Height 30.0 90.00 16.0 108.00 42.0 1 126.00 1 47.7 1 143.00 PCs Hop Pas I Nog I Pas I Nog I Pas 1Nog d0.0 40.0 1 54.9 40.0 1 45.0 1 40.0 1 432 1 40.0 1 40.0 CHART /2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure Chad (pso Frema Helgllt in) Sigb Panel and Total Frame WdM (h) 30.0 1 90.001 36.0 10&00 420 126.00 1 47.7 1 143.00 Pas Nag I Pas I Nog I PCs I Nog I Pas I Nog 80.0 549 i 54.9 48.0-1 46.0 43.2 1 432 1 40.0 1 40.0 CHART 13 Number o/anchor 1000(Ionsrequlrod Fra m SliVe Panel and Total Frame Wdlh (in) 30.0 36.0 420 47.7 N) 90.0 TOAD 12&0 143.0 H&S Jamb Has Jamb H6S Jamb NDS JamO 80.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80` NON REINFORCED ELEVATION F.A. 08-00502 xc NTS o"rz 02/23/09 -2 OF 9 L RODERTOLON"RE 14M W000FCM RO LEWNSvUE NC Z7oz; 474d' 6400 r0anusatbnUpamm SIGNED: 0&22/2017 51tR ILL1O4f 6 TAT E OFe Luis R. Lomas P.E. FL No.: 62514 1- 1/2• MIN. RN Revcson 015cMpwN MTC Wno= EDGE DISTANCE A ADDED ARTS 03/06/12 R.L 6 RENSED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN, EMBE MENT C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK 0 RENISEO 1NSULLATION DETAILS 08/05/15 RL 8Y OTHERS MAX. E REVISED 1wSTALLATKIN DETAILS 06/22/17 RlOklAlERIORSHIM 10 WOOD SCREW SPACE 1 3/8' MIN. 1/4' MAX. EMBEOMENT r SHIM SPACE IL- tMIN. INTERIOR EDGED DISTANCEEXTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS GVVG VIJIMbG VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK INSTALLAT*N NOTES: I. INTERIOR AND EXTERIOR FINMHES, BYOTHEM NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 J EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC 650 GRATZ. ST MPAK17030REET 111111I/ II, J? I`' ENSF9s a 5l*s 4TAii'107, SERIES 430 SGO x 8S NON REINFORCEDDETAILS q FRA143"ME FRAMEINSTALLATION OETAII$ 7D OF •' C OR10; • t': o11N.1r 1AYC Ilo. aw F. A. 08-00502 E Luis R. Lomas asLasPFLsOuc NTS 02/ 23/09 +ate 3 OF 9 L ROURTO 4ONAS P.E. 14nKW0a0ROR0LEWavaLE.NC: = u. eaa•oso> r .m n No METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRIWNC 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 LN ACCORDANCE WRH ASTM E2112 1 /4" MAX. SHIM SPACE AS OR iRIWNG uvn L TO BE SET IN BED OF APPROVED ALANT an 06cRrwN arc APPRCV D A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE NWALLATI0N5 12/06/13 R.L 0 REVISED INSTALLATION OEFAIIS 08/05/15 R.L. 1/4' MAX E REV15E0 INSTALLATION DETAILS 06/22/17 R.L SHIM SPACE 1/2" MIN. EDGE DISTANCE INTERIOR - ff==j=T 110 SIAS OR SELF ORIWNG SCREWS METAL STRUCTURE BY OTHERS EMMOR JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" z 80" NON REINFORCED FRAME INSTALLATION DETAILS OK WN: owc w F.A. 08-00502 Sr" NTS — 02/23/09 9-- OF 9 L RWR70 &CWA4 P.F. 14M WOOOFORO RO LE VASVXM NC 2MM 47+6l60609 omarpA.com SIGNED: 062212017 ENSF9`P' S. TATE OF iOa`" aRIO* • ? jS,O` 1 aCs x NA 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. SEPARATION EXTERIOR 1' MIN. EDGE DISTANCE 1 1/4' MIN. c .• EMBEDMENT 1 /4' MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT r' MIN. EDGE DISTANCE 3' 3/16- TAPCON MIN. SEPARATION L INTERIOR 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT ) n CONCRETE/MASONRYY BY OTHERS 1 1/4MIN. EMBEDMENT 2 7/8' MIN. 1 • MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRYINSTALLATION RIp6015 RLV ocscArno 1 OAK ,PPROYM A ADDED CNARTB 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1/ 4' MAX. 0 REVISED INSTALLATION OETAILS 06/05/15 R.L. SHIM SPACE E REWSEO INSTALLATION DETAILS 06/22/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETBIWASONRYINSTALLtTLON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE OESIGNEO W ACCORDANCE WITH ASVW E2112 SIGNED: 06 2M 17 MI WINDOWS AND DOORS LLC a111111I,II, 650 WEST MARKET STREET GRATZ. PA 17030 5 R • tO V/,i GENs'' s. SERIES 430 SGO 143" x 80` NON REINFORCED j0 t51e nBr: v/k5 FRAMEINSTALLATIONDETAILSE a pTATOF ,m i te`''cEOR10p; • 2: oalaaowcNo. 08- 00T502 E ii SS,ONA 11 6 x\ wLc a.Tc NTS02/23/09 5 OF 9 LROSERFOLOU" P•E. 14a2w000FMRDLEwRSVWANC2Va LUj3 R. Lomas P.E. u44SO460 m•oom FL No.: 6251a 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMS µENT OR 2X BUCK BY OTHERS 1/4- M . 010 WOOD SPACE SCREW EXTERIOR 11 II II II II. II INTERIOR SILL TO BE SET IN 10 WOOD A BED OF APPROVED SCREW SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8- MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W AOCORDANCE LMRNASTM E2112 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE e10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. r SHIM SPACE RVswa Rev 0csckr11 " atE NMOvTD A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L C ADDED IF ANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 A.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOW FRAMING OR 2X BUCK INSTAL1AT101V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS cKwe OMG xo. F.A. 08-00502 WAL NTS a`x 02/23/09 —6 OF 9 L ROSEaTO C004S P.E. 14M N000AQRD 00 LEMSVCLE. AC V= 43&004M 10MA566kampoaom SIGNED: 0&22/2017 1f t. IC o ,/, v •v C,,,E6 2N04:-lp i TAT SE OF 40, FS Luis R. Lomas P.E. FL No.: 62514 1/2' MIN METAL . I EDGE OISTANCE STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN X0 OF APPROVED ILANT 010 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAnom NOTES: 1. WTEMOR AND EXTERIOR FWLSHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITHASTM E2112 AcAslons Rp o[SCIM lol+ okm Appra o A ADDEO CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 05/05/15 R.L 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L r SHIM SPACE I EDGE INTERIOR DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATKW MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORWX Ore N0, FjL 1 08-00502 wALr NTS I ol''E 02/23/09 19W7 OF 9 L. RMRTO LOMA.S P.E. ' 14M V.000FORO RO LEN75VRLE, AC ZY= 43&603-ow Awnneft alpacom SIGNED: 0&r2MOI7 to N, . q . v,•GENS.J1i 0,6251 OF w OF''.ORIOP • ': Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS i' 1 1 /4• MIN. EMBEDMENT A' OPTIONALOPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4• SEE NOTE 3 MAX SHIM SPACESHEET1 3/16• TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN. 1/4• MAX. EMBEDMENT SHIM SPACE MIN. EDGE •v DISTANCE a 3" .• MIN. SEPARATION a''•. 3/16• TAPCON SILL TO BE SET IN • EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/4' MIN. EMBEDMENT 2 7/8• MIN. 1 • MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEol"SONRY IPiSTALLATTON RCYT90N$ ociUe nm WTE A9/RM ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTINC 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 RA. REVISED INSTALLATION DETAILS 08/06/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASOnIRY INSTAUATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PEMMETER AND JOINT SEALANTSY OTHERS TO BE OESIGNEO IN ACCORDANCE WITN ASTM E2112 SIGNEO: 06/22/2017 MI WINDOWS AND DOORS LLC L11111INI/r 650 WEST MARKET STREET GRATZ. PA 17030 J g R. L0 pENS 9siS SERIES 430 SGO o0 5coa* 143'NON REINFORCES x, o M/kSFLANFLANGEEINSTALLATIONTALLATIONDETAILSq1 • TAT OF jPlORld': • S10NA` 1 V` oRAw1e owe5 0—• 08 E WAt NTS WE 02/23/09 q'OLT62 OF 9 L ROBERTO LOMAS P.F. 1{.VWOODFORD RD LEW*'WUE NC 27023 Luis R. Lomos P.E. FL NO.: 62514 1 5/8• MIN. EDGE OIST. — TRIM c INTERIOR d EMBEDMENT MASONRY/CONCRETE I BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE a PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 1USONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP RLVLSIp6 OcseavIIw OAR APPROYLO ADDED CHART$ 03/06/12 R.L. rCEREVISEDPERNEWTESTING10/15/13 R.L. ADDED FLANCE WSTAU.ATIONS 12/06/13 R.L. REVISED L49ALLA78ON DETAILS 00/05/15 R.L. REVISED WSfµyA110N DETAILS 06/22/17 R.L 1/ 2• MIN. EDGE DISTANCE L L "- / 10 SELF DRILLING IJSCREW EXTERIOR PANEL 1/ 2• MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM t 3/ 8' MIN. EMBEDMENT HOOK STRIP I p0 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKAN000 FRAARNO NOTES: I. INTERIOR AND EXTERIOR FIN4MM BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND,IOlNT SEAWYf BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS ORAWW Orc Na F.A. 1 08-00502 VAC NTS 02/23/09 —9 OF 9 L ROWffO LOU" P.E. I132 W001OFM RO LE*VVALE, NC 27OT3 43+4660609 Nona Awuwpuaan SIONEO: 0612212017 S\C, E N SF9J G 36 E OF t : F'LORIO:• ': ONA 11 NCs` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIOASUILOINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E13oo-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOMM FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. a. 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 00NOTREOUIREWATERINFILTRATION, RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAnON 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 WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. OESCRIPnON 1 NOTES 2 ELEVAnoN 3 — 9 INSTALLATION 11CTAII e aamoxs - o13amPnox yl APPROYCO ADDEO CHAR15 03/06/12 R.L. REVISED PER NEW TESTWG 10/15/13 R.L ADOEO FLANGE INSTAUATIONS 12/ 66/13 R.L REVISED INSTALLATION OETNLS 06/05/15 R.L REVISEO INSTALLATION OETNLS 06/22/17 1 R.L. SIGNED: 0&2WO17 MI WINDOWS AND DOORS LLC 0%J11111I/,/ 650 J\? !R • L 0.f%9GRATZ. MPAK17030REET G E NSF •'I+ yt. SERIES 430/"0 XIX SGO 1 a3' x 96' REINFORCED NOTESO l1a/coray ETAT OF i Fs'c4ORiot, G\` twArx F A as 0mv 08-00503 E j NA1 Luis R. Lomas P.E. WALL NTS °' 02/23/09 sxLT 1 OF 9 L ROWRIOLOMASAE 14V 0000FOR0 RD LEWIS ILLE. AC 27= 436AII 4cm 4wms®awmmapv w, FL No.: 6251 a 6' MAX - 1 6' MAX 1 L 17' MAX D.C. 96' MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 6' MAX SERIES 4301440 XIX SGD EXTERIOR VIEW OESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS I1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 40 1/1' x 95' 2. MAXIMUM O.LO.. 44 314'r 9O SW N M) NANOLE SET (9944-1451 AT 37 39• ON CENTER FROM PANEL 80TTOM TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS 163•T O REINFORCEMENT (B66) AT ALL PANEL INTERLOCKS 163-TS REINFORCENENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL FCLV IocsauvlaN A JADOED CHARTS 8 1 RENSEO PER NEW TESTING C ADDEO FLANGE INSTALLATIONS 0 REVLSEO INSTALLATION DETAILS CNARTOI E AME0 INSTALLATION DETAILS WHERE WATER 1NFR TRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressllro Chaff (050 Fame SYpe PaW mW Taal hwm VY16m (a) Na M 30.0 36.0 420 1 47.7 moo Igoe 1Mo0 1 14100 Pas I Nog Pas Nog Pas Neu I Pox I Np 84.0 40.0 WA 40.0 57.9 40.0 52.0 40.0 46.0 a&0 40A W.0 40.0 51.6 W.0 46 9 40.0 45,0 920 40A 76 40.0 517 40.0 4&1 40.0 42.3 940 40.0 SBA 40.0 100 40.0 43.7 40A 1 40,0 CHART n WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET 1 Design pressuro chart (PSQ Frartn 5a4b P.xlsl aba TocW Fra m Vftm (N) Hw91= 30.0 1 MO 4 o 1 47.7 61) 90. 00 1 10&00 12& 0 14200 Pos I Nap Pos I Hop as Neu Pas NOD 64. 0 60.0 00.0 37.8 5).9 52.0 52.0 48.0 4&0 6& 0 60.0 60.0 1 54,6 54.8 46.9 46A 45.0 4&0 020 S9A 59.6 1 51.7 1 51.7 46,1 46.1 423 42.3 a 56.0 S&0 1 410 1490 a3.7 43. 1 60.0 1 a00 CHART & 2 Numberal snrhw 1o"UOasreaulf4e Fnwrw Srgs Portd sold Taal Fewo vftn (al) H%" 3& 0 I 34L0 4zo 1477 N) f00 1 106.0 126.0 1 fa20 N&S I Jamb I N4S I Jamb N&S I Jame I H" I Jame 64,0 8 8 1 T 1 6 b 6 9 6 a" 7 6 7 6 6 8 9 6 920 7 8 7 0 6 0 8 0 9&0 7 6 7 8 6 6 9 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/" 0 XIX SGO 143' x 96' REINFORCED. ELEVATIONS F. A. 1 08-00503 scut NTS a4tt 02/23/09 $"w2 OF 9 L ROBERTO LOA"S P.E. WV W000FONDRO LE1445VUE. NC 270•.3 Au4ml.aw Dan DATE APPxOW0 03/06/ 12 R.L. 10/15/ 13 R.L. 12/06/ 13 R.L. 05/05/ 15 R.L. 06/22/ 17 R.L SIGNED: 0612212017 GM_TAYPO_ Fm, i .e' R iPo• 0 R 0 LuisR. Lomas P.E. FL No.: USIA WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW 10 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. I EOGE DISTANCE 1 3/8" MIN. EMBTENT 11/4-- MAX. SHIM SPACE EXTERIOR II II 11 11 II II INTERIOR wG V,i..'•VG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I.1N7 ER10R AND EXTERIOR Fw1SNES. 8Y OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOwT SEAWVT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 3/8- MIN. EMBEDMENT L_ 1/2- MIN. EDGE DISTANCE B10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX. SHIM SPACE RLV610RS REv oESCWi1gN FKX APPROVAL A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNEO: 0&2MO17 MI WINDOWS AND DOORS LLC llttllrrllj 650 WEST MARKET STREET GRATZ. PA 17030 v pEIYyF.9s i tt440,61 kSERIES430/440 XIX SGO 143- x REINFORCED FRAME INSTALLATION DETAILS Z13 $$TAT OF OAF • l OR10T; • oRwlc orrC r0. RN F.A. 08-00503 E is`s ONAtI1I11111110 Lis R. Lomas P.E. sau NTS o"1E 02/23/09 —3 OF 9 L ROSERTO LOMAS P.E. II.V W000FORD AL LEVPISvwX NC 27ws 4U480-ow lOomg6*%Vn8lp aM FL NO.: 6251 a 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE BY OTHERSAP; 10 SMS OR LF ORIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOIMSEALANT 8Y OTHERS TO BE DESIGNED INACCORDANCE IMTN ASTM EYI 12 010 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN iEO OF APPROVED SLANT 1/2• MIN. EDGE DISTANCE 110 SMS OR SELF ORIL UNG SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. I- SHIM SPACE CA I CRIVH RLNSIONS AW DESOMMON art APPROrm A ADDED CHARTS 03/06/12 R.L. 8 RMUO PER NEW TESTING 10/15/13 R.L C ADDED FUINGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 03/05/15 R.L. E REVISEO INSTALLATION OETAILS 06/22/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAW ONG NO. RN F.A. 1 08-00503 E WAL NTS I 0"'M 02/23/09 ISKMT4 OF 9 L RODERI V LOMAS P.E. ruz WOOOF= RD L EWISVIIAL NC XOM 47K460609 dkffU$f&ftn v"M SIGNED: M22/2017 Noll I GENSF9 P 0 51 p TATE OF Lu: Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1- MIN. SEPARATION EDGE DISTANCE a 1 1/4- MIN. a EMBEDMENT w/4- MAX. IM SPACE 3/16- TAPCON EXTERIOR avrv n rvn VERTICAL CROSS SECTION CONCRETEwASONRY INSTALLATION INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE : • :. 'e DISTANCE 3' MIN. , SEPARATION a 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS f 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE ALV nLVWo1S o scRPna MnC A A ADOEO CNARTS 03/06/12 R.L. B RENSEO PER NEW TESTING 10/15/13 R.L. 1/4- MAX C A00E0 FLANCE INSTALLATIONS 12/06/13 R.L. SHIM SPACE 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 1 RL INTERIOR ir---1 , 110 a EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOWT SEALANT BYOTHEIiB TO BE OESIGNEO INACCOROANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAW Soo. 08-00503F.A. r NTS o'`x 02/23/09 —5 OF 9 L ROSERTO LOU" P.E. 14M w000F•ORO RO LEvKSm& ACZ= 4v688.060 lawaasabiwmlow m,1 SIGNED: OWWOATAF T044v ORLOJt P-`. W3 R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE lmsass Rlv o6CWP11011 MTE A•PROVO) A ADDED CKARTS 03/06/12 R.L 6 WASEO PER NEW TESTING 10/15/13 R.L 0 FRAMING 1 3/8' MIN. EMBE MENT C ADDED FIANCE INSTALLATIONS 12/05/13 R.L. R 2X SUCK 0 REMSEO INSTALLATION DETAILS 08/05/15 R.L. EY OTHERS 1 3/8- MIN. 1/4• MAX, E RENSEO INSTALLATION OETNLS 06/22/17 R.L. 1/4- EMBEDMENT SHIM SPACEFMAX. SHIM SPACE T - INTERIOR 1/2" MIN. 910 WOOD '- EDGE DISTANCE SCREW 1a EXTERIOR INTERIOR aptow000 SCREW 10 WOOD E SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING EXTERIOR OR 2x BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X SUCK WOOD FRAMING OR2XSUCK INSTALLATION BY OTHERS 1 3/8" MIN. EMBEDMENT 1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED. 0642WO 17 WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWSDOORS 650WMARKET STREET 5 RIILD4 v1,i GRAT2, PA 17030 v 'pENs• F' SERIES 430/440 XIX SGD 4TAf4F5a 14S' x 96" REINFORCED FLANGE INSTALLATION DETAILS g OF TES.ii O ii NTERMAND EXTERIORFINISHES. BY OTHERS, oxc xo aEv F.A. 08 c O R10I: G-\ CL4RfrY. aPERtmETElAW OJ01 ETSEALAHTBYOTHERSTOBEsuAL NITS ° iR 02/23/09 si01T63 OF 9 DESIGNED IN ACCORDANCE WITH ASTIAE2112 L ROBERTO LOWAS F.E. I4TP"=MRO RD LEw/SVILLENC T•ot] Luis R. Lomas P.E. 47rEls•o6W bbnuf lnnafPr.own FL No.: 62514 METAL STRUCTURE BY OTHERS i1O SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. {{{... I EDGE DISTANCE I U{ I CrflVrf givI c rvn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z. PERIMETER ANDJONTSEALAMT SYOTHERS TO BE OESIGNED WACCORDANCE WITH ASTM EN 12 1/4' MAX, SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS . METAL STRUCTURE BY OTHERS 1 /4' MAX, SHIM SPACE RM9pIS RN cescA m" o%Tt ApprW o A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C AOOEO FL%NGE INSTALLATIONS 12/06/13 XL LL REVISED INS17ALLAT10N OETAILS 08/05/15 R.L E RENSEO INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE 1NSrALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX $GD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS 0.c No. F.A. 08-00303 sue[ HTS — 02/23/09 yi°LT 7 OF 9 L RONATOLOMit.S P.E. 1tu NCOOFOIRO RO LEMSVALE. AC?7a°J' 43840*om Imaw'=. SIGNED: 06/2Z2017 1R. to 0 51 •1t= AE OF F ORtOr • ''` Luis R. Lomas P,E, FL No.: 62514 1 1/2' MIN, CONCRETE/ SEPARATION MASONRY BY OTHERS 1' MIN. EDGE DISTANCE a 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON --\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4` MIN. 1/4' MAX, EMBEDMENT SHIM SPACE I" MIN. EDGE DISTANCE ° 3' MIN. SEPARATION 3/15- TAPCON SILL TO BE SET IN ° A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT r 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REN901a REV ocKfunm OAX APPOOM A AOOEO CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVSED INSTALLATION OETA43 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETE/MASOIVRY INSTALLATION NOTES: 1. INTERIOR AND EXTEROR FINISHES. BYOTNERS, NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAI E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS oa rrc aw Nv. f A. 08-00503 swc NTS loac 02/23/09 S1WO OF 9 L ROWHrO LOLW P.E. 14.V w000i'0A0 RD LEWSWLLE NC2 C23 SIGNEO: 06aWO17 z C Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE OY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYXONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP Atv ocscRpr4m Mat Aivxarm A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED tNISTALLATION DETAILS 06/22/17 R.L. 1 /2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8- MIN. EMBEDMENT HOOK STRIP S10 W000 . SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKAWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS ORWIL orc oo. F.A. 1 08-00503 sit NTS 184c 02/23/09 s"W 9 OF 9 L ROBERTO Law P.E. 14M HOooFOR0ROLEWISVXLE NC2M" 43&05,0= dbmuftftMA WAPm S1GNEO: 061=017 ENS 9% gip• TAT E OF • - W 0, js ONALIE\G`': . Luis R. Lomas P.E. FL No.: 62514 l Business & Professional Regulation! SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts Publications I FaC Stall I aCIS Site Map I Links I Search bFI ridi K 1141001%® Product Approval USER: Public User tr re Product Approval Menu > Product or Application Search > Apolication List > Application Detail OfFICE OF T HE FL # F1.9174-1112 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Mark_Garon@Overheaddoorcom Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 610D / 910D #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0228-318958-PO S.odf Approved for use outside HVHZ: Yes FL9174 R12 H 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SURD sioned.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 iI 324620 P16 Jamb Connection SUDD slaned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 II 319040 Pi Post Istall instructions sianed.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 Ii 324620 P16 )amb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure. +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track SuDDlement Chart sianed.odf FL9174 R12 II 319040 PI Post Istall Instructions sioned.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 it 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 Il 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 i1 324620 P16 Jamb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0601-319027-125 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 Pll Track Supplement Chart sianed.pdf FL9174 R12 iI 324620 P16 Jamb Connection SURD sianed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0602-319028-126 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0603-319029-116 S.odf Approved for use outside HVHZ: Yes FL9174 R12 Ii 307494 P11 Track Suoplement Chart sianed.Ddf FL9174 R12 II 324620 P16 lamb Connection Supo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 319040 Pl Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supo sloned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-PS S.ndf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slaned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R1Z AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0606-319032-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 Pll Track Supplement Chart sianed.Ddf FL9174 R12 II 319040 P3 Post Istall Instructions sianed.pdfImpactResistant: No FL9174 R12 11 324620 P16 lamb Connection Suop sianed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OOJR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 fi 0609-319035-P6 S.adf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 319040 P1 Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 11 324620 P16 Jamb Connection Supo signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RI AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 *0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 11 324620 P16 Jamb Connection Suoo signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Noct Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you hove 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 Ir they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be mode available to the public To determine if you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: LEM Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope N0''% Ca: •. cP ; No. 46718 STATE OF FCOR%VP'. s/ONAL 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. 11. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 518/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 111. 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. ANSUDASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 6'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 sf 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 318996-136 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A - Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-90 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 Psf 39.20 / 43.70 Psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B - Doors under Evaluation ` `OWN E' 0 1.ICEN'S y No.467?g STATE OF 2 ''S;0NAL EN\'\` FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-125 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Table 1C — Doors under Evaluation ON CENSe . 9tp No. 4b, Cr O ' STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0// Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 sf 33.50 sf 43.70 sf 20.70 sf 28.80 sf 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 S/ONA E rrrrit iZ v31 7 LA l 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 51 Edition 2014) and 6'h 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 June15,2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 4uPACT RESISTANT QA?M OPOOM - .WO' MIKW UM SSS CLAZWO N MOLOCO FRAUD SCREWED TOGETHER NTN A TRITIUM OF (6) F41' SCREW DISTALLED OF TOP W INTERMEDIATE =VON (WIN OR V40MT DECORATIVE NSO TS) MELTS UNIFORM STATIC DESIGN PREMURE3 SHONRI ON THIS CLEWING, CLAZWO SMALL HAVE A MAXIMUM /EWNT OF 1173" AND A MAW" LOGIN Or ILW. CAm10 B NOT OIPACf RESISTANT AND DOE! NOT MEET THE REQUIREMENTS FOR w o-eoaa OEBM REaONa L IMPACT RESISTANT CAZIND OPTION - & PACT REMTANT GLAZING SYSTEM MAY BE EUTAt1EED N TOP ON NTERYENATE SECTICM (WIN OR VATHDUr DECORATIVE INSERT! C, 91NL O[ I/' WNROION-ARIt'" P0. ATE OP EOUAL QAZpIT SMALL NA\E A UA)aNM HDGHT Or 1&21' AMC A MAN" IENCIN OF 4TTTHHERRCUUMDAEENTSFORWNID-ISONNCTOEM$ RECIONOES SEE OErAL EON SHEET 2 FOR ASSEWLY OETALS. GLAZED SECTION REOUINR REINFORCEMENT ORACKETS ATTACHED TO U-GAR CN UPPER INTEGRAL 100 (SEE 0ETA0. 0 $MEET IS W J-STRUT SGIf7ED TO W+ER NTECRAL RIB OP IRON AND OPERATOR SIZE TO 11E FACTORY INSTALLED. INSTALLER FULL FIELD INSTALL (1) 1/•-NA !r SERF ORRUNC CMPTITE SCREW /0 ATTACH TMC J-! T TO THE NTEORAL RB AND OPERATOR STLE AT THE CENTERUME OF THE DOOR PER OETAL I. ON SNECT L 3, VINYL OR WOW DOOR STOP MAIM A UAXIWM OF {' D.C. MUST OVERLAP TOP APO CCIM EMS OF PANELS MINIM 7/t4• TO MEET MWATIVE PRESSU CIL A. NET LOCK AIDE LOOM OR OPERATOR REWRED. UWFFCNW S SECTION $MALL BE CONSTRUCTED RICH PONIED IN PLACE POLYURETHANE FOAM INSULATION CMEWCALLY wNOED TO 30 W MH OM FADER STEEL APO A POLILAMNAIC BAC" OR 32 CA STEEL GACIM EA W To HAVE A WIom 1.1, DEPTH. 6. THE DESIGN OF IN[ SUPPORTNO STRUCTURAL ELEMENTS SMALL OE UK RESPONSEIun OF THE PROFESSIONAL Or RECORD FOR I E eUApNG OR STRYCRINE AND IN ACCORDANCE WIN CURRENT 06WMC CODES FOR THE UOAD$ LISTED ON MS ORATW0. 7. DOOR JAMB TO BE 1AINIMIW b'd STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT ran ArTACNMENT TO SUIPCRINO STRUCTURE. L LOUVER OPTION - .040' MIUM LOUVERS N MOLDED FRAMES SCREWED IDOETHOR WTH A MINIMUM Or (E) For SER[TP1 INSTALLED III THE BOTTOM SECDOM. LOUVERS ARE NOT IMPACT RESISTANT ANO 00 NOT MEET rw REQUIREMENTS FOR V00-BWME OL9RB REaONi LOUVERED SECTION RELAR0 OPERATOR STIE TO U TAemuv MICTANFN AT Aw MTFRUMT OF THT ODaR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOORNECNT LOIUIORY LOAD EACI JAMB (PLF) V 16'-G• ALL 707.7 -330.s N•-O• ALL 161, -SETA or-O' ALL 41 .• -1 { IV-O' ALL 1= -14+A u W HDRa APaE 13 W R/10 ANGLE N W IpN NOUiRACN s/141_s ., LAGUN 3 wy SNOTMJ 16 W YN VENTMACH S/141-5/0' SCREYH AT EACH JAMB {RACKET 1/h20Nf/16' TRACK ~ BOLT ANTI I/i-20 NICK NUT AT to `UT a JAMB MACtE LOCATOR ISWSJAMSBRACKETS SEE SCHQCAE FOR DUA16TT. LDEAnaN, AND TYPE KEY LOOK OR A00 eoTN ENDS Nor RL0ILITEO WIN OP TOR SEE NOTE +1• SLIDE LOCK SHOW RESTCLARITY DER;: (•1 xCTBN STYE ooa sM $EE SNEEr 1 FOR V-BAIT NS aN 000Rs WITH OTHER soctla auxTIllEs AND SEE NHDTCS 1 .NIB 2 OH TI03 SKEET FOR SEE U-BM NOTE ON 'a", REN90N5 3 FOR V-G+Ut INSTALLATION ---, P• ONANCLS TO 0 FORMAT ANC CHA f W U-BM rASTEMCp AT ENO CAPS AMC GOTTEN RETA4A. CHANCED CCMRX CAUOE AND AMC LOUVER OPTION. OIAIMCEO 57RUT FROM COLORED PA STAMPED NUMBER, le W OPERATOR STILE FACTORY CRT 3/G/06 AONEREO TO CENTER OF TOP SECTION PS ADDED SYPCR{ CA END CAP I . w OULE FOI IDOCOlql FEET L 10 S-91. ADDED NICE u NO Pita CRT 7/I2/0G Ps VPOATED TILE GIOCK Gat 1/20/10 PIC QLMSU ADDEDGAaKE1 NOR! W REQUIRED DOOR I OTW GREATER IMAM CSC 9/23/2N7 Ir-0•. (3 CENTER WOES PER ANT R(O1BRC0 DOOR 107M Less TITAN at EQUAL TO IY-W. JAMB BRACKET SWOULE MOUNT SECTIONSofS eRACRErsEACHJAIB GRACNETS YEASIMEO FROM BOTTOM Or MACH (ALL DIMENSIONS ! 21 r-0 a a 1 a . 39-1 a 3• a +s_1 . O . {3• a FAT a , 1a• a 21-3 + a . L-s • a u a e3a • a o• s e a a l a a 3. a-1 + a S{' a m, 79 a e•-o• s e FAT a to a x1-3 r a, T'J I •• a •s a s7-1 r a {e a 73-1 a a e-r uFr nlLx SEENOTEettoH AA'' A. v KV\I\\LTG y P N;lCENj'• Q L; o: ' iNo. 77965 a) FOLLOIMNC IRUPSON DENOTES SLOTTED JAMG BRACKET ATTACHED TO TRACK WTH 1/h2CA/N• TRACK SOLT AND NUT. FOLLOwMG CWEPSION DEMOTES OUICR INSTALL AAMB BRACKET INSTALLED W WrMOWLY SLOT. NO AOC DOCIAL HARDWARE WOOD TO ATTACH 10 TRACK. BOORS BIN HIGH LIFT. ROOF PITCH. IIB/OR OEATEII IMAM IT IN "EMT RECLINE USE 0/ CONTINUOUS MALL ANGE, SEE SWKEAOR TRACK CHART FOR DETAILS. STATE OF :: • (V: STATED..•' Wayne STATIC PRESSURE RATINGS APPROVED SIZES SOME R.T.S. SIZE A OESION Psf: +2sso/-2LG0 YAx vwTH. is'—lr DATE NAME F : iiAss/ •. ,. LEST (P9F} +3A05-.3.20 N" NEIQIT: B'-B' OMYN 3/B/OB CRTNG`V` oN/4L 6 W Dalton. YES SECTION NEIQ17: N- G/OG MRS aH%6tr1 A1aEBMLIiE 4574 :aRN 7'SW 060 GARAGE D O O R $ IMPACT/CYLLC RATED (YES/MO MAX MODELS 5120/9100/9605 SHEET 1 OF IN, PC 7"0 a PC Iu{IN da51 OF OVEWEAD DOOR ORAt 1.1112 PXOFCMM 1 DOG" MOLNNOW0 ONLY FOR SNKHiwLw FtaiaAODISCINA 3is1. WINOLOAD SPECIFICATION OPTION COOS 0230 10NNCAfw a HiOWM Cwgmx NN Perms ISO Q•-{I!0 I i I 1 1 13 CA AOAMABLE TOP PLACE U-eMl OVER INTEGRAL 100 13 CA ADJUSTABLE FOKIUE ATTACKED TO MTH iNC (Af) POE-fVNolm TOP FIXTUE PRE-FORCHCO NOU9 ' . . MOLES EACH ON FACING UPWARD N IOTIGM OF V-BAR AND ATTACH THRU END GAP AT WTH (2) 1/4-14.3/8- EACH ENO MTN ((' 1 /hN%7//BB / CUO'n1F sCREYR SF11 ORLLNO CBMP1fiC SCREWS J FOR 3TALDMID ARAM AID (3) DRILLING KITE 9CAEV6 FOR LOW aHEADROOMiR/ICN E3 OF TIWC1 ARE USED TO ATTACKED LIKE TW DETAIL A BRACKET AS SNDeH). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SWE ATTACHED TO USED ONLY OM 1YPAer PRO-PYNCI[0 HOLES IN 1W OF U-BM LADE U-BAR OVER NIEOWL IEB MM K3ATFD gCI1C1 - 11 MTH (21 1/-taq/{I' CRDP7ITE SICKEN. THE (B) PRE-PUIKNED NOTES EACH END CA RUFFORCiNONT USE 4EW 17 HOLE IN SIRE m ENSILE FACING CNWARO AWOL ATTACK NIRU ENO BRACKET ATTACHED PROPER ALIGNMENT OF ROLLERS W AT EACH CM WM 7 1-147/B' VATH (A1 1/hK1e7/B' 1 e 11 CA WINCE ATTACEID / U-SELF QFUWM0 BM PLACED OVER TOP CIIMPOTETITESCEWS (2 ` 0 WITH (9 1/4-14.3/6' IfB ON THE BOTTOM SECTION SHALL ONLY TNRWON BOTH COMPOTE SEAMS (2 W BE ArTAMm INRU CD CM AT EACH BRAMR NCI V-6AR) 1B4CH ME FACTORY END WTHh11%T/e' SELF CRAl1NC CKATTAED) C wTlIE 90REW LOCATED ON THE DETAIL G GOT= FLANGE W THE U-BAR NOTEi DUE TO CLENGMCES REWIRED TO 1' «KDN SMRN19ANO 4-1/2* ROCLER WM —/ pp 1/!' STEM nFTAI 8` 16 CA HNOE ATTACKED NIEGRAOI 0 ATTACK WTH (B) 1/h2w/b•WTH OF 3) 1/A-20A0/6___ CFWnTE SORE1'6 (2 NOCH ARE FACTORY PREACED HOLES AT ATTACEq 3 W WHIM ACT WIMEDIATE HINCE ME Me INSTALLED INTO EOCADOR (1 TIHRu FLANGE TOP LEAF. AND 1 W W WM ANTI BOSOM MUM O nun INSTALLED HINGE LEW AND I TWU rKM PRE-IVRCKED HOLE WES OF U-BAR AND N u- DETAIL INRCIAL RD W SECTION) 12 CA BOTTOM BRACKET FACTORY ATTAOED WTH W PLACE WAR CLETI NSEONAL 1T6 WTHS1 00" TO CLEAN DOTIOME11. MOTsBRACKET AND ATTAM( THAN END CAP AT EACH EMO NTH )M) 1/h147/B' SELF DRILLING CROAP WE SCREW .ES FOR IMPACT am,ANCE. SHOWN ANTI USE (1) 1/A-147/6• SELFTHEBOTTOMBRACKETMUSTBEDRILLINGClWPO7ESCREWACROSS BOTTOM OF TIE BOTTOM U-eNN ATSCELEOTOTIREBOTfOY . • U-BAR WTH EACH PRE-PUMCEo HOLE AT EVERT 7a i hN%7 SE1i DETAIL 0 HINGE LOCATION. USE (1) 1/4-2W/0' HxLVATE SLEW AT ALL OVER SEE IMPACT BOTTOM BRACKET PRE-PUNC O HOLE LO AFIOKL OCTAL TICS SHEET. NEiKoR No.77B45 0 STATE OF '•((/,: NZ r`,Sl,/ONAL ` P1KE777E IYWE 1 IRowM R 1l7M ATM1Y RO N IApMOY.f 3 0 EII1nq; THIN! n HONK uN16f G aB VIAL plip"m arwu 4 MN STAD{ESS MTH STAINLESS SAOEO RUBBER WASHERS 3-1/r O.C. MAX IIle7RA0 lM7EW /' ' SSGMDOOACTRUIVot! I 1 FACIA STEa— A -B OF —TAIL E 1/h1..T SEIi OMLIMc CMNPnTE 9CEW AT UNE R DOOR DONomJkOPERATORSOMONLY ON IMPACT OLA SEC ONLY REORWONHEtTItJA7EDSECIH015. SEE NOTE3SE[f 1 ncreB F ATTACK BOTTOM BRACKET TO GOROI U-OM WTH (2) •• 1/h147 ' SElf OIIM1l1N0 IMPACT BOTTOM BRACKET V91HO M 3) SECOOM ODORS FASTENERS AND GENIE TM6 3'. 10 CA, TINGES REWIRED FOR SO HAAROwOt DOOR WIM INVEGIK gs AS MRS 5/10/00 f AOOW IMPACT RESISTANCE TO 0000. SEGRON DOORS AVOW MODEL IMOO. MiN (S) r. Is CA oAIEo THMED1aIV To6oR9O-eARs LOCATED OVER ARE NOT IMPACT INTEGRALRR63 AS CRTfSHOWN B/07 P7 MCOIFm Aw BRAMT SOMILE FO HAT OF". ADOm LH BUCK DETAIL SMELT I CAR 4/17/0111 P6 ADDED IMPACT RESISTANT QALNC. ADDED TEXAS LICENSE MRLBER TO TITLE BLOC MCTEASm M AA 40. FO 6'-e'. ADM MICH RROOW LATCHLIFTAMP CRT 7/32/08 PC UPDATED TITLE BLC 1. ALL U-BARS SMALL BE ACm oYiR INTEGRAL RES APO ATTACHED THRU PRE-PUN01m HOLES WTH (2) 1/hIW/6' CD1PnLE SLEW$ AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/ 4-147/6' SELF CRUM COMPOTE SC IE" AT EACH ENO CAP ( OIRPT BOTH U-BARS (" BOTIOP KCI M - SEE DETAIL B AD 0 INES SHEET). (2) 1/4-141/8' C IMPTITE SCEWS APPRO)WATC.Y MIDWAY RIVECH END Oi COCA AND INTERMEDIATE ONCE LOCATICK AND (1) 1/4-14:5/e• CDMPnTE SCREW APPRNDIATRY 0' FROM CACH O4 FOR DOOR WSITHS GREATER THAN IY-O. THERE SMALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-SALI OICEPT BOTH U- BARS ON WrIOU SECTION SMALL NAVE A TOTAL W (16) 3vE11s EACH. FOR 0001 MDDIS LESS THAN 09 EDUAL 10 THERE SHALL g A TOTAL W (10) SCREWS ATTACONO EACH U-BAR ONCEPT BOTH U-SARS ON BOTTOM SECTION NM- STRUCMRAL OECORAnVf SHALL HAVE A TOTAL W (14) S(RESS EACH. OUTEIL WINDOW TRW L VAIN THE D=PTON W THE (e) PRE-PYNMED MOO 01 I E TOP W EACH END USED FOR ATTACHMENT W 771E ROLLER 71/ 4- POLYCAMMINATE DES go SINE (6) PRE-PumoED NOES N TPE BOTMU W EACH 06 USED FOR IHE ATTACHMENT OF THE TOP FWM79 AND UOESS NOTm OTHERMSE ON THOS SPECIFICATION DRAWING. ALL PRE-PUHCHW HOLES N ALL U-BARS 9011 Of ATFACED TO IRE DOGE WTH 1/4-1..3/r COMIPIIIE SCREWS 3. 10 CA U-BARS SMALL BE STAMPED -46' APPRODMATILY W FROM EACH END. AND STATIC PRESSURE RATINGS IAPPROVED SIZES SCALE: N.T.S. SCE: A WayneDESIGN ( PSF)I f2&60 -2SAO MAY W10T16 is' -a' OATS NAME TEST ( ZL63 -43.20 MAY MUGHT* 6'-IF" WN 3 /06 CRT Dalton. IMPACT C RATED YES/NOk YES MAY SECTION ILLICIT. 21 ECRED /Bros NAB GARAGE DOORS MODELS 5120/9100/9605 SHEET 2 OF 2 CtlSIOM W OV9NEA0 DOOR OW DRANCNO PART NO. I REV. sm PIDISACAA00190WA 322314 WINOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 fw i7rfuo 14" MAX 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWARNE 1 KORNI91, PC Sri OoONIY ROAD 19O MOUNT 10L ODD R PC 7"0 T7 PC 1174U PROIC590KAL OIONIDI7 SELL PROVIDED ONLY FOR VOMMA90I OF "41,0A0 OONSTRUCTIOK 9RAAi PLATE LOCATION HEOULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUO( WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE M 13 GA MIN CONTINUOUS WALL ANGLE x11111111%1/// EE .!Ko ''• No. 77945SrATE Z OF • tv 40RIDA , • pNAL 6//f/a'7 k4p d6d a"17 In, i TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX DOOR MAX PSF 9'-0" 46.0 PSF -52.0 PSF 6'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART x-CUPS-TEXAS ANGLE 12 FOOT ITED 0/11/03 IPOATED FORMAT. EASED ALLOWABLE MVRES TO 00/-5Z00 PSF FOR DOOR WIDTHS. ICED 'TEXAS WALL E• TO 'CONTINUOUS ANGLE'. ADDED iTRAR MOONING IL, CHANOW TO I NO ANCHORS 4/2/07 D MODELS 9600 6024 WITH OVERLAY RACK CUP DOLE. 8/21/07 IPOATED MODELS D IN CHARTS. ITEO SAUCE & CUP RULES 9/06/07 IPOAIE MOUNTING IL DRAWINGS. 10/05/07 IPOATED CHARTS TO NATE THE USE OF JS CRRLACEDOSSSSTTHEE UPDATED STEEL INTINO DETAIL 1 04/11/06 EXPANDED 1-1/2• TO I/8' DOOR THICKNESS AT UP TO 14, NICK. 12/11/08 UPDATED TITLE ICK 8/2/10 UPDATED TITLE 5/15/17 8y a GATE NAME DRAWN 8/21/07 GRT00PonCHECKED6/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE DRAWING PART N0. 1 REV, ENSACOLA. FLORIDA 32514 307494 P11850) 474-9890 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL na WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 4' •; 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 4376 COUI7IY ROAD UO MOURI HOPC 010 m K 779U 11 R 117=6 ROff3l0"At 01GKQAY Sm FRONDLD my IN DONCAIIW OF WAX.M0 CONSAUCIXYI OCULS, P.(IIE J !co Z.* No.77945 S STATE OF Fss •'oRIDA .••G ZpNA` Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PE"(6so) 4-0989032314 CK- CLOPS-TEXAS L ANGLE 12 FOOT IATEO 6/ Ii/03 UPDATED FORMAT. TEASED ALLOWABLE SIRES TO 1. 00/-SLAG PSF FOR DOOR V40THS WGED ' TEXAS WALL LE" TO -CONTINUOUS ANGLE". ADDED STRATE MOUNTING AIL. CHANGED TO If HO ANCHORS 4/ 2/07 CHANGED FORMAT. IED MODELS 9400 1 9024 WITM OVERLAY TRAGIC CLIP IEOULE, 6/ 21/07 UPDATED MODELS WIN CHARTS IATEO SPLICE 6 CUP EDULES. 9/ 06/07 UPDATE MOUNTING AIL DRAWINGS 10/ 05/07 UPDATED CHARTS TO ONATE THE USE OF C 0 LACROSSpIKE ° J 2/ 07 UPDATED STEEL INTING DETAIL 1 0/11/06 EXPANDED 1-1/2" TO 6. 000R THIGICNESS AT UP TO 14' HIGH. 12/ 11/08 ADDED MODEL 6700. ATEO TITLE BLOCK 6/ 2/10 UPDATED TITLE GIC. REMOVED CHART. 11/ 15/13 UPDATED TITLE CIL. 6/15/17 SHEET 2 OF 2 DRAWING PART N0. REV. 307494 P11 Wayne Dalton. 3393 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9090 MA ACENP No.77945 y' S• MAI soSTATE• OF 40RION . xX\,\ MINIMUM b9 1/3 rQ NAI LOOK 50UTNERN FIX r6ltA L SOUTHERNPINE ` B7t IMAM[ A K01I1614 PE 43" COLIMIV 900 1" Pusan " WIL CPAn, rc7"43 n K 117000 PROFEIMCNAL FNGNCER•0 UAL RMID ONLY FOR VOOIGRON OF WWWAO 02ZONCTIOM =Akt 2- 3/4• J 12) 3/B• SOIPSOM TITEN NO SCREW ANCHOR WTTN A 1 1 4- WASHER AND A MIN34UM EMBEDMENT OEM OF 2- 3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4-. DETAIN 1 NINg01M 7530 P9 [dICRE?4' NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2083 LOS. 4• J 4) 3/B' SIMPSON T17C H NO SCREW ANCHOR WTN A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH Of 2- 3/4• AND A MINIMUM EDGE DISTANCE OF 4•. DET61L 2 MINIMUM 2000 P51 [.BIER flLl fO (91 1 MOTT• MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TITLE BLOCK ESC 6/15/17 MINIMUM US 03 it HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4• 4• 1- 1/2• 1-1/2• 4) 3/0' OIA. LAG SCREWS WON t-t 4. 0.0. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF 1- 9/32• INTO THE MAIN SUPPORT MEMBER QE1NL1 11A7 MUM GM LOAD CAPACITY OF 7430 LOS, DRAWN SHEET I OF 2 1eNEacrn JAMS CONNECTION SUPPLEMENT r RAWING PART NO. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIOA 32514 650) 474-9890 ONAT E i KORNLI, PC376COUNTYROADla MOUNT HOPC cm RT. K 77145 TS PE TT76F9 PROFEnONAt 041000I'6 SEAL PROMOD] ONLY FOR Y10011CAOON OF 491OLC4 COVSINOC7gN OLYALLS MIN 2500 PSI CONCRETE MIN 2 N 4 SPF (C-0.42) OR BETTER WALL STUD d= MO ALLOWABLE FASTENER Wi M MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF THE STRUCTURE. DESIGN 2 S//4• DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SMALL MIN EOCE dST THE SOLE RESPONSEUTY OF. THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSONAL OF RE FOR THE STRUCTURE L d 3/6• SYPsm TITEN No. 6• BETWEEN JAMB BRACKET LOCATION JAIL BRACKET 1/4-20%9/16' TRACK BOLT AND 1/4-20 NETT N TRACK OfRil:i OOMCRFIF MOUNTING OFTAIL E E ISER'sy Q ' No.17945 Uj v SrAm of '24v, ID S/ONA- S/16' LAG SCREW WITFI d91D) N CFl1tfR Of WMB 6RAIM LLOOCCAmW JAMB BRACKET T 4-2" 6' ACK B T AND 1/4-20 MEX N TRACK pRIFG.T YAM MOUNTING. OFTAII MAY 42O Oe PER LAC. CACYFNIn JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 5/15/17 ' GATE I NAME 4 10 13 1 CRT ED 1 ORALNNC PART NO. REV. 324620 P16 1 /2/P018 Florida Building Code Online IF Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ! Stats & Facts ! Publications I FBC Staff SOS Site Map . Links i Sear F%fidd IA Product Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL19715-113 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 jonben-ian@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 I- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1 /2 1/2/2018 Florida Building Code Online N 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 Mill FL # Model, Number or Name I Description 19715.1 1 Series 2900/4900 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Installation Instructions FL19715 R3 11 SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD011 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 PER4806 SS 2017-06-14.ndf Created by Independent Third Party: Yes Back fJ,i:xt The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wL supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Iicen- under Chapter 455, F.S., please click JIML. Product Approval Accepts: MKINE30 Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED S THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PROOUCr INSTALLATION OF THE MAXIMUM SUE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STALK TO BE 3/B INCH. SIPM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(SI SMALL BE CONSTRUCTED Of NIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE Ib WOOD SCREWS OR 11 GAUGE ROOFING MAILS OR 106 COMMON NAILS OF3UF IWW LENGTH TO ACHIEVE l-V2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN. 3/B' EDGE DISTANCE. 4 AN INSTALLATION: FOR INSTALLATION INTO METAL STUO USE ro SELF•TAPPING SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE A QXIMUMOF 3 MCN IRTIdN BEYONO METAL WALL INSTALLATION SWILL MAINTAIN MIN. 3/5- EDGE OISTANCE. F. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE o10W000SCREWSOFSUFFICENTLEM67NTOACMIEW 1.1/2INCM MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. L THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCRETE/MASONRY, USE 16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SWIU MAINTAIN MIN. 13/4'EDGE DISTANCE. 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SEUF•TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THROUMN-E7RATION BEYOND METAL WALL• L0. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUT NOT LIMITED TO STUCCO, FOAM. BRICK VENEER. AND SIOING. it. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATINC, SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE FROOUCT SHOWN HEREIN S DESIGNED ANO MANUFACTURED TO COMPLY WRNTHE GYM EDITION FLORIDA BUILDING CODE (FBCL EXCLUDING HVHI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMMWOMAMAJO1/IS.2/A44040/ll 2. ADEQUACY OF THE OWING STRUCTURAL CONCRETUMASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN VINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANS9FIRING APPLIED PRODUCT LINOS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X ANO 2X SUCKS CWHEN USED) SMALL BE OESIGNEO AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. N. THE INSTALLATION OETAIL3 DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHIFECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4fflQ AREAS. IN MYMU AREAS, ONE TIME PRODUCT APPROVAL TO dE OBTAINED FROM MIAMWADE RER OR AMU. S. APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. G. WINDOW FRAME MATERIAL: PVC L2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TN EDITION FK WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EOGE DISTANCE S MEASUREO COMPONENTS SMALL NAVE BEEN PRESERVATIVE TREATED FROM fREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SWELL OF OR SMALL BE OF A OURABLE SPECIES AS DEFINED W BLOCK CHAPTER 23. a INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S GLASS MEETS IKE FAMIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND, ANCHORS SMALL NOT BE GLASS CHARTS. SEE SWEET G FOR GLAZJMG DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THIN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR CAPACITIES f0R PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MINIMUM SPECIFIC GRAVITY OF GSS. B. CONCRETE •MINIMUM COMPRESSIVE STRENGTH OF 30M PSL C. GROUT•FIILEOCMG•UNRSTRENGTHCONFORMSTOASTMG90WITN MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GRWR CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU . UNIT STRENGTH CONFORMS TO'ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.3 MIL (0A478' Or IS GAUGE). MIN. 1/2' COG( DISTANCE, F. ALUMINUM. MINIMUM ALLOY 6063•TS. MINIMUM WALL THICKNESS OF 1/16'. MIN.1/2' EOGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SPIFFY DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS A VERTICAL d HORIZONTAL SECTIONS (NAIL. FIPO 5 VERTICAL d H=ONTAL SECTIONS MOM" FRAME) 6 HORIZONTAL SECTIONS. B= INSTALLATION. 6 GLA2SNG DETAIL MAX OVERALL SIZE DESIGN PRESSURE PRESSURE MAISSII.E IMPACT RATINGWIDTHHEIGHT 36' BA' O/X 35 / -33 PSF NON IMPACT 3B' 66' O/X 50 / -50 PSF NON IMPACT 36' 7N. O/X 50 / -50 PSF NON IMPACT 3B' 7T O/x 35 / -35 PSF NON LNPACT O/X 50 / •50 PSF NON IMPACT 72' DIX 35 / -35 PSF NON IMPACT 6P O/X 20/-20PSF NON IMPACTI' m.62' 72' O/X 25/-25PSF NON I/WACTB.T.75- O/X (ORTEL) 35 / -35 PSF NON IMPACT DIX (ORIEL) 20 / -20 PSF NON IMPACT 6Y O/X-0/X 35 / -35 PSF NON IMPACT 72' 64- 0/X•O/X 35 / -35 PSF NON IMPACT 76' 1 62' O/XO/X 50 / •50 PSF NON IMPACT 76, 72' Om-O/X 50 / •50 PSF NON IMPACT 76' 7T O/X-0/X 25 / -25 PSF NON IMPACT BO' 74' O/XOAK 35 / -35 PSF NON IMPACT 71' O/X-O/X 30 / .30 PSF NON IMPACT l06' 62' O/X-O/X-O/X 50 / •50 PSF NON IMPACT 10B' 72• O/X-O/X-O/X 50 / .50 PSF NON IMPACT 106' BP O/XO/X-0/X 25 / -25 PSF I NON IMPACT OpWEF- 67 Mrm" F. N&WO. P.E. R.mPmIOMNlWVWVINSootLlMWd FL#: Fl19715Om: 2017.06.,E 16:ll=-04W Silverljmn evindersen 19711rnoo.•.000• Oro savokmE QUK H6HTH N%#0wOl w LIFO r (7r.j 41'.m00 V pv,n VI Sw A-i aitei Z Cc Cl. ulN z w - j023 a co <? JJ W40 a Ll .ei IIOcyO I IV IN z I D002 OF 6 MAX HEIG MAX FRAME WIDTH 4e' B E a a F 3 a FRAME 4T 96, 2 X wv ELEVATION SINGLE NUNG WINDOW MAX FRAME WIOTH W A E s 3 P e c 4 MAX FRAME HEIGHT 74' Eli ajL-Rim N-1-m 44F e c A 0 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS FOR ALL U024SOI RATINGS, SUIGUi UNIT COMWPATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL ZM-4902 RATINGS„ TWIN UNITCOXAGURATIOTIS MAX FR HEIGHT t MAX FRAN HEIGHT 9! MAX. FRAME wIDTH 4e- ELEVATION SINGLE NUAIG ORIElwU10OW MAX FRAME WIDTH 105• —1 TRIPUE SINGLE HUNG WINDOW rSilverUne j tvAndiii 0-4 311-MV4 KH'E w.mwl.Yne I.waFlae we 1>L'1 naoo 10002 ' 2 OF 6 2' MAX, POM'{ -"' MAX cFORNERS Ir O.G. 11' MAX - O.C, r MAX OM 4 Ur MAX CORNERS 1 r O.C. 4 1/r 0. 2' MAX FROM BWEBSCOL M'..T'.,RTa.T W'Ahi SM.IL Og "0gf0 ^AX V OC 2 MAX FROM T WAD. JA" NO mL CORNERS ANCHOR LAYOUT WAR, FIN • SINGLE HUNG WINDOW WMAX FROM CORNERS O.C. IV MAX FROM 20'L O.C. L 6' MAX FROM CORNEAS ANCHOR LAYOUT METHROUGHFRA• ANGLE HUNG WINDOW 16 1) 4 _ 41/2• MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW CORNERS ai. .vw O.C. T— P MAX C. Irr 1- MAX ^ - -- CORNERS Ir I 6' MA X O.C. 6' M 0.1 1. MAX FROM CORNERS 6' MAX FROMCORNERS 161) 0- MAX. ANCHOR STRAP 6- FROM P/N 50.2995-2 FROM' CORNERS ' SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG WINDOW i 6- O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE ANGLE HUNG WINDOW lr MAX. O.C. SilverUne mm.. QN! m WP U4 &UK NP.Tw F.1MZ.Wuk W W" parl.nlFFo m z 5. aim - c w mloi & CLydGm a v r a o T N In J Z O v m a Z L O LuLu h O W 0 f ANCHOR STRAP P/N 50-2999-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE ANGLE HUNG WINDOW VG m SW0002 TEEM 3 OF 6 1- MAX ^ - -- CORNERS Ir I 6' MA X O.C. 6' M 0.1 1. MAX FROM CORNERS 6' MAX FROM CORNERS 161) 0- MAX. ANCHOR STRAP 6- FROM P/N 50.2995-2 FROM' CORNERS ' SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG WINDOW i 6- O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE ANGLE HUNG WINDOW lr MAX. O.C. SilverUne mm.. QN! m WP U4 &UK NP.Tw F.1MZ.Wuk W W" parl.nlFFo m z 5. aim - c w mloi & CLy dGm a v r a o T N In J Z O v m a Z L O LuLuh O W 0 f ANCHOR STRAP P/N 50-2999-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE ANGLE HUNG WINDOW VG m SW0002 TEEM 3 OF 6 f ANCHOR STRAP P/N 50-2999-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE ANGLE HUNG WINDOW VG m SW0002 TEEM 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2• MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS e s . ': 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN E06E DIST. 18 WOOD SCREW INSTALLATION ANCHOR .......... EXTERIOR FINISH BY OTHERS iN' MAX. PERIMETER—:x SHIM SPACE SEALANT NIT BY OTHERS l HEIGHT EXTERIOR \ INTERIOR SEE 6LAIIN6 DETAIL, SHEET 6 VERTICAL SECTION q mm - 2K wood BUCK NAIL RN SEE GLA2TN6 DETAIL. SHEET 6 EXTERIOR INTERIOR UNIT HEI614T PERIMETER SEALANT BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW I.......... INSTALLATION ANCHOR 3/8' MIN. K WOOD BUCK BY OTHERS EWE GIST, SEE SHEET 6 FO CONNECTION D. CAULK BETWEEN CONCRETE/ MASONRY 7NCRETE/ MASONRY 6 2X 1 Lr Mm By OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION Q SlU•2KWOOD BUCK NaLAN SilverLine bAnd<' ISL'.II g7ll Nam wrw,wtct w ono+ w' pxl a.aoo Z^ 1/ 4' FLAX MIN. 3/8• EDGE DISTANCE 3 •+ "' z I SHIM SPACE C J i• 7a _ SASH REINFORCING W j e v coy SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS u°Ci' I h < m SEE GLi12IN6 PENETRATION BEYOND WWi v O j< 4 g DETAILSHEET6METALSTRUCTUREzof m w c WVl < INTERIOR At8GR.55ELF•TAPPITIG'SCREW INSTALLATION ANCHOR d METAL STUD BY OTHERS, R" SEE SHEET 1 INSTALLATION NOTE 14 o m J EXTERIOR FINISH BY OTHERS EXTERIOR . PERIMETER ALANT 0 G SEBY OTHERS O. A. to UNIT H a WIDTH > q Q W W w C HORIZONTAL SECTION 4 IAMB • METAL STUD NAIL FIN k% nvsZ NG it: SW0002 EET: 4 OF 6 JF20 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BV OTHERS ' CAULK BETWEEN • , CONCRETE/MA5ONRY 8Y OTHERS EXTERIOR FINISH 314, MIN. EDGE DISTANCE 'i 2X WOOD SUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIRaHETSEEG l 1/2' MIN. DETAIL EMBEDMENT INTERIOR 1 PERIMETER SEALANT ' SHIM SPACE MAX BY OTHERS / SHI A. EXTERIOR ( / INTERIOR UNIT HEIGHT SEE GLAZING j DETAIL. SKEET 6 VERTICAL SECTION 5 HEAD -2XWOOD SUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 IEXTERIOR O,A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY, SEE PLAN VIEW -ANCHOR STRAP P/N 50.2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4' MAX 1 r SHIM SPACE EXTERIOR FINISH 8Y OTHERS a :• 1 L4• MIN EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR 4 1`3/4' MIN. • EOGE DISTANCE p VERTICAL SECTION S SU-CONCRETE/MASONRY THROUGH FRAME EXTERIOR oA UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN.1/2" EDGE DISTANCE 410 GIL 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVSE/STVD OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT 8Y OTHERS HORIZONTAL SECTION 5 JAMS - METAL TUS(/STUOOlt APPROVED MULUOR T14R000HFRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000 FRAME, HOLES PROVIDED 2 0000 2 0000 TOACCOMOOATEJYl4OIA. 10 0. 500 40. 0620 0. UO( Z)3.0000(2)6.0000 N_INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.29"-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS; A, FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN.1-1/4' EMBEDMENT, MIN. 1-31C EDGE DISTANCE, S. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRD LING SCREWS, GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) sno WOOD SCREWS PER STRAP, MIN. 1- 112' EMBEDMENT, AUK r EDGE DISTANCE. SilverLino ItAndemw W72 CK mvEl at o tvE mmo mw4wzmwa+ot wat7' atl•nwoo Z 0 r7Q i w 8 gCo v 't WiV e v Z' W < x <„ is Q <%u . a < mWQT aW a a d o . m VI 5. J h c 3 X uZ O V1 0WG n: SW0002 4EE' T. 5 OF 6 INTERIOR INTERIOR SMALL' FRAME -LARGE' FRAME RELWORCV46 EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION H HORIZONTAL SECTION MEETING STILE V INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIMRATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 x 64. (O/M. DESIGN PRESSURE •/• 35 PSF 38 X 74, (O/X). DESI6N PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 64, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/)), DESIGN PRESSURE •/. 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 1 r - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOTREQUIREDREQUIRED FOR THE FOLLOWING SIZE/RATiN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE •I- 35 PSF 1 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: Al16LA2IN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENT5 OUTLINED IN CURRENT FSC AND ASTM E 1300 . GLASS LOAD RESISTANCE. F— $/ 8' Oil. X.G. G1a55 EXTERIOR / INTERIOR I 0 MIN. GLASS SITE Ur 0 1/8- SETTING BLOCK GLAZING DETAIL 1 NOTE. L LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/ 4• ITW TAPCON ANCHOR 4' FROM CORNERS IV MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/ 4' MIN. EMBEDMENT 11/ 2' MIN. EDGE DISTANCE r MIN. EW DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverUne bAr4nm M741 ONE *% wftot WSW MTM w .wtm w aaw e Cral us.@= 8 i G a 8p N V` Q LL w y Z W W: J O 2 S W m G 2 6u< 7 0 o p tca i zi v2 o C v OWG $ 1; SW0002 SHEET:.` OF 6 i BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6'h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' J%LLIIII//I// S F. O /i O 7 TT • G StONA _ Hermes!1 kiM o, P.E. Florida No. 73778 BUILDING DROPS A\\,) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method A 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 61' 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 61' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 r rlBUILDING DROPS FL*: FL19715 A\\ A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 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\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SW0002) 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 e Business & Professional Regulation 9- SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Stiff I SOS Site Map I Unks I Search I Florida gook®Product Approval USER: Public User r.. rM= Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. 4. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS 11 CemPlank-installation.odf Approved for use outside HVHZ: Yes FL13192 R5 1I ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER Rio-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 R5 Il ER RIO-2688-17 Plank WSP Sheathing.DdfDesignPressure: N/A FL13192 R5 11 NOA 17-0406.06.odfOther: For use In HVHZ install in accordance with NOA 17- 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.adf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS 11 ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.ndfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathina.DdfImpactResistant: N/A FL13192 R5 II HardlePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.odf 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.od FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathlna.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 RS Il HardieShingle- Installation, odf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use installation Instructions Approved for use In HVHZ: No FL13192 RS 11 ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 II HardieShingle-Instaliation.odfDesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER Rio-2685-17 Shingle Wood Metal Frame.Ddf I I FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf ICreatedbyIndependentThirdParty: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 11 NOA 17-0406.06.01' Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 17- FL13192 RS 11 Prevail-Lag-Siding--Installation.odf 0406.06 Verified By. Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 a5 AE ER RIO-2687-17 Plank_Shinole to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Dacle Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publIc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick haL. Product Approval Accepts: Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL outh r MULTIFAMILY SIDING PRODUCTS Lap $ICII119 INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH :) TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. g Protect edges and comers from breakage. The manufactureri5 not gresponsible for damage caused by OUMOORS 1 cutting station so that wind will blow dust away from user and others InworidrtBest g gam. 1. Useoneofthemethods: a' L $ COf B wD 0. Shears ( manual eledrk or pnerartafd) b. eeW. L Dust reducing circular saw equipppped with a Hardiebladerusaw blade and HEPAvacuum extraction c. Good: L Dust reducing circular saw with a HardleWde saw blade only use for low to made *cutting) 1.lCut onlys using sane and snap, or shears (manual, electric or pneumatic). 2l itionCAN dew Inweo-venaatedarea NEVER use a power saw lydoas NEVER use a circular saw blade Ural does not carry the Hard blade saw blade trademark NEVER dry sweep- Use wet suppressbnorHEPAVaaemr Ngortant Note: For maximin potedlon (lowest respirable dust produdion), the Manufacturer recommends *** using'eesr4evel uAng methods "afeasble. improper Storage and handlingOf the product. cadur' Ice exposures• Adddgralexl>+rekdormaaonrsevaaable MOSH. appro ed respirators an beusedIn (ion with above s b further reduce dust at www.prevailslding.com b lep you delenNm the most appropriate cutting meUrod for your lob requirements. II concern still edsb about exposure levels or you do not comply with the above practices, you should aNrays consult a quaffed Industrial hygienist or contact the Manufacturer for further information :cane GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maxjmum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven naffs (fasteners) are used for attaching siding over foam insulatiorllsheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local buikftng code requirements. The manufacturer will assume no responsibility for water infiltration. Instal Prevail"' products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required ( fig. 3). Maintain a 1" - Y clearance between Prevail"' products and roots, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum V gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.8). 9 Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). waterresistive barrier lel-In bra( Adjacent finished grade must slope away from the building In accordance with local er 24• o.r- max building codes • typically a minimum of 6' in the first 19. O=Wo ng Do not install Prevail"' products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. For larger projects, including commercial and multifamily projects, where the span of the wall is significant in length, the designer andlor architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www JamesHardie.com. INSTALLATION: J019TTREATMENT Required for FeMyBuilt Color Rnrsh, Recommended for Primed pro 4 It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier joint fleshing" medgO ° oo\\ 11 r/ o% t border fnslap parks in ° o .° moderate contact ° o 0 o fastener coo Install a 1 114' starter strip to 0 0 o ensure a consistent plank angle Install factory finished edges together at bull joints. leave appropriate gap between planks and On. then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application Instructions. WARNING: AVOID BREATHING SILICA DUST PmvaUa products omtaln respirable crystalline silica, which Is known to the State of Caffomia to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some oca+pallonal sources. erealhhg excessive amounts of respirable sirice dust can also cause a disabling and potentially fatal lung disease called sifwsis and has been linked with other diseases. Some shndles suggest amokkg may inaease Ituese risks. Duunmgg mstaUalbn a handling: ( 1) work In outdoor areas wllh ample veMUaUon; (2) use fiber cement sheare la cetUng or, wAere not leasible, use a Hard'edade saw blade enddust-reducing circular saw alladed W a HEPA vacuum; (3) worm oduers In ure immediate area; (1) wear a properly -flied, NIOSH-approved dust mask a respirator (eg. N-95) In accordance with appfceble government regulations and manuladurer instnrdions b further Umlt respirable sUlce exposures. During dearwp, use HEPA vaceums or uvel deanupmethods -never dry sweep Fa fuAher lnlarnwfron, refer to our IrslaAaUon lsbrrctions and Material a( ety Dale $heel avafaWe al www.prevaUslding.com or by celBng 1.877.23rr7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION WSTRUCTIONS MAY LEAD 70 sER10US PERSONAL INJURY OR DEATH. r PR1007-P114 7110 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing requirements for clearance between the Prevail'" products and' arid'decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the stud N° ' Firdergure 4 S1d1ng II t roofing and the bottom edge of the siding and trim. ave Figure s wntxete foundation Maintain a 1/4" clearance between the bottom of Prevaile7 products and horizontal flashing. Do not caulk gap. Figure 7 ILMauik 1/4igap r—;;7 Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS** fascia deck material r 11 r-r Figure 9 , c, KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with AMmem KkkM step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. DdoW It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing' To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail"m lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" — — O.C. max. stud 24" Figure 10 Figure 11 1 1/4' min. O.C. max. ` overlap water-reslsUve Minimum overlap d barrier o for Both Face I I 4 and Blind Nailing I °I blind nail I 3/4%1• I _ — — I O I min. 1 1/4' face nail 0 overlap I r I water -resistive ' •` ;` era barrier tive 1 1/4- min. +* barrier y overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted Mill permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.flconline.com. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk 8 0addnail Figure A Figure B do not under drive nails DO NOT STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"' products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS so 1 so a 100 S w 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71M 7112 8 5 6 6114 6 314 8114 7 9 W 8 9112 8114 12 10 W 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 Be Be 65 6 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 260 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail'" lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405,17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 02010 JHTL. All rights reserved. TM, sM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJWL. Warranties, and Wamings are available at www.provailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 Florida Building Code Online Business 8t Professional Reyulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats 9 Facts Publications I FBC Staff 5CIS Site Map . Links Sear. Fbita Product Approvaldbprctj0USER: Public User Product Approval Menu > Product or Application Search > ADplication List > Application Detail itsrM , FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i 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 823)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 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits Final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr appdll.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwerWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 FL # Model, Number or Name '" Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: RefundStatement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 050.487.1395, *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 wh supply a personal address, please provide the Department with an email address which can be made available to the public. 7o determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: ME © Credit Card Safe https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYOvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and' the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 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 F,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Rti114*44 QG•, CENSF•'' No 74021 ir = STATE OF 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 Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-incho.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location IF Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 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- inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head dia. trip nail spaced 48- 64.2 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- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. x 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1 75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inchinchx7dring One (1) min. 1.75-inch i o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1 x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1 x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 204 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel 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 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. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or e ( One 18 ga. /.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten twoinch lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- x 77dmin. 2.255- 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/01 head dia. nail with min. IW' engagement(for wood substrate) or min. 0.097" dia. T-nail or stub ne11 with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-18 12F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Cr*VM ` SOFFIT STAPLE OPEN RAFTER; 3/4• x 1/4- ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND p / PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 1-3/4- TRIM NAIL a" STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. 7_7' CHANNEL CAN BE PAINTED S.S. 4a" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -max- 12-inch span WO00 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail OPEN RAFTER nscrow ; SOFFIT STAPLE DIST DIAMOND DETAILL PATTERN FACIA BOARD SfTLf / 3/4- X 1/4- CROWN STAPLE '24' JTRIMNMAIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA a' 1— CKANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINTEDS.S. 48'with one(1) N8 x O.C. FASCIA CAP 1/2• x 3/8• head diameter screw, 3/4' X 1/4' 16• o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATEif— DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sous Appendix B System No. Installation Detail 1 (I' TRIM NAIL FASCIA BOARD PAUITEU S.S. FASCIA CAP SOFFIT 1'q. CROWN STAPLE OPEN RAFTER FASCIA BOARD u w ve• rNra 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16- SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 14" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. 0FASCIALIP1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n , SOFFIT STAPLE OPEN 3/4• x 1/4• ' ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A OIAMONOr,KIry l PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 8. 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S.S. T_'F' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFR-max. 16-inch span WOOD 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 I I' TRIM NAIL FASCIA BOARD PAINTED 5.5. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAILPATTERN; REFER TO 16F-2 & SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAILC.jj%'FASCIA CAP; REFER \ TOOETA4SOFFIT & FASCIA F' CHANNEL SOFFIT; MAX. 16' SPAN W\ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 NAIL PAINTED S.S. 48- O.C. SOFFIT -max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B I &W KfVa:N ` 1 SOFFIT STAPLE DIAMOND PATTERN ILFACIABOARD % >/s' 1[T 3 1 DAIL sr,ci ASCIA CAP 3/ 4- X 1 /4- CROWN TRIM NAIL' 4STAPLE '8' ON CENTER 1-3/1-3/PAINTED S.S. SOFFIT FACIA BOARO FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DErAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail I • TROI MAIL fASCIA BOAaO PANTED S.S. ra}- CROWNSTAPLES FASCIA CAP SOFFIT USING A 01 MONO PATTERN: REFER TO 1',t• CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 ' TRIM MAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24174 1'.1• CROWN STAPLE FASCIA CAP; REFER / TO SOFFIT t FASCIA\ DETAIL / Nominal 3/8 Batten Anchored to SOFFIT; MAX, 24' IF-CHANNEL Rafted withifA onee Id Ring Slunk Nail at every Rafter W000 SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'ei!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAILNominalrarsyv Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Mal at e•erF Ratter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NA0. FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT I'rj- CROWN STAPLE 1 e TRIM MAILFASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA OETAIL 24F-3 & 2417-6 I'e!• CROWN STAPLE FASCIA CAP: REFER TO SOFFIT ti FASCIA OETA0. Nominal rat• SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters vith one Id Ring Shank Nan at every Ratter MASONRY ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1'4CROWN 1 t' TRIM MAILFASCIA BOARO STAPLES PAINTED S.S. FASCIA CAP SSOFflT USING ADIAMONDPATTERN: REFER 10 CANTILEVEREO 1- 4- CROWN STAPLE SOFFIT STAPLE RAFTER OIAMONO PATTERN OETAIL FASCIA BOARD 1 ' TRIM NAR SOFFIT & FASCIA vAareB S. S. DETAIL 24J-1 Sr 1'r' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIA OETA1l / 8 \ 4rNw. nhaj1• a 2' SYP battens uabbeo between rafters and SOFFIT: MAX. 24' I I I 3/8l 1-CHANNEL secured with one (t) 7d rip I shank nau straight -need Uumph the rafter Into the end / WOOO SUBSTRATE of the batten or two (2) 7d ring stank nails U* nstled on \ eahm side of the battem at the batterVraRer intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuit 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, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 1 -42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-116 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Li 7LFe s"re'sfo -rLr$ Tiu18in•r_g e- a ; Man 360 v, m2L7401190200Enclosed 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 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001. 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5. 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- 1/8" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/1- PRORE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 1 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02VTw 0.12r Tw 18' BLANK 3 / 8 PROFILE 2J7VSV osrT" o a000 000lu oaaoo E oao 00000 aaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix 0 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 0 SC iY/ a m Try 04SW nP 0000 aoo 00000 000 a0000 000a END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 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. FAY 'R,'P JiGAP • 9%- 2017.09.01 No 74021 - 10:06:18 STATE OF Q/ 041001 T• A, O Zachary R. Priest, P.E. R CI .` Florida Registration No. 74021 S ONq `% Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved S stems 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 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 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 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel l p andsecuringeachpanellaphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-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 MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 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 t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 F1.12194-116 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 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- 343.3 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 MOP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0 072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood legtaple spaced 8- s finishing nail with min. 801-90 diamond pattern inchinchx7dring One (1) min. 1.75-inch i o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch Crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg s taple 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 c.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. inch One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood lleg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 204 16-inch Wood leg staples in 1) min 2 25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 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 MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1 x2 No.2 SYP scabbed between rafters with One (1)18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-indh One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d securingeach 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoveD SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. lkk' engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I II \—.'F" CHANFITNELOVERHANG WIDTH VARIES) 12F-3 Wood, Concrata or Block W FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„WNW ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; DIAMOND PATTERN DETAILCROWNSTAPLES ; A USING A DIAMONDr, PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1 /4- CROWN FACIA BOARD 1-3/4' TRIM NAIL a" r:"r STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' X 1/4" DOWN CROWN STAPLE SOFFIT- max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAIL] ocrewed to oo[tit PAINTED S.S. 48' with one(1) 88 x 1/21 x 3/81 head O.C. diameter screw, 16• O.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B JI 3M \` SOFFIT STAPLE DIAMOND PATTERN L1FACIABOARD >ur cTrm i STARti / DETAIL ASCU CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLEWONCENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRW NA0. FASCIA BOARD PAWTEU .5. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD H 6A Wr IaOd 16F•1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA OETAL F' CHANNEL SOFFIT: MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 114" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concratn_ or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n„M `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; DIAMOND PATTERN DETAILCROWNSTAPLEN1` I' USING A DIAMOND =r„ WNW PATTERN FACIA BOARD i FASCIA CAP 16F-4 74 3/4' X 1/4' CROWN FACIA BOARD a' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max • 16 - i nch span WOOD 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1',J' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND —\ DETAIL 16F-2 & PATTERN; REFER SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP. REFER \ oo TO SOFFIT & FASCIA F' CHANNEL--,-., HANNEL DETAIL SOFFIT: MAX. 16' WSPAN 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 11 n ` SOFFIT STAPLE OIST DIAMOND IL I DETAIL PATTERN FACIA BOARO yr <TVm i fTMllf / 3/4- X 1/4' CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWNFACIA 8' 1NEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER JS.S. PPAINTEDS.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAIL FASCIA BOARD11— PAINTED S.S. ra}' CROWN FASCIA CAP STAPLES SOfFIT USING A DIAMOND PATTERN: REFER TO CROWN STAPLE SOFFIT STAPLE OIAMORO PATTERN DETAIL 1 }' TRIM NAP. FASCIA BOARD PANTED S.S. SOFFIT & FASCIA OETAII 24F-1 & 24F-4 1'e}' CROWN STAPLE --- FASCIA CAP: REFER TO SOFFIT & FASCIA \ DETAIL Nominal rzr STP 1 Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Ralftra with one 74 Ring Shank Nail of every Rafter I M000 SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 1 I' TRIM NA0. FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'a1' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 OETAIL 24F-5 1'VI' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT l FASCIA DETAILNominatrarST'P Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one ld Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15OO1.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRW NAIL FASCIA BOARD PAINTED S.S. 146A T.NA0.S I FASCIA CAP SOFFITI 1'4' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 24F-6 1'rt' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal r'RY SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM MAILFASCIA BOARD PAINTED S.S. 1•at• FASCIA CAP STAAPLESPLES SOFFITUSINGADIAMOND PATTERN: REFER TO CANTILEVERED T ' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA0. FASCIA BOARD SOFFIT 8 FASCIA I TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1-4' CROWN STAPLE 24.1-2 FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL Nwnkal 1• a r SVP battens I..I e• sen ratan SOFFIT. MAX. tt- 3/8 CHANNEL aecured WAIN one (1170 ring 1 IshanknaUsbaVht-ranee I NuoughtherafterIrmotheamWOOD SUBSTRATE of the batten or two (2) 7a I rtrq slunk nds toa+u W an either side of the betnrn at the battarVrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 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, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 1 -46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 r60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 1 -69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9. 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/E- 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 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 1 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0Zrrw 017r m 18' BLANK 3 / 8 PROFILE anrFu ol0000 000 00000 ooao 00000 aaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/6" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE o as TYO O Tr TVP C.12r Tvr oaao 000 00000 0000 0000a 0000 ENo 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 Business 8t Profe-ssional Re ulation f BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff SCIS Site Map Links i Sear Fbdda Product ApprovaldbprUSER: Public User r-tTt • m Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvem, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvem, PA 19355 610)651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wL supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.hlml 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2027) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 DC4ANE1983 The facsimile seal aDOeanrq was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electromcally signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Cerfi irate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 23: 09/05/2017 Page Z of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT"' 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark"' IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark"' Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL"' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate"", and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge"', Shadow Ridge"', Cedar Crest"', Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity 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. 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,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V„l, = 294 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 250 mph (Vu1t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R13 Certificate of Authadiation N9S03 6' EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 1Z 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 2507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" F-(305 mm)(305 urn) -(305 urn)- i Cl*'(25mm)TSlant 1"(25mm) 5 S/e" (145 mmPbftr.o T METRIC t3r/a" t3Ve" t3/e" 1"(25 mm) sealant 1" (25 mm)) 6 r.. T Figure I! 3: UNA- nadsfor every full sbingla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 T)pe II is suggested. JV4jR?o.11ing Cement Apply l" (25 mm) spots of asphalt rooting cement under each tab comer. Figure 11.4. Use four nags and sir spots ofaspbalt mmenl on steep slopa:c CAUTION: Excessive use of roofing cement can cause shingles to buster. Hip & Ridite for CT201. XT'" 25, XT'" 30, XT'" 30 IR: Cut Shingles 2" (50 mm) 25mjr+ 1, eynwe_ 1, 1 I f 12" Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11-24. Cut laps, then trim back to mako cup sbinow English dhnensions slown). tZ (305mm)Fast 1251'- Figure I l-25: Inskdialion of cups along The blps and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certi) kate oJAuthorirotion a9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-SS47 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITYIERD 6.5 I ARCAGIA'""' LOW AND STANDARD SLOPE STEEP SLOPE Use.SIX nails for cecn hall shingle locoed :u shown below. Use SIX mails and FOUR slut$ of asphalt roofing cement for every full shingle as shown below. Apple asphalt roofing cement 1'(25 min) from edge of shingle. Asphalt roofing cement meeting MUM U 45,46 T)pe II is suggested. I' (a mn) a' (25 mm) - rtrd lne Hml Ned file a'r6nw) 1'I25mm)— Figure 2. Uvc sly nail.. for veer. frill sbiut;le. Figure J. Use si r nails and fuur spots rf a#)1 rdr rrH f nq comerrr uu srrxy alu/,es. 6.5.1 Hip & R)dee for Arcadia"': Cedar Crest'", 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 "Sonolastic® NPI` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % 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 fide, apply a 1-inch diameter spot of NP 1 or Pl. adhesive between the shingle layers. email I f(305Mail O,LS m Zemail Hand -sealing adhesive 4w 114" 3/4" — I— 1" Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate o/Authorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 5W (16 MR Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 4 RA o Addmaul rods A mot iced. W (I6 QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I l fly 1 125 om) ` Roofing came 6.6.1 Hip & Ridge for Belmont° or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar CrestTM IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle° Ridge Figure 17-18• Sbanglee Ridge. 18' Exposure Remove tape from the right side 8• and fasten SECOND Fasten the .-- 11 left side 85 e RIGHT FIRST LEFT Figum 17-19• Installation of Sbangle® Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate clAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13. 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Ilse five nails for every full Shangle. 5B" 16 mm) roodo0a F'igum /7-!.• Use fire nailsfor eteryfu!! Grand AlanorSbangle. Carriage loouse Sbangle. or Centennlal Slate QOTRINITYIERD STEEP SLOPE Ilse seven nails and three spas of asphalt roofing cement for chcry full Grand Manor Shangle. We five nails and three spots of asphalt roofing ctrimm for every full Carriage (louse Shangle and Centennial sUe. Apply asphalt roofing cemt nt I' ('l5 mm) from edge of shingle Figuro /7-5). Asphalt roofing cement mctiting MMI D4586 I Tx II is suggested. 38 mm) OF tau 1.. 6 w* 220 !rm) nii w—& ® Fgue /7-5: Wben brstaRing Grand .Manor Sbong4K on steep slopes, use seven nails and Mire spots of aspbalt roofing cennnrat. Hip & Ridge for Carriage House Shangle"' and Grand Manor Shanale: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17' 305 mm) --(375 mm)— (305 mm)—H a saar ar ewawurw raowrc aw L I I" (25 mm) Relea a cape 1" (25 mm) I lift. Nailable . Atea WDE rtem LANDMARK TL 13W 13" 13'/2" 1--(343 mm) --(330 mm)-- --(343 mm)-- I--l" (25 mm) 1" (25 mm)—I Figure Ij-4: Use four nails for ereq• full sbitlia NorthGate: Its" uoos for low and standard ilopos (f'om 2:12 to 21:12) Nal betom upper d boar lass as stmn abm Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization a9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 7 of 12 STEEP SLOPE Ise sLe nails and four spots of asphalt roofing cement for even full laminated shingle. see below. Asphalt roofing cement should meet ABTA D45861jpe 11, Apply I- spots of asphalt roofing cement undo each corner and at about 12" 10 13" in from each edge. METRIC DIMENSIONS 12"--1— 14-5/4"— 305 mm) 1 (375 mm) 1"(25 mm) Nail Area For SleepT 25 mm) ---- QOTRINITYIERD LANDMARK TL 13 /2" 13' 13 /2'= 343 mm) 1 (330 mm) (343 mm) 1 "(25 mm) 12" 305 mm)( 25 I mm) {---- 1"(25 •- 25 mm; NorthGate: STEEP 12' 14-314" SLOPE - -(305 mm)—— (375 m NAILING AREA ( Nailin r1'(25 mm) betwee% na r 1 "(25 mm)--J I Cement Figure 13-5: Use six nails and four spots of aspbalf roofing went on sleep slopes 12' 305 m 1'(25 Nailing areas for steep slopes (greater than 21:12) and "Stonm-Nalling" Nail between lower 2 nall lines as shown above. F 1'. 25 mm) 6.8.1 Hip & Ridee for landmark^', Landmark'" IR, Landmark'" Pro. Landmark" Premium. Landmark'" TL Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1. Shadow Ridge'" or NothGate Accessory t 12' 97M 305mm) (250mm) 6, i 6, 415/16' 415/16 150mm) (150mm) ( 125mm) (125mm) Notch for Centering 7131/4' 305mm) Notches for A10merd to T 337mm) the Top Edge of the Previous 1 80M m) L Cap for 5' (125mm) Exposure L English Dimension Shadow Ridge' Metric Dimension Shadow Ridge' 75/F 196mm) 1 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAutho iroHon a9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13. 09/05/Z017 Page 8 of 12 0 9 27/32' 250 nun)- 4 115n 6' 1125 m`m) 1 Cetrei p Nach 13 1/4' /- 337 mm) \ Align ties* / notches to lop edge of plevlous eoulse NorthGate Ridge QOTP..INITYIERD 131/6" 333 mm)— mm II 166 mm 1 1 T I i centering 7 13 t/4' ` Notch ' 194 MM) 337 mm) \Align these I I notches to top edge of 7518, 194 mm) it previous course. NorthGate Accessory 305mm) Laying Notch 51( Figure 13.20. Use LVng notches to center shin& on bipts and ridges, and to locate the correct arposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® WIT` 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. CaWficote ofAuthorirotion a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Evaluation Report 3532.09.05-R13 FL54I44-R12 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each hill Presidential shingle w shown below. Nailing 40- Guido lines (1016 mm) 5114' - 133mm) r. . . . 141/4' 362 mm) NOTE: Apply nails on painted guideline. Figrwe 16-6. Fastening lieskknital and Prert&niial rL Sbake sbingks on lout and standard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roollng cement under each shingle tab. After applying 5 nails In between die nailing guide Wes, apply 4 nails I' above tab cutouts making certain labs of otiwlying shingle corer nails. 1 T 1' diameler asphalt looting cement Figure 16-7.• Fastening Prca'idenikd and Pmskkntial r1i $babe sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV", Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' From the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced III 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 "Sonolastico NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 For steep slopes, ux me nails and CISlm spots of asphalt rooeng F(um 15-J.- raskmius linriems Vdt{tirs on cement for Barb full Ilateras shiask as shorn abom. Apply I- Lrnr and Mandonf lopm (15mm) diameter spits of roofing cement WTdt D 45861ype II For low and standard slopes, use Gre nails for each NO sussested) under each tab corner. Press sbingle Into place, do not Ilauems shingle as shmrn abote. expose cement. CAMION: Too mucb roofing cement can cause shingles to buster. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 20 of 12 U QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras—: 6.10.1.1 Option 1: Accessory for Hatteras Figure /5-I4. 18 tbree piece units separate to make 54 Hatteras Aacetsvry sbingle& 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I 8' 18" {460 mm) eoti 1--- 4601 Cap Cap Cap CapShingleShingleShingleShingle 12QmR l Figure 15-20.• Cut Hatteras sbtngles to Make comir cap Figure I5-2I: Installation of caps along hips and ridgy 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.12 LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGIIT spots of asphalt rooling cement* for each full Highland Slate shingle. For NUmnl•Dade, SM nails are required. Apply 1 • diameter spots of asphalt roofing cement under each tab xl. , xl• ,,, L comer. Asphalt roofing cement meeting ASTM D4536 7ipe 116 suggested. N.arriAodereauin9Xn1More:b 1•5 mm) ingtilW OMr tiler —.y ..— abut u AOrr9 Man: SIX raletM ib",abraY irmlee over CWW Figum II.3. Usu FIVE nails forestry HigbWW Stab sbingla Figum l r$1 Use FM nails mid eigbl:pals of aspbrdl roofing aancrrl under eacb lab mrrw. CAUTIO,X: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate""', Highland Slate'" IR: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate oJAuthariration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FI.5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/O5/2017 Page 22 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle Imaled as shown helm. sfohnt 25rim) 1(25 v}+ 156 mm) itav-1 6in QOTRINITYIERD STEEP SLOPE I'm; POUR nail: and four spurs 4 asphah roofing cement for evm full shingle as shown below: Asph:dl rwriing ccnncnl mccling,41r,m w586 ylx• II is suggciled. Apply I'(li min) six)Lc of asph:dl nxi6ng collviu as shown. CALF110N: Isxcescire use of n")Gng couml can cause shingles to hlisler. 1 —i rx i — — — — — - i user- bU6' I' 1n56rm1 t`•_ ? C T I noonsy Gm.m I~M -i- -t— r 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.2 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthorkotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/,7018 Florida Building Code Online tq BPS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Fac Staff BOS Site Map Links Sear• a 4Product ApprovaldbUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Roofing Underiayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP34001.4 2017 FBC Eval Report TAMKO Underiavmen f nal-nd Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:IAvww.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtF2AezuadgO[AramDGm5ebt5wRW28J8dWICFKFGNQ%3d%3d 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 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Summary of Products FL it Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 RB lI TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 RS lI TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC_ Eval Reoort TAMKO Underlayments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 1I TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes https,/Nvww.floridabuilding.org/prlpr app_Otl.aspx?param--wGEVXQwtDgtF2AezuadgOiAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 213 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOS ASTM Slate Surfaced Roll Roofing TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture Guarde TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No. 15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOS 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. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-RB Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOV Moisture Guard® shall be 35"F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood 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 YUnderlayment TAMKOV Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOV TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) 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 TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underayment 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 KU& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-RB Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y R iP'iG`Z`P• No 74021 P:•• STATE OF :W ofS JO N A11 0 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-RB Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29624 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6' EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. 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. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV 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 Shin les Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RS Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 Cr 9 • STATE OF .' U/Z V' 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, RE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2b18 Florida Building Code Online BCIS Home I Log in I User Registration I Hot Topics ( Submit Surcharge I Stats & Facts I Publications I FBC Staff fMfld 0161 Product ApprovalrUSER: Public User 6 itrrir Product Approval Menu > Product or Application Search > Aoplication 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 C Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 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 b71 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes O No O N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwlDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUrmbpCG3RoA%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 SummaEy of Products FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be P 13792J'730 Roof 6 Limits of Use' Approved for use in HVHZ: Yes` _ Approved for use outside HVHZ: Yes, Impact Resistant: N/A YDesign 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 i. 730,750,770 Roof Louvers shall not be Installedo_n roof_ mean, heights greater than 33 feet.; Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730, 750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792. 4 770 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 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.ndf Quality Assurance Contract Expiration Date 08/ 17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate _ FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Ex_ piration Date. 08/ 16/2021 Installation Instructions FL3792 R10 I1 Lomanco 700 Series - NOA 16051028.Rdf. Verified By: Miami -Dade BCCO - CER. Created by Independent ThirdParty: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes' Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.ndl Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions FL3792 R10 1I NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes s^ c`k Ne'zt The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:// floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXCtwtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category. Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/ 16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date. 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1''A" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" 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 1+ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 0".1' ME 700 SERIES LOUVERED ROOF VENT 0".1' ME 700 SERIES LOUVERED ROOF VENT 1 20.^-1 i 5.33 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16m 750-S SERIES LOUVERED ROOF VENT 91 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 91 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 WMMMMADEcouNTv Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 a. a LOIN IiT( MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miomidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the ARJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AQ. Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aszency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 CMIAMDADE COUNTY NOA No.: 16-0510.28 Expiration Date: 0512 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1''A" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MMMFMDEeouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT MIDI 1533 DETAIL B 11.00 16.0 1 750 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 MIAMMADEcouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1 1,00 --+ 16.E 750-S SERIES LOUVERED ROOF VENT 93 a,c j NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 or 9 I DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM16D1ADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADE COUNTY BE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-I/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS l00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1'h" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMI-DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply ''/:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 Pm MDO@ 40? 2 CE, a mGil 700 SERIES LOUVERED ROOF VENT PmMDO@ 40? 2 CE, a mGil 700 SERIES LOUVERED ROOF VENT a 20.E l 1 115,33. DETAIL B 11,00 16 1 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADECOUNTY 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 or 9 DETAIL C 750-5 SERIES LOUVERED ROOF VENT 9a I 4.401 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 V1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Professional • - II I b_ rd Ira 4ii1•alrarMrlrrIMYYWrIL= BCIS Home Log In User Rogistratlon I Mot Topics I Submit Surcharge Stats 3 Facts Publications FBC Staff SMS Site Map Unks Search b I 4PProduct Approval USER: Public User Product Aporcval Menu > Product or Application Search > Aoofleation Us t > AppllcaUon Detell FL * FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emal I 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 CASTCRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Perrino cparrino®castirete.com Craig Perrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 21/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17.0821.18.odf Approved for use Outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.0f Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 RIO II NOA 17-0821.18,01! FL158 RIO II NOA 17-0821.19.odf Verifled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back rio7et The State of Florida Is an WEED employer. Cooyrlght 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 elect nlc mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, 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. II you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., phase dldc here . Produet Approval Accepts: Credit Card Safe M IAM I-DADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONTC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iymY.mlamidade.¢ov/ecouomv 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 AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MI FDADE COUNTY NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 0 I Z 8/7,017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404.4, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4sten:'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details`. sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated lklm ch 24, 2003, last revision dated March 11, 2008. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance rice. E. MATERIAL CERTIFICATIONS 1. None. oe, elmy A. Makar, Y.E., M.S. Product Contro) Section Supervisor NOA No. 17-0821.18 Exp)ration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBM1ITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory dfj`airs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianfi-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. A,4 74 dd—z elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/ll/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. -- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Droving 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 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrtno, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatmy mid Economic Resources (PER). 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 SUBAUMD A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. G-' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS a"'Soup LINTEL DATA TABLE rf 1i lE' f1:J liGDi, i'ACiAi ILI:Li::dlG]i O¢Sil rra:::-c A" PRFCAST U—LINTEL DATA TABLE 71;rtr Ic,ss+Eav d adifTF.'f Ulm ril::J tiw!/u7.1 tL]if:IL7 tw R e ac: ariu:roae;ioc2! 1 ravrl;r[ o ar,iC L:II7 RFe RT rIL'_Jfrei.0 rcam9 n.n nca avni7T!rlf'SaI:/Llt>• a ilC'i[ r&Tf Eim f Ll.:i:_Ifaf9 L7Tr'!rl FaS'a ai 9t7 arrr r rca: rr• s rz;rr r cars rt_'ata fr>• r u.[{ ^.l ac- r:ie n. " r n rlle c[T.-rf rr[f 1afiC7_::«F27o, r cyr*'[r f.u=:l travr:a t rrrc'a rr. R r[o r f ; r'r l LlC fr rt err,c try o FFAMii CSr7 Vim r}.11,--^_.f ff" JIEcDd S iC1 t7 TYPE 'B' TYPE 'A —MLq stalsuc v 7v F lf1<lA! LE rlfa FWWWWa' 1feloAW 9 FWWM r FWV W AFFWAL Ir R rum= tr am=" LM Alf! "M w trowo a acvauutm now Na MN Off= =SSW CAST-c= Vfa fc a a0 aala areal T Aa an 1= AHar as ft. An A aAw a MMM 1""m a An a OWN umm . 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Isla R rAww100 CAR amok' aR =a ft= L coma RaLL ta =" wtar"as m ro ar PA= raa WAa a nrm no on s a Ala Is ON aoa Arm mom term W4 Ek Lr{ I In 1rY:IrT: i.r\Y Y(Ja i+R( ON II :_S11!?:lrr R(1'mui r+.:l'lalirJ sl•r:11 1LJ C> i1EP.Sii6 JLL ff1[L aC>iL ad a fiCli , i iGY LIMI—[ sac3f!/G:.CJGc:lm I;Fj.l K= AEercera.•..:.euar:a ram vc::rucaa:'a. l fZr1OQtJd]iL::_7RS:A[IA:L':![Lzi/t/t4L".1[lwf:rL7Qa 1 cratasicrr.an.er•rr>r ia_(a rlrr rn rtrrn a>• a . rra- r sA rr:n • w r{a r! r.n rert-an: nrm s Jrarrr ar JCArjrACfs1 3R7I Lr[tY_CCSRC Sid r , Fb PAODULT RGMEW ro, as aaply tf wolbo Flan p% owwkocoda mo Aaaptmalloi -O Z ./s Ruv aidNFWrWa M pldldlroCod% o 03 Ao rP'''18 CFiAKiPARRINO SEFF M FL 3W cea< faaa:ra:ra`!F-fU,; --YAYIi[7 f • • r A: S T BETE Mll. r Modam 0 ueblee 7O0Ompld n t m, ,w/1brGold - IV pd r..1,O m myamwar,a/ ar ia) 1•RI ,,r 4m pa"ASN ASIs Ip ba wa laa ffo ual ma aoq{. uo Y b N EtcalhG Soli fwbfv 6dtl' dF 13!® w lux MA bw doad by PQR 6 kaa4q IqN w 1m am • 1 brhea. 3) padb w m,dar bd and hod wb. 0 IM m Aff b add er W ptf01d rWdim to ncid` yiz rd" a I. Zer- t2bMW laew Ii) N iwb med v m+d l/7* deRed t a fi old WID •dWOP% kW OUebbSocOoo IObOOJ=Mm na6wd @ Fbdk • bl 48Q bbow O W blbw a rapAr@L N 7) d' add blab to bs lo6W •/ C *amb• bdmdd sd r iimal I ra" dJ and WdWn mt dr aml mmp4 dN w •dSoeMd as dolma .wq admix cacabdd bob bam Ya ado led 4O1w by bw al Lmdnw m4Wq mmmd W Am al 4-a.0 fmm Iba 1s) r t am• w,dr bwdmd adbr nf .kbw d w.ab Is 4 oowlVda/ 1m ha adala wloee d bdda bdatmd b ao4,W InC, dd hm a aooGq d docoa •pw b amrd.a .IDw mlv aypwd mobs. 14) Uddw waded I A 4 dh wfcd (uaM v 1 d keAmdd WWA bob draw bo drawl or Om eanNwibo6iM Il• faMthy *W mod a. Amt bad /aw h•krdd kd S Ld SW Ivi wad 944 1164mw'1 bd Is) for emk db fad bwkW aA ohm as ado wd km aced hm b & anon. 10) For 6b1 b%W ml drla bw wb bd boa Dad bapd wank ,bat 17) We bob ma wp bpd d•m* bah 10) we bob band an mbmd 4WV ambb pay/a 5M anmd A 3M 19) w Was dwash a (1a0QA1] aboto the mtd Sa d a6ebR bdee•Maud ix•" ";. SEE SAFE IATUK LOAD MUS FOR LOW RATWO a0 y# r FOR EWN AOOFMWL _ RM CM ill FOR 6' was 6 REBW FOR 1Y UNIFLS Law SAFELOADS FOR 4" SOLID LINTELS wr4qdfw GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRMW 1180 4'--0' ( 4n PRECAST 959 4'-6' ( 541 PRE W 789 5'-10'( 701 PRECAST 460 6'-6' ( 751 PRECAST 360 7'-r ( 90) PRECAST 260 9'-4' ( I In PREG45T 156 IV-6'( 1281 PREGST 116 12U8 44- 4Rrn UPLIFT LATERAL LENGTH TYPE 4S8 4S8 N-8' (421 PRECAST 687 371 V-0' (481 PRECAST 597 320 4'-8' (541 PRZAST 529 256 5-10'(70' PRECAST 407 148 8'-6' (717 PEEC*T 366 118 7'-8' (901 PRECAST 280 87 9'-4' (112) PREGAST 187 55 10-6'(1261 PREGST 152 43 12F8 12F12 12F16 id) NR . Nd fwbd 1 i_ _ , i',•,? .- r"1 ,+„1, n) bdkw as . aa.d rob• b a lowmd d w bdlww d w bad der$. '' •; ;:j' ,. MWLM d 6U8 6F8 6F12 6F16 V".. 231-il-41. ic111jn•111aw nJ1(••1'11 A` r.., 4:.• r-mtu.almur/ a-rwaw 67 0 b: ± a:. r•' '"' ', W. fi '.? ,j-••Yf.iry 12 16-2B/ 2T la po wmm law It umz • •;/„ :ia .•t •'`.s' u•"7ir w if,{;•','• `•°•i:,.:• iJ•:•':>.•!. o./•- , hl/f aw • r?• S•i :'• •: !T. ,' y • d • ;i; r7i'f '' ref. ova 4S8 ; y 1'. 'ss LV .•`G .`. ., ti. Of • 12F28 921`24 12F20 ow JC•,''a / ", Aaie N 1l' aaa11 • • • .:1 • ^vW(•,.fww RQ/1$Ili? ajaaa raa wm '• .s, lf' * • 4 aow= abCC:Evwdldo Www. s rowallm % .( !`CRAIGPARWNO AmgwaWa - o p T Ir Raurw fImm •, C ,, R1 '•'. 832dCR679 18 8F32 6F28 GF24 6F20 q /ON GOb. s Nelt 33 t a 112M6Ep a _ — CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES O vo.• fu KM UMS-1/ 11 0 JdIUN tlltutlb s= ILM mv` OIw tlrtaiD K: ISW fAldmlo pL - ac Ya rose pmuilpl lI.12 =w I a i IN SAFE GRAVITY LOADS FOR 6" PRECAST U-LWELS 401411f441 m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6161 6E8-18 6FI2-186FI6-I8 6F20-1116F2a113 WZ-1 6FU-18 3'-6' (427 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3592 5050 6146 7227 8297• 9b97 4'-6' (641 PRECAST 1454 1887 3833 5050 6148 7227 837 7 5'-10'(7(0 PRECAST 1067 1260 2198 3%7 5734 7227 S297 822b 6'-8' (781 PRECAST 949 10711 WI 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 719 863 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 660 1055 1523 2064 2765 3731 5017 10'-6'(1261 PRECAST 5W 566 05 1270 1706 2236 2898 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 223E 2808 13'-0(16(f) PRECAST 373 417 646 885 1170 1485 1852 2285 14'-0'(1551 PRECAST 351 392 505 835 1067 1373 1703 2087 17'-4' (208") PRECAST N R 299 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT RMIXTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 TEE:1 L tL SAFE LATERAL. LOADS MR 6" DRFCABT u.LINTRA CMM*V r' PLP AD LENGTH TYPE GUS 6F8 RCMU Y-8' (42' PRECAST 587 1055 596 4'-0- (401 PRECAST 487 787 445 4'-0' (54' PRECAST 416 609 344 51-101(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-r (11f) PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4-(130) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-O'(1681 PRECAST 111 202 32 17'-4-(208r) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U-UNTEL.S Cw`*mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6113-17 OF12-IT GF16-IT 6F20AT 6F24-IT 6F28-1T 1T S-6' (421 PRECAST 1412 2074 2715 0 3997 4635 5279 4'-0' (401 PRECAST 1225 IWO 2367 2913 3470 4027 4553 4'-6' (541 PRECAST 1053 1592 20114 2577 3089 3582 4055 5'-10'(701 PRECAST 331 1222 1000 1079 2357 2736 3114 6'-0' (ml PRECAST 723 1097 1437 co 1777 2117 2457 2797 7'-8 (901 PRECAST 648 883 1249 111. 1840 2135 2431 14 9'-4- (1127 PRECAST 575 57194 980 1252 CK 1492 1732 1972 10'-6'(12n PRECAST 314 462- 787 1121 133 1551 1786 11'-4-(136) PRECAST 474 404 885 985fg 1213 1442 1645 12'-0-(1441 PRECAST 454 38704 619 BBB 10930A 1299 1506 ci IS-4'(1601 PRECAST 402 M1164 516900 736 NO 1076 1247 01 14'-O'(tool PRECAST 358 2115 475 677 832 969 1145 17'-4'(2081 PRECAST 253 208 01 335 476 585 693 60J THE NUMBERS IN PARENI11 Z ARE PERCENT REOU=K5 FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 uu"i G PAI 44 4','wrllO VAI. ING PARRINO m CR 579 NEE. R. 33M PRODucPRBVL96D BwIdl iN1A+P6atda Ars.h"m xo —a 2/.l8 ByWinfid a PRODUcrROVISSD BO vm,16r FWd. Aw+eNe-- L7QYo caouw eel 'go•s••, FL.P.F-UQXO.44758 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD Iu rum "mI-14 1 sum m mo W= I mm KIA 066'9Ra WISH acr 1 v SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS WF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 12F0-76 iva-28 uR1 1370-M IM4-28 IUIB-2B IV&% B Y-8' (42' PRECAST 3428 5000 5938 7619 0352 11060 12755 14438 4!-0' (481 PRECAST 2923 4232 56M 7819 9352 11050 12755 14436 4'-6' (541 PRECAST 2396 3464 3304 7619 9352 11050 12755 14435 V-10'(701 PRECAST 1612 2320 3218 5234 8467 11060 12755 1443Q 6'-6' (781 PRECAST 1353 1986 2579 4195 0421 10032 12755 141 T-6' (90' PRECAST 1138 1628 2131 3218 4676 16756 19753 1 V-4- (1121 PRECAST 795 1216 1535 2230 3083 4147 5593 10'-8'(128) PRECAST 614 1043 1295 1853 2515 3323 4334 I1'-4'(1361 PRECAST 510 945 1162 1649 2216 2893 3710 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2817 3333 13'-4'(160' PRECAST 359 767 926 1294 1709 2188 V43 14'-T(168') PRECAST 321 720 865 1204 1564 2017 2451 17'-4'(208l PRECAST KR. 451p 631 881 1141 1420 1750 19W(2321 PRECAST KR. 343 477 700 925 115 1380,1 Ill W ROiM 04 FA M MM ME KNOU emucnaa FOR QW1 40 REM AM R[9VL SEX Ot9F A ROIL W. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U•LINTELS omr * e SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU 19-2812AT10• IM4-2 I2A II- OM-OM-21 18026 WS 4'-4' (521 PRECAST 2536 2942 5456 7584 9640 11659 13M ISM 4'-8" (547 PRECAST 2319 2740 5468 7584 9810 11689 13879 15879 5'-8' (68 PRECAST 1347 1841 3555 8395 9640 1168 13079 15W% 5'-10'(7n PRECAST 1259 1758 3301 5954 9358 11662 13679 15 8'-8' (80') PRECAST 921 1430 2833 4415 Ism 1 129 141 7'-8' (901 PRECAST 703 1203 2157 3494 5259 79 9023 113 8'-8' (1167 PRECAST 369 813 14514 2157 1 320J 4 4427,4 5417,1 8380 9) THE Kamm 01 PIgEMRm ACE Fowl RIRCRORS POII WJM 40 Flan AM RMM uX GUM WTE 90. 4 . l A PI FF LENGTH TYPE 12US 12F8 RCMU 3'-8' (421 PRECAST 1295 4541 393aq 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(70'J PRECAST 681 2547 155 8'-6- (751 PRECAST 579 2107 1 z T-8' (901 PRECAST 474 1771 91 9'-C (112) PRECAST 355 1326 58 10'-6'(1287 PRECAST 306 1143 454p, 11'-4-(13n PRECAST 278 1041 36 12'-O'(1441 PRECAST 260 971 345, IS-4-(1601 PRECAST 229 657 1 278 14'-0 (16n PRECAST 216 809 1 251 17'-4'(20n PRESTRESSED N.R. 6WJ 18 18'-4'(2 n FWMREM N.R. 534J 130 a L uiJuns. nu1G 40 V 4' (52') PRECASr 4'-r. (541 Pw.4sr 5'-' (661 PRECAST 5'-10'(701 PRECAST 6'-w (001 PRECAST 7'-' (901 PRECAST 9'-8' (1101 PRECAST 747 MODUCrR ssD tlmata""dow 11s Phuiy t'b U. g7»r- / 8 Can SEE GENERAL NOTES - SHEET 1 OF 3 mewatCmb— Qr 4%us-loo-em PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4"XI14MIr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE IVI-11 12712-2T 1tf18-2f IrM-2T 12F11-tT 2i 19 2-2T 3'-6' (421 PWC/ST 2752 4287 5613 6938 8264 ON 10915 4'-0' (4n PRECAST 23M 3721 4672 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 8347 7365 8354 5'-10'(101 PRECAST 103 2527 3310 4092. 4875 5658 6441 8'-8' (78y PRECAST 1444 2972 3573 4378 5081 5784 7'-6' (90' PRECAST 1287 1787 25U.1 3194t,3808 4417 5028 9'-4' (112') PRECAST IMJ 1171.2MOA 2590 3087 JM53, 4079 10'-8'(12n PRECAST 920 947 1612 2281 2764 3853 11'-4'(138') PRECAST 658 IM 1404 1982 2441 290 33% it- e(144y PRECAST 614 153 1269 1788 2201 2616 IS-4-(16n PRECAST 618 633 1057 1485 1828 2189 2513 14'-O'(16n PRECAST 622 580 974 I= 1679 199M23"D9 17'-4'(200h PRECAST 434 427 m 964 1102 140IV-4'(2321 PRE27EST 388 370 593 817 1002 118 10) 09 MXRM IN PAgNWM ARE KKK 6MCOM FK QM 40 M9 /EOM FFAOA SIX QWA WR W. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT 3592 25 4'-4' (52') PRECAST 1626 12M 13740 4806 1 5867 1 MM 7989 3458 2417 4'-8' (54' PRECAST 15M 2562 3602 4623 1 5843 6884 7664 2236 1 5'-8' (5n PRECAST 1210 2042 3650 4466 5273 6081 2129 155 T-10'(701 PRECAST 1173 1964 3553 43M 5123 5908 1716 117 6'-8' (801 PRECAST 1020 1-38 2163 3114 3802 4489 5177 1438 914 7'-e' (901 PRECAST 904 1228 2711 3390 4003 4617 1i9'f8' I161 PRECAST 703u 771 2181 2663 3145 3828E IgRIBQ.S IR PAgDln= ARE FGWR R =D= FOR E N S • 46 Rao AM RM SU 0010141 WIE W. 4 447 03 Qm%Wimll Um mgtu. Q: T l,f ; AweposwoNo a ,03 R a \;•'. cRa IC R n6324kaPAa6 ba D& As NAI. 5PfF1 T0i,41t s359a am j4..' L.p.E IIQ1.4Rs9s CAST— CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES IRS WIC 061AF14 oWg m xm mm SCA10 ILIA OUG pYOID 4n am F E - sm m 44R4 ORAlO m u4115 1IOtF a RF s MIAMI-DADS _ _ -1+ IAN -DARE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REX) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.minmidade.gov/economy Cast Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by IIJe%lmy A. Makar, P.E.,, M.S. lAH DARECOUNTY /y fiGr/ ' NOA No. 17-0821.19 Expiration Date: 05/21/2022 oq / Z8 jZo / Approval Date: 09/28/2017 7 Page 1 T- LIOZMV60 :a;eQ JeewddV ZZOZ/IVso .a;eQ nol;ejldxg 6I'IZ80-LI 'ON VON iosleaadnS uopooS to quoO ;onpoad S'iAi XMJW Ll droa laols umg8utu qg Xq .mqa i S# .iof96/£0/p0 Palvp ZS90ZN-#g# modag uogoadsul palfil.rao 11t1Y 01 dioa l aajs wvgSulwig i(q .rvga.r 3# .iofg6/IZ/60 Palop 90Z[&V-IR# poda?I uotloadsul payilao 111IY 6 dioa lams ruvg8utWlg Xq .mqa r ## i0,(961901£0 ParoP S0g61W-#8# llodad uotloadsul Pal y as 1111Y 8 dioa lams umg8utu ilg dq .ivga.c S# -iof 961golpo PaiDP 6#LOZN-#g# podag uotioadvul palflllaa 111It1 L djoa foals tavgswtaltg Xq -mga.r ## -'Of96IRZ110 PalvP Z££99V gS# l.rodag uotloadsul pacytl.caD BIN 9 djoa lams umg2utujgg Xq .rvga.r S# uof9616Z/ZO Pajop P196fN-6g# podag uoiloadsul payuta.3 ll!N S laalsl,iawV 6q .,i qa.i £# -iof 96/SZ/60 Pamp OhZ8L0-IIIZ# poday uquoadsul pa&f!l.caa 111LIt 6 tuvdauoa u:dq to ags dq pun4s.8utssa cls-aid .cof gI6/£I/II Pa;vP Sfi£g-0Z# podag uoyoadsul patulao 111N rCuvducoa utdslia aig dq pumas 8utssaa;s-aid 1qf S61OZ190 PajvP SLZg-OZ# podag uotloadsul payt1.rao 111N Z Lcolv.[ogv7luauja j alltas!loo cg uatopglnos,Cq luawao .cof966I 1 udyr payvp f# ol1S l rodag uolloadsul payr laa III I SA ouvaL wdaa'IvmzLvIi1i 'Q g•d 'outl rvd 8tv o Xq palnas pun pau8ls ' d 'outt.rvd Amto r(q pa.mda.id 'sa.Svd Sy `96/! 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NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-0121.04 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. k"11, '64. — . elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cad -Crete -USA., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Ma ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REl). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated Janumy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. l Cffeimy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 1 W, HIGH STRENGTH PRECAST r PRESTRESSED CONCRETE LINTELS 7/32°d rrA STIRRUPS TYPE nr STIRRUPS `v a 4 " STI JQAILS rt 7T F:1 C a f7Q.l rl A Flr: Er,ra C>rrFa a!1• iEL ti1[3Cv U 1C5AF/f3.7I15 iC f+ii0 6.C R3I7Qt7s i J[1G3it/L3".l i f 0 UGH 3t11lI t7 Flfi.l::.f liG ia• 7 rLii! 16:Vi a 8" PR CAST W1 2" RECESS DOOR U—LINTEL DATA TABL r 1v.'L tii mf iif I t•s ii 1• F: tc7CytdS,[!}CyL 7I1:•arLL'::,1T,4' 7EiGCSII;rawaocrarcs=r=._imau'ar:as.a-ry vc c c1s aF a[sa+ a.ar, rsJI MG QaM c,r[;ca[cr sarsi'rca,s.AMr crELans.-TrW!i.Lc Uj=, OCJiY C SdmLL`.MIfmli,lR'tMGM 111Ir17Cii1: arm o rfiaCCHI s 7elllr! a:_:J.T V: r!X=`Uj CIMA' 1w L 1 I I ,I 1 I af1 n, k 1(i Qi_t•Ii: RV:dfl tlJ N1.Iclilr'.._a-J. 6' JCS27aLIMIr x7v-1t'"Vrf3'_`3EgrmluLia0 CSCumc 1au Ir1:_JL AtrA1L2JJL)=.MILIAJELM r7ClC1 [_:i! Rti'mi. 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SFiFNER,FL 95504. 4++.. jAL i••` R.P.EUC.1110.M68 CAST—CRETE 8" LINTEL FABRICATION DETAILS aACC eomnry I aenc FOR A• PRPhAST A PRESTRESSED UAJNT'F19 ow-omw SAFE LOAD -POUNDS PER LWEAR FOOT TYPE LENGTH ae seW. om-a 612-n 4Ft0.0 IRO-15 a"&" W10-18 a eRru all-al6/32 WOS49 09 6<32-16 42 PRECAST ZZSt s70 9143 00 4W esa 1=123-4 4w0 4113 750 W4 I09 1 Ilea 4'-C (48'J PRECI1Sf 1968 2st1 2151 sn6 41Iw ael 1LLT4 Slot 21163 1 1661 e113 1547 814 16A4 I l w! 41-6' (547 • PRET:IR IWO IK9I VIC 20t AA 431E e100 1 47x 116e 437E 6113 7WI wR IW04 I I= S-4' ("I PRWW 1217 16165169Sao 75a IM2 11Md PIM 5-10' pfED1y7 Tp u0 1173 of 2w6 t 30e 1 SIX 1461 2042 1 4360 71113t, SOM 7151 890 6'-$- (781 911E 123E Ian 30 1 331) 3 W a6s 60P 1134 2177 Sow 5351 5140 105 6Qr 7-tf (907 PRECAST 1,43 loll 179 MR, not UPS 3191 30 roll lin 1 INS 601 04clad 602 9'-4' (112 PRECAST 69e lm lea 2311 3t41 ate 3722 7I 1243 16A 73e1 x® eA0 10-9'(1267 P1IECASf 475 m on 120 2a3 277J 2t13 26a MS I= 1433 2W3 2141 U430 47M 17'-4'(136' PREORST 362 INS 1446 2423 3127 400E 661 146 1 lab 1646 2123 31a 400e 12'-O'(t44 PRECAST 337 so Qn 1666 tin um3562 610 93 1254 104 2193 1 ems 1 350 13'-4"(1b1)PRECAST 205 al 14 it' s t6 a1 7S3 tIV" 14 tea rate nunu 14'-0'(1687 PRECAST 279 a4 7W IOW ute I6eJ 212J saO 142 701 1002 196 to? 2137 200 14-9' (I76) PHUMESSED K al m town 4e w Iw a 459 70 ISM t2m 2x3 217 1712 16'-4'(184 PRESITRSSED NR at I 90 on 92 IQt la 41x 710 Ina IJa7 Tame 0 MIS W 4 (208' PR13913.= NA, tDt 1R IlA 6t KK 0 SW so IN Isle I Im 16u Zap 19'-4'(23n PISSIRES) NA. Ia M at Ill mi 410 7w OIIOA t2S! 1515 17171E 21'-4'(256fPRaVE 15Si X, NI a IR en 1w as 6te 04S 2Y-d (26n PRES11 0 NA Ae NA24'-O'(2MI X.140 PNdTf ;;-a NA. tgl 1 ew4 W eMAf6LATPRALLa 9 OR eere•e RI ILx . an. ROPE LOAD PLF 1.E31GTH TYPE SUB 6F8 RCMU RRMT 1025 1024 1 1598 4'-4' (4n PREWT 705 763 1309 4-6' •(54I PRECAST 592 MI 1073 S-4' (641 PR0m 411 411 745 5'-101(70 FRWA5T 340 339 016 8'-6' (781 PREOIST 507 721 400 7-C (On PRECAST 424 534 363 9'-4' (1121 MW 326 • 512 230 10'-ii (mr) PRECAST 284 401 150 11'-4 (1301 PR1375T 260 432 154 12!-O'(144)PWAST 244 402 137 1Y-4 (1601 PRECAST 217 324 110 14-e(1681 PRT W 205 293 100 14'-r(179'jPRE3VR = MR. 2b4 91 10-4'(1641 PRFSIREM N.R. 259 83 17'-4'(Mn PWIFEW N.R. 194 64 17-4(23n FRESIR u N.R. 148 52 21'-4'(2561 PRESIFEW N.R. 125 42 22'-0'(254 FRIMR128 N.R. 116 40 2P-0'(n PRESTRESS® N.R. 91 33 nAPF ual IM LaOnR FORA" PRECAST A PRESTRESSED U4MTkLS 4"11"-OROW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH sw-rt aro-2r 2- er12-2r ene-tr erte a Tr eFinar e12au 6A zr ate-Ir ra6-tr Ilm-lr 6r3:.sr 3-e (42) PfEiiASf taet 2w5 4 47t4 m4 7m1 16H M394 43t4 SW 4132 1 70111 40 (48f PIEW IM DDS S6ro MIS AID 3 1 wro INS 2305 ww uIS am Sm wn 4'- (S4 PIIT6AST IM10W IM SR7 all 6A2 120I as vv 3 4013 4711 em 5-4' 8{' PR$:15T 101e 17 2270 220E SS! XS 4W lots 1715 1 um tme Sat 1 4m 6-10'(707 PREI91Sf M 262T a 3107 4137 11 Ut7 Sea 4w IV-8- (731 PREDIST 4 t 3 NS 110/ ae6 a3251 sJr3 Y-W (girt PREIAiT 70 1 2015 07 310114 7n U242ea xa 2® 32M g'-4' (1127 PR811Sf wl 706l4N15. 141E 91 ION tm o 10'-6'(126)FRESASf am ltte 1411 ll 370 irisIaS 17ldle 11'-4'(136'j PRECAST 414 Sol lW7 to 24f1w7104anIONjitY-0' iK PRECAST 470 416 724 IDS li S( a0 6ro sa Dot P00 513'-4' 1 PRECAST 411 Mo W 705 M 3( 4a. 4w 7w IIS1 Ste u 14'-0' (168'j PRECAST x4m m 6w 714 Mad ISH I"Ded 410 4n M 100 IMInd 192 WU 14 g(17C} PRESIRESSFD 334 u0 6 On ell ad 0781dtut to 3" 6t3 ew ama St 104 13'-i'(181'j PAD U42a 317 No 410a ets 4WV 50 79 bd lx MINI 140 1054 1 17'-4'(208 PRtSTFESSFD N7 in 245 306 400 e04 Sell N eb 1 7MMI lvIg4 In 1473 tg'-!•(2127 PTIESTRESSED to n8m w h wha W04 747 n 2w In 673 1410a lose to 21'K'(2587 MFSi 142 142 040 m SW m 3 537 4e0 721 rase US ms 1O48 2941 pFg3pao137 IVW 2tS 374 Set tlee sm 137 723 313 9s6 061 rAul 24'-0'(2651 RESTREM DME l7q to ep IN m2 3111 em we 676 TEE NWWM IN PARFN1RS6 ARE PFiGBtT R®UCTWS FOR ovx 40 • SEE GENEM WM NIL 18 ON sIW 3 OF 3. U) 11E10 ADDED REBAR. SEE WVAI. NOTE N0. 4 ON SW 3 OF 3, PRODUCJRAVISDD PROW1C kW43WEt3 a ODUC7 OEN d=alyhWmlaiOwFl•nm 0aiilodi0 sem•o "One" Dugpto=H t6o oZ27•/5 ol.o<e1r• o awkpw rka,wR Z lt1elo K74ERALNOTES -SHEET 3 OF 3, 1/Vl0RR0•'S6 AiiE PERO:74T t4EDW'IAOR ICI WARM 4V WM K= N0. 4 ON S M 3 OF 3. PRODUCPAgVSSOD m w7 w06m0oA& 7! r o . aZ y: CRAMPARNO 024CR579 IAt 4475 ETE 8" LINTEL FABRICATION DETAILS SAPP GRAWY LOADS FOR 11" PRECASTwt 2' RECESS DODR LWN•IELS Mara SAFE LOAD - POUNDS PEii LINFARFOOT TYPE LENGTH 8AU6 etas-5a eeF1 tllFl eBlte- afE2Z-" rmrxf•m Iwo- Ba5-la fp10-If tIFN-t was-is wno-1 4-4' (327 DREIAST 1655 INS M55 3150 sw no153131a1520104A IOb34'-a' 341 PRE= 1494 3053 2W 5124 GM3woN43- 3w tc5'-8e BB' PRDXST 886 sso 17m me 3lO2 JOaIu17xut4Wm1713t15'-10'(70' PREii IST 810 40 last 3474 II— Ilta asa 4242 K42 eats t ONOtuae 6'-8' (80') PREOtiS7 797 sot lam 3120 say 7W 1443 foi IM 3121 6a6 7M 5!A 105 7-6' (90 PRT9NSf 869 400 24D till 5743 nil 5423 Tar 490 2451 3na SI I1B PREGdT 411 4 oas Isla 2W 31m 4011 3145 ae ass is" 229 3t2f 4165 6ml IIAFE LATERAL LOADS FOR A• vpuvri vA4" iwr-i. 9A tionn trd IYTF1 A pFR*Iwdl SA PL LENGTH TYPE[ 4Oa 8RF6 RCMU 4'-44 (521 PRIX" 757 1164 4'-B' (541 PR[G151• 693 1073 5'-r (on POW 407 655 Y-101(70') PRECAST 362 361 616 B'-8' (80r) PRMW 595 786 464 7•-8' (901 PRDC m 509 674 363 9'-8' (1161 PREGIST 370 490 1 214 SAFE UPLIFT LOADS FOR 8" PRECAST w12" RECESS 00011 U-LINTELS 4 sf411a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eAn-tr Io-1 epn4-I e-I i Ora- a m-11 2r1Ww a atn4-3 a032- 5Rr71- T 160 ita9 JW JIS7 440 ONO fos tart 2352 3m 3731 4Ms 5140 4,-6, (u w 3E01 2272 2fm 1 42F5 00 eel 15a Wl WO 35W 4235 4w 5'-8' (60) PRELAST 675 1 rm7 23m 2434 3553 3911 5n l2w I Im 736 2154 3765 3911 5'-10'(70') Plt4TAS7 455 Iwad 174 UNI W46 MU 27f1 VA 1233 1 INa 2259 I nn 3ps ass B'-8' (on M AST sm Word 15MM IWEA 1101S. amad, b70 toes 15M I= UN 2RO arm 7,. ( B 551 743 SWIM 17f5 2155 2587 00 toll a95 13K ttfs 2145 zr53 B'- 6e (116'j PRETA41 M • 4ta ea4 Ivt sso tin 30 610 1 ton 1 13M 1 rm I solo wr n THE NUIB3 W W PARENKZ ARE PEIKEW REDOCM5 FOR CRAOE 40 l SEE CEN01N. NDTE 18 (1) THE NWOM IN PAR00HE45 ARE PERCETO' RFDUCr10NS MR CRADE 40 REID ADDED RESAR SET: CROX NOTE NO. 4 nEL0 ADDED RIMR. SEE GDIERK NOTE NO. 4 GENER& Nola I* mI rand gor11 93 ' bog addre d t1• ••4 b ®odob TYPE DESIGNATION Y aa FF . Atuo Ym trmur / u -16unm 0A.." Mcm4m5 rear gy9re b 1s) m d teddy r yp db des Iw fll am Bfl2 EEiS Iaatmrar (5 A a [9 Wmt . nlga d d. eHfd .Af ASW C-Q tlMa A.K .. FbAPi 4<U51F1 CAUY =- '' 8F16- 1B/1T A41raw2Iar. al em YlPnA6d Wi N M4 6e•Ild br • r WA low,,,' •+ sd.111medrbd s to : 115IN1 111- L. , f 1. b 10 Fir ewye • me b0111 ell am w ah bd 6.e w br bid mwa aa.0 Illira 5mrt a IV Ib AN loaft Oct em arm .to bd bo set bepot amp ftm 4 Rew id•A" w al r.r4 Ka I113dr WA .. g11Lp•II dim" I -a. J OUR 550f 4) h WAN b pl4 b*dm Ib Mao r.b d)m t< 10 S& bob b.d a mfad a.dp• mlyb r a 05 .d AP 34 ... r I-i/Y cUM flew 45 5Y e61d o0or epq y Apr j r- mr 42 MT3 d601 $ a N) abomi aea bl• al.dp a15. .+ e W Ml wr fr Aidm ddrow 1 J Y •. r CALL pt / ypyrddo,a/ mledl mwbt eb QCIW) ebw odd. 41 dif! MsK ' ; s :' m Alr aoObad tYtd l4, tR rr'-i' a011enlar rlb ?ROOIICr RLTT$'ArED •j '1.. :!` { ', S• VV. b• b ta41b.UaIN IYIA1 a 90 d7C i10{Idf .tl N tY, 0 3w4 trb4 Bib o r•a4tb Aeaymlrt -0 21 /9 m"t500pd t a 9' • L' an n• r rdao1 b. dkdldd br M A ran \ " • as xwLNIX 6 bddW../ird. d d aid sd •aolb rW U. odRlded sm SAFE rA01YL Law • • • ,. m. 4. 1 • m•.alr blb Ina w od. rd 4dN TAalM FOR LI NOjRXI E 3 .@..,.p," , 1t`'•• •P OMa Ramw Am r w3w IN an lbw dedd aq tae.wlawi MAN Domedcal .hay d 4-.M Ian Onn `?t.; gEDFQRFO l2W QICILLIJ cow,"4(J' C.' EN ' . • BdW0,6 ioF'Oodmf' t! a 10 "A - 5d tdd • • NLL PRODIrCI'RPNBIY¢ 19 ?Amu 10 Mw JIY el4d new r 61 bawl d O" Wow d lb bW —4 I ' CER r1P (3) 13 RE AR awwas cbaol.fol ao Plarld5 44 D oo e2t ae MHOS I r9WNe 1Aaeyta a adH 4 Q140 O/ BRED b' ' °3: * i IJi CaaRW AvarlrOm,", Jd.OZ 4 f 11 ( " ( hiAIOPAf01I'10 '"f36aQ-4/b 1 cxcw 4i : OR1 \ ' OMMCR679 Qa sERM R. 933a4f:i17!Ca?. l7 i7i.17 1:i4YI•'iYGf /. CAST—CRETE 8" LINTEL FABRICATION DETAILS q,Bd Fd9Ydi1 W:IA'J f I I S1r7:119a F':c;. _ c .r,-r',;"= i:a C{%I Ylk7 :.•. ` 7--'4•.v I;!'-'41.. •<•- tl ,r.. I II\f.1JFTA: 13:11tN;f9'1 Ci f.7; ..! y 4t0:GpT n':rCld 46b7[Qd I,.\;d:bd: U:Ll aa'Ikllr; _ _ cr.5vr 5 _ ©-,,.,:. ... .,..., . . ,.. , ., M IAM 1•DADE MIAMI-DADS COUNTY o _ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Uhrai, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmy.miamidade.¢ovlecouomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Amu: coUNTY NOA No.17-0821.7 8 1—' Expiration Date: 09/11 /2018 Approval Date: 09/28/2017 0 / Z $/1L617 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Perrino, P.E, dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4'; 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-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, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Perrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBNIITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. '... . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables". sheets 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 Mami-Dade County Department ofPermitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy, A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RE1v. 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 SUBMTTED 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 (REV. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID- LINTEL DATA TABLE Eral?r.LJ® Ir" V x, vi(".L mtAaw r,6i l tI 1:11L' 6 tiC-i t i r I Lrf" rltr:a,:srf rrr aec i G'Silt•r IOCSi Ff 1Ur31:in' Q 5" PRECAST U—LINTEL DATA TABLE r,•,70[Oftl'iiZrJ mE 7+ L'2fo rse c.n alla r:ut aclr e a:. rem lr n rr;a t=ur"-• 1mrruc.nr uaA rac•1La Frirrk,-, u e r*nvelalv.Trnr rtFa c.. n Frri r ranv m-r'. ram vn rn ry ter L Ea:.!3.! id[9 Tr?'l Fxv o rasar?;i rnr rrcani:! z:rrvFx tn rru9rrrFl r.lurrmtIf rca r ra rFev T.TrrF?'_mrkx rrzrarzr"j 1rTr=110 FTJ jrrArtl_''.'Jfk7.Li'_.1 fra.L r:l'L"Jrie•'i rL JYa7 rr"U"EnsrILLJ=FrroFerrsIIU!JmcSLmrL"LrT"MAt7r.r-,T riC]L ru rra ri-L"H G Tr r;nrku lkG]irlliSS: fF J 1C't1 TfK "8' tTve 'A' STIRF m 17mmlm v UIP M R LA= AID cam of ratma® an cello m L m miRO am I/AL an xmw AAIO P. O.. AID P tmu /. t— K StROM t Alp n 00 10lL5 . IMP M a= A ARW Ylt t. RO It TOM m m ortmt" mi0 AK a tro R1 m L OamQ[ t R== M1 . AR fi M 4L O /lm AM R OW rmi Artl m v la OYOOOmY — M COMM - IC. t/ AtGl410rLA M1 • 7Ot m ti A A .mot rmns . A.'m m t01M® RG OAtm= WOOL ma i M ml wm mu R aR "a OR Ri to K nm T0a OIR t RI®1 I= am *A Or A 11 so Wr14t Arm Rtl11M Am MOL EN. h''ii11f 1 : lam' s uC11_J9,61; MEF ma-.m wiCw U—MA MUM 9iM C ti'muzr.7L 1C740FLiAOC-ii rice CT"_.7 kJrki_.f[dli/t/LiI:L .tarn l , Frey ra fcrv'alaslar:7i'..ut vtt.::e. r a t<a LGWIILIi[G]Irr•I.L::a[r'.k'.'.I IILtaVt`3`.1L1iar'!L7 Q>• ' rcur}e.nc..rcvc rai:..:u e franu.-r-.nrt •• a'r-arcu r.rn'ra:, ,1i'dI'+At: r,lcrzti r tR r t-rrFr s+I e:i F,irrr•r:t.uocsacc o PROmcrpx ryBm BoDdLv i o atal Cod NIrUR flab o Z/.js PWOOoaKIYrvlsFwF7aldl frL z/ BaudW o o - 03 awj," aa o t 18 OBIIIO PARRINO d 93P4 CR 679 r P WF16K FL 33594 LleFleor of, o PRECAST AND PRESTRESSED LINTEL DETAILS LJLLLi I— ' r rdi am OIAIFF-N 01161 Rs JOIOi WADICYO own . w.... w . 51;,8ERAL tip q ua.Adc e( ttoad-CCtdoCftdiid - 0000 pd h ••d - ]U07 0+0 LI a • aw0ne>r per vaY ol er ao .f afdn+ao at mvml qr bW~C270 by L v 7 n N ab bed tdlus tomt(ar ryo.'» Ye aka Oe. L>Yas m IMg•dNWby !fit a eo.q lo b ttm On a 1/2 bdta S) Vmws Id meAv bed and mod Nbb• maru atl rdtbOcda as povve d rtedactba Iv s v I{)< ri/eelea i i ty{N(,ay - Imbedm oa timpl kte6 med v emeed d rob cmd t/1W *01dleq Cod..If 97 AdadWamul0i "mow em n.e• us" a) Shom Old bhb a cg' - 7) 4' aM Sstde to be MA" e/ • dGmaba bo saki aad Ir d ooaaad mm va) ad/ a dsdK ia{omdWd MIA amtpppad,>Bbhemw acebia0. ml ecdddatofaceaWg wl sd naineNaal vai tad emus d daay 'On 1> J raamoMALblab • mavliooled i'do(vg aM Wg 3-I ' add•. d w .ee, b 13) bm 0 eda+vstdmdmbddla( I• _ aywd.PM or amen o aodiq adaaNoppWbaRmdaaM1Y14) lil id. suc.0' IWO ,eAbd ar a ad brtmdd p1e0e. d.ma a or .'I a +a a a 1lppfd mused bed 4 plfe rAaelr m: S ID SYle ta+5edbetsv. feed 15) For mgmti add Mob ad Loam as •use b•d Inn used bar W emas 14 tar wd 4aptm tat abeam. bn eds bed kern ad WWA (m* dins 171 We bob ane apI a$ ab•etle ball il) Sae bob bused a M bW dWM ana.QtMb pparr/nayMO daydd ApOp1I& t AWwW blad bed wr+d• nxml'mdV hnb a10U) olohnalabma au Odd Sus dalvi bdm 1/Y 0: R i Few FOR 9' unu i REM FOR 12' URFEIS or GPA SAFE LOADS FOR 4' SOLID LINTELS wr-oam GRAVITY TYPE LENGTH 4S8 X- 6• (421 PREMT 1160 4'-0' (451 PREZlST 959 4'--e (541 PRECAST 789 5'-10'(701 PRECAST 460 C-8• (78' PREI AST 360 7'-6' (00' PRECAST 260 9'-e (1121 PRECIIiT 156 10'-6'(120 PRECAST 116 12U8 4^=+ *- UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0• (481 PRECW 597 320 C-6' (541 PRECAST 529 258 5'-10• (M PRECAST 407 148 6'-6' (78') PFUAST 366 118 7'-e (9(0 PRECAST 280 87 9'-4' (1121 PRECAST 167 55 10'-6' (12n PRMT 152 43 12F8 12F12 UM la) ttdl - Ra Rd<d I -'i'- -- c ,•%.. ,n ..w,. Iq tdaabm nm .dw adlar b w beald a w betbm a w tbw esq: l=J n n ;y,;! j, a • '•e a u • •-r VROWJlrrRavmw r661 8U8 6F6 6F12 8F18 , r 1,.„ • ,• • `- ' ' Y t: A9Wooam, m140]7 Or?ZZI. B .' S:Y'';Y,Vr, .,,3 • • TYPE OEStONAWNLN 4., rr.msvo. aou/ o.mam 8j %a'• ;'` <w,u 'al {•• C'.iw -.;'''•t ;d .. 12F16-28/12T f aeaamaJ J Laalvry ! 'v •Y C i?'' I•,!' .:a:r ...f} T, 1• :, y i''`•a. a. ire vn mDOI ap• WANIar .. .. Y1• cal. i'.. ,'.•.'i.. is (p aw m O , mam rama a `'a ";;:1 t=f•:. w/,(e. ',•;i;, •('1w,'+"+e. w- ,•cp'aW • • ••, ~.• S'y :: ' F •Ar..:w `,,1 ++'+a• j.r iipp-- /• i eye .. i• ,• as 458 : % a : y1 : G,.•' or ' 12F28 12F24 12F20 us o ' ( ` aw K Iemte \ :+ •. * PRODUCYMvd9i) more ls•am ` b• ! Ctdd acta,aul7orlda 1t a 1°us0tto'nd' • • •-• • •• •' • per ••, CRAIGPARRWO a ° -• o •!8 tttttnla+attao7ll !; RtO t1•. 8324CR6M6F328F28OF246F20 'yS' S,QN EFL 394069460 ctuse d —CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES a 1 aaar , mum 0a1awl+ tWltgl P. Am mu SGtE LLIs twe + aaeolt5 a. and pi - na as +au odua•: t•. uau SIQII t w s SAFE GRAVITY LOADS FOR S" PRECAST LLLINTELS wstr-44-en SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 61S 98-10 6FIZ-I 6118-18 6F20-16 6F24-18 6F28-1 6F32-18 S-6- (421 PRECAST 2332 2575 2 5050 6145 7227 8287 9357 4'-0' (451 PRECAST 2025 2313 3592 5050 5148 7227 8297. 9357 4'-8' (541 PRECAST 1654 1837 3633 5050 6148 7227 7 7 5'-10'(701 PRECAST 1067 1260 2198 7 5734 7227 8297t. 8225 6'-6' (78') PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 SM 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 564 660 IMI 15M 2084 2795 3731 5017 10'-6'(126' PRECAST 503 50 895 1270 1706 2236 2898 3747 1)'-4-(1361 PRECAST 457 5M 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 1 744 1042 1377 1769 2238 UM 11-4-(1501 PRECAST 373 417 646 895 1170 1485 1652 2285 14'-O'(1661 PRECAST 351 342 505 835 1087 1373 1703 2087 17'-4'(2081 PRECAST Hit 299 455 620 794 1 985 1In 1437 THE NUMBERS IN PAREMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE N0. 4 r I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS MR e" DRFCABT W 111TF13 C, 211.4m r1 SAFE LOAD PLF LENGTH TYPE 8U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'- T (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (78' PRECAST 263 496 157 7'-6- (On PRECAST 222 367 116 0'-4- (1127 PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 II'-4-(136n PRECAST 139 311 49 12'-O'(144' PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GET EJK NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4wr_*w" SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 6T8-IT 6F12-11 6FI6-17 IF20-IT V24-IT 6F38-IT 6F12-IT 3'-6' (421 PRECAST 1412 2074 2715 0 3997 1 4638 5279 4'-0- (441 PRECAST 1225 1600 2357 2913 3470 4027 450 4'-S' (641 PRMW 1083 1692 2084 2577 3969 3592 4055 V-101M PRECAST 931 1222 1600 1979 2357 2736 3114 6'-8' (787 PRECAST 723 1097 1437 m 1777 2117 2457 2797 7'-S' (On PRECAST 648 85304 1240 1544 6 1840 rr 21350 2431 9'-4- (1127 PRECAST 573 571 90 980 1252 1492J 1732 1972 101-6'(1281 PRECAST 514 462(ml 787 1121 131q..1551 1766 0. 11'-4-(1361 PRECAST 474 404 go S85 985 1213 1442 1645 If-O'(1441 PRECAST 454 387 619 SB8 1093 IM9 1506 13'-4'(160') PRECAST 402 m 308 00 516 738 906 1078 1247' 14'-0'(1681 PRECAST 368 235 475 877 832 939 1145 17'-4'(2081 PRECAST 253 208 338 478 585 693 803 p) THE NUMBERS IN PAREIiTIM ARE PERCENT REDUCTIONS FOR CHASE 40 FIELD ADDED REBAR SEE GENERA. NOTE N0. 4 PRODUCTRsvum Sc ,ylpg! h &O Phddu No O 2 v 44 .*; owl -al rheF„m F1 % • ZlemL3. 11R1` 6324 CR 579Al-';PSE FREFLR.93584 4buuA• FLP.EUC.N0.44758 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS OWV+M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 11118 OW28 I2 UMB Un6 iTA-11 llrta26 ITA-29 IM263 S-6' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14433 4 -0' (481 PRECAST 2923 4232 5838 7019 9352 11060 12755 14438 V-6' (541 PRECAST 2396 3464 5304 1819 2 11060 11755 144J8 5'-10'(701 PRECAST 1612 2320 3218 5234 6487. 11050 12755 1 8'-8' (78' PRECAST IJBJ 1986 2879 4406 8421 1410J2 12755 1 7'-6' (901 PRECAST IiJB 1628 2131 3218 4878 8758 9783 1352Q 9'-4' (112' PRECAST 795 1216 1535 2230 3083 4107 5593 755 IV-6'(1261 PRECAST 614 1043 1295 1853 2516 3 4334 5632 I1'-4'(138' PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-O'(1441 PRECAST 455 378 1073 1513 2020 2817 3333 4208 13'-4'(160') PRECAST 359 767 920 1294 1709 2188 2743 ME 14'-O'(II561 PRECAST 321 720p 665 1204 1584 2017 2451 3108 17'-4'(2081 PRECAST NR 451p 631 881 11410, 1426 1750 2102 IV-4'(Un PRECAST NR 34344 477 4 700 Cj 926 1152 1380C, 1809 SAFE LATERAL LOADS MR 41J• °aFracr IM fmm Ft i""-P"' 4 SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU 3'-0' (42' PRECAST 1295 4641 393 4'-0' (481 PRECAST 1293 4841 299 4'-6' (34' PRECAST 1 G49 3922 2417 V-10'(70' PRECAST 681 2547 155 6'-8' (78') PRECAST 579 2187 1 7'-8' (90') PRECAST 474 1771 914• 9'-4' (1121 PRECAST 355 1326 580,4 10'-6' (12n PI E= 306 1143 4540, 11'-4'(13n PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 3 13'-4'(16n PRECAST 229 857 278 14'-C(16n PRECAST 216 809 251 17'-4'(20n PRESTRESSW N.R. 16 19'-4'(2321 PRESHEW N.R. 130 U) X MUM 01 /A11 MM AW PS CM NEOI =6 FOR Qm 40 FF7n Moan a mvL SM cam WE Mn 4 SAFE GRAVITY LOADS FOR 12' PRECAST w/ 2' RECESS DOOR U-LINTELS WE LATERAL FOR 12' PRECAST vrl2" REOEn88 dDOoOR U411 omr- 4m9m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 130 129F6-1612mi 138'I4- I2Af16- IN21-21 Iowa I}(F 4'- 4' (521 PRECAST 2538 2942 5468 7564 950 11669 13679 15879 4'- I' (541 PRECAST 2319 2740 5460 7584 9640 11659 13879 156I8 5'- 8' (66') PRECAST 1347 1841 35M 6399 9640 11669 13679 ISM, 5'- 10'(707 PRECAST 1259 1758 3381 5954 9358 11669 13679 156 6'- 8' (80' PRECAST 924 1430 28J3 4415 4 1 1 11 7'- 6' (9n PRECAST 703 12M 2157 3494 15259 7422 9 11 9'-- 8' (1161 PRECAST 389 843 1451 2157 3203 44274 5417 8380 OE lMID 5 01 PA4MM05 ME PLWW MEMMgM14 MR ME 40 FRO Mom MQL MEE MW NOTE Nn 4 4' 4' (521 PRECAST 4'- 8'.(541 PRECAST 5'- 0' (6n PRECAST 5'- 10'(70' PRECAST 8'- 8' (80") PRECAST 7'- 8' (90 fPRECAST 91- 8' (1In PRECAST rcOOErcrRsvF o Cad.'" m Om FAW& mine-° gZ1.18 SEE GENERAL NOTES -SHEET 1 OF 3 MDMm or PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS tpa- 4iflm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1IF5-21 17F12-2T 12T16-2T 12f26-21 TW4-1T 21 32-21 Y- 6' (421 PRECAST 2752 4287 5613 69J8 E54 9589 10915 4'- 0' (4n PRECAST 230 MI 4872 8023 7174 8325 9477 V- C (54' PRECAST 2113 3291 4310 5328 5347 7365 9M4 5'- 10"(M PRECAST 162J 2527 3310 4092 4873 56% 6441 6'- 8' (781 PRECAST 1444 aq 2972 3675 43M 5031 5784 7'- 8' (90' PRECAST 1267p 1787 319 3806 4417 5028 V- 4' (1121 PRECAST 1028 117 2008 2590 3087 36 4079 10W( 126 PRECAST 920 947 1812 2281 y 3209 3G'T 11'- 4-(136 )1>AST 656 529 1404 1962 2441 290 3364 12'- 0-(1441 PRECAST 814 753 1269417WJ 1201 13'- 4'(16n PRECAST 678 633 1057 1485 1826 14'- 0-(168') PRECAST 822 586 974 1365 1679 A141021 1Y-4'(1081 PRECAST 434 427 695 964 1182 19'- 4'(23Z PREbI ST 366 370 593 817 1002 W THE M mm N PM amm AIDE Few, amucmiR FIDI am 40 EM Amin FUK sm FMMIK Mott Mn 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12' RECESS DOOR U-LINTELS 4& 4a7-60nm• I SAFE LOAD - POUNDS PER LINEAR FOOT 9 4'-4' (521 PRECAST 1626 1205 13740 17 4'-6- (541 PRECAST 15M 2582 3402 i 5'-8' (68' PRECAST 1210 2042 25W i 5ECAST -10'(701PR11131184 270 PRECAST 1020 15J8 2426 4 7'- 0' (90% PRECAST 904 1226 21 9" i 78' (I101 PRECAST 703 771 a 1472, FAORa6 MD F'W MIMS Ai[ FEAmff MEDIIC'l101al fml E ...... S 40 FED MMEn IBM SEE MFMOFAI WE MM 4 A 1R1000C11O3W101P MoDucr „MMIh+FFafda A447 FF.I : QR.Qq[ P.f;.` CRAIOPARFBNO tc Q G' •` 6MCB199 AmaapF Fem Na ° o .° u aD • I8 uwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nE Mum 0F00n-u u m 4m no WAM swu IVA m c rORM m 4Am FMM. r6 - M M0. 44Fa oMQW UL Umt sm - or i MIAMI-DADE MIAMi-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mYiY.minnudnde.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ABJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small 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 arevision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227,15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. JKUIAM DADE COUNJP NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 7 Page 1 LTOZ/8Z/60 :opo leeoaddd ZMZ/TZ/SO :a;ea uops gdx3 61'TZ80-LT 'ON VON rogAjadns uogaaS lo.quo,3 pnpo q S'b1i'•a•d `-,exer .d ,(M dioo l aa1S uuvg8uttu qg dq ivgai S# 10f96/£0/r0 Papp U90MIN poda8• uopoadsul patfp1ao 11t1Y OX d1oo laajg tuvg2u1uu1tg Xq ivgai tv jof96/IZ/.'0 PajvP $OZIZLY-68# podag uopoadsul pa6(t.caj lltN 6 drop laalS wDg8utut qg A ivgal Y#-'Of96/90/£0 PatvP S'0861W-Y8# 1lodag uo/loadsul paLOW23111N 8 dioo laalS u1Dg8ututltg Xq lvgai S'# -iof 961yolpo Palup 66LOZN-p8# poda8• uopoadsul Pal(pno ll!N L droD laalS uivep8utuu:g A ivgai P#-'Of96/8Z/10 Pa;vP Z£S99i- 8S# podag uopoadsur pa fipa,7111IK 9 dioD laalS woLl2tq ig A 1Dga1 S#-'Of9616Z/ZO PalvP P1961N 68# liodag uopoadsur parfplaq 1pfiv S laals11autV rfq 1Dgai £# 10f96/SZ/fi0 PajvP 0hZ$L0-111 Z# podag uouoadsul pajfipia,311lN 6 XuvdwoD u:ds D aqL Xq pu-o os 8utssa qv-ajd.iof g6/£1/II PajvP Sh£8-OZ# podad uopoadsurPa fjpao 11IN uvduro ulds D ayd d[q puD.r/s 8utssal/s-a.cd.iof S6/OZ/90 Pa/vP SLZ8-0Z# 1lodad uot/oadsul payllaD 111N Z 0o1D1ogv7 juawao alltnqooig uAoppiog Xq tuaruao iof96611:idV palvp b# of;S podag uoi/oadsur pa yipao 11t1iY I SMOIJ,VOL i HOID'IdI2TH.LVW 'a d 'otq uvd 8tv-r,7 Xq palvas puv pau8ts '•g d 'okuwj 8tvio dq paivdald 'sa8vd S6 `96/I1/11 pa vp 'slajut7 rout-g a;a.[3-jsDD 10f suOIJDl IDS• 'Z d '01(w-W 8tD1O Xq palvas puD pau$ts `•g •d 'ou:.uvd SO-0 dq pa mdaid 'sa$vd 6h£ '96190190 paivp 'slagg7 tpoui-g 9ja1j ;sD3 .rof suot vpnapDo • j SAIOLLV'Iflorlya 'a d `uowDrr larldo st uf,7 tq papas puv paugis 'L610£/L0 Papp 'gZOL6Z 'oV /lodag 'sajJOjDlogv7 gOdDasag patlddV ellq Palvda-cd 'P,6-6ZS-d NJSY lad 'suaruioads lalutl a;alouos (9£)fo pvlol 'slapoN pa111,d sla1u17 alaiouoo passa4s-aid puv jsvoald uo 8ups9; lDinxaL(uo poda.t IsaL •X SJ.SaZ 'S g•d 'outilvd 81D10 Xq papas puv pau8is sBuzmvip clloq '1 fo 1 jaags 186/8Z/60 Pawp p# uots:aai IZ6/10/90 Damp '•H"d outllvd• 81D1D ,<q pa wdald '„salgv.L PD07 al`vs la;ut7u8 ala10 IMOn MAU '817 '0AI 8uiaavaa puv '1 fo 1 hags '96/80/11 PaavP 1# uotstnal '96/LO/90 PaJDp 'g•d ' UJDd 81D-O ,(q paivdaid ;,sl;DjaQ uopvoj qvj lajut7 „g atai3-1sDo„ pap1p `gQg orp 8utntviQ •1 sg.hamd2IQ 'rv' TO'£T90-96# 7vAO?Iaav SIIOLAaaa uaama aaLLiwcnS aumao xa 'T QJJ.JJlkffaS a3MMIAa :5(3MV LaTD3d AO aDILON Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. -Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality SS stem Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Ma&ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Afliami-Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Azigust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maltia r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RE1). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. 4 ffeimy A. Makar, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. tiny A. Malwr, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: 09/28/2017 E-6 t AST' R r HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPdBAMM 761as SnM &MLS PRESTRESSED nh, I. Ca 11;r i LY3U;;M1 ffiti]iH17i9Clm/i:'e' ROCI[. TtJ<Z D UC iVrr<L.rCL't]R[>Yl itaE IYAMAIM nDcAL][IC at ilu \[l"frRi A EFG1f 72L1 i7Ef Dc3!.:7 6G'ii Dr L:r f[]Ci! CZLZ1GYit> 0 f ii iiilOFi•a yCmc•' 8" PRECAST W/ 2" RECESS DOOR_U--LNTEL DATA TABLE tr;!' II ri;ir C::%I iri a ri:lr.a:r;eir•>t-,1 T': Imo^ I i/.Y :•i:f Tif:lYlT. cif// Cr' ai} t miceEC77IIRi ,i!! d^1 E C17 F" MM;iter. ll.wr?".'.V fi-IlE3GFJRi1L l CiGJrLL[ S rr iCtlaL"Jr:i:.'+1 i "1t/,aL, r: 1L F fait Jr-?,Ii" L:__g=, i©Qasa ua ue;Rrt3er fast ru er,:•rr},,r mr7,0aLU KE.-'saiumf it t atr sl as:ar.l rnn r::'r,-,Rr nay Wt r.M w AL pRTi N' 1a-0 a.am FRWASr IMMm rla•. • m x a w• mi r srmr. r. A aY I yL r r i^ 7j1IrI,,,,.o.i1.erur,.;fan.-s;n.;"`9b 1 F.r111`ii iEtrfall:lll+I:911. d ItliL'LY r;'<:u aca auar:»isue v E3a'r.r CG a:.;i Rm7I70taL.ta rr irsL_SJ: Cryria fv7cc L 7UMAKral" lfaula_rs>resuru;-:er; ivraa_: +F a:a rric r. s richvxrric- ar>e, ewuaAonevnrnr r.>Ltf a,a rc. 'n rravrrno -n r!•rr r-_- rr,m or mc r+mtaa,.n+r n+nl[IiL1i,Q U3C [7 a' I ?LG! a U trill I ;1:L!1:1 lIlC1R ffl1 t1 rr'9[xr=11 L: 7:I, r S,_r"!rJtFLZ' r,C1 I CL•y[ZG7l;;:rel _:.."lfl 71Y1 [fiL iF]C'tti I. lalFolomf arrti vIn a* AWN A3 I0 K r. $. We TM10" WAS W IMMS AIa R out a m . f A7d Anerrlle mal Nov o o am= SMIM Mm am oaYad ram {flf 4nmx W rfDTUM" an m as rm o mm cma of 0"fu so= Aid AAIa mal Im a aolm= allow l /.. OW PL M f' Vag= slom i smulw IU lmraq f.. aoo wot AI ID mr r rmem orrovnpmm TOMm raver aac Aaau atm ofcoemfSWaa= It te9 a MW POWRO f F11111k - an a ,r.. a rfE112Wm ena XMMGU p CAmr A• inprpprIILfIRaD to am uma All a== "AM u r EN8 • . i PAGD{KTQGNA i M• mp.mnarPbW yAlo61t°fCb1. o o3.fY. OMPAFMO CAST—CRETE 8" LINTEL FABRICATION DETAILS it l C itAaF aaLtylTv Lc)Ans FOR 8' PRE=OAST A PRESTRESSED UdJNTEL 6 4C. SAFE. LAAO - POUNDS PER LINEAR NOT TYPE LENGTH ersa ma -to mt2-oe en" IEte-a 41tt1-t9 ill" stie-te W" wu 4115-0e alaro 1WR-W Slat -le e' 42) PRET915T 2231 am alto 0193 from ON ism IDmI m9 460 f113 7547 074 ION I= 4 -0' (481 PRETASi 1968 sm 1 xm 4m 3W I'm toy lltm t 91t3 75R Y74 MW It®7 9' (547 PRE1JliT 1599 IOm 2110 2a3I 3753 4m elm Imo af9 4375 4113 799 Sall 02% I= 5-4' (6L PRECAST 1257 U49 1430 1139 DW Sin 3eee 420 too am0 MIS 75470 7XIM ameg to 6'-10'(70 PRECAST f082 tim Ins II 2W0 2541 Joao 3470 1451 2632 4300 p Trot S31s 6'-8' (7n PRIMW go tm 21 3m1 37W QW Wilt 1236 2177 3410 Sxl ISO 1 Mm 7-5 ( PRMW 743 roll t7m I9R 1999 a11t 3416 1011 1 2011 3191 Gal HW 172 e'-4' (I12') PRECAST 554 a9 1I90 Im 224 340 xis WU 7ffi 1145 ISO 294 340 OnOtt l0-8"(128') PREGST p5 1m M 1247 2ma till 21a3 Sex ION 152s 2t113 2A1 4734 11'4'(1367 PRECAST J61 t14 UN 1941 ZW 3ro7 AW 143 In$ INS 2ru 3112 41M 17--0'(ti4' P1iECJST 3S/ ell 1254 16H 2103 2905 3W 03 1251 ISM 2W 28m ass: 13-4" 1 PREJ ST 296 E4011 705 1075 MO IMS e31f 71107( m Im9 1429 lax 231e 2mlli'-0'(188 PRECAST 2T9701 Im1 UM 9W 2127 2m0 709 1002 1321 IW 21V a1O m an m IS R1 431 7I I3A last 2N tell all 15-i'U84l PfeESR SSED NA la ee to ea Am 710 12M IA3 20x I= ISIS ti-4'(208' PRESTRES4D NA, 111 No lot MR 910 e50 1xS INS t9N 2N0 19'-4'(?J2' PRESTRESSED kR. W RR tot I1r2315f107MTO1031t2R511511RIB 21'-0(255i NR OR tm Ot MR I IN 340 m5 so TIN UN 140 22'-W(26nRIFSiFSS) NJI NO ml M M 3$5 m 754 109 lm 139 24-O'(2881 PRIM11=ED NR M1 M m M m IR In I m0 1 AS 7 tom I ltm SAFE LATERAL WADS FOR A ESLIeaTatlDCaT°CYCOII IIJ IWcIA SAFE LOAD PLF LENGTH TYPE sus va RcVU 3'-8' (4n- PRECAST 1025 1024 1595 4'-Or (481 P(if>WT 765 763 1309 4'-4Y 4541 PRIXW 592 591 1073 5-4. (641 PRECAST 411 411 745 0'-10'(707 PRECAST 340 339 016 8'-4r (701 PRECAST 607 721 490 7'-6' (W) PROM 424 634 30 9'-e (1121 PRECAST 326 • 512r11Y-0'(128') PREdLST 284 401 11. 4' (Sae) PRem ST 260 432 lY-4Y(1441 PRECAST 244 402 13'-C (1601 PRECAST 217 324 110 14'-0"(1651 PRECAST 205 293 100 14'-e(179')PRES 6>6) N.R. 2$4 91 15-0(1841 PRFSTREW N.R. 259 W 17'-4'(1081 PRBM= N.R. 194 64 19'-4'(23Y) PWMRESbTA N.R. 148 52 21'-4'(2%1PRIMRM N.R. 125 42 2Y-0'(2641mnII NR 116 40 24'-G-(28n PRESTREW N R 91 33 SAFE UPLIFT LOADS FORS' PFfWMTB PRESTRESSED LA4JNT IS opZ76+.w SAFE LOAD -POUNDS PERLWEARFOOT TYPE LENGTH OibR eta a R vii-a 1MO-If Dnf-a fr vio-ar 4M-R i -at 9na-a U*- RR_. 3'-0' (42 Per t9a 2 4 % em INS 20 4324 061 fin 4'—d (481 PRMAST tam lam a010 3915 I= 23m M x16 63=5i 54.1 Pam.pW tom 2117 Ilya 400 n 1Inn204027W3A640Rt 47116,('PRECAA 1019 R1 Wo 281A M" f 1019 1116 ale late 1 3119 15411 On PRECAST Sols13 3 41A cal m 1517 1 2= 1 M3 1 JW7 1 ISM 4W 8'-r (751 PRECAST 431 to i4olmd Igoomd 132I 42151 so 1mW I m I I= vW I 3m 7-e' (90 PRECAST 1 found2m5 29W 3129 717 1124 1 ITN{ I tm5 242e W u78 9'-4" (1127 PRECAST 531 706 Ilx 1474 1515 2 Lim WI an 1 1318 1 160 ION 20ro 1a-6'(126' P'RE#'A$T Sm Vaud flood Ili$ 1491 031; 2011 ex as I Ito0 d 1471 tM 20M 2340 11'-4'(,J6) PR8DIST 474 em 19a7 1D 1313 I79 NI sm 1 icaml fried 1443 ad towd 2187 tY-0'(144 PRECAST Oro 435 loll n4 ad m 113kol I=od ISM 470 so 1 940 Ism lm&d IGISMI tero 1J-4'(18d} PRECAST 4u MB Sol 1143 I== 421 - 400 1 7110 A 11M ssimed 1Gmam I t4W 14'd(t68 PRECAST ae4 SM em 7l4 1 ltm 410 425 1 m d 18"03 mnd Im IsOr 14-+Y (1761 PRESTRESSFA M° 2u 395 eta an Su Wee owngig 4 nd 9la 1131 1734 15-4'(t84"f 224 231 31301 w ae owd 1 fig of m a9 Mod 011ad 1054 1643 17'-4'(2081 PF7600Sm to 30e I We d 740 11 i I 19'-4" (=j PFESIRi55ED m Im m 263 u9 420 417 59 14 747 1227 21'-4'(2W) PRESTEM Iu 984 Gel m ee 50 6M 141 m 3mm 3mv 731 m 1095 2Y-0' (264' PRESTRESSED ND 117 Zm 37i 4f2 ON Ox 137 223 aie 30 1m SUR4mD 24'-O'(2887P18STAESSFD 124 IN lie 29 all 341fA 45 ed 4SO al 06 4W10,4of7 87e 1) THE NULGFR5 W PMENNIfM ARE PWCW RVICNDLi FOR ORAOE 40 • SEE GENERAL NOTE N0. 18 ON SIM 3 OF 3. (/) FPU ADM REBAR SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3. 4 l7lODUCrR9VLS6n yry,.gmo4lmitLl ut9t4Aea.F `• so complying Wth the FloAda 9 ted. OdlmngCak ,V oZ2'7•/S" ptmceNo . o ` Aoleptencc NoBY GENERAL NOTES - SHEET 3 OF 3 yP EN ARE PFNGENT MUGIIWW MR 6R11UE 49 GD7ERAL AW NO. 4 ON SHEET 3 OF 3. EN • OR4GUt,71t6ylggp 0°`mo0ot4de nOmLd q° oL TE y.CEW6PAf6W404[Z.l Pv•: 8924CR679 • R1,, BEifN51.El63694 to MAJ aa4 FLP.LLLC.N0.44168 uw14t51ETE 8" LINTEL FABRICATION DETAILS d SAFE GRAVITY LOADS FOR V PRECASTWI r RECESS DbUR U-UWMLS m-oCttm SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH • eRlL6 a•aa0inn NIFt lens O dt•33. ewe Ie eIF10- tl•N-t m7!-t alrm-,e ego- 4-4' (52'1 PRECAST 18Xi 1741 3AS 380 5421 51R MV Iwi sw!52a am am iota4'-8' Cr`1 PR0:A5T 149415" 1R t912 p 4249 924 SM 5'-8' (66 PRiCAST 8 ao 17 6 rats 34 nonax1e1m4567eamomm7atswed 5'-ld(70 PRECAST 810 am I653U 1400 1124 2540 3174 3700 1113 23f2 4242 063f IL 6'-C (MI F'REM 797 t0I IMS 3120 5W 7147 Noe 730 901 1e75 3120 e0it 71t5 e0' 1 7-6' (90') PRECAST 809 ia 1490 24w 377e 6)4J 723e ee73 765 1450 2459 377E 6743 1 9'-B' (1i8'P7 CASf 411 ess I60I xS7 312a 4091 34e sTe M ISa 2W 3121 tw sai Q) THE NUL9 M N PAREffiHES6 ARE PERCa4T REDUCTIONS Fi1R GRADE 40 FIELD AWED REBN! SEE CEF K NM NO. 4 IMM LATERAL LAADB FOR tl-nrIFQA9T.d I" WPf'F99 nnnM ltAt PIP. SAF LOAD LENOI•TH 8RUG 8RF6 ROMU 4'-4% (52' PRECAST 758 1 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-r (68'1 PRECAST 408 407 1 655 5'-10'(701 PRECAST 362 381 616 61-8' (001 PRECAST' 595 788 464 7'-8' (201 PRECAST 609 074 363 9'-87 (1161 PRECAST 370 490 214 e SEE GE11E14U. NOTE 18 calER&_ I wNad W i pwQcl y bq =kW d Me ecL b mWobb o Ireeo7d1y F plytmd IYW e000 U) in uM. sfia d Iad te/ L ekdr c naMa mw1.8 des 5a ce y d ddas qq -a oov`.a tdo dK.( 4MlW60I CpR1 a. w Av Fjp , =O* dd i I n 4y/yAup AOtAfu b'DO lw iBfOa totobob AO111. dmld 6if Vs aows oaapQ Oil dWSij'iFd rr tl ar a l ief4rlW1 ,F 71y t IA A p and ostl701o.f IQ W rn•rto Aqd 5gjlo W Oa4 m aafi b.4 Tad nd Iosl d .bete O I 14 rd 6b1 Who ad dmn O. Wo Imd 5m: ed b74om IbIll ftm RsNe Id muf ad .d ka JWL 17) 3do b.6 m Vwtlwwm Awft bed• 0 no ao 4 b F.Vow-b kfttn 6o d sbrOm is I* W 90 aNN yAbpa IpAdoIWIIbow.. nlowl d-or F,p Atl ex wt AO 311 oy p3 AM!, i/rISI wbeGq 4 N73 W Sit N 4I t0 I Ided Is amodb al er dso b Odd AO dlfA Were A Idb MAW and jd t mIC117o =: bm ofe t7'^i' eM kgtr bed/ Fµ00l7Ci a81EA7i3 s= y s bot/ VtMIO ae Wk erM:Om oArrOdi7 ISta 0 Ttin loam o rwlt4t a0es r w. tb -0 22 . ew np b, dhaw for bo /s rdas 0 idrfr dn r 4daamtlOAd mt cw* A lbwdYodoal 11 eb'dl dolsRe s4Wi m.mmlyd day d F'ap Alm 00 Im d aWwk 19Bt- IMe:6J ' IQ • sift 5m4 dkl'r4w (d to beta d 0. Imam d io hN -vo, 1/2• CLa up. SEE SAFE UWA Low MM FORCdOI tN 1 rWAR SAFE UPLIFT LOADS FOR 8" PRECASTmd 2" RECESS DOOR U-Lgnl--LS 4 , 41Cl-A4et9 SAFE LOAD - POUNDS PER LINEAR FOOT TYPEI LENGTH tt— Ir WI am -I I -I wo-il uno-n M- u o- m•14-2 W wn-vings-m etar30 4,, Ifa 23a JIM 3151 4445 ONO ex- F-m-T I = 30x 3751 4445 mo 4,, (,. ppim SIR iw4 2272 2M 3w1 4D5 00 Iu 1 IN4 1 2172 IRS 3t07 4A5 4N3 5W ( 68) PRECAST 05 1 IM 132e 204 3x2 3911 5J5 Im tm 2w 2m MR 3I1 5- 17(70' PRR JLST S% 11W 174 2tw ms 3x6ISO 6A113317461!B vn s7o 1!1 1 t9w 241e W 570 IOm ISO Ip0 248 we(90' PRECAST 306 74! t3N 1 2101 207605 we13N17R21a25579'-r1161PROWw5 465 am 111! 154 1 ass 5w 1072 13G t0,e B THE NUMBERS N PAENINFSIS ARE PERCENT REDUCSM FOR GM 40 HERD AOOED RM SEE GOQ1iAL NOTE NO. 4 ZIA m AM um TYPE DESIGNATION tlI1011 F7. I! aF ( 006 4O0T 8F16- 18/IT I Wf7RtJ J tpIWOF ar 5 FtStA ( n am 7' r t-,h•fAW te jr a. aeur r. ti u d. 7 13 um AT mm Imo PPMMCr dr teas, e . a 4a'A3 a • N ' RSVMW m aom01)IbI vdth Ills FTodIF.Y' L7 AOaeL IabgAt imx m b Q edtdin0 Code Qyec1 canon- CFNNFPAFIRRIO FIOOU4trt10V{• 0p . O= tv meROdJa oZ 76 W CR679 SEEM R. am i wa 3:::T>n7t.VGl:fiYYILYGif `oFA13RICATION DETAILS r\r:4ae.>sat ral•t:;lanct r_.Iral:rca: J: Trl3`Nwrtrlav 1fi' 1 Call; CY`Z rl:/.l 4~ 46I 1 I: YdYri Ce CITY OF SANF BUILDING & FIRE PREVEN D PERMIT APPLICA Application No: ! P- - 12-L43 Documented Construction Value: S 5' 12.E Job Address: LoLn -e Historic District: Yes No Parcel ID: Residential ['-i' Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: P1Lz-j\&bJ ,-1e 4Z — c5f —, cc"- OI-c4 -e . cet t U 1- , fyk"o d Plan Review Contact Person: cxt2', Scent LD 3 bL%., I c! r- Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name R • J _ lu -et+-, Pl \-v o--bf n 15 Phone: Street: c)-:)O I Fax: 24-(u- 1-4 4 -&- City, State Zip: GckncLc, , t= sJ2-S Zti State License No.: ArchitectJEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail- Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poi 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: r Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application OF NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as w. 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 requi d in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitt il. 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 Vail e, 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 of (Tuner/Agent Date Signature of Contractor/Agent Date Print Owncr/Agent's Name Print ConUa ni's Name P •(rt' 2u1ci Signature of Notary -Stott of Florida Date Signature of Notary -State of Florida Date PAT SUSElFAY ,OANISSION i EXPAES: August fgtj*°, 9onCee*wuNor rywbC Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes(] No APPROVALS: ZONING: COMMENTS: Revised: June 30, 2015 ENGINEERING: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application 12M 2018 dw 1507 State Road 52 123 Miller Road 9701 Badsnan Road Established 1973 iudson, FL 34669 Vabico, FL 33594 Orlando, FL 32824 www.RJKielry.com 27.863-5486 813.661-0707 407.055-2636 Stale License «CF-0O20 2 R.J. KiELTY Page: IO 1 Proposal No: 717-13533 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly - 1827 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum or: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30°k Finish. NET 10 Days All materials guaranteed to be as specified. Ali work to be Completed In a workman like manner according to standard praclires. Any after•atton or deviation from specifications below involving extra costs wad coded only upon wrilton orders, and will become an extra charge over and above the estimate. All dire, tornado and other necessary insurance. Our workers are Iryagreementscontingentuponstriae, accid del loll our control. Oymer to covered by worker's compensation Ins 9. ( l AUTHORIZED SIGNATURE: THIS ROPOS L MAY BE WIT DRAWN IF NOT ACCEPTED IN 30 DI YS We hereby submit spedaca' end 0AI&S for. Master Bath 1 Shower Sterling Accord 6046 Bass 72270100 While With Walls And Moen Chateau TL182 Chrome Volvo 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd path 1 Tub Starring Accord 60x 3O 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen Sink By Builder Faucet Moen Integra 67315 Chrome 1 Olsposal ISE Badger V With Cord 1 Icamaker Une With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE. Backfilfmg Included For Sewer 8 Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance: Additional $12 per loot MY Wader Allowance: Additional $3 per fool Applies to any direct contract between an owner contractor (RJI) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and corrdtions are sallstaetory and hereby accepted. You are authorized to do the work as specified. Payment vriil be made outlined above. I agree to pay reasonable ailomeys fees court costs in the event of legal action. A monthly service charge of 1 112% will be added oiler days. Any sewer laps deeper than a 112 feet or requires badthoe or dewatering will be an extra charge. y SIGNED: DATE OF ACCEPTANCE 8 PAGE 2: Branch: Hudson qLast Edit By: Last Edit Date: 7/27/2017 6 2 C CITY OF S•J FOJX" Building & Fire Prevention Division PERMIT APPLICATION Application No: l V 1 Y3 Documented Construction Value: $ 51,000 Job Address: 3848 Loon Lane Historic District: Yes[]NoFzl Parcel ID• 17-20-31-502-0000-1020 Residential 0 Commercials Type of Work: New ] Addition[] Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Name Lake Mary, FL 32746 Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: n/a Address: EC 13008106 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 COMMENCE TNT. 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: 61a Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application ere y be dditional restrictions applicable to this property thatNOTICE: In addition to the requirements and thepermit,m may be addit ionalonal paermits required from other governmental entities such amaytaber found in the public records of this. county, management districts, state agences, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F5 713. ew fee at the time of permit submittal. A copy ofTheCityofSanfordrequirespaymentofaplaanreItheconsideredtheestimatedconstructionvalueoftcontracthe job at the time of submittal in order to calculate a plan review charge pl CC Valuation Table in t at the e the t is n the ent I The actual construction value ll See ulguTed based do charges figuredoff the executed contracfft exceed the actual constructionvaalue, 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 doneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of OwnedAgent Data' print OwnedAgent' s Name Signature of Notary State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContractodAgmt anc lutl C bbs print Contractor/ Agent's Name i SignauueofNo of Floridatl ate g M 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 Plumbmg0 Gas Roof Occupancy Use: Flood Zone: Construction Type: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUMDING: COAvdENTS: Permit Application Revised: January 1, 2019 S,kl FOIRD Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3848 Loon Lane Historic District: Yes[]No [] Parcel ID: 17-20-31-502-0000-1020 Residential 0 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 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Starlight Homes FL LLC. 1064 Greenwood Blvd., Ste 124 City, State Zip.. Name Street: Lake Mary, FL 32746 Brandon Gibbs Phone: 407-708-0163 Resident of property? : No 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: Phone: 407-630-0119 Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: EC13008106 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, CpNSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMIENT. 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: 6'" Edition (2017) Florida Building Code Revised: January 1, 2019 Permit Application N and in t e addition to the f this requirements of this permit, there may be additional restrictions applicable to this property that may be - found in the public records of this county, and there maybe additional permits required from other governmental entities such as water 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, PS 713. payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredTheCityofSanfordrequires view of submittal. in order to calculate a plan review charge and will on the decurrentt ICC estimated on Table in effect t the Mime the permobattheitisissued, in The actual construction value will be figured b off the executed contract exceed the actual construction value, accordance with local ordinance. Should calculated charges figuredcreditwillbeappliedtoyourpermitfeeswhenthepermitisissued. 0 ER'S AFFIDAVIT: I certify that all of the foregoingconstructionfinformationand saccurate and that all work will zoninbedoneincompliancewithallapplicablelawsregaleg Signature of Owoer/Agent Date Print Owner/Agent's Name late of Florida Date Signature ofNotary-S Owner/Agent is Personally Known to Me or Produced ID Type of ID Date ' tat ItirSignatureof ConuaatodAgentV 5 Print Contractor/Agent's NameSignatureofNoofFloridaate Contractor/Agent is X personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Electrical Mechanical Plumbing[] Gas[] Roof Permits Required: Building 11 Occupancy Use: Flood Zone: Construction Type: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: 'Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: January 1, 2019 VO RIE-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Carden FL 34787 407-656-9656 PROJECT NO: ORDER NO: R= REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT CONTRACTOR REPORT['f/ N LOCATION': MATERIAL: DATE TESTED: PROCTOR A SPECIFFCATION: OPTIMtin1/11VI0 j ! s V v MAXIMUM DRY DENSITY, /_ LOCATION DEPPA \ 41z f MAX DRY DENMTV PERCENT OF MOISTURE INCH= 1 "cw R MAX. D®VSITY PERCENT t GwA a + SPECIFIC PURPOSE SURVEY FORMBOARD) N WYNDHAM PRESERVE LOT 102 P8 81, PG 93) Eon 8 ogh y TRAcrA or N99W 10JIE 60.00' o° Atpwrrr 609#4m" crvt or cos rot o LOT 102 i a AREA a 6.900 S.F. +I- a i C. °_° a ........... r.. 0 1os' 1os' Ja.o t n O 1 STORY RESIDENCE y. 3848 LOON LANE iwiFORMDOARD LOT 103 a FFEw 27.44' LOT 101 6 5.7 w1b w 0 10.11 200 4 N INJrt!---_-___ 10' UTILITY w• EASF,N&VT(P) W 60.00' 5.ff9'I.T'03wW W CONC CURB LOON LANE Rig CENTER 50' RIGNT-OF-WAY V) PCP _UNE (PRNATE ROAD) 9.14• PCP S 89'43'03' W 291.54' Building Setbacks Setback: Per construction plan' for BUILDING SAYOU'I' NOT& 1v'MDWW PRESERVE', City of Sanford. Contractor and owner am to verify allSeminoleCounty, Florida. DIMENSION NOTE: setbacks. building dimension', and layout Front 2Y Proposed building dimensions shown hereon prior to any construction, and immediclety advise CooPoint Surveying, Inc. ofRear20' shown hereon are of the exterior, any deviation from Information shown hereon. Side ' 7A• Failure to do so will be at users sole Ask lg _ .my `"" LBGZKDtAM=-4sere/Dmb"/MUew9de.eoZ. SURVEYORS NOTES: VP Prow ter 9q t Div Easement PRY-P.nn'nentCon Ml Point t1, Central Point 1 lDb Morabn on Ue WOJ'cc1tPCP_Pomonenl not r fwhielwd gntimof PREPARED FOR. ASHTON WOODSibn MAC, a tiprrlr9rcrinwh to rewolM S kre. of thisMne Pion. Plan cords Beal owrY104t'n Y`lI Dsvotbn aw-watw VaM 2. Roods, -oft. and aUw arosw Items elmn hereon were FLOOD ZONEis.-lot saws V// nrs Ilydnnt town from erglnoerkq plem and an euew to eurmy. PoOo I us, or _11ecblmod water Motor The property shown hereon Is on the Federal Pe :0ont Pew. ache-Recbbnod wotw VON* sac' J. D'wtbns aa.n hereon on In fart and on rafpsneed to UM Nn NAL U9017IC VMKX DATUM OF 1e3e (flww2s} Fjnsryency Management Agenry's Flopd. Inourance Role MOP Pandl Number 12127C-D765. In Flood FE-Sloowatr0Sw -curb rod ibex Ele+eeen 0ft Soave 0-Utility Pole 4—Pap grads a finishes Iber elewsons chew hereon Zone Curt Not Q Orry Peb ens from the construction pion for 1VrND1uY PRESERVE•, n01t-'role rep Inlet IZ-lJpht Ppb City of Sanford Seminole County. Florida. YL-PVedc Wary Eossment (-:COW Anchor ICP-Rernroro Core. Pb.-ot_0rwhoap U111111.Moment 3. This Spocifb Pwpow Surrey b far the bcolbn are rC-PeyHrM Ctewleeso (ia01n ..tw) O-Storm Saver YaMob 5e dtory elerabn a Ue fomreawrde a* MIS IS Nor • s01sO0fY DESCRIPTION: LOT 102. according to the plat sir--sswamwF000t a"" Handball, haloosv.. 0ectar "or wrNEq of "1NYNDHAM PRESERVE", as recorded in Me Sr -M&W slEfw'nwrt Plat Book 81. Page 93 Public records of x.-Perk_ Role" tlou 4+ea--wrrllsoclaortiouln Control voNo, F-Slon Seminole County, FloridaSW - Set DT ben aRod1e77 rvbd_cete water vaNs This esr011 Ihet a W11br dncrlbed propeAy 555 WmdeAOY Place. Suite 109 rtads under ), f"" Melsend. FL 32751mil` ljdr(/pb Us ofondorde dPracticesetfaProfessional Phone: (321) 270.0440 Swwyen a WRp n• , OtIP , iiytdo MmlAproy.e Fax: (813) 248-2285 cedl pump lic a72.D27 sode Steeds. Licensed Buatnees No LB 7788e GeoPoint oaf Surveying, Inc. sac D. A Lhi •. '•5o preen: RCA Checked;JDL P.C.: Doto FA:at.od wt- ntalLssroY•• elep)'EA No. L56915 Dat:7/4le NOT VAUP ATOW THE SMIUM AND THE ORI;PK z/-' es,--+ bdwl-toilCi Order No.: ZNSED SUL OF A FIDRBA UCDRED SURVEYOR AND YAPPER SECe017 - TWN 20 S. - RNC. 31 E. I Find Ric r--`. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No- t V-'` Documented Construction Value: $ 4.462.00 / J 43 Job Address: 3848 Loon I n Historic District: Yes No X Parcel ID: 17-20-31-502-0000-1020 Residential [D Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install new A(_ with rlt in work and Venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Marv. FL 32746 5401 _n-•y Air Ct Resident of property? : NO Contractor Information Phone: 407-886-3729 Fax: City, State Zip: Qrlandn FI 32810 State License No.: CAC1816317 ArchitecVEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 511 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application Pe 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 penllits required From other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction hind zoning. Signature orO%%-ncr/Agent Dale Print Owner/Agent's Nmnc Signature or Notary• -State or Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A40 9/25/18 Signature or Contractor/Agent Date Robert Kulp Print Contractor/Agent's Namc Signature 18 IN Notary Public State of FloridaSeraiRodriguezN64ExpiresEMyxxpC lmieaion 2t3147030 Contractor/.Agent is _2_ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application WORK ORDER Job #_ 34658 Date: 1 /25/2018 145952 Subdivision Phase Bid L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 102 3848 Loon LnADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1827 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: 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 Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Yeiwio» Qty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 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 Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 2.20 27.72 Rou hin 2 196.0003-Fabrication Labor 21.78 326.7004-Installation Labor 6.75 114.75 Trim 2,196.0006-Piping Labor 14-Kitchen Vent Trim 02-Material/Tax 1,103.08 Permit 70.00 1,339.7701-Equipment/Tax 80.0009-Permit/Other 1.23 15.54011-Delivery Labor 2.471 31.07 Total Contract: 4,462.0020-Pull Material Labor 2.S01 42.50I2-Startup Labor Jet Stream° Ultra BlowinkNA9 O 1 Attic and Cavity Wall Card 304 ( ih fine hi mye eweri Batts and Blankets When installed in accordance with the manufacturer's recommendations, Knauf Insulation belts and blankets will provide the full R-value. R-Value* Minimum Thickness To obtain an Insulation resistance R-Value) of: Installed Installed Insulation should be less than: R49 13.75' R-38HD 10.25' R-38 12.00' R-30HD 8.25' R-30 10.00' R-26 9.00' R-22 6,50' R-21HD 5.50' R-19 6.25- R-15HD 3.50' R-13 3.50' R-11 3.50' R-8 2.50' R-18 in a 5 5' cavity Conforms to ASTM C 665 and Federal Speafiwlron HH•1.521 F Framing Adjustment To compensate for framing members, the number of begs per 1,000 sq h. of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MSF 16* D.C. Framing Bags/MSF 24* D.C. Framing R-60 2x4 29.2 29.4 2x6 28.9 29.1 2x8 28.6 28.9 R-49 2x4 23.0 23.2 2x6 22.7 22.9 2x8 22.4 22.7 R-44 2x4 20.4 20.6 2x6 20.1 20.3 2x8 19.8 20.1 R-38 2x4 17.3 VA 2x6 17.0 17.2 2x8 16.7 17.0 R-30 2x4 13.2 13.3 2x6 12.9 13.1 2x8 12.6 12.9 R-26 2x4 11.3 11.4 2x6 11.0 11.2 2x8 10.8 11.0 R-22 2x4 9.3 9.5 2x6 9.1 9.3 2x8 8.8 9.1 R-19 2x4 7.9 8.1 2x6 7.7 7.9 2x8 7.4 7.7 R-13 2x4 5.3 5.4 2x6 5.0 5.2 2x8 4.8 5.0 ER-1 2x4 4.3 4.4 2x6 1 4.1 1 4.3 2x8 1 3.8 1 4.1 u« OalUacuaae O.M. a,wd lr iA n b"% M.loaw..d+...d is1. hw.... G1TrhJGIMaD cdd.a h u EwA- w-..adi.,d b b. ro,.wMdryd. hw ut G.6..m-u casTrwuaao n.d.a,.n cw - i. u r..uwnw+ cerrracwso o-,ao.a, h, i.. d.,al w.i,Ao.. ip. i.dow oe drip pndw coop rs .on inknnmsn..iJi d ow+/ep Equipment Required It is recommended that a pneumatic blowing machine and a corrugated hose with a minimum %: internal corrugation, a minimum length of 1501. Coils in the hose should not be less than 36' in diameter. Acceptable material feY rate is 5.35 lbs/minute. Recommended feed rate is 15-251bVdnute. ) -7 , Thermal Performance (Sidewall and Attic Application) (/ / The stated thermal resistance (R-value) is provided by installing in accordance with the manufacturer's instructions. Failure to install the required number of bags per 1,000 square feet and exceeding the maximum square feet of coverage per bag as recommended by the label will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 Ills., Minimum 31 Ibs. R-Value* Bags per 1000 SF Maximum Net Minimum To obtain an The number of bags Coverage per Bag Weight per SF Cavity Insulation per 1,000 square feet Contents of this bag The weight per square lest installed insulation Framing De th resistance of: Density of net area should not be loss than: should not cover more than: of should not be less than: 2'x 4' 3.50' R-15 1.8 lbs./cu. ft. 16.4 bags 61.0 sq. ft. 0.525 lbs. 2'x 6' 5.50' R-23 1.8 lbs./cu. ft. 25.8 bags 38.8 sq. ft. 0.825 Ills. 2'x r R-31 1.8 lbsJcu. ft. 34.0 bags 29.4 sq. fl. 1.088 Ibs. 2' 9.25' R-39 1.8 lbs./cu. It. 43.4 bags 23.1 sq. ft. 1.388 Ibs. le hoar lbw. The hlpher the R•rabs. Ow greater Ne WutaWhp power To get tlw marked R•r ple, 0 c essentlal tliat Ods 4lsilutlori be insured proper en Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R-Value* To obtain an Insulation resistance (R-Value) of: Bags/ 1,000 SF The number of bags/ 1,000 SF of net area should not be less than: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The weightlSF of Installed Insulation should not be loss than Initial Installed Thickness Installed insulation should not be less than: Minimum Settled Thickness" Contents of this bag should not cover more then: R-60 29.7 33 6 SF 952 lbs. 19.750' 19.750' R49 23.5 42.5 SF 753 lbs. 16.375" 16.375" R-44 20.9 47.8 SF 670lbs. 14.875' 14.875' R-38 17.8 56.2 SF 569 lbs. 13.000' 13.000" R-30 13.6 73.3 SF 437 lbs. 10.375' 10.375' R-26 11.8 85.0 SF 377 lbs. 9.125' 9.125' R-22 9.8 102.2 SF 313lbs. 7.750' 7.750' R-19 8.4 119.3 SF 2681bs. 6.750' 6,750' R-13 5.7 175.3 SF 183lbs. 4.750' 4.750' R-11 4.7 210.8 SF 152lbs. 4,000' 4,000' Bap n11 WWd-nomd u 61, MNnun 71 ae. Cowapl rednuaVtlondrawee dwar I u*QaVl4baTl4•BbbMq maddryntlikdpp.dei 17 paf opemp, 7:0 pet pnaaea aid 11pdS oamgav0awe. Thinpo"wn1p1110 bo-peibnriawieeasnsw GI STMCTV, Typo I, andeameled FeOnal Spedladhm Ie1aINK Type I. Claw B.R.rdowsmdebmiiad in a000nfao coal C 617 and C 51 rt• repo raalaiw b hat Bow Tla Np1a M R•vdue, ae peas as Yudmq pow. 7o ps tlw mated R-raVe.1 b maNel ad the bwlaUon a emYed pWe1Y tl yw do A yaAedl. gel nww tlse ad blow eisa eandidy. Ynaudloie do net mm oVi die psseps. Bored on ThiO pam7 t+rea 1sBry wady.de peedad ie0laiwil eve a MIM POW =A bepsraeMaIw.11dl enesAdrellegbOiermllyi Tlerebre.Ow Yataae0 andsoled tlldnwla ov ethandy ae lore VVIRM110a b a rapbbied eadsriln of ur&A Builder' s Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistance of... R- Value Thickness Attic Area R- at Inches Sloped Ceilings R- at Inches Walls R- at Inches Floors ( over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Dale Installed Blownsul ition has been install d in conformance with the above reco c ajjoVto provide an R-value of R. ( r using bags of this insulation to cover "/ square feet of area at a minimum thick ess of inches. nwlebon Cdnbuw (signal ) t -ZO -)19 j Company( Home Builder (signature) Company Dale The coverage information on this Attic/Sidewall card applies to the entire United States (including Minnesota). knautinsulation. us J Knauf Insulation, Inc. One Knauf Drive, Shelbyville, IN 46176 Tel: (800) 825-4434 ext. 8300 FAX. (317) 398-3675 0 2015 Knauf Insulation, Inc.