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3944 Saltmarsh Lp 18-907COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000169 BUILDING PERMIT NUMBER: 18-10000169 DATE: February 28, 2018 UNIT ADDRESS: SALTMARSH LOOP 3944 LOT 40 TRAFFIC ZONE:022 JURISDICTION: 17-20-31-502-0000-0400 SEC. TWP. RNG. SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3944 SVETMASFR LOOP / LOT 40 / WYNDHAM PRES-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROSPS-COLLECTORS N/A Ingle Fa ily Housiing .00 1.000 dwl unit 00 FIRE RE 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Ingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE IAFIE/IS ,IBRARDREEOLR THE SMNLEOUNTYROD, FIRE/RESCUE, STATEMENT AND/OR ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, n TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR 1DAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OQC C7UPARY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESET OFRULESEGOVERNINGSAPPEALS MAYNBE LAND CICKKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. O PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT O 1101EASTFIRSTSTREETSANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Eigimp PARED BY: My l(,', J s Florida, LLCwoodBhrdSuite124FL32748 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BY, 9074 P9 1258 (1P9s) CLERK'S : 2018016834 RECORDED 02/13/2018 10:59:03 AM RECORDING FEES $10.00 RECORDED BY hdevore Parcel ID Number. 17-20-31-502-0000- 0400 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pgs 23-102 Lot 4o Address: 391 S41t 1rY arsln oQ_ SQ n-,rd, F-l_ ?va'l'i 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 3OD76 Fee Simple Title Holder (If other than owns* Name, NA Address, CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Sulte 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Uenors Notloe as Provided In I Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless adifferentdateIsspecified) WAMMNG TO ON219M ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated In it are true to the t o wledge and belief. s Owners PM tad Nome Florida Statute 713.13(1i)(gy' The•oumer must sign are notice of canmencerremt and no ene else may be permitted to stpn in iris or her steed' State of FLCounty of )Ip— The foregoin instrumon was'acknowledged before me this day of Y by j Who Is personally known to me f rvmno person mddrp etAement t OR who has produced Identiftcatlon type of Identification produced: r =fitisu< , t-= Shayne Manger NOTARY PUBLIC r i` 1 `' STATE OF FLORIDAV"'VC Comm# GG113111 my Slprsture c114ti ' F,tAIT85 F21 /2021 1 L7 11 Lu J iu ,n I r j=e FEB 16 2016 ' aD C!r,> a-z' CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: ( F- o Documented Construction Value: S 2014-1 S. `'° Job Address: 39 +A Sa1*1y%a r z;V-N CioO Ar-&-6 r-A Historic District: Yes No Parcel ID: 17-20-31-502-0000- Or}00 Wyndham Preserve Lot i ro Residential ® Commercial Type of Work: New ® Addition Alteration 11 Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fay: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem g Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA Bonding Company: Address: ur, E-mail: sives@mulhemkulp.com Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: S° Edition (2014) Florida Building Code Revised: June 30, 2015 LA.) V l N 3 - 1 Permit Application C5 T) 30'Zj , 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 S. ature of Not ry-State of Flor*ayne an NOTARY PUBL t OFFLORIDA Comma GG1131• Xpires row 12021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building(a Electrical [>K]" Mechanical l" ' PlumbingRf Gas[]Roof Construction Type: Occupancy Use: R-3 Flood Zone: X-SCC K:':iArrfkD Total Sq Ft of Bldg: 1 (I:r:;- Min. Occupancy Load: l ( # of Stories: I qf6 New Construction: Electric - # of Amps (SO Plumbing - # of Fixtures t -7 Fire Sprinkler Permit: Yes No [T # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: r% IG 3 -1-76 t8 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 52. 5 °/o 1". IN12 Odyssey -U r GrR Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9F 3.23- t Revised: June 30, 2015 Permit Application FEB 16 2018 iBy. D: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g- L3a Documented Construction Value: S -1 O—(, 1 O Job Address: "op "7,*_'.)pirJk •A Historic District: Yes No Parcel ID: 17-20-31-502-0000- Otto 0 Wyndham Preserve Lot l}-o Residential® Commerciaf Type of Work: New ® Addition Alteration El Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person! Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangei@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: saves@mUlhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR, 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 tins 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 tbardate: 51b 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 Signature of Not -State of Flonware 411angubuft NOTARY PURL IUSTATEOFFLORIDACommt% GG113111 S/rye 9 I, 612'1 aw 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: - 8 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised:.June30,2015 ---Permit Application...— o 1877= City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3944 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0400 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) IFICI US 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# 18-907 Reviewed by: Michael Cash, CFM Date: March 1, 2018 P Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y FL18 7- ... Landscaping in Right -of -Way www.serftrftgev Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or ' sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, Walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbetoreywc14 1. Project Location/Address:4 'i{Y,faln-otPr> , a-l t 3 2. Proposed Activity: Q Driveway 3. Schedule of Work: Start Date M Walkway R Other. 4. Brief Description of Work: Construction Of New SFR Completion Date nEmergency Repairs This applicatiojl is submitted by: Property Signature: Print Name: 1 Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Date: -1a- Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrmittee shallremove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-d-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 Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequentiaq, 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. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: the above statement and by signing this application 1 agree to its terms. Date:—a+— 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. Official Use Only Fee: Date: Date: Date: Date: Date: 3 - l - Zo ls? Date: Nwemoer zV10 ROW Use DrhrewW.pdf LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 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): 6Y The specific nit and application for work located at: V-L' 3a:1 Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder.: STATE OF FLORIDA COUNTY OF Seminole The oing instrument was acknowledged before me this day of W 200 fo gby Robert Willets who is eersonally known to me or o who has produced as identification and who did (did not) take an oath. X 0- r shayne Mangy Signature 44 OTAR,f PUBLIC f DAEofFLORI Canm# GG1131111 Print or a name IIYCE ` 0 E fires 612 1202 Notary Public - State of _ Commission No. My Commission Expires: Rev. 08.12) REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: L.oa Project Name: Wyndham Preserve - Lot Project Address:3144 Z)a1N-M4rah Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . 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. Print Name of Owner/tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print ame of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # dtEerbroyk Print Name of El. Contractor Signature of El. Contractor EC . MW `1! D El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02110/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Descri tion 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELEC L PtERMITI i z iU:- Isk-1-a "- 3 . w: =. 'a=r' :NEW Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 RECORD COP)' FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 40 - 1412 UR Builder Name: Starlight Homes SUk Dz Street: 3944 Saltmarsh Loop Permit Office: Seminole County C City, State, Zip: Sanford , FL, 32773 Permit Number: # 6 _ 9 s4&" Owner: }grli7 nia Design Location: FL, Sanfo tf Jurisdiction: c` o RD r* County:: Sem n' (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1563.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 235.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1412.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1412.00 ft' 6. Conditioned floor area above grade (ft') 1412 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(153.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U-Factor: Dbl, U=0.34 105.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3,614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1412.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.108 Total Proposed Modified Loads: 47.55 PASSTotalBaselineLoads: 47.76 I hereby certify that the plans and specifications covered by Review of the plans and THE SrgT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance igr,.41P .s+ with the Florida Energy Code. y O PREPARED BY: constructiontinBeforeconstru is completed DATE: / - 19 -f 8 • this building will be inspected for cc ,., if a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy e. COp WL•1 V OWNER/ AGENT: BUILDING OFFICIAL - DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/ 19/2018 2:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 40 - 1412 UR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1412 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # I Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 40, Wyndham 3944 Sallmarsh Loop Seminole Sanford , FL. 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Inl Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1412 13131.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1412 13131.6 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 142 ft 0 1412 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitl Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1579 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1412 ft= N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft' 0.1 Wood 1/19/2018 2:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Oust To Wa"J.ype R-Value Et n Ft In A.Pa R-Valu or_Gcad 1 S Exterior Concrete Block - Int Insul Main 4.1 15 0 9 4 140.0 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 49 9 9 4 464.3 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 54 9 9 4 511.0 ft' 0 0 0.6 0 5 N Garage Frame - Wood Main 13 25 6 9 4 238.0 ft' 0 0 0.01 0 6 S Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 6 10 20.5 ft' 2 S Wood Main None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.58 0.25 N 48.0 ft' 9 ft 4 in 1 ft 0 in None None 2 S 6 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 4 E 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 1 421 ft' 421 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1532 84.11 158.17 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/19/2018 2:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 1 0.95 50-gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS V Supply — Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 282.4 ft Attic 70.6 ft' Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [ ]Jan Feb Mar Apr Ma X Jun Jul Aug Se Oct Nov Dec Venting (X] Jan JXJ Feb Mar C Apr May Jun Julri JXJ Aug Sep Jun Jul Aug Sep Oct Nov Dec[] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Healing (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 Healing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Healing System Run Time Cooling System Runtime Vent 45 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/2018 2:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3944 Saltmarsh Loop, 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: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood. Adjacent R=13.0 238.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1412.00 ft' 1412 b. N/A R= fl' Area c. N/A R= ft' 105.00 ft' 11. Ducts R ft' a. Sup: Attic. Ret: Attic, AH: Main 6 282.4 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 3.614 ft. 0.257 Insulation Area R=0.0 1412.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: „ y% yLLZ,ytA Date: ;_ L F ' Address of New Home: c.( S a4 .{ tn, L City/FL Zip: 3L,-rgc.;:c kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 2:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR'BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 40 - 1412 UR Builder Name: Starlight Homes Street: 3944 Sallmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with 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 subnoor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pinina and wifina- 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 sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sl3rink! cover Males and walls or ceilino a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 2:17 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 40 - 1412 UR Builder Name: Starlight Homes Street: 3944 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL . 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1412 sq.ft. Cond. Volume: 13132 cu ft. Envelope Leakage Test Results Regression Data: C 14 Single or Multi Point Test Data R: 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, (9). or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either 0 - 0411 STATFindividualsasdefinedinSectionp 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in A-- O Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of a the results of the test shall be signed by the third party conducting the test and provided to the code official. COD WE BUILDING OFFICIAL: DATE: 1/19/2018 2:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 40 - 1412 UR Street: 3944 Saltmarsh Loop City, State, Zip: Sanford , FL , 32773 Design Location: FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn-Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFIbi25(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 1412 House Duct Total Conditioned Floor Area) System Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: THE STg14pOw+ O 4.._...., AS 1/19/2018 2:17 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsofte Project Summary Enure House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@bnergyaircom Web: www.eriergyaircom For: Lot 40 - 1412 UR, Starlight Homes 3944 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 14087 Btuh Ducts 3603 Btuh Central vent (45 cfm) 1272 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18962 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Coolin Area (ftZ 1411 141 Volume ('ft3) 13125 13125 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 68 35 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.2 HSPF 28600 Btuh @ 47°FO 899 cfm 0.051 cfm/Btuh 0.50 in H2O Job: Starlight - Wyndham Pre... Date: 4/14/2017 By: Plan: 1401 S Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 13818 Btuh Ducts 5629 Btuh Central vent (45 cfm) 868 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swin multipplier Equipmen?sensible load 1.00 20315 Btuh Latent Cooling Equipment Load Sizing Structure 1836 Btuh Ducts 1094 Btuh Central vent (45 cfm) 1332 Btuh Outside air Equipment latent load 4262 Btuh Equipment Total Load (Sen+Lat) 24577 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan•19 14:15:39 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1AM ... Specinc\Wyndham PreservelLot 40 - 1412 UR.rup Calc = W$ Front Door faces S wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRennergenergyaircom Web: woN.energyair.com For: Lot 40 - 1412 LIR, Starlight Homes 3944 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Pre... Date: 4/14/2017 By: Plan: 1401 S Outdoor design DB: 92.6°F Sensible gain: 20315 Btuh Entering coil DB: 77.8°F Outdoor design WB: 75.9°F Latent gain: 4262 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 24577 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 99% of load Latent capacity: 6015 Btuh 141% of load Total capacity: 26119 Btuh 106% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18962 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 151 % of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 100% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018-Jan-19 14:15:39 wright:soft' Right-Suitee Universal 2017 17.0.28 RSU02534 Page 1 ACCK ... Specific\Wyndham PreservelLot 40 - 1412 UR.rup Calc - MJ8 Front Door faces: S Duct System Summary Job: Starlight - Wyndham Pre... wrightsoft• Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: wwa.energyair.com For: Lot 40 - 1412 UR, Starlight Homes 3944 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.202 / 0.078 in H2O 0.132 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.202 / 0.078 in H2O 0.132 in/100ft 899 cfm 212 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 FAWFDIN-KIT c 3192 102 148 0.138 8.0 OX 0 VIFX 26.6 120.0 st1 FAWDIN-KITA c 3192 102 148 0.249 7.0 Ox 0 VIFx 6.4 75.0 FAWDIN-KIT-KIU c 3192 102 148 0.245 7.0 Ox 0 VIFx 12.4 70.0 ba2 h 571 29 16 0.150 4.0 Ox 0 VIFx 20.3 115.0 st1 bed2 C 1618 60 75 0.243 6.0 Ox0 VIFx 8.1 75.0 bed3 c 1616 60 75 0.146 6.0 Ox0 VIFx 23.9 115.0 st1 cl2s-A h 775 39 20 0.138 4.0 Ox0 VIFx 31.9 115.0 st1 low h 2227 113 68 0.132 7.0 Ox0 VIFx 37.8 115.0 st1 faun -A c 998 17 46 0.140 4.0 Ox 0 VIFx 29.6 115.0 st1 m bath h 1842 94 43 0.239 6.0 Ox 0 VIFx 9.7 75.0 m bed h 2826 144 93 0.250 7.0 Ox 0 VIFx 6.0 75.0 vAc h 729 37 20 0.280 4.0 Ox 0 VIFx 2.3 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 360 372 0.132 474 12.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden 2018-Jan-19 14:15:39 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCK ... Specific\Wyndham Preserve\Lot 40 - 1412 UR.rup Calc = NU8 Front Door faces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox0 899 899 58.8 0.132 644 16.0 Ox 0 VIFx wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 CZK ... Speclfic\Wyndham Preserve\Lot 40 - 1412 UR.rup Cale - W8 Front Door faces: S 2018-Jan-19 14:15:39 Page 2 m bed 12x6 144 dm 16" 12x6 148dm\a Level 1 m bath P VTR O 10x6 94 dm U lower pantry ni 2 wic ceiing to 8' 37 37 dm E; 04VTR 45 CFM 10x6 7 " 12 " 75 dmbed2 12 x•6 14 x 6148dm 8 x 4 ba2 29 dm 24x18 FAM-DIN-KIT 899 dm PVTR 7 4" 8 14 x 6 6" 10x6 2 x 8 W 75dm 148 dm ER-, bed3 8x4 gx4 faun 46 cfm 39 dm 12 x 6 ct cl3 113 dm VVTR foyer FCAHUONMETALSTAND 2.5 TON 240V/ 5KW HP garage Job #: Starlight - Wyndham Preserve Performed for: Lot 40 - 1412 UR 3944 Saltmarsh Loop Sanford, FL 32773 RA SA AHU Closet AHU Stand Energy Air, Inc Scale: 1/8" = 1'0" Page 1 5401 Energy Air, Ct RightSuiteOUniversal 2017 Orlando, FL 32810 17. 0.28 RSU02534 2018- Jan-19 14:15:48 Phone: 407-886-3729 ...am Preserve\Lot 40 -1412 UR.rup www. energyair.com GRenner@>energyair.com RA L4 j q 12. me&t WYNDHAM PRESERVE - LOT 40DIMENSIONNOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' vPCPJ LOT 39 rrr -roof tqui meni LiEGISND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed riuveninea BFP-Backffow Preventer Si ht Distance Easement 9S - Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L-Florida Power & Light P - Plat FFE-Finish Floor Elevation D.. Deed Book U -Water Meter O. R.-Official Records Book 04-Water Valve P. B.-Plat Book Cr-Fire Hydrant Pg.- Page ROM -Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Volvo Conc. - Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk El -Electric Box FFE - Finished Floor Elevation 0 -Utility Pole CI - Curb Inlet Guy Pole GTI - Grote Top Inlet Light Pole P. U.E.-Public Utility Easement Cr—-GuyAnchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF - Square Feet DWo -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL & DISK Kolon Nail XVDC- Irrigation Control Valve a - Sign P.K.-Porker SIR - Set 1/2' Iron Rod LB7768 WD4-Gate Water Valve SPKD- Set P.K. & Disk LB7768 Gas Meter FIR - Found 1/2' Iron Rod LB7768 1 -Existing Grade F1P- Found 1/2* Iron Pipe L87765 CI -Blow -off Volvo FPKD- Found P.K. Nail & Disk 187768 `^b-Drainage Flow Direction FCM- Found 4'x4" Concrete Proposed Design Grade Monument PRM L97778 Note: Some items in above leaen As- Built/Existin Grod@@ may not be applicable) 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. PLOT PLAN c v N WYNDHAM PRESERVE' 3 II LOT 40 d o = PB 81, PG 93) a H a w SALTMARSH LOOP v o 50' RIGHT—OF—WAY 0 PRIVATE ROAD) m ri) ASPHALT PAVEMENT w 5 89'40'51" W 555.98' U CENTERNEo, z co2' CONC PCP o "a CURB 1 m 0 SEDGE OF PAVEMENT p O 1 PROPOSED PROPOSED 5' 9 APRON ONC SIDEWALK N89' 40'51 "E R O 4Q 00' unLi1TYGa EMENT (P) D rn N o 16. 00, 13. 5, 21. 0 POP IS -90? z o ui ; rn 9PORCH5. 5' aW Ok to construct single family home pwith setbacks and impervious area PROPOSED p shown on plan. 52, 5 O/o inn 1 STORY RESIDENCE p 1(-112 Ody Ss y - v I CxR ` 61412ODYESSEYELEVATION - U GARAGE - RIGHT LOT 41 FFE= 29.4 Q BUILDING LAYOUT NOTE: Q Contractor and owner are to verify all setbacks, building dimensions, and layout 8. 0 shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. G oroi ; Failure to do so will be at users sole risk. PAD LOT 40 AREA = o f 4,680 S.F. t limm S89' 40 51 LOT 46 SURVEYOR' S NOTES: 1. Current• title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot pion. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE. City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) P q 'ur, gNLY Q1 r ermittiiig,ONLY) LOT AREA CALCULATIONS LOT = 4,680 SQ.FT. LIVING AREA= 1,412 SQ.FT. GARAGE = 421 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO 75 SQ.FT. WALKWAY = 88 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 47.5 X SOD = 2,224 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1,000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK 200 SQ.FT. SOD = 126 $Q.FT. TOTAL AREA AREA 5.680 SQ.FT. DRIVEWAY = 516 SQ.FT. SIDEWALK = 288 SQ.FT. SOD = 2,350 SQ.FT. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone " r DESCRIPTION: LOT 40, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77M GeoPoint Surveying, Inc. Wfhes D.—Ley'i0i" ORMA PROFESSIONAL"St)t3VEY0R & MAPPER NO. 1S6915 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Drown: MTP I Checked: JDL I P.C.: Data File:11rismEad-Plot Date; 1/22/18 Dwg:Iir=wfAA-W40 Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. i Field Bk: RECORD COPY PJLLMr=RfW CELECTRIC Starlight Homes 1412 LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C1(3) - (4)1 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 10.17 KVA TOTAL LOAD FOR COMPRESOR @ 100% 4.50 KVA TOTAL LOAD FOR AIR HANDLER C3u 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS INEC2014-220.82(B)(Il-(41) LIGHTING 1412 Sq Ft @ 3VA/Sq. Ft 4.24 KVA KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS DING 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER SA NFpVkV 1 4.5 WATER HEATER (1) FPAR 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) # 1 8- 9 0 7 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 9.89 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(Bl) 19.89 KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A1l 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AiIN1PS Tgy,pical411%Arf ojElectrical';piogr.am 41+50. A;Tp Main. RECORD COPY Typical 150 Arnp I iterior Panel 1 8 - 9 0 7 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode I t>.Ilo 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: WP0040 - WP0040 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0040 Model: 1412 Tampa, FL 33610 4115 Lot/Block: 40 Subdivision: Wyndham Preserve Address: City: Sanford State: Flordia 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: FBC2017frP12014 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 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. I Seal# I Truss Name I Date 1 IT12963658JAl 1/15/18 118 1 T12963675 1 HJ5 1/15/18 12 1 T1 2963659 1 All G 1 1/15/18 119 I T12963676 I HJ7 1 1/15/18 1 13 I T12963660 I A2 1 1/15/18 120 1 T1 2963677 1 M1 1 1/15/18 1 4 IT12963661IA3 1/15/18 121 1 T12963678 1 M1G 1/15/18 5 IT12963662IA4 1/15/18 122 IT12963679IV4 1/15/18 6 IT12963663IA5 1/15/18 23 IT12963680IV6 5/18 7 T12963664 1 A6 1/15/18 I 1 1 1 g- SANFORD 9 0 7` 8 T12963665 A7 1/15/18 19 IT12963666IA8 1/15/18 110 IT129636671A9 11/15/18111T129636681B1GE11/15/18gRT` 112 T129636691 B2 1 1/15/18 13 T12963670 B3 1/15/18 14 T12963671 1 CJ1 1 1/15/18 15 1 T12963672 1 CJ3 1/15/18 16 1 T12963673 1 CJ5 1/15/18 117 IT12963674 1 EJ7 1 1/15/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O . • q2,, NSF• : 39380 E OF A' OR t O p' N_% T/0NAl E %%%% Thomas A. Alban) PE No.39380 Mrfek USA, Inc. R Can 6634 6904 Parks East 11hrd. Tampa R 33610 Date: January 15,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply T12983658 W P0040 Al Common 1 1I IWP0040IJobReference o Gonal tivllGers Flrsibource, I ampa, mam filly, Norma 44-5bu a.isv s zmp 10 ev1 i MI I UK InOv51F105, Irx:. mvn den 17 19As;W eV la rube r 1D;N9BezlUtzDU53XpKKwxzFz4lTl•u1aZu7FQB8KfbR6wY2dGRVY4pOgRKT7193LuVizv4lu rt•a0f 8.0-11 14.6.0 I 20-11.5 29•0.0 3ao•Q 1 •a0 8-0.11 6-5.5 6-5.5 8•0-11 1 •a0 Scale a 1:50.5 5.00 12 06 1.5x8 STP= 30 = 30 = 30 = 1.54 STP= 06 = 4x6 = j LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Verl(LL) -0.27 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Ven(CT) -0.58 2-12 >584 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 8 rVa n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 126 lb FT = 2016 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 20 SP No.l BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0-8-0, 8=1120/0.8.0 Max Harz 2=-90(LC 17) Max Uplift 2=-302(LC 12), 8- 302(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2014/1602, 3-5=-1769/1502, 5-7=-1769/1502, 7.8- 2014/1602 BOT CHORD 2-12=-1339/1795, ta12=-743/1229, 8-10=-1345/1795 WEBS 5-10=-474/622, 7.10=-402/563, 5.12=-474/622, 3.12= 402/563 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.0ps1; h=1511; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Comei(3) -1.0.0 to 5-0-0, Exterlor(2) 5.0-0 to 14-6.0, Coiner(3)14-6-0 to 20.6.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=302, 8=302. Q WARNNG • Verify dodyn parametm and READ NOTES ON THIS AND WCLUDEO 41REK REFERANCE PAGE 6167473 rev. 1000M/S BEFORE USE Design valid fa use only with NlltoM connectors. Ihis desks Is based only upon pwamelers shown. and Is Ioi an Whol ti l btAc*V component, not a Ouss syslem. Belole tau. tho txscblp dosigm meal Verily the aprxlGal7111y of design paaneters and poperly bicoW"ato Bih doslpn into the overall building design. 9aehg Indicated Is to bucUl ng of Indk4 ual Inns web and/or chord members only. Addtllor" lempaary and permanent txaeblg MiTek' prevent Is always re%ked for sW Wity and to pevent collapse Whh possible lxmorx! "" and polxeAy damage. For penelal gsidvlee rogaeAp the 6904 Pork* East Blvd. kitxkatlon. stacsge, delivery. oreetlon and Ixoeblg of trusses and trim syslems, seeANSVIPI l Qualify Crilelo, DSB-89 and BCSI Building Component Tisupo. FL 33610SafetyinlamotlonavailablehornInnsPalobnstiMe. 218 N. lee Shool• Su1to 312. Alexaxfria. VA 22314. Job Truss Truss Type Oty Ply P0040T12983659 WP0040 AlG Hip Girder 1 1bJ`0 Retereroe o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi t ex industries. inc. Mon don i 5 14:63:27 zero rage 1 ID:N9BeziUlzDp53XpKKwxzFz41T1-g2iKJpGgjlaNgkGJITIkWwdTICMToseycNq?Zazv4ls rt •0 0 4.3 11 7.0 0 11.8.7 i 16 3.1 T 20 8.0 22.0 01 24•&5 1 2!i 0 0 r1.0 0' 4.3.11 2-8r5 ' 4.8.7 4.6 11 4.4.15 1-4.0 2-8-5 4311 5.00 12 Sx8 = 2x4 II Sx8 = Sx8 = 4 19 20 S 21 22 623 24 25 7 Scale = 1:51.5 l6 1.Sx8STP= la rr 26 27 - 28 29 15'" 30 31 13 " 1.54STP= 3x6 = 20 II 30 = 5x8 = 30 = 1.6x8 STP= 20 11 30 = 2x4 11 6x8 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.10 16.17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(CT) 0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 13 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc puffins. 4-7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.4.4 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpi 6.13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1249/0.8-0, 13=3241/0.8.0, 9-162/0.8-0 Max Horz 2=46(LC 32) Max Uplift 2=420(LC 8), 13=-1082(LC 4), 9=-347(LC 19) Max Grav 2=1257(LC 19), 13=3241(LC 1), 9=171(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2497/826, 3-4=-2330/821, 4-5=-2100/763, 5-6=-2099/763, 6.7=-508/1648, 7-8=-336/1214, 8.9=-317/1014 BOT CHORD 2-18=-742/2225, 17-18— 7422225, 16.17-687/2155, 14-16=-266/877, 13-14=-266/877, 12-13-1068/376, 11-12-911/327, 9.11-911/327 WEBS 4-17=-85/559,7-13=-1411/553,7-12=-105/364, B-12=-347/127, 6.13=-2987/1043, 6.14=0/381, 5-16=-511/317, 6-16=-476/1474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; End., GCpI=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will 8t between the bottom chord and any other members. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except awb) 2=420, 13=1082, 9=347. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0.0, 105 lb down and 107 lb up at 9.0.12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 Ib up at 14-6.0, 105 lb down and 107 lb up at 15.11-4, 105 Ib down and 1071b up at 17-11-4, and 105 lb down and 107 lb up at 19-11-4, and 200 lb down and 202 lb up at 22-0.0 on top chord, and 320 lb down and 109 lb up at 7.0-0, 81 lb down at 9-0.12, 81 Ib down al 11-0.12, 81 Ib down at 13-0-12, 81 Ib down el 14.6.0, 81 Ib down at 15.11-4, 81 Ib down ai 17-11-4, and 61 Ib down at 19.11-4, and 3201b down and 1091b up at 21.11-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 0 WARNWO • Vorlry doo fin panmorem and READ NOTES ON TNIS AND WCLUDED uriEK REFERANCE PAGE A07073 m. 1610141a1S BEFORE USE Design valid for use only wllh Mllek®connoclors. R* design Is based orgy upon paanelen shown. and Is for an individual I. Adkrg component. not o Dtm system. 11eloro use. Ow IxAd ing deagnot mtal verily llre ctppllcalJOty of dvslgn Ixranelers ad lropeily lncorporolo fhb design Drto tho oveicAl building design. Brachg px8colod Is to Prevent budding of WWxlual burs web ad/a chord members; only. Addllonal lemlwrmy and permanent bracing WOW Is clwow ie%rhed fof stability and to rxovent cdigsso with rwssue rwrsond"aid Iropeny dandge. For general gtgdanco rowding the falrleatlon, storage. d oflvory. erection and brocl ng of Inman cxxf truss systems soaANSVTPI I Quality Cdlredo, DS8-89 and SCSI Wilding Componersl 6904 Parks East Blvd. sofNy, Irrfarmcticn ovdlablo Dom Truss Plato Dnsttlule. 218 N. lee Strool. Sulle 312. Alexadrim VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12963659 W POD40 A1G Hip Girder 1 1I IWP0040JobReference (optional) BU110erS Flrstbouree, Tempe, Fiani Gity, Florioa 33566 0'14V 5 aep 10 ZV I r MI I eR mausUles, In[;. MVn 06" 10 rq:W:cr zV ro rage c 1 D:N9 Bezj UttDjj53XpKKwxzFZ41Tl-g2iKJpGgjlaNgkGJITIkW wdTtCMToseyc Ng7Zazv41 s LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4_ 54, 4.7-54, 7-10-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-153(F) 7=-153(F) 15=-58(F) 17=-320(F) 12=-320(F) 19— 105(F) 20=-105(F) 21=-105(F) 22-105(F) 23=-105(F) 24=-105(F) 25— 105(F) 26=-58(F) 27=-58(F)28=-58(F) 29=-58(F)30=-58(F)31=-58(F) Q WARNING- Verily da gn parameters and READ NOTES ON TKIS AND INCLUDED MITEK REFERANCE PAGE 1111111,7473 rev. 10032016 BEFORE USE Daslgn valid fa use only with Ntllek®connectots. TW dedgn Is Ixaed only upon txaameters shown. and b rot an Individual bolding component. not a Ina3 sysfeen. Bolao too, the tx&9rtg designot mtat verify the af)OIcablity of de sign txnanwlers and properly incorporate fhb design Into the overall Bating Indicated b to bucMV of Individual trim web and/a chard mwnben orgy. Additional temlxxay and permanent bracing M iTek' building design. piovent b always recalled for stabBlty and to Ixevent coucipse wAlh pon"a personal Idtay and lxoperty damage. tot general guidance rogardfrtg the 6904 Parks Eat Blvd. fahxkatim slorago. delivery. erection and txocing of trusses and tnm systems. umANSU1Pi1 Quality Criteria. DSB-89 and BCSI Building Component Tornpo. FL 336110SafetyInformationavallabiefromfromPlatoInstitute. 218 N. Lee Street. Stlte 312, Alexandriaa, VA 22314, Job Truss Truss Type Oty Ply WP0040 T12983660 W P0040 A2 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 0.130 s Sep 15 2017 Mrrex Industries, Inc. Mon Jan 15 14:53:28 208 rage 1 ID:N9BeziUtzDp53XpKKwxzFz4lTt-I EGiX9HJU3iESurVDBAz38AiOch9X116r 1 aY60zv4lr rl PO 5 8.11 9.0- f 14.6.0 f 2P0 0 I 23.3.5 29-0.0 3PPQ 1-PO 5 8.11 3.3-5 r 5 60 5 8.0 3 35 5 8 11 1 •PO 4x6 = 3x8 = 4x6 = Scale = 1:51.5 raxearr= _ - 3x8 = Zsr4 II ° 1.Sx8 STP= 3x8 = 3X9 = F. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CS1. TC 0.51 BC 0.82 W B 0.73 Malrix-SH DEFL. In Ven(LL) -0.16 Vert(CT) -0.34 Horz(CT) 0.05 loc) Well Ud 2.14 >999 240 2-14 >724 180 8 We n/a PLATES GRIP MT20 244/190 Weight: 138lb FT = 209% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10.12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=886/0-8.0, 8=524/0.8-0, 10=830/0-8-0 Max Harz 2=-58(LC 13) Max Uplift 2=-248(LC 8), 8-182(LC 9). 10- 164(LC 8) FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1531/1110, 3-4=-1285/904, 4-5=-1156/866, 5-6=-411/461, 6.7-487/471, 7-8=-739/674 BOT CHORD 2-14=•944/1362, 13-14-629/1137, 11.13-629/1137, 10.11=-447/620, 8-10=-447/620 WEBS 3.14=-262/399, 4-14=-182/297, 5-11-903/542, 7.11=.253/393 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0.0, Extedor(2) 5-0.0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent With any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas Where a rectangle 3-6-0 tall by 2.0-0 Wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=248, 8=182, 10=164. WARNING • Vadly dedpn aramet. and READ NOTES ON 1NL9 ANDWCLUDEO 4BrEK REFERANCE PAGE M67473 rev. IGM302016 BEFORE USE Design valid for use only vAth Milek9 connaclors. Ihh design b bosod only ul»n P:iranelers dwwn, and E la an Rxllvldrscl txNURlg component. not a Rua system. Before use. the txNdrsg designer mint verity the alsnllcatAlN of design pescaneters and property IncorPoiale 0s6 design into the overall btNting design. Racing Indicated b to prevent buckling of Rx9vlaxl Iruss web and/or chard members only. Additional tamperary andperrrxusent bracing MOW is always reed fa stalAtty asr,4 to prevent collapao vAlh possible personal br*lFy and property damage. Fa general gtJdasce regadng the fabrlcallom storage. deilvery, erection arxl trocbV of busses and Iris srstorns. seeANSVIPi1 Crraafy Criteria. DSB-09 and BCSI Buildbry Component 6904 Parke Eels 8W. Solely Information avdlable Rom Irus Plato ImIltule. 218 N. Lee SRMfI. Su1to 312, Alexan dkx VA 22314. Tarrps. FL 33610 Job Truss Truss Type Ory Ply IWP0040 T12983661 W POO40 A3 Hip 1 1 Job Reference o Gorial Builders FuslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 14:53:30 2018 Page 1 ID:N9BeziUtzDD53XpKKwxzFz4lTf•EdNSxrJZOgyxhC_uLcDRSZFzGPOO?KAPJL3fAvzv4lp rt•0.0 6 6.5 11.0.0 18.0 0 22.5.11 I 29.0.0 0.0•Q i1.0.OT 66.5 4.5 11 7.0.0 4-5-tl 6 65 1- 5x8 = 4x6 = Scale = 1:51.5 1.5x8 STP = 13 1 z IV IF 1.Sx8 STP = 3x8 = 2x4 II 30 = 30 - 3x8 = 20 II US = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0,12 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.26 10.12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 7 rt/a rt/a BCDL 10.0 Code FBC2017/1•PI2014 Malrix•SH Weight: 139 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied of 4.11.14 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0-8.0, 7=1120/0-8-0 Max Horz 2=70(LC 12) Max Uplift 2=-279(LC 12), 7- 279(LC 13) FORCES. (lb) -Max. Comp./Max Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-2136/1387, 3.4=-1701/1133, 4-5=-1535/1089, 5-6=-1702/1133, 6-7= 2135 1388 BOT CHORD 2-13=-1181/1892, 12.13=-1181/1892, 10.12-793/1535, 9.10=-1088/1892, 7-9=-1088/1892 WEBS 3-12=-435/459, 4-12=-193/392, 5-10=-181/392, 6.10=-435/460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MIN FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 30-0-0 zone; cantilever loll and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncortcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at joint(s) except gt=lb) 2=279, 7=279. Q WARNING • Vedly depen pwnrrat and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M9&7473 rev. IIlOMIS BEFORE USE Deslpn valkl for use only vAlh MI lek6 conneclows. IIYS d E posed orgy upon parameters shown. and Is fa an individual txetllnp component. not a hum system. Belae use. the txlkkV dosignei must verily the applicability of design parameters and lxoperly heonxxale, "design Into the overall txOdng design. 9achg Indicated Is to prevent buckling of tndWJtral hues web and/oi chord members orgy. Additional lemtxxary and permanent txachg WOW Is always iegUted tow statAlty and to povent collapse vAlh pos de personal trlpry and property darnage. For genial gukkme rogardng the IaMlcatkxl, slorago. delivery. erection and txacing of trusses and truss sysloinz weANSI/IPI I Cwply Criteria. 0$5-89 and BCSI Sul" C0111panenl 6904 Parke East Blvd. Safety Information avallalAe horn buss Plato Institute. 218 N. tat Sheet. Salle 312. Alexancift VA 22314. Tmipis. FL 33610 Job Truss Truss Type Ory Ply WPOO40 T12983662 WPOO40 A4 Hip 1 1 C.... Job Reference (optional) 1t: -I .-- In. .1.:Inn Min Inn 1G 14 K-2'21 9n10 pnna 1oawemfu.SiSoutvu, I emQa, Ptdrlt Vlty, rvori a J4. w v.,.sv a -y ,. -, ..... an ,,,,.,.a,.. v ••w. ...v.. r.... .v .. ..a. ID:N9BezIUlzDjj53XpKKw xzFz41Tf•ipxr9BJBn 4oJMZ4uJkghmo7dpkOkisYX__oDiLzv4lo t-0 01 7.7.12 13.0 0 I 18.0.0 27.4.4 t 29.0.0 (30-g t•0.0 7.7.12 5 4.4 3 0 0 5 4.4 7.7.12 1-0-0 Sole = 1:51.5 Sx8 = 4x6 = 4 5 1.54STP= I I IV a 1.54STP= 4x6 = 20 II 3x4 = Sx8 = 2x4 II 4x6 = 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 FBC2017/TP12014 CSI. TC 0,83 BC 0.72 WB 0.47 Malrix-SH DEFL. in Vert(LL) 0.15 Verl(CT) -0.24 Horz(CT) 0.08 loc) Well Ud 2-12 >999 240 2-12 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.11.4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8.15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb(size) 2=1120/0-8-0, 7=1120/0.8-0 Max Horz 2=81(LC 12) Max Uplift 2=-293(LC 12), 7-293(LC 13) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3- 2099/1363, 3-4=-1519/1D45, 4-5=-1349/1010, 5-6=-1519/1044, 6-7-2098/1363 BOT CHORD 2-12-1143/1854, 11.12-1143/1854, 10.11-662/1347, 9-10=-1055/1854, 7.9-105511854 WEBS 3-12=-1/294, 3-11-608/565, 4.11=-249/367, 5-10=-243/368, 6-10=-607/565, 6.9=-1/293 NOTES- 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. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exlerlor(2) 5.O-0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=293, 7=293. WARNOVG • vedly design pawmeten end READ NOTES ON TM AND INCLUDED MlTEK REFERANCE PAGE N67473 rev. 100=015 BEFORE USE Design valid fa use only with Mllek®caxnectors. Thisdeny is based only upon paaneters stwwn. and Is tot an Individual building component. not a Was system. Bol000 tao. the btAdI ng deslg wt mull vedly the applkcbliry of dosig n Ixaarwters and psoperty hconpaato this design into the ovotall btOdng doslgn. Macho Indicated Is to rrevenl budding of IndNkluol truss web and/or chard mambers ady. Additional lermpo"xy and permanent txac ng WOW Is always oecoed for s1ab01ly and to prevent cdlaixe wlih possible personal kW and txoperty damage. too general guidance tegadng Ono kixlcollm storage. del". erection and btacbng of 1russos and truss systems soe/WSVMI Quality Criteria, D39-59 and SCSI Building Component 6904 Parke East Blvd. Solely INormotbn avallal)le hem truss Plate bnsliMe. 218 N. Lee Sheet. Suite 312. AlexcpKkk . VA 22314. Tarrpo. FL 336f 0 Job Truss Truss Type City Ply WPOO40 T12963663 W POO40 A5 Common 16 1 Job Reference (optional) I Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:32 2018 Page 1 ID:N9BeziUtzDi53XpKKwxzFz41Tf-B4VDM W KpYHCIxVBHS t FvD_KH2D34T9shmeYmFozv4ln 1 •ao8•0-11 14.60 20.11.5 2a.0.0 30 0- Q 1. 0.0, 8-0-11 ! 6.5-5 6.5.5 8•0-11 '1•a0' 5. 00 f 12 4x6 = Scale = 1:50.5 1. Sx8 STP = 3x4 = 3x4 = 3x4 = 1. 5x8 STP = 44 = US = LOADING ( psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.92 BC 0.75 WB 0.48 Matrix- SH DEFL. in Vert( LL) -0.27 Ved( CT) -0.58 Horz( CT) 0.07 Qoc) Well Ud B- 10 >999 240 8- 10 >584 180 8 Na n1a PLATES GRIP MT20 244/190 Weight: 126lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.1.2 oc bracing. WEBS 20 SP No.3 REACTIONS. Qb/size) 8=1120/0.8-0, 2=1120/0-8-0 Max Horz 2=-90(LC 13) Max Uplift 8=-302(LC 13), 2=-302(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2.3- 2014/1602, 3.5=-1769/1502, 5-7=•1770/1502, 7-8_ 2014/1602 BOT CHORD 2.12- 1339/1795, 10-12=-743/1229, 8-10=-1345/1795 WEBS 5-10=-474/622, 7-10=-402/563. 5.12- 474/622, 3-12=-402/563 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=151t; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C•C Comer(3) -1-0.0 to 5-0-0, Exterlor(2) 5.0.0 to 14-6-0, Comer(3) 14-6-0 to 2D-6-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom 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 I t between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 8= 302, 2=302. A WARNING- Varly design Pwarnetere and READ NOTES ON TM AND INCLUDED MI FK REFERANCE PAGE Na•7073 rev. 16WOet S BEFORE USE Design valid low use only with Mllek®Coruleatows. M desgn Is teed only urrxn rxxomotcrs 9wwn, and b for an 1ndlvkkxA txddbng cornponcnt. not o Dtrss systum. Bofors o use. Ihu IxBeling clesignoi mtal verify Ifw a pplk:aWlty of design pm nioton and poperly heorporoto thisdesgn Into the overall btAUng dosIgn. Bracing lrWkated is to buckting of Individual truss web a n din chard mrnnbeis only. Addikxwt lemporaay un d pormautenl lxacbt0 MiTek' prevent Isalways iegtlred for statAlly aril to povent colktlrso wBh possNle ponorxl"and property damage. For genord gtldanee regucling the 6004 Parks East Blvd. k"Icallmstorage. delivery. woction and brachtg of trusses aril truss systems, sovANSI/1PI I C My Cilleab, DSB-89 and BCSI Building Component Tampa. FL 33610 Salley InfoimotlonovallabieDomIn= Rate blslitute. 218 N. lee Street. Saito 312. Pdexand4O. VA 22314. Job Truss Truss Type Oty Ply WP0040 Tf2983664 WPOO40 A6 Hip 1 1 Job Reference (optional) Builders FIrS15oUrCe, Tampa. Plant Glly, Fiance 33566 8.13U S Sep 10 ZVI N MIIeK Inausuies, Inc. Men Jan 15 14:bi j4 ZUIa rage 1 ID: N9BezIUtzDp53XpKKwxzFz4lTt-IC3basLRJbKW Yf)TOkmSmBIVSdQkCdiRIHJnEzv4lm r1-0.0 7-0.10 12-6.8 16.5-8 21.11.6 29.0.0 30.0-Q r1.0. 0 7.0.10 a 5.5 14 T 311-0 1 5.5.14 7.0.10 1ao Sx8 = 4x6 = Scale a 1:51 5 1g 1.Sx8 STP= " r - 1.Sx8 STP= 4x6 = 2x4 II 3x4 = 3x4 = 20 11 4x6 = 3x8 = 7.0.10 12.6E 16.5.E 21.11.6 29.0.0 7.0.10 + 5.5.1-4 1 311.0 5.5.14 1 7.0.10 Plate Offsels (X.Y)-- 14:0-5.12.0.2-81.111:0-1-12.0-1-81 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.13 2-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ved(CT) -0.21 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/f P12014 Matrix-SH Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3.14 Oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.10.11 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1120/0.8.0, 7=1120/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=-290(LC 12), 7=-290(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 2128/1386, 3-4=-1563/1060, 4.5-1391/1029, 5.6- 1564/1060, 6.7=-2128/1386 BOT CHORD 2-13=-1174/1885, 12-13=-1174/1885, 10-12=-693/1390, 9-10=-1081/1885, 7-9-1081/1885 WEBS 3.13=0/276, 3.12- 579/551, 4-12-223/365, 5-10=-214/366, 6.10=-578/551, 6-9=0/275 NOTES- 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.Opst; h=15111; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Exterior(2) 5-0-0 to 30.0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 13 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-0.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=290, 7=290. Q WARNING . Vwlr7 des/pn parameters and READ NOTES ON TKIS AND WCLUDEO NWEK REFERANCE PAGE ME67473 rev. iOMW IS BEFORE USE Design valid foe use only with NIek® connoclors. R& design Is based only upon mamefors shown. and Is for an IndNIUxA tAAdktg component, not a Dtra system. Before use. the txAdng designer mtnl verify the oWical1111y of design pwo neters and peoporly incorporate this design into he overall building design. Bracing IrxACated Is to buckling or IndMdual truss web and/or chord members only Additional temporary and permw,ant backlg WOWprevent is always requited fa sk "Ity and to prevent collapse with possBtle personal klkay and property danage. far general guidance eegadng Vto 6904 Parke East Blvd. tabilcaflom storage• delivery. erection and bracing of trussm and truss systemz seeANSt/TPI I Quality Criteria, DSB-89 and SCSI Buung Component Tenve. FL 33610SafetyInformationavallahleDombussRatebutitule. 218 N. toe Street. State 312, Alesand4a VA 22314. Job Truss Truss Type Oty Ply WPOD40 T12963665 WP0040 A7 Hip 1 1 Job Reference (optional) I7Ulraers hrrslbource, 1 ampa, vient .;try. morla8 33bbs a.l Jv 6 beg lb Zvl I M11 eK rnau61r1es, Inc. Mon Jan l b 14:bJ:Jb eviv rage 7 ID:N9BeziUtzDb53XpKKwxzFz4lTf-baBL7YNIgCaEortr79ocrcygfO76geo8ScmOs7zv4lk t•0.01 5.11.3 } 10-6.8 18.5.8 I 23.0.13 29.0.0 f100.Q 1.00 5.11.3 4.7.5 7.11.0 4.7.5 5.11.3 1.0.01 Sx8 = 4x6 = Scale = 1:51.5 1.54 STP= 1J 1z 1v a 1.Sx8 STP= 3x8 = 2x4 II 3x4 = 30 = 3x8 = 2x4 11 3x8 = 5.11.3 10.6 8 18.5.8 23 0.13 29.0-0 r 5. J, 1 4.7.5 1 7.11.0 4.7.5 5.11.3 Plate Offsets (X.Y)-- 12:0.42.0-1-e1,14:0.5.12.0.2.81.17:0.4-2.0-1-81 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Ven(CT) -0.30 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.08 7 rlla n/a BCDL 10.0 Code FBC2017/TP12014 Maulx-SH Weight: 139 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 'Except' 4.5: 20 SP No.1 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0.8.0, 7=1120/0-8.0 Max Horn 2=-67(LC 17) Max Uplift 2= 279(LC 8), 7=-279(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5.0.14 oc bracing. WEBS 1 Row atmidpi 4.10 FORCES. (Ib) - Max. Comp./Max. Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2156/1408, 3.4_ 175111150, 4-5=-1585/1111, 5.6=-1752/1150, 6.7_ 2155/1408 BOT CHORD 2.13=-1209/1913, 12-13- 1209/1913, 10-12=-826/1584, 9.10=-111611913, 7-9_ 1116/1913 WEBS 3-12=-391/439,4-12=-162/396, 5.1D=-149/396,6-10=-390/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extenor(2) 5-0.0 to 30.0.0 zone; cantilever left and right exposed end vertical loll and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=279, 7=279. Q WARNING . VwB7 deden P&rWrW n end READ NOTES ON THIS AM INCLUDED WTEK REFERANCE PACE A07473 rev. 1041302016 BEFORE USE Design valid for use orty with Nillek®conrmlaA IlIls design Is based only upon paarnelers #%own. and is for an Wilvkhral LYAdbng component. not a bus syslem. Before too. the txbdkng designer must verify the apolcaUYlly or dougn parameters and poperly Inconlaato thb design Into the overall brAding design. Bocing Indicated b to prevent bucMtrng or I dvidu l truss web and/or chord members orb/. Additional lomfxrrny and Immanent txacbng WOW is always reclnlred for sIdAllty acl to Irovent cdlarm wtlh p ossanle personal k*jy and property darnage. for Dowd guidance regarding the latxlcallort, storage. delivery. erection and brockV of Irises and frus3 sysrerns. saaANSVfPI I Quality Critedo, OSS-49 and SCSI Building Component 6004 Parke East BArd. Safety information ovrDallle born bus Rote krAlute. 218 N. lee Street. Sulte 312. AlexaxItla. VA 22314. Ton". FL 33610 Job Truss Truss Type I ury Vly wrvvgv T12983888 W POO40 1A8 I Root Special 1 1 s FirstSource. Tampa, Plant City, Florida 33566 9.13U s sep l b Zv1 / Will I eK mouslnes, Inc. mon don to 14:aoso zee o r-age ID:N9BeziUtzDp53XpKKwxzFz4lTf•3nkkCuNKbWi5P7S2hsJrOgVyAgOOPzpHhGW OZZV4q 1.04 3.6.3 f 10.6.0 20.5.8 1 310.6 t 29.0.0 30.0-q 3.6.3 6.11.1 I1, 8 8.0 244 5.1.10 1.0.0 4x6 = 502 = 08 = Scale = 1:52.4 T' c _ 1.Sxe STP1Sx8SP= = 3x6 3x4 = 4x6 = 3x6 — 34 = 34 = LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grlp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.97 BC 0.79 WB 0.49 Matrix-SH DEFL. In (loc) I/dell Lid Vert(LL) 0.17 12 >999 240 Vert(CT) -0.29 10.12 >999 180 Horz(CT) 0.09 8 We rVa PLATES GRIP MT20 2441190 Weight: 141 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5.6: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.6-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 5-10 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1120/0-8-0, 8=1120/0-8-0 Max Horz 2=-67(LC 13) Max Uplift 2=-275(LC 12), 8=-331(LC 13) FORCES. Qb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3— 226711904, 3.4=-2026/1572, 4-5=-2306/1849, 5.6=-1767/1466, 6.7=-1926/1506, 7.8=•211511734 BOT CHORD 2-13=-1691/2049, 12-13=-998/1558, 10-12=-1310/2068, 8-10=-1479/1892 WEBS 3.13=-321/559,4-13=-278/366,4-12=-946/1279, 5-12=-1013/893, 5-10=-331/323, 6.10=-252/464, 7-10=-171/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exledor(2) 5.0.0 to 10-6.0, Comer(3) 10-&0 to 26.5.8, Exterfor(2) 26.5-8 to 30.0-0 zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=275, 8=331. A WARNING • Verily deslyn pwamotore and READ NOTES ON TM AND INCLUDED AWTK REFERANCE PAGE U067473 rev. 1093MIS BEFORE USE Design valkf lan use only wlal Mltek® connectors. rnls doslgn E bosod only ur.*n parameters shown. and Is lot an Individual bolding comrxwwnt, nol a htas system. Bofow mo. the 1AAding designry must verily Iho applkablily of design pararnotors and ixopetly hcogwralo 0t6 doslgn into the overall btAdng dostgn. Brachg Indlccsted Is to provont buckling of IndNkfud trim wed and/or chord members only. Additional lemporary ardl Ixermarsonl to Ing M iTe k' b always nevi bed ton slablilty and to prevent coaapso with posslAe personal hKsy mid property damage. ron general gtkiasce iegaidtrtg as lahkotlon storage. dellvery, otoctbn and broeka of Trusses and trim syslom& suoANSVTPI I Quality Craeft, DSB-49 and BCSI Building Component 6904 Parke East Blvd. Solely Inlormallon aveDaMe Dom Ulm Plato Duarte. 218 N. foe Sheol. Site 312, Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type Oy Ply T12963687 W PO040 A9 Roof Special 1 IWPOO401 Job Reference (optional) Builders FaSlSource, Tampa, Plant City, Florida 33566 4x6 = a.13u a bep 1S zul / Mffok mOusines, Inc. Men Jan iS i4:53:3I evio rage n tzDl)53XpKKwuzFz4lTl•Xzl6PEOyMggyl H 1 E Far4w 117SEpz8NPOwwFX W?zv4li Scale = 1:51.3 1 SxBSTP= 3x4 = I 4x6 _ 3411 Us a Sx8 = 10 9 3xe _ 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 FBC2017/TP12014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 Except' 7.11: 2x6 SP No.2 WEBS 20 SP No.3 CS1. DEFL. in (loc) Well Ud PLATES GRIP TC 0.94 Ven(LL) 0.11 12-13 >999 240 MT20 244/190 BC 0.58 Verl(CT)-0.1912-13 >999 180 MT20HS 187/143 WB 0.66 Horz(CT) 0.02 10 rVa We Matrix-SH Weight: 143lb FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11.15 oc bracing, Except: B-8-11 oc bracing: 12-13. WEBS 1 Row at midpt 6.12 REACTIONS. All bearings 8.8.0 except Qt=length) 2=0.8-0, 10=0-3-8. Qb)- Max Horz 2=-67(LC 17) Max Uplift All uplift 1001b or less at joints) 7, 10 except 2= 219(LC 12), 9=-384(LC 13) Max Grav All reactions 250 lb or less at joint(S) 7, 10 except 2=791(LC 1), 9=1272(LC 1) FORCES. Qb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/1166, 3.4=-1159/1015, 4.5_ 1188/1092, 5.6=-1011/879, 6-7=-453/664 BOT CHORD 2-13=-965/1204, 12-13=-4477780, 10-12— 617/626, 9.10=-617/626, 7-9=-552/572 WEBS 3-13=-283/465, 4-13=-355/440, 4-12= 378/473, 5.12=-777l780, 6.12=-1302/1726, 6.9=-1202/1057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Exierior(2) 5.0.0 to 10-6-0, Corner(3) 10.E-0 to 2e-5.8, Exlerior(2) 2e-5-e to 30.0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord five load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 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 joint(s) 7, 10 except Qt=lb) 2=219, 9=384. WARNING. Vall7 do tin poemofoo and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MR-7073 rev. 1097I10/6 BEFORE USE Design volld la use only Wth Mllek®connactors. 04s design Is horsed only upon r%eanolers slwv4n. and Is for an trx7Mdud building component. not a bras system. Before use. the NfidkV deslgnei mint verity the alpplcabOty of dusign pomnotuis and property Incoipgote ft design into the overall Bracing Indicated Is to uuekling kndivkW truss web and/or chord members only. Additional lemporary and permanent tmocing WOWbuildingngdesign. prevent of is always ieciuked loi statAly and to prevent collapse wlih posliAo personal tipsy and property damage. ra gorwral grldc nce iogadkng the 6904 Parke Easf Blvd. klxicatlon, storage. elarllvory, erection and broetrng ul frusm and truss syileint weANSIMI I GuaUly CAledo, OSS-89 and SCSI au" Component Terrps. FL 33610SorelyInrommoonavdlaMDomTrussRateInstlMe. 218 N. Lee Shoot. Sipe 312. Alexandria. VA 22314. Job Truss Truss Type Oy Ply WPOO40 T12963668 WPOO40 B1GE Common Supported Gable 1 1 Job Reference (optional) idudaers rtrsisource, i ampa, mam airy, monaa ;daaaa o. 1 w a oep l a ev l r m11 UK 111—oll laa, 11— Ivry -I va11 yv ID:N9BeziUtzDj153XpKKwxzFz4lTf-TMOsgwOCuR4gGaAdM?tY?S7gC2dgcO3jN Eke?uzv4lg 0.0 +0-6.0 I 21 •ao 22-0-0 1 1•a0 1a6.0 - 10-6.0 1-a0 Scale a 1:36.9 4x6 = pId 3x4 — 23 22 21 20 19 18 17 16 15 14 30 — 3x4 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ved(LL) 0.00 12 rt/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 12 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a We BCDL 10.0 Code FBC2017fTP12014 Malrix-SH LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP N0.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 21-0.0. lb) - Max Horz 2=-67(LC 13) Max Uplift All uplift 100lb or less at joints) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250lb or less at joint(s) 2, 19, 20, 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 6.7=-72/252, 7.8=-72/255 PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20% Structural wood sheathing directly applied or 6.0.0 oc puffins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Extedor(2) 5-0-0 to 10-6-0, Comer(3) 10.6-0 to 16.6.0 zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12. Q WARNING • Vidly design paranoias and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAOE MV-7473 my. 11119MIS BEFORE USE Design valid tot use only v4th 1Allek® comoclors. this design E bored orgy upon paaneters shown. and Is fa on Indivlduei building comrxnent. not a buss system. Before tao, the btAcli ng dosignor must vedty Iho ()01-- tbllly of design ryaanolets and lxorx.My Incorlotato Ihb design Inlo the ovetall lx6dhg design. ®oci ng Indicated Is to rxovenl buckling of Individual buss web and/a chord members only. Additional lemporay and permanenl lxachng WOW 6 always regaled to slob011y and to provent collarzo with POM-le personal "and rxopeny damage. For general guidance regarding One KA)r1calton, stooge, depNory, erection and btaetng of Inrssos and Was systems seeANSWPI1 Quality Criteria. DSB-89 and 6CS1 BuUng Component 6904 Parke East Blvd. Safety Information ovdWe from bias Role frxtllute. 218 N. lee Sheet. Sutle 312. Alexanddo. VA 22314. Torrpo. FL 33610 Job Truss Truss Type City Ply WPOO40 T72963669 W POO40 B2 Common 4 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = 6.130 s Sep 15 2017 MiT9k Indusines, Inc. Mon Jan lb 14:6;1'40CUIa 1 I D:N9BeziUlzDp53XpKKwxzFz41T1-yY_E2GQgIICXuklpVAOnYgltaRgxLrzlcuUB 17- 5.13 1 21-0.0 .22 Scale = 1:36.9 g 3x6= 34= LOADING ( psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0,88 BC 0.63 WB 0.22 Matrix- SH DEFL. in Ven( LL) -0.14 Ven( CT) -0.31 Horz( CT) 0.04 loc) Well Ud 8. 10 >999 240 8. 10 >787 180 6 Na Na PLATES GRIP MT20 244/190 Weight: 95Ib FT = 209% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purtins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=824/0-8.0, 6=824/0.8-0 Max Horz 2=-67(LC 13) Max Uplift 2=-225(LC 12), 6=-225(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1601/1471, 3-4=-1335/1136, 4.5- 1335/1136, 5.6_ 1601/1471 BOT CHORD 2-10=-1302/1438, 8-10=-5831868, 6-8=-1310/1438 WEBS 4-8= 290/481, 5-8= 348/587, 4.10_ 290/481, 3.10- 348/587 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5.0-0 to 10-6-0, Comer(3) 10.6-0 to 16.6.0 zone; cantilever loll and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 3-6-0tall 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= 225, 6=225. 0 WARAING - Vedl y ~gre pwarnoron end READ No7Es ON TNS ANDWCLUDED AUTEK REFERANCE PAGE M1167473 rev. 1093MIS BEFORE USE. Design valid Ion use only with Mllek®connectois. Ills design E based only upon paiarnelen showrL and Is lot an hndtvkhici building comlonent. not a Ina3 system. Belore the, the bang deslgxx mtnl verity Iho al)OIcab lify of dosign p mainetois and properly hncoipoicile this design Into the overall IxAdhng design. Brocing Indicated Is to pxevenl budding of Indlvidtial Inns web and/or chord membors only Additional leis W ary and permanent bracing M iTe k' is always ie%*od toi stc*Ally and to prevent collapse vAlh poss0)te penorxl W W and rxoperty darnage poi genesal gtldance regarding tw Iabdcallom slorage. delivery, erection chit bating of trussos and trim syslems, weANSIMI I Quality Warta. DS11-09 and BCSI Bunding Component 6904 Parke East Blvd. solely Information avallable horn truss plate InslIhAe. 218 N. lee Street. Suite 312, Alexandria. VA 22314. Torrpe, FL 33610 Job Truss Truss Type Oty Ply WPOO40 Tt2963670 W POO40 B3 Common 3 1 Job Reference (optional) tsulroers i irsrbouree, i amps, darn wiy, norroa 1 **a o. r ow a oep r u cv. , .-1 en ...wa...va, ., w ....,.. , , yo ID:N9BeziUtzDp53XpKKwxzFz4lTt-ux67TxS5BMTE82vC27OFd$173FW Mp19A3CzlbDzv4ld 1.0 0 3.6.3 1 10.6.0 i 17.5.13 21.0.0 1-0-0 3.6-3 6.11.13 6.11-13 3.6.3 Scale a 136 3 Sx6 = 3x6 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.88 BC 0.63 WB 0.24 Matrix-SH DEFL. in V@n(LL) -0.14 Ven(CT) -0.31 Horz(CT) 0.04 Ioc) Wall Ud 7-9 >999 240 7.9 >788 180 6 n/a Na PLATES GRIP MT20 2441190 Weight: 94 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.11-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=750/0.8.0, 2=827/0.8.0 Max Harz 2=73(LC 16) Max Uplift 6- 196(LC 13), 2- 226(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1606/1513, 3-4=-1340/1168, 4-5=-1352J1233, 5.6- 1621/1589 BOT CHORD 2-9=-1361/1443, 7-9=-643/873, 6-7=-1400/1465 WEBS 4-7=-316/485, 5-7=-361/599, 4-9=-284/481, 3.9_ 348/581 NOTES- 1) Unbalanced root live loads Have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Exterior(2) 5-0-0 to 10.6.0, Comer(3) 10.6.0 to 16-6.0 zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 Wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 6=196, 2=226. WARNING - Valry dodpn pwa erar and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M9.7473 mv. IN9Ylef6 BEFORE USE DeOW vdld fa use orgy with Hlek0 connoclors Oils design Is IXWd only upon pajanoters shown, and K for an Individual Milding component. not a buss system. Beloto tae. tho M9Wng deslgnar mtisl verity the axpiicotAlly a clersign paraneteis and propelly hcorporolo "design into the overall brAc9ng design. Bracing lrx9caled Is to prevent buckling of In llvlcluol truss web oral/oi chord ineinbeis only. Ac"llorxA temporary and permanent bracing Welk' is always regndred for stability and to pievenl collapse with posslblo personal hVray and property damage. Fa general grddance regadi ng the fabkallm storage, delivery. erection and bracing of Inrsws and tries systems. 3eeAN5VIP11 OuoNy C4tab, DS849 and SCSI By" Component 6904 Parke East Blvd. safety Information ava9abte horn truss Plate institute. 218 N. Lee Sboel, Sidle 312. Nexandilo. VA 22314 Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0040 T12963671 WP0040 CJ1 Jack -Open 6 1 Job Reference (optional) tsmoors rtrsibource, t ampa, Yranl tfly, monas JJ*ee a.1JV 5 OUP 1.7 CV 1 r MI; en nrousuras, nw. WIVll dan io I .UJ.YJ CV go rasa i ID:N9BeziUtzDjj53XpKKwxzFz41T1-M7gNgHTjygb5lCUObgyUAl HLGI?IYF9JlslrSlzv4lc 1.0.0 1.0.0 i 1-0.0 + 1.0.0 Scale = 1:6.5 20 = LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Veri(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 V@n(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 5lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0.8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-B(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=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- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 8CDL=3.0psf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical loll and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0p51 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will 01 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 1001b uplift at joint(s) 3, 2. WARNING- Vertu deeren parameters and READ NOTES ON THIS AND INCLUDED 4OTEK REFERANCE PAGE MI7473 rev. 1693R016 BEFORE USE De3Wn valid lox use orgy vAth that* connectors lJ* deslW Is hosed orgy upon paameters MOVAl. and b la an b00" t.ulldlng component. not a truss system. Before too, Iho IxBdkV deslgrim mtat verify the atxlllcablity of do3ign paanetors and propedy Incorporalo this do3lgn into the overall btOcfblg design. BraekV bxkoled Is to prevent bucldbt0 of irldlvldtxll Irua web and/or chord mombon only. Addlllonal krmpaary and peano ent Ixacblg WOWItalwaysre%*ed la staiAlty aW to prevent collapse Win Ixnsue Ixrr3onai inury and properly damage. row generd gtrdatco rogadtng the 6904 Parke Eris Blvd. IofxlCatbrl slorage. delivery. erectlon and bwockV of frusscs acl huff systems seeAN5VM I Quality CdtMo. DSB-59 and BCSI Bu0ding Component Torrpe. FL 33610SafetyInformationavolic"o born buss Plate blsutute. 218 N. Leo Shool. Stile 312. Alexa cOct VA 22314. Job Truss Truss Type Oty Ply T12963672 W POO40 CJ3 Jack -Open 6 IWPOO401 Job Reference o tional Builders Fusl5ource, Tampa, Plant Utty, Florl0a 33585 8.1 JU 6 aep 10 ZV 1 r m1 w ex mousmes, rr1a. muff Jan i 0 w:OJ:w+ cv i o royn i ID:NPSoziUlzDb53XpKKwxzFz4lTf-gJDludULjzjyNL3a9YTI1 W gVu3JUHIOSXW SPg5zv4lb 1.0.0 3.0.0 1.0.0 3.0.0 Scale . 1:10.8 30 = 1.Sx8 STP= LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 MT20 2441190ITCDL7.0 Lumber DOL 1.25 BC 0.08 Ven(CT) 0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 2M'o LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No 2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0 -0, 4=26/Mecllanical 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) lone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.8-0 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 thus to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING - Vwfly d*alen paranWwo and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE N11-7473 iev. 1400Mr5 6EFORE USE Dosign valid for use only with WaM connoctom 111s despl Is Lased only Upon paaneters Uvwn. a cl is Iow an kxlhidual brAdng component. not a hiss system. Belolo use, the btAdhng deL0nc1 rntal vedfy the ap01ca1Afy of dasign paarnelers and pwopedy hcog)oiole this design Into the overall building daslgn. aachg indkoled Is to rxovent Ixr k*V of hxlNk7u l huss web anfl/a chord members only. Acklillonxl lempoary oW permanent bwackv WOW Is always requbod low stabNry and to prevent collapse wllh possible personal hMy and property dcwnage. For general gukk=e repodtng the fWrlcatlon, sloroge, doMery, owecllon and brachlg of Inures and buss systems soeANSVTPI I OuoIlly Cdtoda, OSS-09 and SCSI BuOdhng Component 6904 Park* East Blvd. Solely Information avallable Dom hire Plalo Institute. 218 N. lee Sheet. Slllo 312, Aloxondda. VA 22314. Torrpa. FL 33610 Job Truss Truss Type City Ply T12ti63873 W P0040 CJ5 Jack -Open 5 1 IWP00411JobReference (optional) Builders FirslSource, Tampa, Planl Glty, Florida 33555 ti,ijv s sep 15 zvl i Nit I eK mausmes, inc. mon don io ng;aa:go zvsa rage i ID:N9BeziUtzDjj53XpKKwxzFz4lTf-miLV IJVbFbzgciDzHzVBoxvmAsy3lcul_gxVk_zv4IZ 1.0.0 5.0.0 r 1.0.0 5.0.0 -- 3x8 = 1.5xe STP= LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Verl(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 rVa Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3= 81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale a 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 209'9 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.1 B; MW FRS (envelope) and C-C Comer(3) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" 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) 3, 2. WARNING - Verify dedpn parameter, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rov. I&IN&W 1S BEFORE USE Design valid too use only vAlh MneW connectors. This design Is based only upon paameters shown. and Is le an Individual buldng component, not a bias system. eol000 use. the IAOdng designer must vedty the apgiicatAlty of design Marnotors aind pooporly hcorpeate Ihb design Into the ovolalt building design. Bache hc9calod is to LrscMbnp of IndNkArd truss web and/or chood members only. Additional temporary and pormanent txaehg WOWIxeveni Is dways oegoAod for stabOily and to poevenl cdlarxo wllh p ossIlAe personal hluy and property damage. too gonad grl lance regadng One 6904 Parke East BlvdIctxlcallon, storage. delivery. erectlon and Ixachg of Trusses and Mrs syslemA sooANSVII)i l Quality Cdlerb, DSB-89 and SCSI Building Component Tompa. FL 33610sotetyIrdormallonavailablehornbusPlatehstifule. 218 N. Lee Sheet. Suite 312, Alexarxfda. VA 22314. Job Truss Truss Type Oty Ply WP0040 T12963874 WPOO40 EJ7 Jack -Open 9 1 Job Reference (optional) UU110erS HISISOUfCe, lamps, plant wry, morlaa 3daaa o.n,sv 5 aeP ra 4vr r M1I eR nmusuras, nrc. mvn Van w +.vV.a cv,v Y. , ID:N9BezlUtzDp53XpKKwxzFz4lTi-EuvuW IW DOuSXEpo9ggOOKSSr8GD4U3BvDUg3HOzv41Y 1.0.0 7.0.0 r 1-PO 7-0-0 3x8 = 1.54 STP= LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in roc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.13 2-4 594 240 TCDL 7.0 Lumber DOL 1.25 BC 0.59 VerI(CT) 0.18 2-4 431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rda rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lWze) 3=159/Mechanical, 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. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Expi C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0. Extedor(2) 5-0-0 to 8-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will III 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 OI=Ib) 3=102. 0 WARNING - 10010y dedpn peramsram and READ NOTES ON THIS AND NCLUDED WrEK REFERANCE PAGE A07473 rev. 10939015 BEFORE USE Design valid fof use only vAlh tAlaklD con eclors. BrIs design b heed orgy upon poraneters Mows, and Is lot an Individual hWdbG component. not a inas system. Below ao, the txBding designer mint vestry the c W Icabllty of design pxaanelers and propwny kncopPoiaia it* design Into the overall btsd bV design. 9oehg Indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and pennatent brochig WOW 8 always regaled Ia stability and to provent collapse with possible Personal iryW and Ixop idy damage. ra general Ouldance legadrlg the dd btaekng of inures and ins se innssystems. Quality Critefb, D35-87 and 8CSI Building Component IabilcokxLslaago, d0hfory. owan 6904 Parke East Blvd Solely INormaBen available kofn truss Rote Institute. 218 N. lee Sheet. Sulle 312. Alexo drla VA 22314. Tarrpri. FL 33610 Job Truss Truss Type Oty Ply T12983875 WPOO40 HJS Diagonal Hip Girder t IWP0040tIJobReference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:48 20t8 Page t ID:N9BeziUtzDlj53XpKKwxzFz41T1-j4TGj?XrmCDOszMLOOXi1M?BJgfODV22SSOcpszv4lX 1-5.0 3.6.3 { 6.11.14 7-Q-2 1.5.0 3-6-3 3.5.11 044 Scale e 1 15.7 20 = 2t4 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Verl(CT) -0.02 6-7 >999 18D BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) O.OD 5 rUa n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 29 lb FT = 2W9 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=82/Mechanical, 2=315/0-10-15, 5=143/Mechanical Max Harz 2=100(LC 4) Max Uplift 4=-51(LC 4), 2=-103(LC 4), 5=-27(LC 8) Max Grav 4=87(LC 19), 2=315(LC 1), 5=143(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 396/66 BOT CHORD 2.7_ 106/357, 6-7=-106/357 WEBS 3.6-379/113 NOTES- 1) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h--151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=103. 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, and 25 lb down and 38 lb up at 4-2-15, and 25 lb down and 38 lb up al 4-2.15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4.15, and 18lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 0 WARNING- Vwt#Y d*dan paronetwo and READ NOTES ON TM AND WCLUDED WTEK REFERANCE PAGE a1111-7477 rsv. 180110016 BEFORE USF- Deslgn vclkl for use only vAm Milelf® conneclom Otb dash Is based orgy upon parameters shown and Is for an tridlvklucl building component. not a buss system. Before use, the btOd g designer mint vo4ty the a pplkabUly of designs paanetars and pioperty trscorpofalo this design Into the ovoicll btOdng design. Bracing Indicated Is to proven! bscMkV of IndNkAKi truss web and/or chord members only. Addillonal temporary ad permanent bracing Welk' 6 always iegtlied for stability and to pfevenl collapse with poasDsle personal fry" and property damage. For genwal guidance iogaidng the falaleollon storage. delivery. erection cad bracing of trmrn and Inns systems seciANSIM t Quality Criteria. DSa-89 and BCSI Building Component 6904 Pork* East Blvd. Safety IMormcllon available born truss Nato Institute. 218 N. lee Shoot. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply W POD40 T12963676 W POO40 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) BUildem FIr615oUrCe, Tampa, Plant (;fly, Florida 33555 6.13o s Sep 15 2017 MI i ex Industnes, Irlc. Mon Jan 15 14:53:5U ZU1tr Page 1 ID:N9BeziUtzDp53XpKKwxzFz4lTf•ITb08gY6lpT65GW kW oa7yn4 U8T19hNBLvSvltlzv41V 1.5.0 7.0.8 9.10.1 , 1 1.5.0 1 7.0.8 i 2.9.9 Style = 1:21.2 20 = 2x4 = „ 5 20 -,- 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 NO Code FBC2017/TP12014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL. in (loc) Well Ud Verl(LL) -0.05 2-7 >999 240 Vert(CT) -0.11 2.7 >999 180 Horz(CT) 0.01 , 5 We rl/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplift 4= 35(LC 22), 2-145(LC 4), 5-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 5931161 BOT CHORD 2-7-2061527, 6-7=-206/527 WEBS 3.7=0/359, 3.6=-696272 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511; Cat. II; Exp C; End., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncorlcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wllhslanding 100 lb uplift at joint(s) 4 except aWb) 2=145, 5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68111 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 50lb 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 desigrl/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 (8). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5-20 Concentrated Loads (lb) Vert: 3-75(F-38, B-38) 7=-36(F-18, B-18) 8=44(F=22, 8=22) WARNWO • yerl/7 dadpn perameran end READ NOTES ON TM AND WCLUDED NREK REFERANCE PAGE N67477 ray. $41=14101S BEFORE USE. Dosign vdkl tot use only with Wlek®connoclors. lhb design B based orgy upon prranelers shown. orxf Is for an Individual hdding component. not a hum system. Betoio uso, tho bulldb1p dedgnot mu sl verity the applicctbpty of des01 paamelem and ptopoily kncorpaato 8nh doslgn Into the oveidl btiding dosign. Brochg Indicated Is to prevent bucktklg of IndMdud truss web and/or chord inomlwrs only. Adcllt~ lamporasy and permanent btadng WOW b always io%bed for stability and to lxevenl cdtapfie wllh possll$e PerAxxJ Injury and property damage. For garwtd guidance iegardkng 8ne 6904 Poike East Blvd. fatxk:a?WL slotage, dtif". oiacllon anq docing of trusses and Inis systems. mANSI/1PI I Ouailly Criteria, DSB-87 and BCSI 6uading Component Tortpo. FL 33BtoSafetyInformationovdlaWofromfluxRoleInstitute. 218 N. Lee Skeet. Suite 312. Alexandrks. VA 22314. Job Truss Truss Type Oty Ply 0040 T12963677 WPOO40 Ml Monopitch I 1 Jap Reference (optional) Builders FIrsISOUrge, Tampa, Plant (;fly, Florida 33555 B.13U S Sep lb ZU17 Mr I eK rnauslrres, Inc. Mon Jan 1b 14:53:bZ Zu1B rage 1 ID:N9BezIUtzDU53XpKKwxzFz41Tl-bsmZMaMgRjgKag7dDcb t C9j3Hy98JNeMmOgydzv4lT 1.0.0 6.6-8 1.0.0 I 6.6.8 Scale a 1:19.0 3x8 = 1.54 STP = 6-6.8 r Tts-e ' Plate Offsets (X,Y)-- 12:0.8-0.0-0.101 LOADING (psl) SPACING- 2.0.0 CSI, DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.08 2-4 898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.16 2-4 449 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 Na rl/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 26lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (IWZe) 4=216/0.6.8, 2=304/0-8-0 Max Harz 2=128(LC 11) Max Uplift 4= 78(LC 12), 2=-93(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-170/409 Structural wood sheathing directly applied or 2.2-0 oc puffins, except end venlcals. Rigid ceiling directly applied or 1 D-D-O oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0.0, Extedor(2) 5-0-0 to 6-4-12 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Q WARNING - Vwff7 deden paramafaa and READ NOTES ON INS AND INCLUDED WTEK REFERANCE PAGE 1107473 my, 10932015 BEFORE USE Design valid for use only with MeW connectors. lftls design Is based only urron pmanolers sfwwn. and Is for an hdMdrxi bullMv component. not 0 In= syslem. Belore tae. lho bxlldng designer must verify the aWicabllly of doslgn paametors and properly hcoq"ato fhb doslpn Into the overall building design. Bachg Indicated h to prevent budding of Individual Inns web and/a chord members only. Addtlonal lempmary axf permanent bracing M iTek' IF always reed Ion stability and to prevent collcvw with possible personal Injury and Iropa" danuge for general guidance regarding the 6904 Parke East Blvdx8rlcotlmslaago. dorNory. erection and lxcnN of trusses axd tons systems, socANSVWI I Cuoilly Criteria, D56.89 and SCSI Butldkp Component Tompa. FL 33610solelyInformationavallablofrombussRatehsttlule. 218 N. lee Sheet. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12963678 WPOO40 M1G Halt Hip Girder 1 1 IWPOO40JobReference (optional) 9utlaers FIrsibource, 18mpa, want Ury, rwnoa JJada o. raa s OUR ro CV 1, m..vw nn,uau.va, .... .. v....w.oyo . I D; N9 Bezi UtzDp53XpKKwxzFz41T1.32G9m1 b_bkrgykFJ Bx7ga P17bhMrukanbO7N U4zv41S t o 0 5.0-0 i 6.6-8 1•0 0 5.0-0 - 1.6.8 Scale = 1:17.7 3 5x8 _ Zx4 II laxaarr= - 2x4 = 1.5x8 STP= 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 NO Code FBC2017/rP12014 CSI. TC 0.35 BC 0.25 WB 0.13 Malrix-P OEFL. in Ven(LL) -0.02 Vert(CT) -0.04 Horz(CT) 0.00 loc) I/dell Lid 2.6 >999 240 2.6 >999 180 5 rda n/a PLATES GRIP MT20 244/190 Weight: 30lb FT = 209L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 5=374/0.6.8, 2=347/0-8-0 Max Horz 2=103(LC 20) Max Uplift 5=-133(LC 5), 2=-115(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3_ 294/66 WEBS 3-6=0/345, 3.5= 423/125 NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsi; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever tell and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4) ' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 OD lb uplift at )oini(s) except QI=lb) 5=133, 2=115. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 87 lb up at 5.0-0 on top chord, and 141 lb down and 54 lb up at 5-0.0 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 lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3.4_ 54, 2.5=-20 Concentrated Loads (lb) Vert: 6=-141(B) 3=-60(B) 0 WARNING. Vedly doslen pars nolom and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MD-7473 rov. IOVS201 S BEFORE USE DagW volkl for use orgy vAlh Ml lek® connectors. R* deslgtl k lx ood orgy upDn paometem gwvm. aid h for an bxllvldrxl Ixlltlhlg component, not a Was systom. Balm use, 1t o IxAding deslpner mrnl verify Iho oWi :alAty of design paamotors and popody kworpoiato this design Into tho overall bladtrlg design. Racing W11cated Is to prevent bucMing or IrxlMdual him web a low chord members orgy. Ack111brwl temporary arxl permanent txocing M iT®k' Is always regaled for akb6lty, a cl to Ixevenl cdlapso wllh pos*Ae personal Infury and poplrly damage. for general grldalce rega ing Me latxk:otkxl. storage. cMWM. erection arx1 Moc[nD of lamas and tam systems weANSVTPI I Quality Criteria, DSB-69 and 6CSI Building Component 6904 Parke East Blvd Solely Informatlon ovalldlle horn buss Plate trallt le. 218 N. toe Meer. Srlte 312. Alexarxift VA 22314. Teupa. FL 33610 Job Truss Truss Type Oty Ply WP0040 T12963679 W POO40 V4 Valley 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:54 2010 Page 1 ID:N9BeziUtzDB53XpKKwxzFz4lTf-XEgX_2bcM2zXaugVlee36dFDr5kOdDtxg4txl Wzv41R 3.6-0 3.6.0 2x4 i:, 20 11 LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0,13 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Maldx-P Scale a 1:10.1 DEFL. in (loc) Well Ud PLATES GRIP Verl(LL) n/a rVa 999 MT20 244/190 Verl(CT) rVa We 999 Horz(CT) 0.00 3 pla We Weight: 11 lb FT = 2Dvo LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib1size) 1=96/3.5-6, 3=96/3-5-6 Max Horz 1=49(LC11) Max Uplift 1=-26(CC 12), 3=-34(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3.6-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING • VaUy dedpn pararmtora and READ NOTES ON TM AND INCLUDED AfTrEK REFERANCE PAGE III0-7473 rov. 1003R0/6 BEFORE USE Dosigin volkl for use only with Klek®cornrxrclots. INs designs Is based only upon pmartolem slwwrx aryl is fa o n bxllvlUxl building component not o Ini s system. Below too. tho bRillC9rtp designer must vedly the applicability of doslgn paarmlon and properly Incorporato ling design Into the overa8 btWdbng design Racing Indicated Is to bucMing of IndlNdual tR=web and/a chord members only. Adrllawl tarnpoiary and pennanenl biocing WOWprevent Is olwoys ie%*Gd for sldbSlty and to prevent collapse with possible personal b1Ary and property damage. rot gemal guidance regarding Sw 6904 Parks East Blvd. fobilcotlmstorage. dellmy. erection and biaciry of tomes and in=systems. weANSVIWI Quality Criteria. DS11-89 and SCSI Building Component Tanya. FL 33610 SafelyinformationavailableRomlitinPlatebuliMe. 218 N. lee Stioet. Suite 312. Atexantldo, VA 22314. Job Truss Truss Type Oty Ply T12963680 W P0040 V6 Valley 1 1 IWPOO40JobReference (optional) Builders FirslSource, Tampa, Plant City, Florida 33666 8.130 s Sep 15 2017 MITOK Industries. Inc. Mon Jan 15 14:53:55 208 rage 1 ID: N9BeziUtzDjj53XpKKwuzFz4lTf-?ROvBOcE7MSOB2PhlM9lfgrtGOU?NMg7431cUZyzv41O 5-C>0 r 5.6.0 g d 2x4 r- 20 II Scale = 1:14.3 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n1a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) rVa We 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 We rVa BCDL 10.0 Code FBC2017/fP12014 Malrix-P Weight: 18lb FT=20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=170/5.5.6, 3=170/5-5-6 Max Harz 1=86(LC 11) Max Uplift 1=-47(LC 12), 3= 61(LC 12) FORCES. (Ib) . Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 132/277 Structural wood sheathing directly applied or 56.0 oc puffins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36.0 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 wlihstanding 100 lb uplift at joint(s) 1, 3. 0 WARNING. Ve ft dodpn porarmrere and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7473 m. ra'MMIS BEFORE USE Design valid for use Orgy with 1011109 connectors. fill desiM b bafed orgy upon pxaameters g wrx and b for an Individual brAWrp Component. not o htm system. Below too, the IxBalng designer must verify the applicability or design paanolors and plopeny Incorpofato 0* design Into the overall bltBdbmg design. l4crchg Indicated h to prevent buca6ng of IndNKKKI truss web and/ow chard members only. Additional temporary and Permanent bfa -brig M iTe k' h c ways iegW ed Ia stability and to prevent collapse wllh possible personal hMay and proporty damage. for general gidance iegardng We tabrlcolbn stoiogo. dolivery. erection and lxocbmg or Inaws and Inns system& sooANSI/iW 1 Cuo9ly CAtefio, D$6.69 and 6CSI Su00bmg Component 6904 Parks East Bird. Safety Information avdlable Rom truss Plate bntiMe. 218 N. too Sheet. Suite 312. Alexandit VA 22314. Tanga. FL 33610 Symbols I Numbering System JA General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless Y. y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 11, For 4 x 2 orientation, locate plates 0-V from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plot& locotion details ovoilable in MTek 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 Ono ( supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standords: 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. 6- 4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 C O U o- O 0 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: ESR- 1311. ESR-1352, ESR1988 ER- 3907, ESR-2362, ESR-1397, ESR-3282 0 c O S U a- O 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 mm M1I0 M! Tek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stobility bracing for truss system, e.g. diagonal or X-bracing. is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber shoo not exceed 199E of time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant. preservative treated, or green lumber. 10. Comber is o nonstructuroi considerotion and Is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions indlcoted ore minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlIns provided of spacing indicated on design. 14. Bottom chords require lateral bracing at 10 it. spacing. Or less, If no calling 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 verticoty unless Indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental. health Or performance risks. COnsult with project engineer before use. 19. Review on portions of this design (front, bock. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. 6EARW6 HEIGHT 56HEOULE I 40 m m gte El•h>7tr r r r r Ik 5-0-0 3-0-0 21-0-0 29-0-0 Hanger List H1 HTU26 NOTES: L) REFER TO HOD VI (RECOMMENDATIONS FOR HANIRLM INSTALLATION AND TEMPORARY NA604) REFER TO EWANEEREO ORAWIN65 FOR PERMANENT ORACft REGUREO. 2) ALL TOMES (DIQU MN6 TRUSSES LNDER VALLEY FRAMM) MINT DE COMPLETELY DECKED OR REFER TO DETAIL VO5 FOR ALTERNATE DRAM REOUIREMENTS 1) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY RMOER. 4.) ALL TRUSSES ARE OESI&NED FOR 7 o c MAXIMUM SPACING. UNLESS OTHERWISE NOTED. 5) ALL WALLS SHOWN ON FLACEMW PLAN ARE CONSIDERED TO DE LOAD DEARM UNLESS OTHERWISE NOTED. 6.) 5Y42 fRU 5%5 MUST DE 96TALLED WITH THE TOP 6EIN6 UP 1) ALL ROOF TV% HANGERS TO DE SIMPSON HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO DE 5MPSON THA422 UNLESS OTHERWISE NOTED. D.) 0EAMRKADER1LWTEL (10R) TO DE FUA05HE0 DY DUILOET ff. 5HOP DRAWING APPROVAL THIS LAYON K 4L SOLE SOURCE FOE FADRIOATION OF 10ftS AND PODS ALL FRVIM ADDRTEOTURAL 09 OTHER fOM LAYM5 REVIEW AND AFFFOYAL OF TN5 LAYOUT MAf DE RaIVED DEFOR ANY TGNAS Rl DE DOLT YEOFY ALL 401IONS 10 DIM AfiWT O"S NUT DLL RStIT 01 EXTRA OMS TO YOU, Yq-wd R*wr &W of Builders FirstSource Orlando PHONE: 407-851-2100 FAX: 407.851.7111 Plant City PHONE: 015.75q-5951 FAX. 815-752.1532 OUILOEK Starlight Homes 1412 WP0040 pbuff 9/26/17 Josh I RECORD COPY n City of Sanford 4 Building and Fire Prevention Product Approval S ification Form nING 1 8 9 0 % Sp'NF0RD Permit # OFpgR'Rr Project Location Address 1 -[ Q L4 _ --1 Y,l l. LOp 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 Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R70 Other June 2014 r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 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 THERMAITRU THERMA TRU DOORS I IS IN4311QTQ1AL SQ., EDY(QTON. ON 43517 Classic -Craft" and "Benchmark by Therma-Thin 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes I. This product anchoring drawing has been developed in compliance with the 2010 Florida Budding Code (IBC) excluding the "High Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and rulings. 2. Product anchors shad be as fisted and spaced as shorn on details. Anchor embedment to base material shad be beyond wag dresft stucco, foam, brick and other wall coverings. 3. Wood screws slog be installed following inhalation In*uctions of ANSI/ AF&PA NOS 2005. All other fastener types to be Imtdled following fastener manufacturer's Installation Instructions. 4. Fastener embedment depths. edge distances and center -center distances slag be as specified by the fastener manufacturer but in no instance shol they be less than shown in this dVA&Q. S. where shlrm are used, they must be o ligid / stdr rnotedd that compges with the requirements of the 20I0 FBC. 4. Positive and negative design pressure requirements for use with this drawing stag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by This drawing are object to fudher engineering analysis. TALE OF COMEMS SKUT S OESCRIFIM 1 T d elevatioru design pressures & general notes 2 Buck a 3 Frome anchoring 1 Frmeaanchors g & bd of materials S Hortzontd & veftO cross sections 6 1 Ve i—W Goss sections I 105M MAIL OVERALL fBAME WIDTH I 1 K YA t F t1 1, 1 1, ,1 I, 1 1, I 1 1 1 1 I I I II II8 8 6 8 8 8 DOUBLE W/ 9011M OXXO MAX DESIGN PRESSURE 47. 0 -47.0 37- 0' MAX O OIAIL MTH D1N4 r.-P. 3 1- it 5 SINGLE x MAX DESIGN PRESSURE 77. 0 -77.0 74- V MAX OVERALL WIDTH I 2 3 S s 5 owme xx MAX DESIGN PRESSURE 47. 0 -47.0 6& V MAIL OVBt/ LLL WIDTH 1 2 3 3 s 5 J N N qqrr 99I i i 1 1 1 1 1 1 8sy De 8 6 8 o SINGLE W/ SIDEUIES OXO MAX DESIGN PRESSURE 47. 0 -47.0 904 UWMAX 4aw OvetALLwroTHa 1 2 3 5 s S SWME W/SIDEUTE ox MAX DESIGN PRESSURE 47. 0 -47.0 or kOCRNAROWAREMfGfSERIES OK or LFS ; Kh OUSrO UMN SERIES LArch o" a°'0 1i - a KWIKSflSOIANrE SERIES M OEADROLT FI.-15225.1-68 c sitar 1 a MASONRY OPENING I2X BUCK 4- 4- 4 1 4• 4• , 4- 4. 4' - 4' 4. II. II N. Il, II' II a s$N IIIIMUWON4IISHOWNFOR 1 1 MUUION IAII MASONRY II MUWON 4 II SHOWN FOR REFERENCE II MASONRI 4 1i MUWON II SHOWN FOR II n'P• I I REFERENCE 1 SHOWN FOR REFERENCE II OPENING n p 1 I OPENING n p I I REFERENCE I I HEAD BS 1 11 H II HEAD I I g g• SEE 1 1 1 I I do JAMBS SEE NOTE I dt JAMBS SEE NOTE I jSv II II II I I 1 II II SHOWNOR I I a 2X BUCK II II I I 2X BUCKASTIIII II 11 NJ v I I 1 1 REFERENCE I I z t0 oII 12o I I I I SHOWN FOR 11 REFERENCE II 1 II II II II DOUBLE W SIDELf7ES SINGLE W/SIDELf7E SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING L4 4- NOTES. 4- t 1 1. 1/4" Sco Concrete screws anchoring 2x buck require a t 1 mbdmum I' clearance to masonry edges, a I-1/4" minimum MASONRY OPENING 4 8 embedment and a rrdrdmum 4" clearance to odjacent concrete screws. Substitution of equal concrete screws from a 4 MASONRY TYP. HEAD OPENING T differentsuppliermayhaveafferentedgedistanceandJAMBSSEENOTE11SHOWNFORcenterdistancerequ6ements. Concrete screw locations at the locations, locations SEE NOTE 1 2X BUCK 1 REFERENCE comers, at mu0on and of astragal may be 1 adjured to maintain the mWmum edge distance to morfor 1 joints. N concrete screw locations rated osMAX ON CENTW 1 must be adjusted to maintain the mkdmum edge distance to 2X BUCK in 1 morto joints, oddlkmal concrete screws may be required to e m cr ensurethemaldmumoncenterdimensionBnorexceeded. 1 1 2 c 2. 2Xbuck min. S.G. 2 0..". sots: N.7. S. JK osc or LFS ; WNW Wq a FL- I5225. 1- 68 a am -2- a- L O C" 3" I u II I _ MULLION SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION O 9 W/1X BUCK INSTALLATION r TYP. HEAD do JAMBS SEE NOTE i SEE NOTE 1 16 in 16 u, — IRI c' b" ' " VIEW `C'—'C SINGLE DOOR W/SIDEL R_ FS r sN O I m IN PAIRS 30 TYP. 3 TYP, 1 3" —I I T T pV O TVO SEE r0 vn DETAIL '4' o 1 SEE — W a 9r DETAIL N EEEE 1 6 1 TP= J VIEW 'E'— E' VIEW '0•—b' 9n M r/ op"ank 000w Nrm rASMOM 1W &V MP. ALL MUM m war 440 oorao MM) NOTES: 1. 1/4" O W concrete screws anchoring frame and/or ON require a minimum 2-1/2' clearance to masonry edges, a I-1/rminimum embedment and a minimum 3-clearance to adjacent concrete saews. Substitution of equal concrete screws from a different suppler may have different edge distance and center distance requirements. Concrete screw locations at the comers, and of mulan bco&= may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER' must be adMfed to maintain the nwftum edge distance to mortar Joints, additional concrete screws may be required to ensure The mmdmum on center dimension it riot exceeded 2. 3/ 16" RW concrete screws anchoring !name and/or A require a minimum 2,W clearance to masonry edges, a I-1/4" minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufachuer. 3. The sldelte Is direct set Into the jamb with (12) M6 Or 2' pf11. wood screws. There are (4) of each vertical jamb, from the top down of 13.5', 31', 48.5" d 66'. There are (2) of the header of C from the outside comers of the home. There ale (2) of the sM, 4" from the outside comers. A Foroptional sldelte construction with staples, sidelte Is direct set Into the Jamb with (4) r/i X 1?/4' id ga. staples along each jamb (6' from ends and equally spaced thereafter). ro' A' MILLION ILA SHOWN FOR _ o REFERENCE 0/2X BUCK INSTALLATION Piof O/1X BUCK INSTALLATION f TYP. HEAD & JAMBS SEE NOTE 1 b' A' SINGLE DOOR W/SIDELRE VIEW •B'— 9" I B" 'A' TYP. HEAD k JAMBS SEE NOTE 1- SEE NOTE 1 o 16 SEE Jc I dos5 DETAIL '1 tI B" A" SINGLE DOOR VIEW A'— A' W/2X BUCK 2 INSTALLATIO NSTTALLAT X BUCKON 11 SEE NOTE 2 DETAIL '2' W/2X BUCK 2 INSTALIATON W/1X 8UCK INSTALLATION 12 1 . C SEE NOTE 1 1 DETAIL '1" 1 1 I IN C' 6' PAIRS 30 jti oar i1' i TYP. a 6. t I _ _ 1 SEES3 JQ SEE DETAIL 3' q W/2X BUCKQINSTALLATION _ 13 SEE OL7 L Q yy/2X BUCK T U W/1X BUCK _ QINSTALLATION 11 9 INSTALLATION W a- _ ? z - h W/1 X BUCK y o v J TYP. HEAD Nh 2 AS J INSTALLATION SHOWN AFOR 9 SHOWN FOR & JAMBS N SHOWN FOR • H " o SEE NOTE 1 REFERENCE Q JAMBS REFERENCE Q REFERENCE SHEET 3 = ONLY Q SEE NOTE 1 ONLY Q Q SHEET 3 Q SEE NOTE 1 SEE 16 Q SHEET 3 - DETAIL -4- y c - SEE NOTE 1 Q SEE NOTE 1 - c 16 Q 16 - _ SHEET 3 Q SHEET J SEE LL u -wo 16 DETAIL ov 12 5 0 16 N n 5 Q 5 n+ p QQ EE NOTE SHEET J 1 Cl "E' A. VIEW C'—'CDOUBLE DOOR W/SIOFI m-c VIEW E'— E' DOUBLE DOOR VIEW A' —A' S/ mx M/ anufY, oORnww FAM04n RLL /JO (LIP. ALL So= TO DOOR om LCIYLCItlNS) W/ 2x BUCK 2 INSTALLATION Item DESCRIPTION Material W/1X BUCK A # 10 x 2-112- PFH WOOD SCREW STEEL INSTALLATION 12 1 C B 10 X 1-3 4 PFH WOOD SCREW STEEL SEE NOTE 1 W/2X BUCK C 10 X V PFH WOOD SCREW STEEL SHEET 3 INSTALLATION 3 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame)'STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 1 W/ 1X BUCK 11 D 3 IS x 2-112- LG. PFH WOOD SCREW STEEL DETAIL -I- INSTALLATION EHEER x 2- 3 4 PFH ELCO CONCRETE SCREW STEEL SEE NOTE 2 x l -3 4 /i1Y PFH CONCRETE SCREW STEEL SHEET 3 x 3-34 ITW PFH CONCRETE SCREW STEEL DETAIL J' 6 x 3-1 4 ITYY PFH CONCRETE SCREWSTEEL ATTACH ASTRAGAL THROW BOLT x 3-1 4 RW PFH CONCRETE SCREW Si L B STRIKE PLATE TO FRAME ONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI AS SHOWN. OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETEC X 2-1 4 PFH ITW CONCRETE SCREWER JAMB 4.656 X1.25 THERMA-TRU SUGAR PINE SG >- 0.34 WOOD THK. PRESSURE TREATED SIDELITE PAD W DX 1 X 25 G4CORRUGATEDFASTENERL1DETAIL '4' a er JJKRo 7152r Q 1 i E 2-1/2' MIN. FROM 2-1 /2" MIN. FROM 13 MASONRY EDGE MASONRY EDGE + PP.) TnP 1 1X BUCK m INTERIOR EXTERIOR 1 HEAD JAMB 5 To 1. b•b.* Inswho sham tli m A 12s ti u H INTERIOR EXTERIOR 2 HEAD JAMB 5 hwAng ftm BUCK INTERIOR EXTERIOR SHIMSPACE 1 1.1-, . 1 I.257MIN. EMS. EMS. TYP. 4 VERTICAL SIDE JAMB v Th wftINTERIOR N e I' MIN. FROM I" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) ( TYPJ N o N i t. 3e F 6 13 F e sa 4Ss a Eg8 S CO 660 V zx eucK INTERIOR EXTERIOR 3 HEAD JAMB 5 Tk-imobucl'c I tl EXTERIOR o. 1sMIN. C. 9NK W MAX. SHIM SPACE I. ISMIN. EMS. 5 VEIMCAL SIDE JAMB S T ono. sm JK a MK x LFS 3 a FL- 15225.1-68 c scar J9 or _ G INTI 1 2-1/2' MIN. FROM 2.1/2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) pp.) 1 VERTICAL CROSS SECTION 6 "wing —rig== 2-1/TMIN.FROM 2-1 /TMIN. FROM MASONRY EDGE MASONRY EDGE rYP.1 (rYP.) t-4"N VERTICAL CROSS SECTION 6) mw" coffo otion 2-1/2"MIN.FROM 2-1 /T MIN. FROM f MASONRY EDGE MASONRY EDGE rYP.1 (TYP.1 2 VERTICAL CROSS SECTION 6 Ouhwtng oonfIg,. bn J EXTERIOR b NE 2-I/2MIN. fROM 2-1/rMIN. FROM MASONRY EDGE MASONRY EDGE rYP.1 ( TYP.1 3 VERTICAL CROSS SECTION b EXMrERIORINTERIOR EXTERIOR •. j j 2•I/ 2'MIN.FROM _2 •I/2"MIN.FROM MASONRYEDGE —MASONRY EDGE—(rYP. (n' P.) Q VERTICAL CROSS SECTION 6 Out-" conFgmNon 2.1IT MIN. FROM 2.1/2" MIN. FROM f MASONRY EDGE - MASONRY EDGE + 6 VERTICAL CROSS SECTION 6 Ouhwirgoorft tbn or. JK c W. LF S w na: a 15225. 1- 68 •°o fLait v 1/2/2018 Florida Building Code Online ttikG>. , :. L•ri<°'F i• r C,; r '}fw:` ..i.. . v..; Y'. ' ( 1 . I ''q l 11 err r •y ;d:t-•• 'a-'•'.... .' ' , T'-;•' j ' r ._-' .::- `t. •mob,' y'..•i.•: ,i SC1S Home i Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map Links Sear. dbpr product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Applicatiori Detail M FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method D Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eau ivalency of Standards.odf https://www.floridabuilding.org/pr/pr_app_Otl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summaa of Products I FL # Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5036 R2 11 (a) Inst 15036.1.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 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II fa) Inst 15036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval I5036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst I5036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf pa icu rs. 15036.6 f. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door_ Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.6.odf' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes, Design Pressure: N/A Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. it ma.ora/or or aoo Il.asox /; 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 Il (a) Inst 15036.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product FLIS036 R2 AE (a) Eval 15036.7.odf Created by Independent Third Party: Yes particulars. 15036.81 h. ClassicCraft Fiberglass Door B'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 Approved for use outside HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.8.Ddf 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 FLIS036 R2 AE (a) Eval 15036.8.Ddf 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 11 (a) Inst 15036.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FLIS036 R2 AE fall Eval 15036.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10, j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Connguration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.10.Ddf Approved for use outside HVHZ: Yes. Verified By: Lyndon F. Schmidt, P.E. 43409; Impact Resistant: No' Created by Independent Third Party: Yes_ Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any, FL15036 R2 AE fal Eval 15036.10.Ddf. additional use limitations_, Installation instructions and product. Created by Independent Third Party: Yes, particulars; Contact its :: 2601 Blair Stone Road_ Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coavriaht 2007-2013 State of Florida_ :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 W3 0 E Credit Card Sate https://www.floridabuilding.org/pr/pr_app_011.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Bo,( 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior SwSwinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.290.1740 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 1D of the State of Florida Product Approval, Department of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring 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 11 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hides, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 111111111111 Signed & Sealed by C St HjjA1.T vvv Lyndon F. Schmidt, P.E. v'••CENgF.• vi No 43409 9• STATE OF 0' • : F•• 24,SS, f01 A EN' Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT' GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition )2017) Florida Building Code FBC) structural requirements including the "High Velocity HUMCane 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 "HVHT 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 "HVHT requking wind bome debris protection this product 6 required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction. onchoring of these units shoo be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer or registered architect. 7. Outswing configurations using coastal silt item #39 under active doors meet water infiltrotion requirements for "HVHr. 8. Inswing configurations and outswing configurations using A items 031 b #33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shoo be installed (m the "HVHZI only in norrhobitoble areas or of habitable locations protected by on overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures 3 general notes Door panel detailsHorizontalcrosssectionsMVerticalcrosssections Buck and home anchoring . 2X buck masonry construction Frome anchoring -1X buck mosonry construction BA of Materials it Components 37.S MAX. OVERALL WIDTH Z= L I In mS = O. P x%.OVERALL DESIGN P.RESSUREY(PSF) FR'AMEr; DIMENSION-. FOSRIVE.a '/JEGATIVE; INSWING 37.5" x 98.0" +75.0 -75.0 OUTSWING 37.5" x 96.5" +75.0 -75.0 u A E = S= rp D RR V li DCZ Mu r: JK a«, w: LFS FL-15036.6 to 1 K 7 it, If a 41 Nmat y EXTERIOR 46 N 2 44 .. pv i 0010 s z INTERIOR 46 R JI$ maar 1 HORIZONTAL CROSS SECTION gg' _ 36.0'" MAu 2 34 DOOR PANEL WIDTH St EXTERIOR INTERIOR M. W a l f "" o Lr Z IL-JI L . • f, r p 42 ro RAIL u LATCN 5111E N Nz V 1I> W W O D P 00 PANEL W i r ^ r4 dosfk Si '':•':• rr a+ L Ot NOEWOMWORCOMPONNOAKISG- IOA7) 45 0 02 24 12 N NINGf SillE IS lOTTO RAIL 2 VERTICAL CROSS SECTION Suuc: N. T.S. 4 owc. W: X a CMK. F. LFS ; 2 oruwwa rro_ c E FL- 15036.6 0 SHED3Or O G E 1 2 1.1/PMIN. 0; DAB. DYP.) (f1 G 20 C A v fill it11 `` an;t uN•; B o a z°{ A z u 40 7 \\\ 9p221INTERIOR \ d a v` lCiC O= 1 2 [dri 3 3 3 3 •, o of 17 $ xo EXTERIOR 10 H cW 10 NN 9 3 HORIZONTAL CROSS SECTION ., s I 1.1/PMIN. $ Shown w/IXwb4=k I•I/PAAIN. 9I p EMB. (ttP.) 4 4 4 Lw. (TYP I I a g o.ts MY C D D C SINK MINK L PYP') IT`P•I L A 20 O ONN o 7 v+ 7 INTERIOR INTERIOR Q E W Skgi! A n C e p x N ' 2 UKEXTERIOR10EXTERIOR 10 n.+e 02124112 L 27 9 g swt N.T.S. ° C E M wt. JK m E cm. sr. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Oft-M No a 3 sl+own 3 OutswG+p shown • kuwksp FL-15036.E ~ 0 oho approved also oDProved shm 3 or I o 00 yhr 7 n- OJ O Co O e 0 e • E 2$ZVAEag • e• • • dee xr ma`fE L EXTERIOR INTERIOR scut. N.T.S. t e`• JK ° 3 VERMAL CROSS SECnON 4 outswing confiouotlon see general tulles. sheet I for 1iVlR•water infiltrolion requirements S*N VERMAL CROSS SECnON 4 Ouhwing confiOwation see general notes. sheet I for'HVH]' water Infitrotion requiements a« BY. LFS a,,,,c ,b: n FL— c 4 a 7 c Q MASONRY J OPENING I 2X BUCK 7 lit HEAD MBS $ L ISO u 0 BUCK ANCHORING For DP r_ 48 PSF 6' 7 j MASONRY — TYP. HEAD — OPENING d. JAMBS FRAME 2X d MASONRY OPENING 2X BUCK—,,, W STRIKE JAMB FRAME ANCHORING HINGE JAMB Moson%2X buck construction for DP r_ 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be odjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to main to the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR-- ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE. ANCHOR' ITIN a 1/4- 1.1/4' 2' 4" TAPCON ELCO 1/4' 1.1/c 1' 4' ULTRACON wVCA xKew wa wuw yn nv.cs: I. Iddnroln o rrdrr nnn S/B'sdpe mstonce. 1' end dbrance. a I' oc. spoer+p of wood rise.% ro prevent rho Wif*V of wood. l WV 1 MASONRY TYP. HEAD OPENING 3 JAMBS = FRAME I—n C' h u0 2X BUCK RUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH B DEADBOLT DETAIL 1 1 FRAME ANCHORING Mosv2X buck construction for DP > rB PSF and DP <= 75PSF HINGE DETAIL rrrrri P a>no 11 11 N •: a U 5m! SrRxX 4 mau`E C= 3a N ( at CO E z u O o m CCU o 1 a XV p us: N.T.S. c er X m' c w: LFS ; urox: n0.: FL-15036.6 a xi A or 7 O MASONRY _ IYP. HEAL OPENING 3 JAMRS FRAME I BUCK STRIKE JAMS FRAME ANCHORING Mp pryy 1X buck conshmilon Fat DP c= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor bcowm at the comes may be adJusfed to maintain the mh edge distance to mortar joints. 2 Concrete anchor bcofbm noted as 'MAX. ON CENTER' must be odpated to maintain the min. edge detonce to mortar johb. oddiffand concrete anchor$ moy be r&gL*ed to ensue the MAX. ON CENTER-dhrensb n ore not exceeded. 3. Coruroto anchor tobb: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE ANCHOR ITN r Y iAtCON ITw srlc r t•1/rlACONe I 1. Maintain a rnhir um Sff edge distance. I•end dkfonce. 6 I• o c. spochg of wood screws to prevent the spEnhg of wood. 1 HINGE JAMS MASONRY OPENING FRAME 1 X BUCK F 1YP. SILL - FRAME ANCHORING Mosoroy 1 X buck construction Fa DP > 48 PSF and DP r_ TS PS` LATCH A DEADROLT DETAIL Ci g m 2lLn 2 W ir W U QI ty HINGE DETAIL G. er X m c rH LFS 3 FL-15036.6 " c v _L or 7 " G e moo); Qy',, ., 4S6' o F-- 2 36' --i s N .. gzA n W 19 20 /EAD t IDAsnD \ V, s e= ggo p 8 f1a 2.20' 1 T WZ F- 4.63' 1 0 j W n $ m$ SI RU A[E RESIOID I F!FW o 0Yo 30 L 1 r N N I z WITH W W Z rN,SElFAD1US11NGSADDLE REN ID N W d.W 2.36" NZ f uo 11o,n:02124112 °: scut. N.T.S S 39 NIGN WATER DAM IRESNOLD ore. BY: JK m' or. W. LFS ; oWMro e na. a n FL-15036.6 c stun 7 or 7 0 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /!'SHIM SPACE WOOD D 1 /4" X 2-3/4- PFH ElCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4' X 1-3/!' I1TN CONCRETE SCREW STEEL G 3/16' X 3.1/!'PFH 11W CONCRETE SCREW STEEL H 1 /4' x 3.1/4' PFH 111N CONCRETE SCREW STEEL I I /4" X 2-1 /4' PFH LAN CONCRETE SCREW STEEL J 1 /4" X 3/4' PFH 11TN CONCRETE SCREW STEEL K q 10 X 7' PFH WOOD SCREW STEEL L q8 X 2-1 /2" PFH WOOD SCREW 1.15'MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM B LONG REACH COMPRESSION WEATHER-STRIP 9 4' X 4"HINGE .097' THK. S 10 q 10 X 3/1' PFH WOOD SCREW HINGE TO FRAME STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.12 WOOD 21 KWIKSETDEADBOLT-SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 1 E= 600 PSI TMERMA-TRUYIELDSTRENGTHFy (MIN.) FIBERGLASS FIBERGLASS 42 TOP RAIL COMP. 43 uicH snLe wooD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ru. DENSITY POLYURETHANE R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B.0 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by 0,. Lyndon F. Schmidt, E 000Lyndon Signed & Sealed by F. Schmidt, P.E. o No 1113409 os M tr o STATE OF • (/j Ong A`,, Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evoluoted and is in compliance with the 61h Emotion (2017( Floddo Building Code FBC) structural requirements including the "High velocity Hurricane Zone' (HVHZ(. 2. Product anchors show be as fisted and spaced as shown on details. Anchor embedment to base motedol shag be beyond wall dressing or stucco. 3. When used to the HVHr this product Is required to be protected with on Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the HVHr'requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 a R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviote from the details of this drawing require further engineering analysis by a licensed engineer or registered orchitect. 7. Outswing configurations using coastal sill item 039 under active doors and oll sgls used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items R31 & R33 under the active door do not meet the water infiltration requirements for the imr. Inswing units shag be installed (in the "HVHZ"( only in non-hobftoble areas or of habitable locations protected by on overhang or canopy such that the ongle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET I DESCRIPTION I Typical eksvotions. design pressures LL general notes 2 Door panel defogs 3 Sidegte panel details d Gloelng detoll 4 Horizontal Cfadt sections 5 Verticol cross sections 6 Vertical cross sections 7 Buck and frame anchoring . 2X tuck mosorvy construction 8 Fame onchaing -)X buck mosorvy construction 9 BD of Moterials S Components a 1 53.13" MAX. OVERALL WIDTH --{ 3 z 3 O o b p A 0 SWING OVERALL . FRAME-;- DIMENSION DESIGN PRESSURE (PSF) WITHOUTSURFACE• _ BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSRIVE NEGATIVE INSWING S3.1r x 9B.D" 47,0 47,0 60,0 60,0 OUTSWING S3.1r x 96.5" 47,0 47,0 60,0 scut N.T.S. ft JK CM. or: LFS FL-15036.7 zr _L orj EXTERIOR 2 a 42 .. W •r o = a n ll * 111 `` o •1 n 2 C1 N • E z$zu INTERIOR \ $ H$ n 1 d 1 HORIZONTAL CROSS SECTION o = t XT MAX. 2 u DOOR PANEL WIDTH 1 N Y W EXTERIOR INTERIOR W N L- 1.41r Z 3 e C It r RAIL IJ LATtH m1E o 0 N N z P W W O 41 un 00 1.19' W 1.4r 10 DOOR ANEL = ° Note wood DOOR COmPOHM: OAK ISG >• 0.671 DM 02124112 i Solt: N.T.S. u NINGE SnIF Ib ROTIOM RAIL VERTICAL CROSS SECTION mw. Rr: JK o' n FL-15036.7 u S M OF O 13.7 PANI 7. D.L SD SIDE111E I NEL NOTE, WOOD SIDEUfE COMPONSM, PINE ISG » 0 421 NOTE: 1. Spocing for item 018 & 029 (lite frome screws) is os follows: From the bottom up on sides: 6.S'. w,lh 7) more spoced of 9.8W o.c. there ore (2) screws both top and bottom 2.13" in from each corner. S, SIDELIIE TOP t ITMRol EXTERIOR INTERIOR IORIIONTAL CROSS SEC11ON z Qt O" w Ha ri llll s`\ 0502 Z{ ST A yyyy ° L 9 CWpoaxin - V1 maa 14 e= 0EE d s GLASS vv aBITEzca MIN. 26 1 /2" MIN. o kSS THK. 2S GLASS THK. ZEXTERIOR12—S W au zW 1/Ir' 1/8'm 7 WuTEMPEREDTEMPEREDGrcom GLASS GLASS s EXTERIOR INTERIOR I AIR SPACE I AIR SPACE+ m EM TETEMPERED24GLBREDINTERIORGASSR GLAZINGDETAIL G I b N°Aoted gloss w/ pvc Lie home VERTICAL CROSS SECTION 3 4111111111111M 1-1 /4' MIN. i EMB. (IYP.) INTERIOR EXTERIOR I 0.1.7 CSINK C ITYP.) 1 HORIZONTAL CROSS SECTION 4 Ouhwing shown - Inswing ^ also approved d INTERIOR OTE: I. The sidefile is direct set into the jomb with (121 item MM 1#8 X 2 PFH wood screw). There ore (4 of eoch verlicol jomb from the lop down of 13.5'. 31". 48.S' b W. SEE N01 EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing conBgwotion EXTERIOR 4 HORIZONTAL CROSS SECTION q Inswing configuration 1-11r MIN INTER' EXTEF 5 HORIZONTAL CROSS SECTION 4 Shown w/1X sub buck INTERIOR EXTERIOF 3 HORIZONTAL CROSS SECTION q swop =d . insw+ng DE Z N•' C a Loin04 oil Wk Ud •: 9 if xD2 { m R L 9 C Wax0oL maa NW Cv1o_w r 0 1-1/4'MIN. EMB. (IYP.) s:02124112 i ILL N T.S. ° c 9r JK m C W. LFS 3 kom° NO.: 11 FL-15036.7 " 0 m -L or O om U3 l d INTERIOR c 1 VERTICAL CROSS SECTION 5 puMvinp srn - buv*v olso opproved 6 62 JIMTERII a e ii h nX:J n T O 8 Z q Y... J ^ O II11 11 N •: A E u •i{ E _$ •mW ID m a: 4 1. 2g Z od gg• 8 f1a Q O 0 c BY. JK m C. •r LFS 3 a»n wo.. a n FL-15036.7 c T1 -L or " 0 SO M tii SEE NOTE 1 c INTERIOR EXTERIOR eVERTICAL CROSS SECTION OkouhwkaPProred+ 9 shown . inswing o INTERIOR EXTERIOR SEE NOTE I f M—)` ogt e e 3 VERTICAL CROSS SECTION 6 OutswIMconligwation EXTERIOR SEE NOTE I C T INTERIOR S VERTICAL CROSS SECTION 6 Outwft confgwotion SEE NOTE 1 INTERIOR EXTERIOR 0 0• J1i 6a Z / R - 40 EA im0p CS § CW N • C OLL mods E Eo = 9ti 2 VERTICAL CROSS SECTION x z 6 Shown w/Ixsub4xxk o jN s NOTE: m 1. Anchors ass'y Ihru head and 01 of a' In Irom each comer end. G chi c nif I4 VERTICAL CROSS SECTION 6 Inswing confgwofion aL' N.T S. e m JK e L ° r. LFS i lwm MD -- FL- 15036.7 n 6 orb G 4" • . n d z77P SEE DETAIL 1to D ^ rrrt I it" ` g"Z 1MASONRY TYP. HEAD MASONRY TYP. HEAD o o • OPENING JAMBS gi { d OPENING 6 JAMBS ' cow 9onrc • mnn MULLION TYP. SHOWN FOR L FRAME REFERENCE ?d 2X BUCK ONLY J ? IE ` 3 O 2X BUCK 3 ISEEDETAIL2 liltTYP.- OSILLLAJ w I g mm BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Mosaw 2X buck conatnxllon >m z 63 s o0 V N N V 28 d c z A CONCRETE ANCHOR NOTES: JM OUTSWING W W y I. Concrete anchor locations of the comers may be odjusted to maintain the min. 64 m a edge distance to morlorjoints. INSWING 63 r 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to DETAIL I DETAIL i maintain the min. edge distance to mortar Joints, additional concrete anchors a mayberequiredtoensuretheMAX. ON CENTER" dimension are not exceeded. Attach sure boll Attach bolt 9 3. Concrete anchor table: stoke plate to home Stoke platteo tto otrhome JIAOUISWING os disown ( Oubwing) os drown IlmwbV) 10 e a n 6S 66 e INSWING 64 1C c ^ 27 _ Ni I. i DAM 02124112 i LATCH ADEADBOLTDETAIL 63 scALL N.T.S. e 63 HINGE DETAIL ' JK m DETAIL 2 DETAIL t oa. wt. LFS ; Attach surface boll Attach surface boll w " 4 ^ n 1. Maintain a minimum 5ff edge distance, 1' end distance, 3 1"o.c. spacing of strike plate o1 the threshold sinke plate of the Ihreshold FL-15036 7 0 awood screws to prevent the spitting of wood. (Ows+tire) (Inswing) sKa 7 a 0 d — ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMEM i0 MASONRY f0 ADJACENT EDGE. ANCHOR ITW e 1 4" Y 4" TAPCON ElCO e T 1" 1.1/4" 1' P ULTRACON 111N a B/T6' 1.1/4" 3' T•1/T TAPCON WOOD SCREW INSTALLATION NOTES: MASON OPENIh FRAA Ix r— 4 I I I I I SEE DETAIL I J J 1 TYP. HEAD & _ 3 JAMBS M TMP. E Il1CK I N F TYP. I SILL I SEE DETAIL 2 L STRIKE JAMB FRAME CONCRETE ANCHOR NOTES: IX buck conihuetion G 1. Comer. anchor locortons or the comers may be odJusted fo malnlaln the mbf. MOfOlryANCHORINGt edge dlsfonce to mortar Jolnh. 2. Concrete anchor locorlans noted aI ". ON CENTER' must be odJrored to maintain the mim edge dstance to mortar Jdnrs. oddrlkmol concrete anchors may be required to ensue the 'MAX. ON CENTER'dimensfat are riot exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN..CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY TO ADJACENT EDGE ANCHOR ITN r r TAPCON ITIN TA/CON• 3/lr 1.1/r r WOOD SCREW INSTALLATION NOTES: maintain ar<fonce, renddistance,s I•o.c.spocingof1. 5/8• edge wood screws to prevent the spitting of wood. I I 14 U O M d A 1 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL 1 Attach surface boll strike plate to home as shown IOuhwing) 65 66 i DETAIL 2 Attach suAoce bob stoke plate of the IMeshdd IOs tswhsg) HINGE DETAIL 63 64 DETAIL I Attach surface boll strike Bate to frame as down pnswing) M TV';5 DETAIL 2 Attach surloce boll stfike plate of the threshold u—+g) OL- N.T.S. c. I N. JK s W. LFS 1we MM: FL-15036.7 Ty a or 9 OF MATERIALS REM DESCRIPTION MATERIAL ITEM Q:' n C 41 z: O list 111 $.. g =° Z m ' $ so d s L e= Eo p Tn h g f ou a I K m0 c u n 55m Fz Z O Ona 1-- 12T 1 oo Ti 4.6r -I T9 20 HEAD A SIDEJomb Td OUISWING SIDEUTE lUMi FACE THRESHOLD LOW iRO ILE „ a 71 d 4.W 2SP r 2.iS e_ uju i 2.W I ^ a+ 02 24 12 i oo• .. -ilstore N.T.S. o71I: r -- - J o L 0.59" 4 I-- r --I I-- sr IT1 ewc. er LFS ; IASiIC UP L11E fRAME IS INSWING SIDEUTE 26 CUP ME SELF ADJUS71 G SADDLE 1HREHOLD ORWAG G 79 HIGH WA1ER DAM iHRESNOLD 2J flu — Pvc FL-15036.7 c sHm - or 9 O BILL DESCRIPTION Lst STEEL I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board orProressional Engineers Cenifecate orAulhorirvlion No. 9813 Product Category Sub Category Manufacturer Product Name Thorma 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 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 8 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508,01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o°'F• ` .),;R Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) .'` ' .•' G F Af S `; • •Syndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 4,3409 4. Quality Assurance •.!r ; Certificate of Participation issued by National Accreditation and Managemeiri Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and -9 '. ST:=T E OF V: Lyndon F. Schmidt, P.E. 0 • ,• FL PE No. 43409 Guide 53. ..n'••<` tr e Sheet 1 of 1 `-Iz$ -+n 10/16/2017 THERMANTRU' DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compfsonce with the 6th Edition (2017) Roddo Building Code FBC) structural requirements including the'High Velocity Husricone tone' (HVHI). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base moterbl sholl be beyond wall dressing or stucco. 3. When used in the HVHP this product is requked to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. when used in areas outside of the'Tmr requiring wind borne debts protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 S RM.21.2. S. For 2x stud framing construction, anchoring of these units shop be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 039 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHP. 8. Inswing configurations and outsw ing configurations using sill items 931 8 033 under the active door do not meet the water infiltration requirements for the 7HVHT. Inswing units shall be installed (n the'HVHP) only in non•hobitable areas or of hobitobfe locations protected by on overhang or canopy such that the ongte between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION T I elevations. design es 3 general notes Door panel detokMSidesfepaneldetails 3 Glaring detall Horizontal cross sections Vertical cross secliom Vertical cross sections Buck and frame onchatrng . 2X buck mow" construction 8I Frame anchoring .1 X buck mosoniy construction 9 1 BE of Motesials a Components 68.5 MAX. OVERALL WIDTH L5 z Z i O 4 rjOrj a O. J DIG D N N •; D a • 2 V rca mda SWING OVERALL - FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS• POSITIVE NEGATIVE POSITIVE ' NEGATIVE INSWING 69.5- x 98A- 47.0 47.0 60.0 60.0 OUTSWING 685, x 96.5- 47.0 47.0 60.0 60.0 sws: N.T.S. owe. er. JK aec IN. LFS FL-15036.8 n t or 9 EXTERIOR INTERIOR rl\ HORIZONTAL CROSS SECTION 36.0' MAX. DOOR PANEL WIDIN 2'*'\ 1.4r H T- ill 2 e r--1 1.4r NOV- WOOD DOOR C0MMWM: 0;,CDG"U?) l I k! 2 EXTERIOR zo; 8 9 -lzz ID IL IL z INTERIOR 2-'\ VERTICAL CROSS SECTION Q'll N T.S. rt. JK c. BY. LFS FL- 15036.8 0 a- 19.7 PANI 7. DA SO DR PANEL NOTE WOOD S1DEi1TE COMPONENTS: PINE 00 - 0.42) NOTE: 1. Spocing for Item 819 rl N29 pile frome screws) is os follows: From the bottom up on sides: 6.S, with 7) more spoced of 9.8W o.c. there ore (2) screws both top and bottom 2.13' in from eoch comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION MIN. ISS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8, TEMPERED GLASS INTERIOR iv I Il r-1.ST-- 17 SI SIDELITE TOP a AT/N. Ral cci.ct LAZING DETAIL s1 S1ttaAote OMW/ pvc Sts home MIN. ASS THK. iEMPERED GLASS EXTERIOR AIR SPACF 1/a, TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 n J n 0 to If It z vu mangy vi 1p aQ- O n W uC N.T.S. r" or. JK C. or: LFS mme MD.: FL- 15036.8 cr 3 or 9 II sl SEE NOTE 1 INTERIOR EXTERIOR I 0.15 F-- CSINK C fn'P•I 1 HORIZONTAL CROSS SECTION 4 Outswklg shown • DwMng oho approved 0.1.7 CSINK ITMP.) INTERIOR U 27 40 EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Outswing configuration 4 Outswing conwation M I SEE NOT I.1/P MIN_ INTERIOR n EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shownw/IKwb-buck P. one swerve is ovaut set into the jamb with 112) item PM 1a8 X T PFH wood screw). There ore (4) at each vertical jamb from the top down at 13.5. 31'. 48.5' & 66". KTERIOI JTERI01 eHORIZONTAL CROSS SECTION Inswing conligurailon scALS: N. T.S. Owe. BY. A m enK.lra LFS 3 S1 HORIZONTAL CROSS SECTION 4 J Inswing configurotlon FL-15036.8 c srm _L or 9 " O 1 VERTICAL CROSS SECTION 5 paoved ft by yy o n o11111uN•• o u •i x 5 C p f m LL6 e. w: JK c c. n LFS 3 rnC rro.: c n FL-15036.8 0 n 5 or 9 0 SO M r-i SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Oufswulg shown - ktiwAr>B Oleo Oppro Bd INTERIOR EXTERIOR SEE NOTE 1(M I TN VERDCAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 C 1 E INTERIOR S VER17CAL CROSS SECTION 6 Outswing conrgudtion r"- SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION d Shown w/1%sub-buck NOTE: I. Anchors oss-y thru head and Sill of 4' in from each corner end. 4 VERDCAL CROSS SECTION 6 Irmving conopuration c n n n O 11 u R n = n E$ zm°Zu pspi §poamrCNiRn4 u: N.T.S. 1 BY. JK o c. rrr: LFS ; Inc he, ° FL- *036 8 a a -k- or 9 G I MASONRY TYP. HEAD OPENING LL JAMBS SEE NOTE 1 2XBUCK MULLION SHOWN FOR REFERENCE ONLY RUCK ANCHORING Li O STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be adjusted to maintain the min. edge distance to mortor joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/ 4" 1-1/4• 2" 4' TAPCONoELCO 1/ 4" 1.1/4" 1" C ULTRA ON ITIN a 3/16• 1-1/4• 3" 1.1/2• TAPCON YYLJVU3L. KCW IMIALLA1Iyn PoVIC3. I. Maintain a minimum 5/8" edge distance, 1'end distance. d I' o.c. spacing of wood screws to prevent the sprrtting of wood. LATCH A DEADSOLT DETAIL 3' III MASONRY OPENING FRAME 4" T-- 1 r FV7SEE DETAIL I II11 V TYP. HEAD 6 JAMBS b TYP. 2X BUCK F TYP. SILL 1 I11 SEE DETAIL 2 FRAME ANCHORING mosonlY 2X buck const ucrion L I jy OUTSWING 63 L INSWING DETAIL Attach surfoce bolt strike plate to frame as shown (Outswing) jN OUTSWING 6S 66 INSWING - 63 DETAIL 2 Attach surface bob strike plate at the threshold Outswing) 1 HINGE JAMB 63 64 DETAIL I Attach surface boll hike plate to frame as shown Iftwing) 64 t o= DETAIL 2 Attach Surface bolt strike plate at the threshold Urk- ft) X' h Cb I lit N R.. p G V nEgmecoLlmdaLl r HINGE DETAIL FI„ F n e Mm_ a o- C a- Z o° T. 02124112 °z ILL N.T.S. i c. er: JK o LFS i wIe uo: e FL- 15036.8 cn nLor 9 MASON OPENIN S FRAb b Ix SEE DETAIL I TYP. HEAD a JAMBS Y s y) TYP. E 1 u 0 ILICK F TYP. N SILL I I I I I I S ' rSEE DETAIL 2 S STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck conthucNon a' 1. Concrete anchor bcoibm or the comers may be od/usted to molntoln the mill. S edge distance to martor/okrh. 2. Concrete onehar bcotbro noted as AAA1T. ON CENTER" must be odjWted to maintain the min. edge distance to molar JoMh, additional concrete anchors ma -MAXberequiredtoensrwetheXON CENTER' dknensbn are not exceeded. 3 Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT' TO MASONRY TO ADJACENT EDGE ANCHOR Flow TA CON• I1W TA CONO 3/1C 1.1/r r 1.1/r I. Malntoln o mWnwm S/8" edge dfstonce. I' end distance. A I' o.c. spocUsg of wood screws to prevent the spilling of wood. 31 1 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown IOuhwlne) 65 66 63 DETAIL 2 Attach surfoce bolt strike Poole of the tMeshold IOutswinD) 3. om g:s% o t1 N •; A p a 9 `o macro. ft Ez AfACFDETAII 63 64 DETAIL I Attach surface boll stoke plate to home as shown linswing) 64 63 DETAIL 2 Attach surfoce bolt strike pbte of the threshold Ihng) u; N.T.S. ee JK c n LFS 3 FL-15036.8 " c t* 8 rr 9 " a BIU OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1/4" X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP WE FRAME JPVCJ PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X 1-31,CITW CONCRETE SCREW STEEL 29 NB-10X i-I/TPLASCREW STEEL 1 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3.3/4" PFH IIW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K It 10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L k8 X 2-1 /T PFH WOOD SCREW 1.1 S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X T PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, RBERGLASS BY THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6.000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X C HINGE .09T THK STEEL 43 LATCH STILE WOOD 10 N 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE 14 1" L. X .040• DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP IL BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1/7' SURFACE BOLT SPACER STEEL 18 M6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25• THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1.3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 64 R 10 X 2-1 /7• PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 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 STEEL 2.17 dd F-- 2.w --i I T Ir 20HEAD R SIDFJamb 156'S9•— 2J6' [- 2 1.68' LT 0.53 --i i -- Sr NIGH WA1f DAM THRESHOLD j 2S Mom U UIE FRAME SMC 1 WING SIDEM 16 spasm F12. 1 r 69• -- j, at IS INSWING SIDEUIE S,.: CP Ao ` nf 9 0 NN LL V C gg O = p 8 n 2. 21E --1 R 21S R 1.68 sr LASiIW. CUFRAME26 vC F- 4.0 -; o i RUM FACE THRESHOLD LOW ROfllE 5. 75 LN. T.S. r - 1 Ln SELF ADJUSTING SADDLE 1HREHOID a a o_ c z am 02 21 12 cm I". FK clot W. LFS DluFLo 15 036.8 LIES i Or R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phonc $13.659.9197 Florida Board or Professional Engineers Cenificate of Authorization No. 9913 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 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 8 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) .gQt+r;;06:11ol Lyndon F. Schmidt, P.E. 4. Quality Assurance v .•.c••. r it Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is I'.: j E . • ti g manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. i.; t r ter : C!,• Lyndon F. Schmidt, P.E. FL PE No. 43409 sir^••( r- . .•"„.6b 10/16/2017 Sheet 1 of 1 i t',. • .......-•.yti TNERWIQIII I' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. Thls product has been evaluated and Is in compliance with the 6th Edition (2p17) Florida Building Code FBC) structural requirements including the "High Velocity Huntone lone' (HVHZ). 2. Product anchors shoo be as listed and spoced as shown on details. Anchor embedment to base material shoo be beyond woo dressing or stucco. 3. When used in the "HVHr this product 6 required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the wHt requiring wind borne debits protection this product Is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 B. R301.2.1.2. S. For 2x stud training construction, anchoring of these units sholl be the some as that shown for 2x buck mosonry constriction. 6. Site conditions that deviate from the detaos of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outwft configurations using coastal sill item #39 under active doors meet water infiltration requirements for'NVHT. S. Inswing configurations and outswing configurations using sire Items R31 d #33 under the active door do not meet the water infiltration requirements for the't1VHP. Inswing units shoo be Installed (in the 1iVHZj only in non -habitable areas or of habitable locotfons protected by on overhang or canopy such that the angle between the edge of canopy or overhang to Sol is less than 45 degrees. TABLE Of CONTENA SHEET# DESCRIPTION I iy*ol elevotiom, design pressures Is general notes 2 Door panel defoos 3 Horizontal crass sections 4 Vertical cross sections 5 Buck onchorfng 6 Frome anchoring • 2X buck masonry construdiOn 7 Frame anchoring - 1 X buck mosonry construction 8 Ashagol detaos 9 Bill of Motedoh 3 Components SWING OVERALL FRAME DIMENSION - DESIGN PRESSURE (PSF) - WITHOUT SURFACE BOLTS - WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE ' NEGATIVE INSWING 74.5" x 98.0' 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 IWAII: N.T.S. o a n. JK aK n: LFS FL-15036.9 t:r 1 or 9 EXTERIOR43 Jor 42 V"cpn Z o INTERIOR 46 A$; Q go i$Zu d T HORIZONTAL CROSS SECTION D . o Z a 36MAX. 1T' 2 gg 8 3n DOOR PANEL WIDTH EXTERIOR INTERIOR m a s3( r T. 1F I Lc ti d Ib m L 0 2 TOr tun a uTCH m1f lA e P p p WWO St 41 en IaLt.•v' I, t DO R PANEL L ClDnk dOH 13-1a a p- O E i NOTE: WOW DOOR COMPONEMS: OM V. &671 T11 y' tr x O o Z L1 N _ I RAII o. rz:02124112 i V L N.T.S. HINGELEasVERTICALCROSSSECTIONowc. W JK m zp«. or. LFS ; omwx • o • a FL- 15036.9 0 L Of 9 O" gSHMd 1 2 EMB. ItYP.) 4 4 j- C A L,:_ w Elm 20 v. S i9 i,Y gLpII 8 LJ N •• o 21 40 7 A o pp°uzgZmeWOd INTERIOR m¢ m' n°°' a` 3 0 3 o 3 `_ 3 8 d 3 C 17 3 R EXTERIOR 10 N' c'„{ 9 10 a 3 61 E m N = 4 HORIZONTAL CROSS SEC110N c 7 d IN. EMB.PYP.) MB.II 4 S 3 shownw/IxsuDbutk EMB .(1YP.) I 0 C o.ts o.ts C Z• • MINK MINK — s ti 20 20 w V N N g 8 8 e 7 40 1 7 40 7 a o INTERIOR INTERIOR zwdo NT. 10 EXTERIOR 13 EXTERIOR 10 K a>z. 02 2 t 21.0 B 10 40 L 40 10 9 B swF: N.T.S. 9927 E E awc. W. JK m' CXK. Yr LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION W&• a 3 Out ,Mrg - Inswing 3 • Ig 3 Ong FL-15036.9pp,hdf% ft 3 or 9oSKO li I V19 INTERIOR 1 VERTICAL CROSS SECTION 4 oho vc • + B m v M —r psi \\\\ i„t=1r;_ p Pool rot 1, n •: o 010Euzm u n. s xi mu s 2 er. A n: LFS o c na: FL-15036.9 n or itSt R p ' It t 8 .: _ TYP. HEAD aE e z u C 0)CW 6 JAMBS tX 5 ? a MASONRY f° r ° L OPENING u i ASTRAGAL$ SHOWN FOR IH REFERENCE 2X BUCK ONLY aaopo 55m n eSe Z_ CONCRETE ANCHOR NOTES: 1. Concrete anchor bcotbns of the comers may be odjusted to molntoln the m6+. BUCK ANCHORING edge distance to mortor)oInts. a 2. Concrete anchor locations noted as IMAX. ON CENTER' mutt be ocWed to maintain the min. edge distance to morfor Joints. additional concrete anchors - moy be required to ensure Me 'MAX. ON CENTER' dimenslon ore not exceeded. 3. Concrete anchor table: c o O Z u en:02 24 12 i WALE N.T.S. e is r er JK m as IN. LFS i nuwle w, FL-15036.9 n1. edge wood =&" to txswnt the SP4ahC of rood SKIT 5 or O ANCHOR 09 ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE • 512E EMBEDMENT TO MASONRY TO ADJACENT.' EDGE ANCHOR tTw o T/a. T•T/d" T e• TAPCON ELCO ULTRACON woos scatty aalulAllat ao1ES: MaY+ta61 o nithvm,i/B' Ebttmca 1'au+d dbtancs. t I'at 1poCNp W T.S' I I 1 SEE DETAIL MASONRY — TYP. HEAD OPENING & JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY 2X BUCK N SEEDETAIL tsr• SILL 1 FRAME ANCHORING M-7 2X buck conshucNonforDP <e r8 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to mafnfofn the min. edge distance to mortor Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortorjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a 1/4" 1•T/4" 2" 4" TAPCON ITW TAPCONa 3/16" 1•lp" r I nWY 1.RCn ITV II LV IIVn nylLu. I. Maintain a mk*num S/8" edge dstonce. I' end dstonce. d I' o.c. spockv of wood screws to prevent the wliffing of wood. Ci: T LsQE.Z. rPJJJ... Z C' y p n SEE DETAIL _ to rrrrrr * hhh >%,\\ a a t12.. 0 o i{ OPENINGMT d, JAMBS — (X ,Q, c g e Pdn ASTRAGAL " SHOWN FOR — I tq I _ FRAME REFERENCE 4 Ly n ONLY _ V ]c O lit 2X BUCK — F — A N SEEDET 1 SILL w R FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 5 m for DP > 48 PSF and DP - 6" L 2 63 9 . K N Ir o p c hnZ W _ 10 1D n W Ri1 DEVIL I DETAR L ! Attoch osf Topppapllsudace bolt Attach oshogpooUstsfoce bolt 28 S s1Ake pbTes to home stoke pb es to home L HINGE DETAIL _ as shown (Outswktp) as shows (rrr+6) u . 63 6S 66 64 ' am 02124112 i 27 srALL: N.T.S. 63 • or. JK m DETAIL E DETAIL 2 0«. N. LFS o Attach surface bolt Attach surface bolt LATCH t DEADBOLT DETAIL FL- t 5036.9sbhePbofthethresholdstokeplateatthethreshold IOutswing) prwAftl — AL or - a R st V, a T SEE DETAIL MASONRYttP. HEAD OPENING b JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY _ UO Ix BUCK F SEE DETAIL TMP' SILL 1 1 11 I I I FRAME ANCHORING Ma I X buck corstnscllon lol DP <./8 PSF L r ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the Comers may be odjusfed to maintain the min. edge distance to morfor Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be od)usted to maintain the mi*x edge distance to mortar Joists, additional Concrete anchors may be required to ensue the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor foble: ANCHOR ANCHOR MIN. _ MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR . ITW T/1• T•I/A• r P TAPCON ITW 3/1"T•1/!• rTAPCON rrWU L.RCn 11`I IALLAlIV1 I 19VIG. 1. Maintain a minimum 5/8" edge distance, )"end distance. d 1"o.c. spacing of wood screws to prevent the splitting of wood. 7s r II I I SEE DETAIL MASONRY• TYP. HEAD OPENING _ a JAMBS ASTRAGAL SHOWN FOR — FRAME REFERENCE ONLY _ O IX BUCK — F SEE DETAIL TYP. SILL = G 67 63 DETAIL 1 Attach astragal/Surface bolt thrice plates to from as shown )Outs4*V) 63 65 fib DETAIL 2 Attach PAoce DOB Mike plate of the Iheshold Outswinp) FRAME ANCHORING Mosorvy IX buek Corstnrction for DP > 48 PSF aM DP m WPSF P 63 l 64 DETAR 1 Attach astw surface boll s1Ace plate to frame as shown P-*ft) 63 DETAIL 2 Attach surface boll stoke plate of the threshold Inrwu+g) 00 * It it Z of E $:{ 9 L mnL bc m I gg G WIJI nl a HINGE JAMB LATCH A DEADSOLT DETAIL rC N.T.S. ert JK I. of. LFS IWMC lo: FL-15036.9 r 7 or _ n A L 7 0 [ W 95.25 m I. ti s° a o:u' 1898' -{ - IB.38' 20.63' 18S ---{- 11.38' r I I I; ;IO 13 TYP. c TYP. TYP 13 WN' aNNQmIxOr4s 3• 25 ' u u 0.78' 1.91' 00 W W Z SEE NOTE 1:T-14-0.w SS C 1 A G I C c NOTE: 0.a:02 24112 = S Sc-- N.T.S. 91. THE ASTRAGAL BOLT HAS A r THROW AT THE TOP AND owe. It JK oTHEBOTTOM. 2 CHK I+. LFS i muwwe No.: I H FL-15036.9 e san -6- m 9 " O OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1 /4" X 23/4" PFH ELCO OR LAN CONCRETE SCREW STEEL E MASONRY • 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 1-3/4' 111N CONCRETE SCREW STEEL 0 2-. o i a: o o0 ri I II 1= 4 NEADiSI i+ 560L19t0jolft14 V= 4 F-- 2.20 --1IE1 IM T 4.6T St m a SI !U 1 A EMRESNOLDLOWIROFlLE o J I O c CL 5.75 -I 3 NN zccZ ELF AD/ SUNG SADDLE iNREI OID ' 6 0 n I, I, 4.56 2.W ^ n r c a-i17 u a><:02 24 12 i I Sc-L N.T.S ° IIGN WA)ER DAM THRESHOLD owe n JK o' F oec Tt LFS ; muroc wo_ c FL-15036.9 2 G c SMR a • O BILL rK t O d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico, Ft. 33595 Phone 813.659,9197 Florida Board or Proressional Engineers Cmificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterioorr Do 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermal Tru Corporation based on Rule Chapter No. 61G20-3, 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) ottl° t:t5713q,r. Lyndon F. Schmidt, 9 Signed & Sealed by P.E. 3. Calculations Prepared by v " (• 4 + Anchoring RW Building Consultants, Inc. (CA #9813) `c°r '.•'`G i'J S•, siyLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. too i3nD9 ; r4. Quality Assurance — Certificate of Participation issued by National Accreditation and Managemer.4 Institute, certifying that Thermal Tru Corporation is manufacturing products = 'O : _ Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and p'• S i .1'= C y FL PE No. 43409 Guide 53. . .e• n = •.,0 10/16/2017 Sheet 1 of 1 't` •. f! •''fir`• 'a bl10194ri tDlf. 007 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in complionce with the 6th Edition (2DI7) Florida Building Code FBC) stnlcturol requirements including the'Nigh velocity Hurricane lone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shop be beyond wag dressing or stucco. 3. When used In the HVHr this product Is required to be protected with on impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the "HVIIr requiring wind bome debris protection this product •s required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item R39 under active doors and all silts used under sidelites meet water infiltration requirements for "HVHT. B. Inswing configurations and outswing configurot:ons using sill items 031 & R33 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shag be installed (in the'14VM only in non•hobitoble areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE Of COME as SHEET # DESCRIPTION 1 Typical elevation. design pressures d general notes 2 Door panel defogs 3 Sktelite ponel detotX b GkukV detoll 4 Horizontal cross sections S Vertical cross section 6 venicol cross sections 7 Buck and frame oncnodng - 2X buck mosorvy construction B Home onchaing . 1 X buck masonry construction 9 Astragal details to Bill of Mofedols & Components 105.5" MAX. OVERALL FRAME WIDTH SL z O m_ IU lu IU o0 O I; gX.- A, W>.; 8 R oN•• iyS 9 o N OLZ aa u V O SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS . POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 105.S" x 9B.0" 47.0 47.0 60.0 60.0 OUTSWING 10S.S" x 96.5" 47.0 47.0 60.0 60.0 2 owe• owl.,JK Cos. m. LFS FL —15036 10 n I or 10 46 ; ZEXTERIOR * • O 0". lee sun 1*1 ` o Simi c+qnl 1 «.. v o p= INTERIOR 46 $ B `§ § o `ma m y': md`a liEO _C 1 HORI20MAL CROSS SECTION o 96.0'MAX. DOOR PANEL VADTM 2 EXTERIOR INTERIOR z W a L r- 1.4r O 2 It TO RAIL 4U M SOLE N N W WMl O DOORaoANELIJLA10Clnsskh13-1ODDO0: a i 1. !. . NOV-WOOR COMPONENTS: OAK rSG> 0.u) T `j 45 ` Z u2 o. rc• 02124112 i 11 MINCE STIlE IS lOTIOM RAII stet. N.T.S. 2 VERTICAL CROSS SECTION D WC m. ,1K m' 2 elm rf. LFS 3 ovwwc - 0: Q n FL- 15036.10 c sKri _ L or la " O 9 13.7 PANT 7. D1 SO SIDELIIE ANEL NOTE: WOOD SIOMCOMPONENTS: PINE ISG>=0.421 NOTE: 1. Spocing for item # 18 & 029 (life [tome strews) is os follows: From the bottom up on sides: 6.5". with 7) more spoced of 9.88' o.c. there ore (2) screws both top and bottom 2.13" in from eoch comer. SI S0EE___UIE IaBTMRo EXTERIOR INTERIOR IORIIONTAI CROSS SECTION MIN. ASS THK. EXTERIOR I/e" TEMPERED GLASS AIR SPACE I/8" TEMPERED GLASS INTERIOR S GLASS BITE GI GLAZING DETAIL Sr"'.0 dponW/ pvc Ste home IIT MIN. GLASS THK. IAr TEMPERED GLASS EXTERIOR AIR SPACE 1/8" TEMPERED GLASS i V'• O``ii ZPII r rrl It ri i c 0sR A i$zu 4jjE79 on mria C ffC= INTERIOR r2-* N VERTICAL CROSS SECTION 3 11 Sh1 1 162 W i 2 N — Z 00 rz: 02124112 i N. T.S. ° i ti R. JK e x rm LFS ; Arm6 NO: e N FL- 15O36. i O c cry -, L or 10 S S SEE NOTE 1 D 4 21 n C-- T 61 of 3 4 4 4 Outswirg shown • inswb+8 also approved S 4 3 6 6 6 NOTE: 1. The sideGte is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There ore 14) at each vertical jamb from the top down at 13 5 31". 48.5" d 66. INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outsw Or • i v." also approved 3 4 S 11S 5 S 3 HORIZONTAL CROSS SEMN WOutswing conrgurolion OTE 1 INTERIOR 4 EXTERIOR ierrrnl11l S HORIZONTAL CROSS SEMN 4 Shownw/Ixsubbuck EXTER101 INTERIOF rri n and r`€ 64 Ew Zr ti C p 9 C WS3 E 14E , 0 4 HORIZONTAL CROSS SECTION k,±j Irw*ftconroLmhon tt• 02124112 A: N. T. S. C. or: A IX. of. LFS W" No.: FL- t 5036. j 0 U T9 y z INTERIOR 1 VEIMCAL CROSS SECTION a a d ram: et yy I^ S _9 pcc4 H=m m 0 6 4n 6ZGat o D V rt: 02 2412 1 ALL'ALL' N.T.S. 0 w• sr A m' z. et LFS 3 A-M NO: C N FL- 15036. 10 c cn _L or 10 0 1pM y 6 SO djt SEE NOTE 1 INTERIOR EXTERIOR T VERTICAL CROSS SECTION 6 o ko pot • u+swin9 VERTICAL CROSS SECTION SECTION 6 Outswb+g configwotion IL Lj EXTERIOR SEE NOTE I C 33 1 F u7 INTERIOR 5 VERTICAL CROSS SECTION 6 Ouvwinp confipuratbn SEE NOTE 1 INTERIOR MVIA EXTERIOR 2 VERTICAL CROSS SECTION 6 Shonmw/Ix.b4..k NOTE: I. Anchors aSSIV tivu hood and SAI of Pin from eoch corner end. 4 VERTICAL CROSS SECTION 6 bowing con6purotion Ln W 3Ln Y N aN uS• N.T.S. is ft A m F. LFS urure Mu. FL-15036.10 w 6 a 10 v11 TYP. HEAD MASONRY a JAMBS OPENING 2X ir71-1 = SIRAGAL AND MULUONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morforjoints. 2. Concrete anchor Locations noted as MAX. ON CENTER' must be odjusted to maintain the min. edge distance to morfor joints, additional concrete anchors My be required to ensure the 'MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw T/ 1• 1•T/1' 2' 1- TA CON ELCO T/ d' T•1/P 1' P ULTRACON ITW TAPCON WLJULr Nt KCrr IN31ALLAIKAy 1VLAC4; I. Maintain o minimum 5/8' edge distance, I • end distance, a I' o.c. spacing of wood screws to prevent the splifting of wood. MASONRY OPENING FRAME 2X BUCKS ASTRAGAL STRIKE JAMB L O I LlilIF Attach ashoaaUsurfoce bolt strike plates to home as shown (Outswutg) 63 6S 66 DETAIL 2 Attach surface bolf strhe plate at the threshold Ouhwktg) I I Jul' I IEE D L 1• TYP. HEAD a JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N F TYP. SILL SEE DETAIL 2• II I ETAIL to O FRAME ANCHORING HINGE JAMB Masonry 2X buCk ConttNCtlan 2 63 DETAIL I AHOCh osttoga t oloce boll sift plates to home as shown Pwwh g) 64 63 DETAIL 2 Attach surface boll stoke plate at the threshold Pnswing) 28 L 27 LATCH A DEADSOLT DETAIL HINGE DETAIL e. N: JK K. W. LF'S Ong + n: rL- 15036.10 W L a,IM i F a d 7S 6. I I I I I I I11 1 IT 11 SEE DETAIL 1' 7YP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. Slll I SEE DETAIL I 7 I I I I I I I I I I T MASONS OPENING FRAME - IX BUCK 1 L i HINGE JAMB ASTRAGAL STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Mosonty IX buck conshucVon 1. Concrete anchor IocoWns of the canners may be odJusted to molntoln the mkn. edge dtstonCo to matorldnls. 2. Concrete anchor kncaRom noted os MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortor)olnts, additional concrete anchor mw be reaulred to enure the MAX. ON CENTER• &menslon ore not exceeded. 64 63 66 R--f3. Concrete anchor table: o \ FOffAft 64 2 DETAIL 2 DETAIL 1 WOOD SCREW INSTALLATION NOTES: stAle Attach pla e of the threshold Attach o fthe t bell AttOch OShag p fLAOa bolt stoke plate at the threshold sttfke plaT 1. Maintain o mWmum 5/8• edge distance. I' end distance. a 1' o.c. spacing of l+o) loutswlno) as shown (inswing) wood screws to prevent the spitting of wood. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY. TO ADJACENT EDGE ANCHOR nW . T/P I•I/P r P TAPCON 11W TAPCONe 16' 1•I/P r T•I/2' 28 T27 LATCH A DEADSOLT DETAIL HINGE DETAIL Attache"WVsufoce bollplatestofrom as shown (Outswtng) C. 111. JK It. n. LFS WM WO.: FL- 15036.10 EIT - or 10 I03 1 SEE NOTE I $ i-- o w 4 0 4 -- 0.13' AMUL DETAILDETAIL NOTE: 1. THE ASTRAGAL BOLT HAS A 3-THROW AT THE TOP AND THE BOTTOM. 16 yT oc. VP A OL or. LFS tlwm wo_ FL-15036.10 IM 9 OF 10 O 1 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780) STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX.1/4' SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME SMC) PVC D 1/S' X 2.3/4' PFH ELCO CONCRETE SCREW STEEL 24 1/4' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LIFE FRAME PVC PVC F 1 /4' X 13/4' ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16' X 3.1/4' PFH OW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1/4' X 2.1/4" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.0MM SCREW STEEL J 1/4" X 33/4" PFH 11W CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD L B8 X 2-1 /Y' PFH WOOD SCREW 11.1 S MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M R8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 114" X 23/4' PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125' MIN. THK. FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6.00D PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD B LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 P X P HINGE .09T THK. STEEL 45 BOTTOM RAIL COMP. 10 R 10 X 3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE I 1 3/8' X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 12 010 X 131C PFH WOOD SCREW STEEL 51 SIDEUTE TOP S BOTTOM RAIL COMP. 13 A 10 X 1-1 /T PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1' L. X .040' DIA. BRAD TRIM NAIL STEEL 60 1/4' SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT #454 8.D' L. X .25' THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1/4-20 SEX BOLT W/ 1 /4.20 FEMALE END X 131C L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 N6.1 B X 1-31C PFH SCREW STEEL 64 10 X 2-11T PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 6S 311 or X 2-1/P PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB (PINEI SG >= 0.42 WOOD 66 3/16' X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-31C PFH ITW CONCRETE SCREW STEEL I d I1 2.W --I-T 819 20 NEAD A SIDE 2.59 2J6' hc LO SJ' --± -- S9 IGN W 1E DAM iNRESMOID -T nASTX U Ulf FRAME smc 2.12--1 d F I NG SIDEUIESIDEUIE I6 FI 2.1r 69 ij L -T A TIS IN G SIDE sp- 51 4 r— i Tj 4 SMAERNOWU 2 5.75 SEIF AOJUSIING SADDLE immomtq 1 JK as n. US FL-15036.10 4a 1 a 1 1/2/2018 Florida Building Code Online F f1 SCIS Home I Log In I User Registration I Mot Topics I Submit Surcharge I Stats & Facts V1 r eP.Product Approval USER:ER:PuPublic User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Aoplication Status Aporoved Camrn-:n;; Arcmi+: : Authorized Signature iw• Technical Representative t • Address/Phone/Email Z.jdlity Assur3nc: Reor=•;•:'i-3tive Addre::s/Pnone/Em31l Brent Sitlinger bsltlinger'Pmiwd.com Caa;ory Exterior Doors Suoc37.:9ory Sliding Exterior Door Assemblies Method _ •. ._;. i ?.`r: t `-')m 3 Flo Pe / . •r, 1 or a Lic-. Fiori.:a Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architec', Name who developed the Luis Roberto Lomas Evaluation Report i Florida License PE-52514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2027 Date Pending FBC Approval 08/15/2027 https://www.ftoridabuilding.org/pr/pr_app_dtl. aspx?param--wGEVXQYADgtH8572gvd Wldku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 v• Date Approved Florida Building Code Online 10/10/2017 Summary of PT6d U cts Ta FL it 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 FLIS332 R4 Il 08-DOSOOE.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 IQr&ptgjLbyjpdmendrnt_Dird.Fa 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD NX O, XX 96'x80"'NON REINFORCED oarw-d for uw , tj tnr v!.•t ....: .. Jrl ur,&: J- . .. ., I. - REINFORCED I Installation Instructions v !,,e-?- .7,: P fry: i!.; J, ._.... JK.. , JAI! iJ',/• AX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.Ddf Approved for use outside HVHZ: Y-es Verified By: Luis Roberto Lomas 62514 Impact Rvai.tant: NO Created ')y Independent Third Party: Yes Design Pr assure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 512968C.odf J'1"lU%1 SGI! ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" > ilnitti •. •+.•+ Installation Instructions unr•)o. d ter a%r, in HVHZ: . ,' ` Z4 II OR-02 49r Approved for use outside HVHZ: Yes I Verified By: Luis Roberto Lomas 62514ImpactResistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation ReportsOther: R!:F!_:t DOCUMENT FOR DESIGN PRESSURE . EL _S117 Ra AE 512959C.Ddf RATINGS Crea;ld by Independent Third Party: Yes r,nv.•,...f _ i .rro ,...r.,..r.l."... `.1.J._J 'l:t.'.r.,.-' J REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 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 FLIS332 R4 11 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.0df 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 FLIS332 R4 II 08-00503E-0df 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 510808D.Ddf 15332.8, SERIES 430/440 ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD_X_XX 143"x80" NOW, REINFORCED, Limits of Use Installation Instructions 1/5/2018 Flo a it g MAMA tApprroved fo•use in HVHZ. No FLI5332 R4 II 08-00502E.odf tApproved forluse-outside HVHZ Yes Verified By: Luis. Rob'ertd4Lomas 62514 mpact,Reslstant,'.No Created by Independent Tfiird-.P,arty: Yes esgn:PressureN/A aw Evaluation Reports the ,REFER TO,APPROVAL'JDOCUMENT.FOR DESIGN•PRESSURE, FLW32-R4 AE 510809D`odfAlwNGSCreatedby'Independeri[,Thi;d Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 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 FLI5332 R4 AE 510810D.odf r `"`r'• RATINGS Created by Independent Third Party: Yes a • "1- rdl+h !. •.•.. F! 31 : ! ! a"2^":.$.2-S•{: • 1974 u• . •! • .,<r ^n ul r :,;,r 1. • you do not wis 1 Il..:n • .!, nl s al•: ' a -1.: ,7uolic. r) I:, ••nl m, / H! ire a lieen! r haptar 45.1 . F.S.. pleas•: .lt<'_ v'o.luct Apyrnv.11 4cC:OtC: Credit Card Safe https://fioridabuilding.org/pr/pi app_Otl.aspx?param=wGEVXQwtDgtHB572gvdWldku3BmvbCOTFy%21AGnRwpRXRfEB7u42Zdg%3d%3d 3/3 r,ry: aTc AAPIIOK9 03/.05/12 R.L. II?r.r:C 10/29/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH r: wSIALLATIONS 12/06/13 R.L. REOUIREMENTS OF THE FLORIDA BUILDING CODE. OETMLS 07/30/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND NICHOREO TO 1`140 : t OCIAILS 06/20/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPFNING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT G.,c 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 AINC1!u.. CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM.6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT 114 w 1.0 u_• .:: DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. SHIM ..:.L,,L SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE : W. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER :HAJ,, 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENCTH/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. !r .:..It ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENCIH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" M:Nlf.W-A EOCE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE f10 SMS OR SELF ORILLIUG SCkE9rS WIN SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOn n•LL_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHAD. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTN SPECIFIED SELO.1. 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, CRADE N, TYPE 1 (Ok Citt-:G•) SIGNED: 062012017 0. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063—TS .048' PACK Mu,,..us1 LGRETLLC luur/115. APPROVED CONFIGURATIONS: 0%. XO, X%, XP, PX, %IP, PAX. R- tQ r••GENBF'f1P 51 KCEO pATAYO OF ; 4u- TABLE OF C.:.IENT$ Atv c •'OlOR10*• ' SHEET NO. oc--^ PTION E 0 NOTES f„, w: Nli its OF t0 Al1 aG```` fill 2 - 3 ELEVATIONS 1 '-• _• r _ Ac?"M Luis R. Lomas P.E. 4 — 10 INSTALLATION DETAILS tarn FL No.: 62514 FI HI 6' MAX 96- MAX FRAME WIDTH SEE CHART 13ER LOCATION FOR NUMBER OF LOCATIONS REOUIREO 17' rMAX I 6" MAX 17' mm O.C. O X Io- T AX IIM Lx SERIES 420 SGD EXfEROR NEW DESIGN PRESSURE RATING OWPACT RATING 40.OPSF NONE SEECHARTS O1 AND 92 FOR OTHER UNITS RATINGS NOTES' 1. A01XlmU.W PANEL SIZE.,48 ur•r79' 2 AL"WLAWO.L.O.:44Srx74SW 1C+ r. .N WTC NPIODYm 03/05/12 R.L. r O Rt•.. . 1ESw.0 10/29/13 R.L i C AL FL: u:STµLATIONS 12/06/13 R.L 0 RE. . .: J.JN OET,JLS 07/30/15 R.L E Rr.:c... , ,,.LCN OETAIIS 06/20/17 R.L 7. 6` IAAX J: t70 00 nv; /Jag C.-Ltff . f...a.or F.acw '-. : P-1:N.J 1. ..:V .. Ifni I.l JJ 0 f _ JL.O ., „ Jf1.0 M _ 7Zo Nt 96.0 11 FIAT MOl1NTE0 HINDLE SET (PART 69944-$45) LOCATEO 35 3W ON CENTER FROMPA\EL 6 IC0TTOa1NETALITANDEMROLLERS (PART 4MI7.195) AT EACH ENO OF PANEL BOTTOM RAO.S MOM LLC SIGNED: 0& 20/2017 CRAT2. r•• pENy.F.'Ji i SERIF: p 5 .n X 80 ... rl'EU Elt , OTATE OF t owc Nv RN 0R10T;?`• uc — Sb E OHA1IE G` 1 02/ 23/ . , 1-- 2 OF 10 LF0" L Luis R. Lomas P.E. t FL NFL No.: 6251 6' MAX 1 6' MN 17- MAl( O.C. rMAXAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIOTH 1) ANCHOR PER LOCATION AT HEAD E1 JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REOUIREO 1T MAX r — 6- MAX G.G. I ' Ci, VfT i, r1J,A 5,0 A 470 Y, w 0 h!3 Iz0 sw4 1 II'..0JJR,L111$ l lrL MS$ 1iIRD H_S lG.O a i7 SERIES 420 SGO EXTERIOR viewANANCHORS PER LCCAi.,;', AT SILL DESIGN PRESSURE RATING IMPACTRAnNG SEE CHART 14 Fort NUM6,Fi OF 140. OPSF NONE LOCATONS AFOUIREO SEE CHARTS /1 ANO 2 SHEET2 FOR OTHER UNTTS RATINGS NOTES: 1. MAXV4UM PANEL SQE:45 1/P x 79' 2. MAXIIJUMO.L0.:445/Yx7451r MAROWARESCNEDULE HANDLE SET (PART 89944.145) LOCATED 35 316' ON CENTER FROM PANEL 60T701.1 EA1 ROLLERS (PART 199.1T•195) AT EACH ENO OF PANEL 60TTOD1 RNL9 r•,• o31i Arolnsso 03/ 05/12 R.L cSTIr: C 10/29/13 R.L. INStAUATIONS 12/06/13 R.L. r. OLETAILS 07/30/15 R.L. r. OLTA9.5 05/20/17 1 R.L. IS LLC 1 ' " 3 OF 10 nlU1. .: rr SIGNED. M20/2017 It E ` SF'J' clr 61 9TATE OF •Jr ORA„ E`` Luis R. Lomas P.K. FL No.: 62514 WOOD FRAMING OR 2X BUCK By OTHERS 010 WOOD SCREW 0 WOOD SCREW WOOD FRAMING OR 2X BUCK By OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBI ENT 1/4' MAX. SHIM SPACE EXTERIOR 11 11 I i i t INTERIOR NOTES: I. INTERIOR AND EXTERIOR FINISHES By OTHERS NOT SNOUM FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TOBE OESIGNEO IN ACCORDANCE 1VITH ASTAI E2112 I MIN. EDGE ..NCE E SET IN APPROVED SEALANT MIN. MENT MIN. STANCE 110 St• _,. I• WOOD OR 2X I... A BY 01" •5 Ji A49 INSTAL I svCC_ FRAMINGCA- Ajol.v ; tx A a. 02/25 REWSIDICS TON are APPO 0 03/05/12 R.L ONG 10/29/13 R.L 0 INSTALLATIONS 12/06/13 R.L. ar DETAILS 07/30/15 R.L 0 DETAILS 06/20/17 R.L tRIOR r SIGNED: 06120,2017 AS llC ttf ll li1OxEET t CEO r AILS a13 TATE OF a989 E S zoNAIt` Luis R. Lomas P.E. 1 OF 10 yQ, FL No.: 62514 1/2' MIN. METAL -- r COCE DISTANCE STRUCTURE BY OTHERS 010 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4, MAX. SKIM SPACE WS OR DRIWNG q INTERIOR ILL TO BE SET 1,11 1 BED OF OPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATION NOTES. 8. WTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOY.WFOR CLARITY. I PERNETER AND JOWr SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 IcwgoNs AN "" c"...- DATE APPROVED Al 03/ 05/12 R.L. a R.. -- C10/29/13 R.L. C A-' It' TALLATIONS 12/06/13 R.L. 0 At.. 07/ 30/15 R.L. L-4. 0CFAILS 08/20/17 R.L. 1/4" :4 f 10 SP. 9 OR SELF 0.*,:LLI1IC AS LLC j tACET IS OF 1; tic 27= SIGNED. 0612012017 NQ E N a 5 TAY% M 0, 10 R lot, j1111 IN ON11111% 0WE \ PLuis R. Lomas P. E. FL No.: 625iA 1 1/2' MIN 1• MIN. SEPARATION EDGE DISTANCE I( t 1 1/4• MIN. i• EMBEDMENT CONCRETE/ MASONRY 1 /4. 1.lAX. BY OTHERS SHIM SPACE OPTIONAL IX BVCK TO BE PROPERLY SECURED SEE NOTE 3 bTSHEET1 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT A. 1 1/4• MIN. EMBEDMENT I^ SEPARATION EDGE' DISTANCE VERTICAL CROSS SECTION CONCRETF,IMASONRYWSTALIAWN DATE APPF40 m AXE0 ; •.. 03/05/12 R.L. f,MSCI, r.. . ,.. 1Eo-ttNG 10/29/13 RL 00EO i+.•+..,a :v rut INSTALLATIONS 12/06/13 R.L. a;dw .,ai .•,-10:+ DETAILS 07/30/I5 ILL 1 1/4' Atlit, OET+YLS 06/20/17 1 ILL. 1 y INTERIOR SEPARIATIOtt ,----- -- 1 EXTERIOR ONCRETE/aLtSOt,t:r —• BY 091C.AS OFT10aAL Ix BUCK . + :INSTALLATIONDETAIL 10 UE PROPENL+ .t71EIx1.tSONRYINSTALLATION SECVI.: . SEE r101E 3 SHLt! NOT: - I. N. RAND EXTERii S. DY CA"w.: NOI : IN FOR GURU rERANDJOIrlt JE:.. W ACCOgOAt. MI NS Arx L . AS LLC tST MANr,CI :IkEET hn17. i-A 11. •. CkIES a:v t!O NON—kLINIORCED INSTALLATIOt: +.ETAILS oamN+: u.c n•0. F.A. 08-00498 saruc NTS i 23/09 • ccr6 OF 111 a.r+C77tt27 Ill..ii.. 6y1 ,Asn. _ .,,,.cam SIGNED: OsrW017 1R IL 0 /,' i ENSF9`P s. 0 70IAC1E`\ Luis R. Lornes P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 10 FRAMING 2 2x BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCXGYSTALLATR7N NOTES: I. INIERXMANO EXTERIOR FINISHES. BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIME7ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE K7THAS7ME2112 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEOMENT 1 /4' AV:S. 7 SHIM SPACE 110 WOOD SCREW INTERIOR na rJ{kb 7N Imo:• ____ dl 11:STALUJ13KS hf..•. .... LLWL!i FtC.c.... ,.,,r+ OEIAILS 1MR MPIIOYCD 03/05/12 RL. 12/06/13 R.L. 07/30/15 RA. 06/20/17 Rl EA:t wi.m S -ACE EDGE plo woc1 _1• tic... e -!_ _. • 'L1 E SET IN 1 APPROVED SEALANT / OR .A .. MIN. RENT MIN. uxrc uISTANCE ti J. IS INSTALI 1% OE 00WS .' I.l.0 WEST T GRAT7 . SERIE •. x 80- ... KCEu E INSI... IAILS CIIAYN: F.A 0,•C n.. • va98 cut ha . 02/23/.. 7 OF to LROSE- xoFOa. C?= Mi+-am J,. an SIGNED: 064"017 1R!I I01i i GENS•iP 4 0 51 ••*= E OF oF•:clOR1aT:•?: NA 11? G`. Luis R. Lomas P.E. FL No.: 62514 1/2' MIN EDGE DISTANCE METAL STRUCTURE By OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4* LIAX. SHIM SPACE 1/4- 110 SMS OR SELF DRILLING SCREW 1/2" MiN. LOGE Ol3rANCE INTERIOR 'Mif 10 SU.S OR SELF ORILU G ScKE:S iILL TO BE SET i: k BED OF - . rAL kPPROVED SEALANT STR0.u;..JRE ByERS 1/2' MIN. VERTICAL CROSS SECTIONEDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISNES. BY OTHERS. NOT SNOWNFOR CLARITY. I PERIMETER AND JOINT SEALANTSY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 FOrlms CATE APPROVED 03/ 05/12 R.L. t. W TESTING 10/29/13 ILL. A140 FIX INSTALLATIONS 12/06/13 FLL OETAILS 07/30/15 R.t- TION DETAILS 06/20/17 R.L, JAMB INS 1. METAL SIGNED: 0612WO 17 AS LLC SSNtillitill/l/ BEET to f1l 41veENO po, a 09c '.. I, v-..:JORCED ll, Z*,IA,LI..I. UETAILS F. A.I TE fjc—UQ498 NTS Pl ONAL j"' F8 OF 10 c" Lulls R. Lomas P.E. FL No.: 62514 1 1/2• MIN 1• MIN, SEPARATION EDGE DISTANCE EMBEDMENT CONCRETE/ ' I MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 14 BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/1r TAPCON EXTERIOR LL-U LL-I INTERIOR SILL TO BE SET IN A BED OF 3/16• TAPCON APPROVED SEALArIr MASONRY/ CONCRETE BY OTHERS 6. 1 1/4' MIN. EMBEDMENT 2 7/8• MIN 1• MIV. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCREMMASONRYWSTALLATOV EMdr::ll.:Er:r • I Z-cco Cl..Ar, r-- RE RSED p-R I . TESRNG RODEO fa-. L .j FIN INSTALLATONS REMSEO u..... •.AR OETALS CASED n•_... bat OETAILS 1. I I ..,CE m:a. I— Cr . L'.iTh1.L'E uwyati. — 7 a MIN SEPARATION-- 3/16, . 1.Jn e_IICRETE/M:,JnRY J BY —1.ERZ M1E APPROVEO 03/05/12 R.L ta/29/13 R.L. 12/06/13 R.L. 07/30/15 R.L 06/20/17 R.L INTERIOR 1 INSTALLATION DETAIL OPI+:I:AL 1X BUCK LTEA"SONRYWSTALL WN TU dE PROPERLY SECURED SEE NOTE 3 SHEET 1 I.Ir.1... r.OEXTE& S.BYOTnE1. , NOT :r+ FOR Ctil.. tRArJ0JO1.•.. 1 ae0Tn£n: .0-E OES .— W ACCORDAf, ATM E31 r. SIGNED: 06/20/2017 Ni. IEST MARKL. KATZ. PA EETLLC J`S ittI.L 9s! 1, GENS; SERIES 420 61 vriz NON-N: I INSTALLATI, IETAILS y 0: io•AAiO 0.A S0198E NTS Y/23/09 1"19 OF 10 1 aoseRTolau..r. jr0A0 RO lf:vey. .. t. A7"?7Q27 Luis R. Lomas P.E. QJ07 Abm%:• w.own FL No.: 62514 WOOD FRAMING .,{ _ T/4- MAX BY OTHERS II SHIM SPACE B WOOD SCREW INTERIOR 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE RDOW LATE AaMlOrm AODC%, ..L 03/05/12 R.L. 6 R^:.::., r I::TnO 10/29/13 R.L. Cr. r -.0 rill ItMALLATIONS 12/06/13 R.L. 0 RCnSCU ., •. ,nM: OE AILS 07/30/15 R.L. ' j E RENSCu OCTAILS 06/20/17 R.L. TRIIA j r 1NTER10, . 1 M.At cf/CONCRETE - JAMB INSTALLATION DETAIL BY OTHEn: WOW FAAAUNGOA2K8WKN3uLLAlrON META: STRUCTURE N mc-4. BY OTHERSJX STRIPAPPROVEDFITR111BEHIND INpFINN O!l1 1/4- M. \ 8 WOOD CREW EMBEDMENT WOOD BY DHFRAIAr, 1G ERS INTERIOR 4 ¢ E-.! — r. 1 1/ 4- MIN. EMBEDMENT 1X BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16- TAPCON PANEL INTERLOCK II..L .• r' INSTALLATION 1 /4 MAX. HOOK STRIP 1 _ r%.CONCRETTE SHIM SPACE I17 SELF DR,It,.. 7/16- MIN, — SL•iEY/ EDGE OISTANCE P. EL EXTERIOR wwk J 1:, iRLOCK HOOK STRIP :': 1.1LLATIOPI METAL :. 1,..: I u,(E EXTERIOR INTERIOR 2A GVCK OR EDCE L,TAI:CE WOOD FRAMING Cr O" IERS TRIM 3/ e- MII;. AEI NOOWS A;._ _.,ORS LLC VERTICAL CROSS SECTION INTERIOR 0 WEST MA.0 . N s rREET W000 FRAMM OR 2X BUCK WSTALLA TOW GRATZ. P,. I I L.O eiSEOMENT FORSILLINSTALLATIONSEESHEETS4A. SERIES a2., Su0 HOOK STRIP ." X 80" NOrr-. eaxORCEO 0 WOOD FIN 3 HOOK INST.,.1:,IION DETAILS NOTES: AND EXTERIOR FINISHES. BY OTHER-% REW C .. ir: I.INTERIOR rrEL F. A. Z-OOA98 E N . EXTERIORC/LOCR PER11V TERANDJOINTPER4IIETEAANOJOINTSEALAINTBYOTlfERS70BEFNTS j iif 02/23/09 (' 10 OF 10 DESIGNED INACCOAOA/ CEWRHASflNE2112 HOOK STRIP INSTALLATION lROeExIL ••C. 2XBUCK4v000F".nNG 000Foa n ac_7o3 SIGNED: 0620/ 20N7 J , . • , v GEN$ F'J1G o St•*= P E OF *- O : sv ZZ Luis R. Lomas P.E. FL NO.: 6251A a. NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY w,1,1 REOUIREMENTS OF THE FLORIDA BUILDING COOS. 2. WOOD FRAMING AND MASONRY OPENING TO BE OESIGNED AAU ANCHORED TO PK, E•.., 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 I, SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR IaEl4EietinF.. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIL11) OF THE ARCHITc,:I ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN TIIC DESIGN OF THE Pine. -,:I SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCN.. CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-175. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN w1no BCRcE DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SII.1.1 r.rI:RE SPACE OF 1/I6- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STAG. TO 9E 1/4-, 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQJAL OR GREATER II1.1. 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a 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. TE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LtANCTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EUCE 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 OETmm 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 trl SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STREt,CItl SPECIFIED BELO,%. A. WOOD — MINIMUM SPECIFIC GRAVITY OF Ge0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. CRAOr- N. TYPE 1 (0,t r•t..tlkjD. METAL STRUCTURE: STEEL ISGA. 33KSI OR ALUMINUM 6063-T5 .048' THICK IS. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP. PIX 2 - 3 4 — 10 NOTES ELEVATIONS TABLE OF CONTENTS OESMPTION RCV4WRS art NnmKo 0 FIN ImSTALtATION 12/10/13 Rl. TiON OETAILS 08/03/15 R.L. n: ..:.. .. ., ...DON DETAILS 06/21/17 R.L. AS LLC SIGNEO: 06,21/2017 1 nt..n•.. .nEET J S ,' 0qf/// F SERIES 42,, r vIt:.. .. IHOUT ADAPTER g-*• NOIES O- AOR10T; •?: ALv V.L SCA" c- .249 C NTS 13 1- . •, I OF 10 1/11111111j 11 A`` LU13 R. Lomas P.E. cam FL No.: 62514 I F1 HI 6' MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX O.C. 1 6' MAX 17' MAX O.C. 16' T— LAX AME IGHT 6- MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RAW I AWPACTRAIVO 135.OPSF NONE SEE CHARTS it AND /2 FOR OTHER UNITS RATINGS NOTES: 1. . AIAXIMUM PANEL SIZE. 48 I/r x Sr 2. MAX/MUTAO.L0.:4.1Slrx9051D' HARDWARE ON CENTER FROM ENO OF PANEL GOT REWFORCEMENT lY :.M1.'Iw7M A _.t_ ..o..v.v Ftv 1.4STALLAIJON 0ETNLS C ........ ,TO; 0ETNLS tvnERE1VA1_.71hi . rRA1 .. 6' MAX OJ.O J. ,. I :? 40.0 96.0 40.0 1 .9.6 1 40.0 tWIZ-AEViATER IHFatRATXr:..t,.:1..C: S£ EN07: R wro 920 52.4 :;:.a 45.4 ; a- I :„ CHART n HnmDororanaAor Poe. Dona JJuUW Fmnu 5doo PJiud:oc 14W F.:':.Ln (.., Have 70.0 36.2 _ r :-- In) 60.0 72.0 His 8L0 a u 5 4 Z'•c— 88. 0 J 6 5 920 J 6 S o c c c 96. 0 J 6 iiz LLC c J WEST n:•... ..nt11 Ca:. 12, n• ... SERIES , 0 rtEu.l I,.. , ...I IIOUT ADAPTER 1 R c 177y IV/.Or 1: OF 10 we AFPROKI) 12/ 10/13 RA. 08/ 03/15 R.L. 06/ 21/17 ILL. SIGNED: 06,2112017 N i1" Oi'6Ji5yt OR vol" "A' Luis R. Lomas P.E. FL No.: 62514 e 4 FR HE FLATMOUNTEO METALLIC TANO 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART aA FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX I r O.C. I '- MAX 6' MAX 17' MAX Q.C. 6' — AX W1E GMT 6' MA)f RrAsad SUFF11011 O.RPrww t:0 FlN IrMAL ATION 12/10/13 RA. LL410N DETAILS 08/03/15 R.L. it. noN 0ETxLS 06/21/17 R.L roJliS: t"tm IZE: 4d l AU{Ah%v- . .. • se' . . CK, .. . N ..Cho,. •11-1roquin F,=, 1 w7tu ' f • _ MO.. 42.0 720 d4.0 Na: sS J.sTl J.MI da.0 c c 6 JQ.O s c 6 d 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCkliouS DESIGN PRESSURE RATING I lAcpACrRAT1rrG REQUIRED t35.OPSF AA nE SIGNED: 0&21/20T7 1 )ORS ltlll' 0LARTSVANDr2SHEEr2MROTHERuNiTSRAnrvGSSEE STREET C o'' 1.30 t',' NGEN0,-" s SERIES .. .0 WITHOUT ADAPTER c 5 •tt= irOF ARESCItEDYIE U..- d9 C i/S70NALtEa 145) AT 26 Sld' ON CENTER FROMPAHEI BOTTOM NTS 1 : _ . _ 3 OF 10 19S)ATEACH ENO OFPANEL BOTTOM RAIIS I . AaShE' LYIs R. Lomas aas sPP.E. A68)ATAI.LPANEL INTERLOCKS_ E.AC270'J fl No.: 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" M!N. EMBIMCNTOR2XSUCK BY OTHERS 1/4- Mo. SHIM 10 WOOD SPACE. SCREW 010 WOOD SCREW WOOD FRAMING OR 2x SUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SEC77ON WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTEROR AND EXTERIOR JRNZHES, BY 07NEfM NOT SHOWN FOR CLARITY. 2. PEAIMETFR AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTJW E2 I r2 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. r-rIT IN. LWUL v, AACE I lu w000 SCREW WOOD FRAMING Ut SA BtCK ji OTHLKS EXTE A71ONDErAlL t Wif,'SrALLATION CAIX AFPRWK0 12/10/13 R.L 08/03/15 R.L 06/21/17 R.L INTERIOR SIGNED: 062112017 flE, . .0E LLC JA%RK-1 SI`RtCl S R.Lo N/ 11 5*. TiCt - d—irb,;UY ADAPTER o 51olAlAieOF 7cRev w, A , kOR%Ol iN6 1 or 10 Luis R. Lames P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE rDISTANCE 0 r SHIM SPACE 110 SMS OR SELF ORILUNC SCREW EXTERIOR I! 11 • II II INTER10R SILL TO BE SET IN A 6EO OF APFi0VEU SEALANT DO SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUC UREINSTALUTION NOTES. I. INTERIOR AND EXTERM FINISHES. BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS 709E DESIGNED IN ACCORDANCE WITH AS7111 E2112 Rnaaora rRI INSTALLATION OEUILS yde CETNLS I -X 1/2- IaN. ELtic Or]TaICE 110 SIDS OR SELF Ln.au:C T liErrS at l.ltiE12 INTERIOR EXTERIOR w1t M.ROKO 12/10/13 R.L 08/03/15 RL 05/21/17 R.L. INSTALLATION DETAIL STRUCTUREINSTALLATION I-'- .. , t00VIS vl<S lLC WES1 MAr.: KEET CRAT'L, rA SERIES a. L;0 REIr:ruK.. 11r10UT ADAPTER SC" A 1E INSi..LL..s JETAILS N.1— l a 9 His t OF 10 ai.J4Ln.. ra...,.. Z,7= SIGNED. OWWO 0 5 ••#= TATE OF . - Z01RtOV. G\ Sl0NA1( 1E Luis R. Lomas P.E. FL No.: 6251A 1 1/2' MIN SEPARATION 1' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONNCC RONRY a BY OTHERS 1/4- MAX. r SHIM SFACE OPTIONAL 1% BUCK TO BE a •n. PROPERLY c-:c SECURED dICE SEE NOTE 3 i SHEET 1 I 3/16' TAPCON EXTERIOR INTERIOR SILL TO BE S=T IN A BED OF APPROVED SEX -ANT 3/16• TAPCON MASONRY/ 0"'IIG1. IA CONCRETE 70 -_ BY OTHERS SEE NOi: r+.:. T f:S. a 1 1/4, MIN. EMBEDMENT SA4 "' a• • r 2 7/8- MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEnuASONRYINSTALIA77ON At SI= ATION 12/10/1 R.L. 00/03/15 R.L• 06/21/17 1 R.L INTERIOR a-D II I EXTERIOR IPi 5'l'ALLATION OETAIL L.•IASONRYINSTALLATION SIGNED: m21/2w LLC ``NttllllN/i GEfvs 9s,. 1 ADAPTER f*• 4TAi?Pl 0 C s10NAitSa` vF 10 Luls R. Lomas P.E. FL No.: 62514 WO00 FRAMING OR 2X BUCK I BY OTHERS EXTERIOR 1/2• MW. EDGE DISTANCE I1 3%S" MI,V. EMBEONENr 1/4• MAX. SHIM SPACE 10 WOOD SCREWS INTERIOR rO BE SET IN OF 3VEO SCAL ANT a10 WOOD SCREW WO00 FRAMING ORBY OTHERS MIN. VENT Wv uN.MbC VERTICAL CROSS SECTION WOOD FRAMING OR 2X BACK INSTALLATION NOTES: I. INTEMOR AND EXTERIOR FINISHES. BYOTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANTBY OTHERS Tom OESIGNEO IN ACCOROANCE WITH ASTI/ E2112 T--'I- 1/2- IIN, ! 7 iCCL DISTAUCE 1 1 r ! yam• y . WOOL` r WOOD FRAMING J OR 2X BUCK oY OTHER' acrISIOra Ar•S Of u:SAUAT*N 12/10/13 RL nl LIFILS 05/03/15 R.L LCIAIS 06/21/17 R.L INTERIOR 1---------- EXTERIOR of, DETAIL Alt,,, SrALLA TION j ET LLC SIGNED: 06/21aO17 ft- r` rO//v ile•: ;.. ..•.•11IUT ADAPTER 0 § :Arm IAILS OF 10 Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS DO SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EOGE OISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INVAUATION NOTES. I. INTERIOR AND EXTERIOR FINiSHES. BY OTHERS, NOT SHOWWFOR CLARITY. 2 PERIMETER AND JOINT SEALANT OV OTHERS TO BE DESIGNED INACCORDANCE KIrMASnWF-2112 1/4- MAX. SHIM SPACE 10 SMS OR SELF ORILLING SCREW INTERIOR l TO BE SET IN BED OF PROVED SEALANT k, VNts GATC APPMUM A 12/ 10/13 R.L. ac. 08/ 03/ 15 R.L 06/21/ 17 R.I. lio nal SELF I;. Ll I I 071OR NAIL I SIGNED: M112017 U c 0%IIIIIIII,/ WE,- CKA, c r S It L 0 F SERIES 4- 0 ktJ n. L;APTER g* a 95 .14 F GE In -- A TAYPKF O"+t. AlO N ONA" tNTSvI' Luis R. Lomas P.E. S5409 FL No.. 62514 1 I•/2" MIN. 1' MIN. SEPARATION EDGE OISTANCE 1 1 /4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OP110NAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16' TAPCON EXTERIOR LU LJ INTERIOR SILL TO BE SET IN. A BED OF 3/16' TAPCON APPROVED SEALANT BYCONHERS CONCRETE 1 1/4' MIN. a.. • ' EMBEOMEM 2 7/8' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION C4ACRETE-AWNRYWSTALIATIQN i T',,,• 1 i 3crtv.IlOn i CONCRETE/MA U` SY C:r E,•8 1: rtr OPTIONAL IA bUCK TO BE PA. rtr.LY iCunE SEE NOTE 3 SJE_T 1 1.1rc!&• J . Oc . ;d. C< . v.r,. pgTL 4pp110yEp 1 .• u+:r.YlAT10N 11/10/13 RA 08/03/15 R.L. 11xu 06/21/17 R.L. INTERIOR ram EXTERIOR lnra 111.1TA' LATION DETAIL c1A9pNAYwSTA1UTfON SIGNED. 06 2111017 LLC GENS Vx. 11111—UT ADAPTER fry I0 5 •x= m o FS : ,ZoR10r -,\ 10NA 11EN\X OF 10 Lu13 R. Lomas P.E. e.. FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN g6 WOOD SCREW 1/4' MAX SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL K'OOD FRAMING OR 2X BUC,{ INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4' MIN. e8 WOOD EMBEDMENT WOODSCREWFRAMING _ I BY OTHERS INTERIOR TRIM \ \- _ i 1/4• MAX. \I ' / 1 .'. NII7. 7/16' MIN SHIM SPACE / E. EDGE DISTANCE,— —r HOOK Sw a a A 000 EXTERIOR INTERIOR EXTERIOR J ` PA' L wrEk_t,:r. VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. WE APPROM T,71: 12/10/13 RA. 05/03/15 R.1. U4/21/17 R.L. 1 1/4' MIN, EMBEDMENT I yC 1x BUCK BY OTHERS, Ix BUCK TO BE PROPERLY SECURED L ,/ 1 y- PANEL INTERLOCK it nON 1/2' MIN. EDGE DISTANCE b 10 SELF DRILLING r SCREW I PANEL J INTERLOCK r• ,'7'ALLATION SIGNEO: 06121,2017AJ.,.. s:c NOTES: 1, INTERIOR AND EXTERIOR FINIytIES, a 1 !f ILHS NOT SHOWN FOR Cti.RIr/, I PERIMETER AND tU,:: r SEALANT aY Gm&js I., aE DESIGNED IN ACCOA0ANCE WITHAST'.I _i I!-', I ... . ... : ..... L LC `'p1111II111j O SERIES 424 I Ifk *- 0 61 •,t NAIL17a, 13E OF I .. i rll ^'• I _, , v C 0NA,1E V` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITri REOUIREMENTS OF THE FLORIOl1 BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPEh.1 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 6UCK IS NOT USED OISSWILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4..ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cds1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL; EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN MIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM :lrrEKE SPACE OF 1/16- OR GREATER OCCURS. MIVdMUM ALLOWABLE SHIM STACK TO GE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOLAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE Q10 1000 SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCALE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WTTH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SIAS 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 JHALL 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 3A92 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR CREAIErc; 0. METAL STRUCTURE: STEEL IN& 33KSI OR ALUMINUM 6063-T5 .048" THICK MIrIIMUM 15. APPROVED CONFIGURATIONS- XIX. TABLE OF CONTENTS DESCRIPTION NOTES ELEVATION au....1• arc APROYM 03/08/12 R.L. e .. 10/15/13 R.L. 12/06/13 R.L. 1 _ 08/05/15 R.L. r 06/22/17 RL DOOR', LLC SIGMED. OM22/20T7 0;%IIIIAAAA/iL / 51 I STRt c 1 1050 J\? :t • ?1 r 9 : TATE OF , REw 0 - mlOR1C* \.. ONALS AP rF. Le...:.... Lu13 R. L*ma3 P.E. 09aas r„x. FL No.: 6251 A 6- MAX 17 MAX 80' O.C. MAX T_ RAMC i EIGHT L 6' MAX I 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED SERIES 430 XIX SGD OfrERM VIEW DESIGN PRESSURE RATING IMPACTRATWG 00.OPSF NONE SEE CNARTS 91 AND i2 FOR 071WR UNITS RATINGS NOTES. 1. MAXOAUM PANEL SIZE., 40 1,7 x 7r 2. ALAXINUMO.LO.:AL3r4.x 7438' HARDWARE SCHEDULE FLAT MOUNTED NANOLE SET (9984-145) AT 36 3N• FROAPANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.1951 AT EACH ENO OF PANEL BOTTOM RAILS Ic VC/17 w/u/t3 1 td/Jb/t3 06/05/15 UL ... - 06/22/17 AMINO ILL. R.L. R.L. R.L. RL F7Tl LAiI 1L. Ffu. u. rkiyl.. J. 0 G n) I Pua , 90.0 54f •. L• J un. L 1/Vr l 7J. 0 HSa'} 1 1 L J •y zJ MI . SIGNED. M22/2017 4ifi i GEN$ FS• o 511 eJrv44 2• yt ITATT OF - O • A, E S ONA Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X SUCK 1 3/6- tmm EbABE MENT BY OTHERS 1/4- MAX. IaSHIM 10 WOOD SPACE SCREW EXTERIOR II I 1 11 It II II INTERIOR SET IN APPROVED 110 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS MIN. RENT VERTICAL CROSS SECTION WOOD FRAWNG OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEAL4NT BY OrNERS TO BE MOONED IN ACCORDANCE MTN ASTM E2112 auA"ROVED 03/08/12 RA. 10/15/13 R.L. 12/06/13_ R.L 06/05/15 R.L. L EIabEOlaELI 4 t 1/2- MIN. EDCE OiISTXXE 110 WOOD SCRCW EXTERIO,;.' WOOD FRAMING _TAILOR2XSUCKc- BY OTHERS .,.TILLATiOX I _ tic SIGNED: 0612212017 04, 10Q0PO4FYeST 7F_ OR F.A. ISCAU P/04WE: 0 HTS L ci 9 01111110\ A COAwj. Luis R. Lomas P.E. FL No.: 62514 L 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS p Q Q r SHIM SPACE 110 SMS OR SELF ORILLINC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 2", MIN EOC 01STANCE VERTICAL CROSS SECTION METAL STRUCTURE XSrALLA TION NOTES: I. INTERIOR,WO EXTERIOR KNISHES. BY OTHERS, NOT SNowv TOR CLARITY. 2 PEAIMETERANOJOIN TSEALAMBYOTHERS TOBE OESIGNEO IN ACCORDANCE N7TH ASTM Eli 12 10 SMS OR SELF ORILLINC SCREW INTERIOR L TO BE SET IN 9EO OF APPROVEO 1LANT 1/ i' . EOCE :... Aum q10 S! A VK SELF ORk. Lu+C t nuu.... i • STku I : BY OTr. L. S ` tat . ,:/aE/ 12 1V/ts/ 13 u 1:/ 05/13 1 llj I OG/ 22/ W ft to 41 CElvs'•T` P Go 5 • to may'; STATE OF :, 0.- Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN I' MIN. SEPARATION EDGE DISTANCE 1 1/4- MIN 1 1/4' EMSEOVEt.7. EMBEO.IAENr CONCRETE/ MASONRY BY OTHERS OPTIONAL Ix SUCK EOCE TO BE IDISTAtICE ;j: PROPERLY — I - SECURED 1/4" MAX. iiiiii SEE NOTE 3 SHIM SPACE SHEET I 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS SEPAR Ilwl I EXTERIOR INTERIOR 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT Q.TC APPROVID 0'.'/Ot/12 R.L. W/15/13 R.L. 12/04;/13 R.L. CO/07/15 R.L. 06/22/17 R.L. CONCRETE/MASOrIRY t-PTIL.. UUce. BY OTHERS j cc :hLf I lMIN. pEMBEDMENT L2 7/8- MIN. 1" MIN. ti.4t SEPARATIONEOCE DISTANCE VERTICAL CROSS SECTION 00hTAETE4WASOAWY JAISTALLATOV M tic, - LEI._;. NOIi. DEz ACCZ.— SIGNED: 06IZ2017 A LLC r % eL: 0 2 7p 4TA P4; 0. It OF N- Luis R. Lomas P.E. FL No.: 62514 i 1/2" MIN. EDGE OISTANCE I 1 3/8" min. WOOD FRAMING OR 2X BUCK EMBEQM.Liir BY OTHERS SHIM III) WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING j OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11. 11INTERIOR CVYC vlalM%.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOKPI FOR CLARITY. 2. PERIMETER AND JOWT SEALANTBY OTHERS TO BE DESIGNED W ACOORIIANCE WITH ASTM 62112 SET IN APPROVED I 3/a" AC141. EMbcUME1.l 1. .: t r— 1I — EOC£ 01.1,—L i 1 if 10 WOOU SLk& I iIII1 WOOD FWtaiC J OR 'A ct,,A Br U ut:•S au 03/06/12 R.4 10/15/13 R.L 12/06/13 R.L. Od/05/15 R.L. SIGNED: 0B22M 17 11 jio 5 ST((,AT rrE OF ; t v s10NAt 23; c vl 9 11111111 Luis R. Lomas P.E. FL No.: 62514 2- JAN EDGE O=CE METAL STRUCTURE By OTHERS 1/4' MAX. SHIM SPACE 110 SMS SELF ORILI Sc METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATION NOTES: 1. INTERIOR AND EXTERIOR RNMES, BY OTNEFA NOT SHOWN FOR CLARITY. I PERWETER AND JOWT SeALANTSY OTHERS TO SE OES'GNE0 AN ACCORDANCE 144TH ASTIW E2112 110 SMS OR SELF ORIWNC SCREW INTERIOR L TO BE SET IN X0 OF APPROVED QANT WA zw- EOM! D-STA J10 st-At' OR SELF UA I.It! L STRV-:-': By APPIRWO SICNED: 0612212017 ft L 0ET ell, 0 NACE Luis R. Lomas P.E. FL No.: 6251A 1 1/2' MIN. 1" U.N. CONCRETE/ SEPARATION EDGE OIST.NCE MASONRY BY OTHERS i' 1 1/4" rdlr!• EMul larr:: . EMBEOMENI t OPT18 NALIxUCK U'r TO BE PROPERLY SECURED 1/4' MAX. SEE NOTE 3 SHIM SPACESHEET1 f 3/16' TAPCOI: IrSrPAR:TION ` EXTERIOR INTERIOR r Io TAPCG•I — I . 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS SILL TO 6E 5L r m A BEO OF APPROVED I ' SEALANT f, , N HE HE/MASONfreCONCRETE J BY OTKEWS G,rAliI11V1Y VERTICAL CROSS SECTION CONCRETE/MAWNRY INSTAUATION 1 1/4' MIN. EMS,M. NI 1" M114. EDGE OISTANCE avncvl _ wrc rvao 03/06/12 RL icsmiO 10/15/13 RL STALL ATIONS 12/06/13 RL ATION OtTNLS 08/05/15 R.L DON OCTNLS 06/22/17 R.L S1 • 1 8m rrON DETAIL i INSTAL ATION SIGNED: 061M 17 R II` ' b. eET J``J\5 ORCEO— ETAILS ATAliiyOF 502 E NAE G OF9NI" 70' 3 Luis R. Lomas P.E. 0, FL No.: 6251 A 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP ---' 11 4- MIN. DMENT lx BUCK Br OTHERS. 1X TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 114AS0NRYA;ONCRETE 1/2' MIN. EDGE DISTANCE INTERIOR TRIM ' 1 3/8, MIN. EMBEDMENT HOOK STRIP a SCR WOOD SCREWEWW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKAVOOD PRAWNS on O6/ 12 Rfl•,... .f ,.,..5 _ _ Oti/22/1) TRIr.1 -1 . 1 t^:TcR 11 CR. r'AVC _ frNlSr ALA . CST 1 k iES STD gip% STATE OF 0i f'4ORo'l, S L "i/S'ONA11Ea 1. /23/Uj Leis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACIJ.LJ 10 CLLIrLI n,Ll REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING Tp BE OESIGNEO A -j %•)-C:I ,REU Tv h,..• . r TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MAtSJ'•' ',.•C.I,'.v L L RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECL,', _ 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1) :•L.K IS hJ1 L:•EJ DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPRO':% II,;; Gr+ :,Lt vt .: SELECTION OF COATING OR MEMBRANE IS THE RESPONSIy_ II .: I.,_ . ENGINEER OF RECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN I_ L- S,CII 01 1 E I, SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS I vR ,:,,, , _ CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH S:.=ci a CL'.SS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR T,1,1, rm-juCl IT, :.;r+ l d, •• „ DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAO UL;'RuIG SHIM. SI' + SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLLOt•:AL?_C wim SiACrc TO 6L 1, . 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS E. V l OR GRWE., IH... I u ,. NOT REOUIRE WATER INFILTRATION, RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVoR ANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 01. N, LD 12ziCt S h1T1 SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEO.,_1 ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OL-r-IS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCvt.: r,rTn SUrr:_,ir:! • TO ACHIEVE A 1 1/4" MINIMUM EMBEOMENT INTO SUBSTRidi ..III I" GII „t.IJ,4 t. .t DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 1N'-".SLAIIOI: Ut: kLS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING 5CREIVS SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTER.Ok r..._L LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATrO:, UETAIL S. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE r:irtl ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORI :—Ls wir aE t,SEO J, SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SI,.Lj,:I,I SPCCIFIEU IELfAWOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.19.: !•_, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, C--V-L I:, 11NE I fuR ..00. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-1! .040' T:uCt, MI.:., IAdLE OF CG, , NOTES - EtEvA' IOrI ` - INS4uLATION t1k--I:J15 LIESE:0 Jr:S cla: an AAvaCM 03/06/12 R.L 4 TESRt+C 10/15/13 R.L STALLATIO+aS 12/06/13 R.L. tr.rroa OFTArLS 06/05/15 R.L. 410:1 OETAILS 06/22/17 R.L. SIGNED: 0&22W 17 OEN A.TAYOi OF i0. Mrs ii'1,s ;1ORiot G? 4`: uv u 503 E i/)As,ONA 11Eta 1 OF 9 Luls R. Lomas P.E. z7o FL No.: 6251 A 143" MAX FRAME WIOTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIREO 17 6' MAX O.C. I_ _ E' I." O.C. G" MAX L 1 7- MAX O.C. 96- T— MAX FRAME HEIGHT L 6" MAX 7 SERIES 430/440 X1X SGD EXTERIOR VIEW OESIONPRESSURE RATIN13 IMPACTRATIM V0.0PSF NONE SEE CHAR7511 ANO12 FOR OTHERVNRS RATiNC3 NOTES. 1. WKWU.S! PANEL SIZE. 4e vtt 99• 2 AWU4UMD.L0.:44y4•x90Sor avr.Crvi S ar: a1t.S Jr: uCiHLS MTC AvvaOVD) 03/06/12 R.L. 10/15/13 R.L. IZ/06/13 R.L. 05/05/15 R.L. 06/22/17 1 R.L. i . 9 9 9 S1GNE0. O6i22/2017 LLC 0%111111111' R - OyNi GEHBF.P a1 o S ••*= E M OWAROSCHEOULE E ,ssvOIESET(99-0a-1a5)ATS71ta OnCEKIERFROMPANEL8OTTOM :03 — — — OMAL NXROLLERS (99.17.195)ATEACH ENO OFPAHEL801TOMRA7S a 2 OF 9 //Illlllll\ WFORCEMENT( SU)AT ALL PANEL INTERLOCKS lUlt R. Lomas P.E. WFORCEMEHT(423719yTERLOCKADAPTORATWTERIORfACEOFOPC1v-bLEPlr:FLINTERLOCK ,_ - -• '? FL NO.: 6as14 i WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERfOR EOCE v1alANCE I .v:CO Cr.' EFI1 .Z- EO FL E: _ EONS EmSE0MG. SHIM SPACL MAX. J - SHI- 1 SPACE rrf'I'Fh,. i" G MIN. CO„ L DISTANCE INTERIOR 1 ylll WOOD SCREW . . 3.. 1: 4 i. 3K_ EXTERIOrr J FRia•.+..... cwc v,a w.c VERTICAL CROSS SECTION WOOD FRAMING OR 2YHUCK NVSTALLAMW NOTES: 1. INTERIOR ANO EXTERIOR FINISKES, 9Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 6'YOTHEAS TO SE DESIGNEO IN ACCORDANCE MIN ASTM E2112 WOOD FRAMINC Ok ex SUZX I oY GTHEMS 7" MIN. TENT A _• 6_ b0pi DETAIL X li+STAUn T+ON WTc APPM40 03/ 06/12 R.L. 10/ 15/13 R.L 12/ 06/13 ILL 00/ 05/15 R.L. 06/ 22/17 1 ILL I V... OWS AN. LLC SIGNED: 0&/=O17 c:. r.ESTMAkr +uEI RATZ, PA 1laurrrr i ItLO4fix S 430/44. .. SCO x 96" Rf. ..nCEO F. INSTALLAI.. .:TAILSQ= 7 A. TaAROF-k= G11. h 0••S NO F. A. E I xxiFss; ORIO aG 2: 503 NT: • i/23/OS OF 9 r NAII``` RmEaro: FORO R04., . r, .'.: lids R. Lomas P.E. 009 rfia,,.. FL No.: 62S14 METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE 1/4- MAX. SrfJ4 SPACE 010 SMS OR SELF OR.LL..J SCREW INTERIOR TO GE SET IN 9E0 vF ri PRO:'EO LLANI 10 SMS OR LF DRILLING SCREW METAL STRUCTURE IBY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR RNISNES. 6YOTNERS. NOT SNOYM FOR CLARITY. 2. PERIMETER AND JOINT SEALANT OYOTHERS TO BE OESIGNEO IN ACCORDANCE MTN ASTM E2112 Er.•_ . j10 Srt, L.n - S.::<c.. S a- 91 art rneo 03/06/12 AA- LIATIOW; 12/06/13 R.L. 41 OETAILS 06/05/15 RA. N DETAILS 06/22/17 R.L. ATION DETAIL a INSTALLAT40V tS LLC EET SGO t . _',CEO AT.... DETAILS i OF 9 c sro:3 v aun SIGNED: 0&2712017 EN 0 51 •k TAT E OF F' 0 R1CT; • J DNA Luis R. Lomas P.E. FL No.: 6251A CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS i4Vt9ptls 1 1/2' MIN. I• SEPARATION EOL_ DISTANCE 1 1/4' MAN. 1 1/4' MIN. 1/4' 1._ ••.L 1..-wv LC[AS EvEEDMENT Et1.50MCNT SHIM St : •........IwtS Esc: .. . • J I oul,,..E :• JI4' L IffSH114 St - aSE':R.J:3/16" fAPCON VIAL- ly EERIc.r ' VI6' TAPCOt: r A. LfJJtIF APPROVED SET 1.4• • E..:1t:.. CONCRETE/ NASOORY Bt OTttERS 2 7/s'• MIN. SEPARATION f0c VERTICAL CROSS SECTION CONCRETEINASONRY INSTALIATOV OPTIONA- IX SUCK TO BE eROPEALr SECURED SEE NCTE 3 SIILcl NOTE 1. INTERtC.•. .. NOT 2s. PERN• . r.. . .,. OESIGNE: IS :, d cA770N DETAIL t kf-',fYlr+STA1.LAT10N MfI A 03/ 00/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 1 ILL. SIGNED: 0612Z20T7 ES'. AS LLC Loll f%kI u1rlY i R• LO ii X\\\5 r1 . SCD t : 1.... .. T 1LS 9uiE OF US E // Q/8/ONA11 ex r 9ic' Luis R. Lomas P.E. FL No.: 62514 1/2' Mu.. IMTC N ItOrEOEDGEOISU ! i ODEO . 03/00/12 R.L. LEMSEL ,. c1..0 10/15/13 R.L 1 3/8" N.III DOEO r. ,..L.IIOM 12/06/13 R.L. 0 FRAMING EMBEQMEr.t RENSEO ,.. . .I,Jt GErNLS 08/05/15 R.L. OR 2lf BUCK BY OTHERS 1 „ _ -,T100 OETAILS 06/22/17 R.L. 1/. C,. ...i II•. S MAX. SHIM SPACE 010 W000 SCREW EXTERIOR INTERIOR '' , i • I I 10 WOOD SCREW SILL TO BE :,:;•. A BED of , •L,vlo — 4 SEALANT OOD FRAMING / Jn I OR 2X BACK BT OTHERS l rr.- IION DETAIL 1 Oh 26 E: ••. __.'lI1STALLA TION tT ..:1:. EMBEOt.I£,.? 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 06,2212017 WOOD FRAMING OR 2X BUCK INSTAL ATION aS ^,S LLC `X011111111// li ,EEf J S RE `04, fir, •G NSF J+ i 1. c SL" a. .:CEO Fl r. INSTA.LA.- 7ETAILS A NOTES: Z I. lNTERK)RAND EX7ERK7Ri1NlSNFS, By OTHERS. j'PF': k0R%v"-- 0, 2PERI RAND TSF.ALANTBYOTHERSTOBE T, n `/23/ 7 • . .J563 OF 5 E ' j MAttEaG, OESIGNEO INACCOROANCE WITH ASTM E2112 — . W3 R. Lomo7 P.E. i , ty a+mn FL No.: 62514 t METAL STRUCTURE BY OTHERS liO SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS 2' MIN. EDGE DISTANCEI . ' CAT CPIIVPf 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOI&W FOR CLARITY. 2- PERIMETER AND JOINT SEALANT By OTHERS TO BE DESIGNED IN ACCORDANCE WMASTAt E2112 1/4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT S ..ION WIG c .NATIONS ut. a.' -TALL —1. OETAILS 1/4" MAX Il OETAILS SHIM SPACCF ED INTMOR JIO SMS OR SELF ORILUNG SckcWS SPA L CC N T' ETAL — :ItlSTRUCTURE BY DINERS EXTERIOR IB h') rA, -1 TiON DEML OATC 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R-L 05/05/15 R.L. 06/22/17 1 R.L SIGNED. 06t2=17 MI AND 000RS LLC GSO .,EST MARKET SIKCEr IR to 4f PA 17o3v f N s * -"p PSI a TAi SE;- .!0/440 Xix --Co REIrIFOkCCU U&IAILS F 0 vD. F.A. OF 9 E A LY13 R. Lomas P.E. FL No.: 62514 CONCRETE/ ip MASONRY BY OTHERS OPTIONAL ix SUCKTO7E PROPERLY SECURE NOTE 3 SHEETZE . r I EXTERIOR 3/16" TAPCON ---, MASONRY/ CONCRETE BY OTHERS 1 1/2 MIN. 1" 1.11:4. -I--- SEPARATION EDGE OIST,.CC 7 -1 7. 1 1/4' V.11, 1 1/4' MIM 1/4' MAX. EMBEDIVE1.1 EMBEDMENT SHIM SPACE EDGE O!.i JICE SHIM SPACE 3/16' TAPCON SEPARA LON INTERIOR 16' TAPCON SILL TO BE - * I : I EXTER. A BED OF co SEALANT L 4-- L;7— i.CRErE/MASONAf OPTIONAL IX BUCK TO BE PROPERLY BY OTHCr%S SECURED SEE NOTE 3 SHEET I lid, 1 1/4- 2 SEPARATION EDGE ME VERTICAL CROSS SECTION COA"ETEOMASONRYINSTALLATION r L . I- C!, ...I: U 1.0 ih-, --Zeu wl OCF.VLS 11C J,V. W . *- A 7*10PI DETAIL A .. i'Y UJI:'rAt LA TION NOTES: 1. V4FR1Oh.'.:,- I . -,' :1, _. NOT SNOT:. t:, 2 PERNETEA DESIGNED WAC: Ll, At,— aEST MAke. cr t( Atz , PA, ES 410/44. CO x Se K. co F. E INSTALL:.. TAILS F. A. 03 Z/ 23/09 OF S 1 — cl 1. Alm 0FROM 03/ 06/12 A.L. 10/ 15/13 fILL 12/ 06/13 R.L. 08/ 05/15_ R.L. 06/ 22/17 R.L. SIGNED: 0642812017 Luis R. Lomas P.E. FL No.: MIA 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS NOOK STRIP - 1 1/4' MIN. EMBEOME14T Ix EUCn or OTHERS, IX 6UCr. 10 BE PROPER-1 SECURED EXTERIOR J NOOK STRIP INSTALLATION MASONAWCONGRETE INTERIOR TRIM HOOK STRIP PANEL INTERLOCK 1/2" MIN. EDGE DISTANCE 1 3/8" &110. EMBEOMEr.T 110 WOO. SCREW EXTERIOR PANEL v J ERLOCK HOOK STRIP INSTALLATION 2X BIIGKIV OOD FRAMING METAL STRUCTURE BY OTHERS TRIM INTERIOR t• - cy• NOOK STRIP ` ' ^ • EXTERIOR '— HOOK STRIP INSLt . -iTl- METAL aT.:UC , . tlEvatONf 1 STING ATIONS DETAILS OETAR.S 1 _Lt:, . NOTES: 1. INTERIOR AND FX if VOr. .t . . NOT SNOWN FOR C. A,41I ',. 2. PERIMETERAND.OINr,. r _ r DESIGNED IN ACCO: rDAr1Cc NS LLC nEET GO CO AILS sm. T.A ~ 05 A I. —A Y, d OF 9 DATE IPPRMO 03/06/12 R.L 10/15/13 RL 12/06/13 A.L. 08/05/15 R.L. 06/22/17 R.L SIGNEO: 061=017 Or• V TAT E OFar— Luis R. Lomas P.E. FL No.: 62514 OF I Professional Regulation Dean no rc .Doul Dean eova DIV151OKS ca+ian DOPA r Florida r P Approval ID USER:ER; Public User Product Approval Menu > Product or Apolication Search > Application Us t > Application Detail FL * FL9174-R12 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 Ma rk_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 Year 2012 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauly WD2017-00IR2 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 O1/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0228-318958-P8 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL2174 R12 If 324620 P16 Jamb Connection Supp 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 Reoort - 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 If 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P31 Track Supplement Chart sioned.ndf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 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 II 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other. Created by Independent Third Party: Yes Evaluation Reports FL2174 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 ii 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sl9ned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 11 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 324620 P16 Jamb Connection Supy sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 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 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sloned.odf Impact Resistant: Yes FL9174 R12 11 319040 PI Post Istall Instructions sipned.vdf Design Pressure: +39.20/-43.70 FL9174 R12 Ii 324620 P16 Jamb Connection Suop sipned.pdf Other. Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.ndf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection Supp sipned.pdf Design Pressure: +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 IS' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PH Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Suop 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 Pally: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0236-319024-P7 5.odf FL9174 R12 H 307494 PI1 Track Supplement Chart sinned.odf FL9174 R12 H 319040 PI Post Istall Instructions signed.odf FL9174 R12 II 324620 P16lamb Connection Supy signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0237-319025-P7 S.odf FL9174 R12 II 307494 PIl Track Supplement Chart sinned.odf FL2174 R12 11 319040 P7 Post Istall Instructions sianed.odf FL9174 R12 11 324620 P16 Jamb Connection Suna sipned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P31 Track Supplement Chart sipned.pdf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection Supo sioned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL2174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/910019400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 5.pdf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart stoned odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp sioned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed odf FL9174 R12 11 324620 P16 Jamb Connection Supp slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Renprt - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 1512140/6100/9100/9400/9600 116' x width. t o0Intermediate Max section height 24". Glazing 0603 a Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174. 16 I5120/5140/6100/9100/9400/9600 0605 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. 9174. 17 I5120/5140/6100/9100/9400/9600 40606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174. 18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R1Z li 0603-319029-P6 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart lion d.odf FL9174 R12 1I 324620 P16 Jamb Connection Suop sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 11 0604-319030-P6 S.Ddf FL9174 R12 II 307494 P12 Track Supplement Chart slaned.odf FL9174 R12 11 319040 Pl Post Istall instructions sinned odf FL9174 R12 1I 324620 P16 Jamb Connection SLDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 10' Max height. Max section height 24'. Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0605-319031-PS S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 iI 324620 P16 Jamb Connection SLDD signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24' Glazing available In top or intermediate section. Installation Instructions FL9174 R12 11 0606-319032-P7 S.odf FL9174 R12 II 307494 P31 Track Supplement Chart signed odf FL9174 R12 II 319040 P1 Post Istall Instructions sloned.odf FL9174 R12 iI 324620 P16 Jamb Connection SLDD sion d_ndf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 11 0609-319035-P6 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart signed Ddf FL9174 R12 f] 319040 PI Post ]stall Instructions stoned odf FL9174 R12 II 324620 16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ 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 1I 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 lI 324620 P16 Jamb Connection Sung sipned.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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 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 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PII Track Supplement Chart slaned.odf FL9174 R12 If 324620 P16 )amb Connection SURD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other- Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO2RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. BBclt Ne[I Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: BSD-e87-102e The State of Florida Is an AA/EEo employer. Copyright 2007-2013 State of Florida, :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the Wee by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective Dctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an enroll address If they have one. The emal6 provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Tb determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sinoerely, 14 L,--:Z4 Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction! Scope VCENSF !LIBOQL•' No. 467.8 I21z 11 f w LWIE O '• STATE OF <(/` FCORIDP••''G Ss/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. Il. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSUDASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9° 16' x 8'-9" 9' x 8'-9° Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 pst 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 318959-129 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9° 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes oN• :. TyTable1B — Doors under Evaluation v ' ;. IcervsF , NO.46718 yc1 o LL(z31c-t T STATE OF RION 2 !S/9/VAL ENG \ rrrlll+ 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-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes pQ- Table I — Doors under Evaluation ON. D. ?'y, // v GENSF 9N i No. 46118 Cr STATE OF '41 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6r, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' Is' x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-125 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table I — Doors under Evaluation C. Conclusion FCORIOP'• • `Gib iZtv31 7 LA I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'h Edition 2014) and 6s' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)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, 14 L,::4 Gordon Thomas, P.E. FL PE # 46718 m=L. SEE UFBAR NOTE W SHEET 1. MOM-4NPACT RESISTANT C A810 vNON - AW 2 FOR U-0AR UOMLLATION 1011401 = OACMO a UQ OEO FRANC SCICWED 13 G IHOZZ ARGUE, roEM001 WINorA mmum (Q) Eml' SCE1Bf OR QFSTALLED IN TOP OR aIERYEWTE 3CIIOM (1RM OR tAUMT CECORAITVE NSMIV NRIS UNFORY STATIC RESIGN PRESSURES OR THIS DRAWN& OAaMO 1] CA TCAa A/1OL SMALL RAW A 11AANlJM MEKNT Or117]• AMC A KAIW" LOCTN OF IL7r. OIABXG 0 HOT 04PACT is G NN m w A RESISTANF APO ORES NOT MELT ME REIRAROENIS FOR MALT RIND- BOCE DENNIS RFLOiS S/ TRAI-S ' 2. MAR NESOTAM CLATIND -WAR lAG Y BE I wrBENSULLED10 DIATEGO1 ] AS . ORINTERMEDIATESCTIONEHXMiTEUlRIEIQREDIA11SOCTW (VAIN1 OR O 3NOHNl IB G OPERATOR 214E FACIONY AKRWCOMIT QIS[I1f]} OA7aC 9QUA QC 1/S' -AR AOEIEO 70 CElIiE11 6 RY SECTION POL 11 01 FXWL SHALL H SHALLMAIDA IQ G U31 VERT m G ENO W YAIDIW METING Q AND A MT WIDTH Q AVTRACK VACTISM' RIM AMC DOES MIST GLAEMTSOSKrID-VOR SIE EVORSREI THE3CLREQUIREMENTS OEOKSRE606i/161-3/r / tl rALCamFOR 2 FORSESEEEW51OUV2OETA4ASCES1EACHORCEMEYREINFORCEMENTOATSDSETORECIONRBRkx`r`!9}1\ JA1Na BRACKET DUER INDE AL IS (SEE ATTACHED ro u-BAR W IP/Ell 1NTEORAI m (s¢ OCTAL 0 SHEET . li G J-STIWT St]EM ro LCPfll 1/h20 d/li' MAIX i lITWW OPERATORTU TOBETATMICKY NSTAALLLED. NSTALLORSTRAIANDELDINSTALL (1) OUT EACH A Jws 1/4-140/ 41' SELF ORLUMG LTimTTE SCREW TO ATTACH BRACKET LOCATIOR \ 3. Vari ON WOOD DOOR STOP RASED A 4AXMUU OF i' O.C. UU3T 01FRAP fir AD GM ENDS OF PANELS MUUM 7Ar TO MEET IEDAOW PRESSUIES A NEr tam ANC LOCIM OR AERATOR REQUIRED. NJ CA SWTOWOlj 4 SECIIONPOL SMALL TS N JAMS BRAGFORMINFOACHEMICALLYMTWAINSTE0TREEFORMNCRSECSIFT. LOCH FOR WEANDA TO 30CAMISTEELANDAOUAgTr. TW, PONIED IV ORWNNLON2CAANDP0.VUA BAOWSIF>Z BACKEq. END AND TSPC IM I ' W ro HAWwUNO4N1.1' ROM. HAW E. TODESIGN OF ME SWPORTNO SONKTUNA. KEY LOOK ON Rw VLEUDITS SMALL BE DOE RESPONSIBILITY OF THE 80M ENDS T FROEEA90NAL Of RECORD FOR THE SULDINO 01 RFT4 qa STRUCTURE AMC IN ACCORDANCE qTM CURRENT OULONG SEE 4 000CS FOR INC IOARS USXO ON T 11 ORAINIKO. -SEC NOTE LOOK SN WHFOR= 7. DOOR JAIB TO BE NVIDI U1 21i SROICIURAL GRACE CJ1gTT LER. UOREFER TO JAIOCONNECTOR SUPFUM& KT FOR (. SCCLON SOLD aCIYRL ATTACHMENT TO SUPPORTINGSiRUUOON . QL S1E1;T 2 FOR U-GAR LOCATIOB o E UNVOH OPTION - .OAr 1OMMUN M101 S N YOLOED ON DOORS qM OR" ANDF FRANCS SMCM TOOTNOI qMA100011OF (i) OIES NN IM 2 F871' S REVISINSTALLEDRTHEBOTTOMSOCDOLTHISROESFWO2L0HIg10ARENOTIMPACTKE93TANTAND00N0TIEEiNNEREOQRELENTSFORVAD-BODE DENNIS REOWS UXIWAED SECTOR RE0 9 OPERATOR 111E TO SUPERIMPOSED OESICN PRESSURE LOADS ON SUPPORTING STRUCTURE No DOOR aDM Imhoff HQDDg1 LEADUCKJAMe U'-r ALL 207. -2] 0.4 IA-r All IB1 - IJ IL-0' ALL IC-O' AL 1 +129! - 144J U11111fil", j J Kp py P.• UC BF J No.778E5 * STATES :• FJ;aNAI ENS.`• HNd6CO uNaR6A`: F oq CO. iRD Hw PINrulall O1m mn SEAL 0401= a ar TIN MKAVICA11Ar O UN31mo GRANUCOI Orm" I mm (3) CENTER NKM PER mw REQUIRED ON DOOR RCMS GREATER MAN Ir-r. (]) cum "Was PER JOINT BONDED DOOR WDMS LESS TWW OR OVAL TO 11-r. JAMB 89ACKEt SCHEDULE 1 r N0. Q BRACETS jw 7 MAC = MEASURED FROMWTOM Q TRACK O ... ! n T A i C JB 1 21-1 M. i 15-1 r i FAT JO Ir R. Zf-] • ! L A i s i]-/ A JB A JB A-1 1 0 C, JA r-0 S B 1 FAT JQ 10- (01 21-3s' JD s9-3 a' JQ Ni- CAL 37-1 m (AN 73-1 JB rPCON UFT RWHI IKE NOTE BELOW SAM UPDATED TIAX B/20/10 FOLLOOHO DIMENSION DENOTES " TWO JAW BRACKET ATTACHED ro TRACK REM 1/4-2Ow/Ir TRACK BaT AND NUT. FOLLORAC OIIOWOR MOVES ONCi INSTALL JAMB GRACET INSTALLED IN AMERFLY SLOE NO ADORORAL MANOPARE NEEDED TO ATTACH TO ITT". DOOR] WIN MCN LIFT, ROOF NSCL AIO/ OR GREATER MAN r N 10101T REWRE UK Q CNIMOUS TRAIL ANOL 4i SSPPl91CMT TRACK CAR7 FOR ETAAA STATIC PRESSURE RATNES APPROKD 92E5 SCALE: M. T.S. 92C: A Wayne OE9W +23.00/-2600 YA% VKD1N1: 10'-0. GATE NAME 5 TEST 9' t]0.03.20 YA% NEICIT. 0'-r m B/00 OMIT Dalton. OIPACT/s7QIC w7ED /N0-5: TESMAXSECROMHEIGmr. 21' EC ED A/6/00 mTe S N3 Y1 GARAGE RAGE DOORS MODELS 5120/9100/9605 SHEET1 OF 2 OIN10N Q OKNIEAO DOOR owVC ORA1000 PART NO.RCN. PENSAACCOLAAO°ro"naaO323" VANDLOAD SPECIFICATION OPTION CODE 0230318960 1 P10 13 CA ADJUSTABLE TOP PLACE U-SAR OIEM INTEGRAL AN 13 CA AGAWAM ATTACH 807TOM BRACIET --- — - REMSIOES iRiCIRE AnACHEO m OM iN[ ((0) qE-aRRNGIm TOP HUEIIRC m BORW U-aM MIM (3) '• LIE-WNCMCK NINES •' ' NOTES EAa1 00 FACING UPWARD 1/A-147 SEV ORAMNO FORMATCHANGES CH TA71ERAl IN aOflOf ICIEROFWARANDATTACHMINENOCAPA7 fORIAT ANTI CHAMEO MTN (a) 1/h1+A3/a' EACH ED UM (3T 1/.-fY7/e' / A DF SS AM0 CRWMF scaY/s SELF DNmLINO f3BYPIfTC SCREWS / V eOTIOM MANIA. FOR STAMARo TRACK AM (a) ` CHAN= CENTER "M P 1 A-147/b' SUf UMLLENG QAGGE AMC AV= SCRE76 FOROFLGN `. • 10FTM ONmSTW ARE USED THEADROOMOATfA0fTHE IMPACT BOTTOM BRACKET BRAOQT AS SHOW). IRGTCH YEaMOO DETAIL A LOW HEADROOM TRACK CaOMrwrto ED xuweEtDETAILA/ I/osOGm I1aGROLLERRUEATTACHED10USEDONLYa! IMPACT M PRUSRa!Laos U-BKR1e YM G A>3D SECTION - 11MORIINGSOLEDTIE (e) FREKIIIIOIEp N0.FS EACH ETD G REMFORWIER CNRE ANTI USE YC1 010 MOIL IN SURE m Q/SIRLE iACINO IABAM ANTI ATTACH THN FNO BRACKET ATTACHES C-0 sEcaan OOCH9 IED NUYBEROF IQIO ANTI OFPRO/Q AUaaIfNT K ROLW OX AT LA01 EID IBM C+) VA-Ib7/R' NM 1 F-I4d/a' YM (D a', le G• g pDrKO FplSELF3ClLri9 ooa13GAHINGEA7TAa® OlCEPIIDII ARU-B CED OWa mP aRWPRTE SUM (3 HNC CMRBS AS6/lo/blIMM (.) 1/4-1+0/I' Lae ON THE BOTTOM SECTION SMALL COLT TMRal0/ BOMCIOPMEs131ET0 (2 Or BE ATTACHED FMW CHO CAP AT FJICH ORAE{Er AID U-BAR) • 910aN WW IMPACT WICH ARE fAG1oM ED WIN 1 1._IH7/I' 3EF onummooOR. ATTACHED) COOMPRIE 9ER'II LOGTEO aN THE G (q 51000 000115 YOOE1 SUIBorrowFWDEOrTHEU-BAM (9)J.IB GAED NONEa mUM- GUE m GENRAHC0 REOBIEO m CODED_4 INKSLOUVERS UgTALL SCEWS AT TIE EES CH LIE INIEiAAI 1 NOMOTIMPACTROLLERMMU-BARS, ALL U-BARS SMALL BE 1 1 A-1NR7 SQ ORWNO aDMP11aINfIA= CON ACTIONS RaOR m AT LEI lPE K OOM TONSTEM 8 INSTAIM munt am ANC 70P J-SMY a OPEGr011 BMEGR.LIOWa/B/Of FUMMiE O R THE U-BARS. SEc J-STRUT a SLQ11 Oar REOUREoTTAGPEIRCH1N6SILLACr0.A>ZD SECaum SEENONE OOIFED JAYS39RET1 = 301CMUiGl N W HINGE ATTAGI[D FTM AOOID UDR aTTO wnoTTAa TRAOR BErA4 SNIFFS s O (q I/J-1 (2 OF (3) 1/ CRr O/17/Oe cxoPmc sand (1 OF AMAR 7a Wiaa Ri-MUMCOIOD IRER AT Pa AO µa a 0. EACH oREWEDIATE HINGE TCHANGED LOU%VI NMOp'fA IgfALLm AWN (1 TWI rm NSEPLAN NUMBER TO Iffm eLOOCaFuAaANoBONOY NOW LEW AM 17HW IV " PRE -PUNCH / IqE ME/ OF u-oAR AM YAx NF1pIr IN U INTEGRAL m or Zen" / To Is InAIO' PITCH DETAIL DETAIL C OtAa" " "IGRrT/2OTEL 1E G BOTTOM BRACKET PIT UPDATED TITLE ROCK FyACTORY ATTAOE NM • a CRT a/m/fo WTTE ASCIR llALi U-aM OWF11 INTEGRAL. RE atTN DETAIL F PIC 03152aNOTCH001" 10 CLEAR BOTTOM AID ATTACH TIIW END GP I BMGBJI SANDATEACHENDNMT) 1/1-1 d/a' 1. ALL Y-BUS YINL GE PUtm OYFIR a1®IAL la3 ND SELF OIURLMo 1E 3CA AS ATrAERO THIN PR -PUNCHED HQ ES qM (2) 1/J-14.: s T TOR oPAcr IESETAA/GE, AIOrN ANTI USE fl) 1/.-IANr/a' SELF CMIFnTE SCREWS AT EACH aTERNIEDIATE HINGE COCATON. ( BD1IIM CT RESTRESISTANCE, eE oRWNG OT %X SaET1 Aa0S4 TIE 1/r147/U' SELF cxwm CIOPBE SCKENS AT EACH 840 SO CM To Me eorrom .. Sorrow or TIN eorloY u-eAR AT GP (E+orE+ aonl u-BAM am eoTTGA soeRRON - aE U-SAR NTH Q Q EACH PNE-"CKED HOLE AT ENEMY OETNL a ND o TIN SII[!. (y1 1/ .l,% ' 0r=u E 3) 1 A-ISK7/e' SETF MINCE LOCATION. USE (1) 90GUB KHg001ATaY 1a0BAT a ETID a DOOR AMP CRIPTTE SCREW AT ALL OMEN INTERMEDIATE RIM LOCAMK qD (1) 1/J-14S/a' SEE IMPACT PRE-PURCHED HOLE LOGTCOii GGYPTIIE 9CKEW APFRICO MArELT r FROM EACH E4 Hal OETAD, THIS M6L ODOR MM9 OREAIEI MM IY-O. INDI E SMALL K A TOOL OF (29) SOKES AITAGMO EAOI U-SAR OICEPT BOTH U-SNO ON OS TROW SZO M SNALL NAM[ A mTAL aF (IB 300.R8 EACSL FOR 0001R III lQf 7WW OR ER1Q Ba STA24M IT-o', MES MALL BE A TOTAL OF #j SGmI4 AnAGCRGSGB.IYS mM STAINLESS • • EACH u-BM EST BORN u-BARS aR BOTIW sECCW aACM RUBBER SASHEAS SMALL MA\i A TOTAL OF (LS) SCRM EADL NCH -STRUCTURAL OECGGCWE J K OUTER Now TNN L MTN ME EIOVTOM or LIE W POE-PUNONED Ilaa INN,..... O.Qw i THE TOP OF EACH ED USED FOR ATTACHMENT OF ME RACER f % , BEAD CE / ' — \ 1/4' ItlIYCAMMAIE REFS AMC THE (I) PRE-*kQ$WM NO= a THE Borrow OF VOI ED USED FOR ME ATEAOUBM OF ME TOP FaNRE LMACLATE I '. APO UIUS3 MOTED GMEMM ON am SPECIFICATION No. 77EE6 SSMOOOIIC I ORAWM0. ALL PRE-nTNOaO HMO IN ALL U-BARS MALL BE IT SlvwcpijmCAI ATFAp4T TOME ODOR YAM 1/rlad/r CRPKIRIE 30ERW CZWAL04T 3 IB CA U-BARS SMALL K STAMPED 'AAPPROTYAraY a' FROM EACH Fro. I' O STATE OF .' ((/ FACED TRELL 11 ss F<"'° tiG•?; yP.- Wayne STATIC PRESSURE RATINGS APPROVED szEs SCALE M.T.S. saE DESIGN ( i25.10 -2B.50 MAR PoOTIk 4Rr FATE NAME A// NAT1U`L\\\ /f • _ _ ®Dalton. HEST ( 430.09 -.a.30 MAT MEGx71. r-B- iN a /GIN GRT IMPACT C RATED (YE5/00YES MAX SECTION 100ft 21' ECKED 4/B/0B EMIR o.An+ NO»LR OECMAIWWL GARAGE n00RS aHI "n R"D'p sEwRABYE CONCH / MODELS 5120/9100/9605 SMELT 2 OF 2 YDWNT "DAL CHO n PC TOM IR w'17IHI W9DOB iPBI — ' OY9CH Or OYRNlAO DOOR DRAaEMO PART N0. REV. RaiiNra w 1 w P TAL E " AAW-4.0a°0M A 3111 WINOIOADSPEgFlCATION OPTION CODE 0230 318960 P10 MITIA7 I/ ID I- 14" MAX 12" MAX 12" MAX I I 12" ` >' MAX 12' MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED. OR WELDED. SEE DETAILS THIS PAGE. OPIATQ 1 aO0w PCMOHNTHWEamiW R PC 77M TC /C 1171101411 PRNE39oxx CNCRO9CC SEAL PROVOm alV Pal 1001CATI0N Or MHOIOAO 0alstimcum orm" PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MII` CONTINUOI WALL ANG 11 GA MIN CUP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4. X 7/16 SEMI TUBULAR RIVITS— 11 GA MIN CLIP SEE SCHEDULE- 0. 13 GA MIN CONTINUOUS WALL ANGLE 1111111111/// 00E J ! o QS.• ' ',taws NO' T794, ' 1 T: SrATE R OF • • . f1' 1CK 1/4'-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CUP BOLTING DETAIL TRACK t i 1) 1/4"-20 TRACK 1 OR CARRIAGE BOLT r WITH 1/4'-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART WIDTH MAX PSF 46.0 PSF —52.0 PSF 19'- 0" 16P—O" 46.0 PSF —52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 INCH 7MCK-CUPS-TEXAS WALL ANGLE 12 FOOT OATEO SPJ 10/11/03 P3 UPDATED FORMAT. CAUSED ALLOWABLE PRESSURES TD 446.00/-SLOG PSF FOR ALL DOOR WIOTNS CHANCED 'TEXAS WALL GLE' TO "CONTINUOUS ALL ARCLE'. ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO ND ANCHORS CRT 4/2/07 4 CHANCED FORMAT. HOED MODELS 9500 0 6024 VITA OVERLAY TO TRACK CLIP SOHEDULE. CRT 6/21/07 PIS UPDATED NOVELS UVED IN CHARTS UPDATED SPLICE t CUP OLP 9/07 UPDATED CHARTS TO IINATE THE USE OF CEDit0ACROSSTHE 1ka1. 10/24/07 UPDATED STEEL INIINO OCTAL 1 O4/11/09 EXPANDED 1-1/2' TO 1/5. DOOR THICKNESS AT UP TO 14, NICK 12/11/06 UPDATED TITLE E]L X/2/10 UPDATED ITLE 6/15/17 901 DATENAMEORE.K B/21/07 GRT CFIECKEO B/21 /07 MRB Ra Si1EET 1 OF 2 3395 ADDISON DRIVE PEN asCO ,FLORIIDDAD32514 DRAWING PART NO. 307494 REV, P11TRACKSUPPLEMENTCHART 2 3/4' t1 REVISIONS IN EDGE DIST2 5- NGLE 12 FOOT 8 2-24 11/03rE60XXMIN. 1 8 2-24 SEDDATED FORMAT. ALLOWABLE IRD TO MIN 3/16" THICK 5L00 PSF FOR OR NOTH9. STEEL FOR MOUNTIN AANNCµW 'CONTINUOUSGED 5/16" x 1-5/8' WALL ANGLE ANGLE'.ALL ANGLE'. ADDED STRATE MOUNTING LAG SCREW OR DETAIL. CHANGID 70OM EQUIVALENT INTO 4N2 MIN 2 x 6 NO.2 TRACK CLI CHANGED FORMAT' SPF (G=0.42) OR _ _ Amm MODELS OWoe024WnTHovEawr BETTER AT EACH 1/4-20x9/16" TRAGICOULEE.` HOLE OR PAIR OF TRACK BOLT AND OT 6/21/07 HOLE LOCATIONS 1/4-20 HEX NUT UPGA70 MOODS LISTED IN CHARTS UPDATE O SPUDr k CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL DIP 9/m/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE PS UPDATE MOUNTING DETAIL ORATY0TC.5. MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GO10 0' WITH MIN. (1) 1/4-2Ox7/8" SELF 7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. NNATE THE USE OF E /B CUP (REPLACED WASHER AT EACH HOLE OR PAIR OF ebwoA THE HOLE LOCATIONS IN LIEU OF WELDING. OLP 10/24/07fipUPDATEDSTEEL R8W 11/ 6NL EXPANDED 1-1/2' TO 3/0' DOOR THIMESS CHART UP TO 14' HICH. CRT 12/11/06 0 ADDED MODEL 6700. 3/8' SIMPSON TITEN H0, ATEo TITLE eLoa 2-3/4" MIN EMBED INTO GRT 6/2/f0 2000 PSI CONCRETE I UPDATED TITLEMINSLOOILREMOVEDCHANT. AT EACH HOLE OR PAIR DRT 11A5113 OF HOLE LOCATIONS 11111 1 I 2 UPDATED TITLE BLOM WALL ANGLE ` // A E 6/15/17 1/4-20x9/16' TRACK BOLT AND `Q•'.T„10ENSF CONCRETEOUNTINGMDETAIL 1 4-20 HEX Q: • (f1 NUTs TRACKCUP * ; IVO.77945 Q g n,.• STATE OF 70 L ENG`• III 111 Wayne GATE NAME Dalton. DRAWN 8/21/07 GIRT wAT( 1 Y MADKCRNM, PC1M6 4st p fGARAGE 000RS CHECTCQJ a /07 uRe SHEET 2 OF 2 mawHOILo" J V 3395 ADDISON DRIVE DRAWING PART NO. REV. PRMW vOanunwl a wMOLwo o snMA atTMLs TRACK SUPPLEMENT CHART P(AesDu : FLOIRIDA r9e9D' " 307494 P11 Wayne Dalton. GARAGE DOORS 3393 ADDISON DRIVE PENSAOOLA, FLORIDA 32514 850) 474-9890 r1E J Ko CEN Rye No.77945 y STATE OF .'4- sS ORIOA 'G` NAL EN•• MINIMUM L.., SOUTHID OYANE A COMM, R Mom NOColumPLONIO W OL K 7YO43 R FE 117NMB PRIIMMMAL ENONmE7 SEAL POWID NRLY FOR VOWWATION OF W AM CCNSMCWV OEM& 1 6• YA1C FASTENERS PER 11__SCKCDULES I THRU 4 MAIOMLIY SPACING6' MAX LOCX IANINUM 2.4 STRUCTURAL ORADE LUMBER FOR ATTACHMENT TO WOm SUBSTRATE ON NIMYUM 2s6 FOR ATTACHMENT TO CONCRETE AND GRWT FNLLEO CNU, TIP. Q- 3/ 4• J 23 3/0' swscm 7REN NO SCREW ANCHOR YrITN A 1 t 1' wA41ER MID A WNMUY EMBEDY DEPTH OF 2- 3/4' AND A MINIMUM EDGE OSTA14CE OF 2-3/4•. D$ iAL1 MIy, 101tLzsoe P9 00NH72E'TF NOTE: MAXIM BE" LOAD CAPACITY OF 2003 LOS SEE OCTAL$ 1, 2, AMD 3 REQUIRED FOR VERTICAL POST RESINFORCING DOOR H mT DOOR VAOTM N( NWUM 2x6 /3 , HEADER LOON 90VOHE7W P117C BRACINET LU Ni 4' 4) 3/B' SIMPSON T1TEM RD SCREW ANCHOR VATH A 1-1 4• WASHER AND A MINIMUM COEDY OEM OF 2- 3/4' AND A WNDUM EDGE OISTANCC OF 4. 9EIEIL2 umm- Y 2000 P57 rt Flt m NOTE' NAwEaN DESIGN LOAD CAPACITY OF 2400 l8S EONDWM 2.6 p EBRHCADER 10CK SOUTHERN PINE LUMBER 1- 1/2' 1-1/2• 4) 3/6' OIA. LAO SCREWS WTTH 1-1 P OD. wASMS. LAG SMALL HAVE A M9NIMUN PENETM11ON OF I- 9 OTO THE MAN RT MEMBER DETe a GN lDAO CAPACITY OF 2A0 LBS SHEET 1 OF 2 c!NFacm REVISIONS P17 UPDATED TITLE BLOCK ESC0/13/17 JAMB CONNECTION SUPPLEMENT ORAYANG PART NO. REV. 324620 P16 Wayne MDalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 050) 474-9890 Z;A W A RglNyl. PE7TEDoomTIOAO1w NeKNT NAPE. aw FL I.. - TS 117m4 FRfE59KNAL ENOEWS MAL PRWADm CWT I= vOORGTIN OF A QLW OKMRRucmw aTALS MIN 25G0 P9 CONCRETE WM- MAX ALLOWABLE FASTENER LOAD MAY IXCEED THE OE9rN LOAD OF THE STRUCTURE DESIGN 2 7/4' OF SUPPORTi40 STTRUCTURE SMALL MIN EDGE OIS BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF FOR THE STRUCTURE 0 3/e• 9MP90N TITIII HD. 2-3/4• NN EMBm. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-2D e/1e• T/tA(5C BOLT ANO 1/4-20 HO1 H TRACK dQiR [YMRAC1i YdIN71Nd dCT M ENSs Q No• n945 y* W 1SrA1: OF Z S. SIONAL NW 2 a 4 SIT (4.442) OR BETTER WALL STUD NOTE• MAX ALLOWABLE fASTENER LOAD MAY EXCEED THE DESIGN LOAD Of THE STRUCTURE. OESION OF SUPPORTING STRUCTURE SNAIL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL Of RECORD FOR THE STRUCTURE ------- N 3/10• LAG SCTEW MYTFI 1-9/3(rt G/ro1 N Ci M Of uwe BFAZ LiOCATI w JAM: BRACKET T s-20d//11 e' ACK BOLT AND 1/4-20 HER N TRACK dAPGT mg Y . [-TALL YAY {'!O lRC 1TER 1! F CiFYf7T JAMB CONNECTION SUPPLEMENT P17 UPDAIED TITLE BLOCK E9C 0/15/17 ' ORAVANG PART NO. REV, 324620 P16 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats 9 Facts dbProductr Approval USER: Public User Product Anoroval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung 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 0 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 Sections from the Code https:/Ifloridabuilding.org/pr/pr app_00.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2027 12/18/2017 FL ii Model, Number or Name 29715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2227 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. 19725.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.ndf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.Ddf 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 11 SWDO10 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 Parry: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :; Statement :; Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not w4 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 dick haL. Product Approval Accepts: UME30 Credit Card Sate https://fioridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCIOA LOCATION SNOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 5TIE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE UMO. INSTALL INOMOUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tin INCH THE DEPICTED LOCATION S, SPACING IN THE ANCHOR LAYOUT DETAILS 1.E., WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE N0T CUMULATIVE FROM ONE INSTALLATION ANCHOR To THE HEM. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHM(S). MAXIMUM ALLOWABLE SHIM STACK Tp BE 3/3INCH SHIM WHERE SPACE OF V16INCH OR GREATER OCCURS. SHIM)S1 SHALL BE CONSTRUCTED OF NIGH OENSITY PLASTIC OR BETTER FIN INSTALLATION. FOR INSTALEAnoN INTO WOOD FRAMING USE 99 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR Lod COMMON KARS OF3URRWOT LENGTH TO ACHIEVE %-IA INCH MINIMUM EMREOMENT INTO WC= SUBSTRATE. INSTALLATION STALL MAINTAIN MIN.3W EDGE DISTANCE. FIN INSTALLATIONk FOR INSTALLATION INFO METAL STUN USE PB SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHEVE A MINIMUM Oi 3 HiIIiAPCNFYIRTDQNBEYONDMETALWAµ, INSTALLATION SWLLL MAINTAIN MIN. 3/3' EDGE DISTANCE THROUGH FAME INSTALLATION; FOR INSTALLATION INTO WOOD FRAMING USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/ZMCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1K BUCK TO CONCNETUMASONAY, OR DIRECTLY INTO CONCREWMASONRY, USE 61NCN DIAMETER ITN TAPCONS OF SUFACCT LENGTH TO ACHINE 1-1/4 INCH MINIMUM EMGEOMEM. INSTALLATION SNAIL MAINTAIN MIN. 13/P EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION IITO METAL STUD USE 010 SELF -TAPPING SCREWS pF SUFFICIENTLENGTHTO ACHIEVE A MINIMUM OF 3 THRLAM PENtIRATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE EKCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIRING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 HOT INSTALL INSTALLATION ANCHORS INTO MORTAR (OURS. DOGE OISTANCI IS MEASURED FROM FACE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. INSTALLATION ANCHORS SWILL BE INSTALLED IN ACOMIKDNNCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTION L AND ANCHORS SHALL NOT BL USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURE& INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD• MINIMUM SPECIFIC WAVY OF 455. B. CONCRETE - MINIMUM COMPRFSSVE STRENGTH OF 3000 PSL C GROUT- FILLCDCMU- UNITSTRENGTH CONFORMS TOASTMC.90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 1000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-9090 WRITMINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM VIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47. 0 MT (O.Oge' HN le GAUGER. MIN. 1/r COG[ DISTANCE. F. ALUMINUM- MONIMUMAUOYWO-TS.MINIMUMWALLTHKMESSOF 1/16'. MIN. IM EDGE 06TANCE SILVER LINE BUILDING PRODUCTS s i e741 SERIES 290014900MiEXTRUDEDVINYL SINGLE HUNG WINDOW " pf.1.3 m HORHYIM5WNKHN N16 pF71 US•IOOD 66MERAL NOTES; L THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WTTHTHE 6TH EDITION FLORIDA OWL13ING COOS (FSCL EXCLUDING HVHZARO HAS BEEN EVALUATED ACCORDING M THE FOLLOWING: MMAIWOMA/CSA 101/H9.2/A"D-M 11 Z. ADEQUACY OF THE EXISTING STRUCTURAL CONCIETEIMASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN VINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LQADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X ANO ZX SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. a, THE INSTALLATION DETAILS OESC USED 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 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4IVHZ AREAS, IN NVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MAMI OADE FIER OR AH. S APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. G. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE GrH EDITION FTKC, WOOD COMPONENTS SHALL, HAVE BEEN PRESERVATIVE TREATED ON SMALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. R. GLASS MEETS THE REQUIREMENTS OF ASTM E I= GLASS CHARM SEE SKEET 6 FOR GLAZING DETAILS, NON -IMPACT) TABLE OF CONTENTS SHEET REVISM SHEET DESCR>yTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL 6 NORVANTAL SGMONS OdAA FDA 5 VERTICAL A HORIZONTAL SECTIONS MMOWH FRAME) 6 NORIIONTAL SECTIONS, RICK INSTALLATION, 6 GL.AZOW OETAA MAX OVERALL 517E OESI6N PRESSURE MlSSlLE lAPACTR0ITDN6 WROTH HEIYMT36' GO O/X 35 / -35 PSF NON LRPACT 3r W O/X 50/•50 PSF NON IMPACT 36' 74' O/X 50 / .50 PSF NON IMPACT 36' TT O/X 35 / •35 PSF NON IMPACT A' 6r O/X 50 / -50 PSF NON IMPACT 46' 7r O/X 33 / -35 PSF NON LWACT ar Ba' O/x 20 / -20 SF NON IMPACT 5r 7r O/X 29 / •25 PSF NON TWACT 36' 93. 77 0/X (ORIEL) 35 / •35 SF NON EMPACT r O/ X (am) 20 / -20 PSF NON IMPACT 7r 6r O/XO/X 35 / -35 PSF NDN;;z 7r Sw O/X.O/X 35/-35 FSF NON IMPACT O/XOA 50 / -50 PSF NON IMPACT O/XO/ X 50/-90 PSF NON LWACT O/XO/ X 25 / •25ISF NON IMPACT O/XO/ X 35/-35PSF NON IMPACT E O/X-Q/X 30 / -30 PSF NON IMPACT O/XO/ XO/X 50 / -50 PSF NONIMPACT O/XO/ KOQK 50 / 50 PSF NON IMPACT QA-O/ XO/X 25 / .25 SF NON IMPACT O O yR 1--! 2 S+ 4 6 D VIY W H O OWG FF oWI* WpWd by HRrmn F. NOmm Pf_ J VV U V.V I fl m, I Im appa- ° I" Fl#: FL19715 W.2017011.1516•T19Bd6VD SHEET: 1 OF 6 MAXI HEIGI MAX FRAN HEIGHT 9! MAX FRAME I-- WIDTH 4w --} ELEVATION SINGLE HUNG vanow MAX FRAME WIDTH 96' s 3 701 INN, IV, A O s ELEVATION TWIN SINGLE HUNG wINOOW QUALIFIED CONFIGURATIONS ARCH TOP CON IGUMTIONSRMALL29M<9M RATINGS. SINGLE UNITCONRGURATHINS MAX FRAN HEIGHT 9! MAX FRAME r WIDTH 49" ELEVATION SINGLE HUNG ORIEL WUIOOw sill MAX FRAME WIDTH lw i E QUALIFIED CONFIGURATIONS ARCH TOP C"RGURATIONS FOR ALL 2MA90 RATINGS, TWIN UNIT CONRGURATIM F s 4 MAX. FRAME HEIGHT w M-1 SM9, Low 1 MEN s ELEVATION TRVUE SINGLE HUNG WIND" f s if: SilverLine LIF.......... NaDl. M 0lp.lY1000=435-IMae'" F G I h m w Z J N Y U < Y u= Z 5WD0 iEET. 2 OF 2O' MAX O.C. L W MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG W WDOW 2' MAX. FROM Cam 11' MAX O.C. J `` 11' MAX. O.C. r MAX FROM CORNERS L Lm j 6- MAX r MAX. CORERS 1 r I OM ° 1/r MAX o.c. 4 1/r O.I cR. -Or wRs.r°rlogf rMAX MIL FC1.040m FROM rHw,,nn, uo ma CORNERS ANCHOR LAYOUT HAIL FM -3411411E HUNG WINDOW I J 4 V2' MAX. O.C. ANCHOR LAYOUT NAIL FIN • iWRY alit" HUNG WINDOW I- MAX. FROM CORNER! v M 0.1 M1-AX FROM CORNERS oc j_ L r—°-ate . i '_— ° MAX ANCHOR LAYOUT W a FRY - TRIPE SWG1E HUNG WINDOW FROM 20* MAX` CORNERS I O.C. 6' MAX W MAX FROM 1 X. FROM 12 3 O.C. MAX CORNERS O.C.CORNERSI~ I ANCHOR STRAP 6 MAX. j P/N 50.2"5-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995.2 SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FUME -TWIN SINGLE HUNG W WOOW THROUGH FRAME-TRIPUE SINGLE HUNG WINDOW 6' MAX JFROM ARNERS 161/r MAX 04 L SilverLine b.AnakKsm r4s am a¢+Wrrt aim w.maw v=041am µoe,l assno tie 8 o„$ I Z N 1 aT{ W O Y O< ZmV . u= Z T O..m om• wtu cc m Y N W 7 J uj r M = o a a m J O d Z H d i°I Ov O ui Lis VG 4. SW0002 1EEr: 3 OF 6 CONCRETE/ MASONRY By OTHERS 1 U2' MM EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X .....• ': WOOD BUCK BY OTHERS 6 ' 2X WOOD BUCK BY OTHERS SEE SHEET6FOR CONNECTION DETAILS 3/8'MIN. fl8 WO00 SCREW - E06E DOT. I NSTALILATION ANCHOR EXTERIOR fD Q5H BY OTHERS v4• I.W. 1/I. SPACE . PERIMETER SEALANT / SHIM O.A. 1 BY OTHERS 1 / UNIT MORT EXTERIOR INTERIOR SEE 6LAZING DETAIL SHEET 6 g VERTICAL SECTION 4 HEAD-IXWOOD Rua PAL FIN SEE GLAZING DETAIL, SHEET6 1 EXTERIOR INTERIOR O.A. UNIT HEIGHT \ PERIMETER / SEALANT 1 l BY OTHERS U4• MAX EXTERIOR FINISHN—," SHIM SPACE BY OTHERS I 8 WOOD SCREW .......... INSTALLATION ANCHOR 3/8' MUN. C WOOD BUCK BY OTHERS E0" DIST. SEE SHEET 6 FO ' ' . p. CONNECTION DETAILS a .• a • CAULK BETWEEN CONCRETE/ MASONRY 7NCRETE/ MASONRY 6 2X BY OTHERS 1 yr MMWOODBUCKBYOTHERSEMBEDMENT VERTICAL SECTION 4 SlU-ZXWOOD BUCK HAIL FM Silverline aArWemn g741 u.......... a.:. avueartaacvc Wonweawv, awoHw wr pap w.aro Y. m 1/ 4• MAX AM 3/8' EDGE DISTANCE sfaM SPACE 3 8 d T a o ^• aie1 SASH REINFORCING W Z o W SEESHEET6FORREQUIREMENTSMIN, 3 THREADS SEE GLAZa1C PENETRATION uuj N W m m 5. ? BEYOND DETAIL SHEET 6 METAL STRUCTURE W h m a W A US 6R. 5 SELF -TAPPING SCREW C INTERIOR d INSTALLATIONANCHORn METAL STUD BY OTHERS, SEE SHEET L INSTALLATION NOTE 14 m EXTERIORFIN15H BY OTHERS Z EXTERIORPERIMETER SEALANT O G BY OTHERS H 22 s O. A. In UMT WIDTH z Lu w rC'*'\ HORIZONTAL SECTION 4 IAMB • MEpLL STUD NML FIN my mz N pi77 yz GaN6 U; SW0002 4UT: 4 OF 6 no WO00 SCREW 3/a• MIN CONCRETE/ MASONRY EDGE ANCHOR EDGE DISTANCE " 2X WOOD SUCR/STVo BY OTHERS S'' j- v, BY OTHERS + E SHEET 6 FOR VI' MAX CONNECTiCMIDETAILS SIQlASPACE MIN. 3THREADS CONCRET CAULK BETYABEY ' • SASH REINFORCING PENETRATION BEYOND BY OTHERS SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE Ali • i Yi•Gi i SEESHEET6MIN, 1/2' EDGE DISTANCE am aaaaw[ m 1V2' MIN. DETAIL SHEET 6 Noot-1 ourtrrsccw m oe EXTERIOR FINISH EMBEDMENT ioaniisoo0 BY OTHERS 0R EALANT U4• MAX #10 GR. 5 SELF-TAPP" SCREW Z PERIMETERBy OTHERS / INSTALLATION ANCHOR SHIMSPACEt METAL TUBE/STVO OR APPROVED Z $ C '^ ^ MULLION BY OTHERS. Q e. _ UNIT EXTERNS IOR ` INTERIOR SEE SHEETIITALLATION vl` 89 W E HEIGHT NOTE la S J v'm i SEE GLAZING PERIMETER SEALANT < S DETAIL. SHEET 6 EXTERIOR BY OTHERS a 1u m p Z R 4aU, 0A m UNIT WIDTH VERTICAL SECTION F HORIZONTAL SECTION IAMB - METAL TUBUM0 00 APPROVED MULUON m 5 HEA0- 2XWOODBUCK THROUGH FRAME THROUGH FRAME 5) 014 PANCAKE HEAD z SEE GLAZtrNG SCREWS FROM STRAP TO 4.0000 4.0000 O 10 WAIL. SHEET 6 FRAME. HOLES PROVIDED 2.0000 2.0000 TO ACCOMOOATE014DIA. my EXTERIOR 1TN7ERIOR 0.500 i Z ANCHOR STRAP, AT TWIN d w TRIPLE COMM. ONLY. SEE c i. o.A, / PLAN VIEW -ANCHOR STRAP O.0620 'o UNIT / (up P/ N 50-2995.2)' DETAIL AT 4.0020 FZ HEIGHT RIGHTFORINSTALLREQ. O ) o PERIMETER SEALANT V4' MAX 2.3750 BY OTHERS SHIM SPACE 1 Id 4. 0. 7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS , +: i`D Ia EXTERIOR FINISH1Va• MIN FROM ANCHOR STRAP T o ? O ` A.:, BY OTHERSaEMBEDMENTPLAN VIEW - ANCHOR STRAP (P/N 50.2995-21 OPENING. SEE ANCHOR REQUIREMENTS BELOW. - : V Rw PRECAST SILL '.' • •.r a F. BY OTHERSiE INST 3Al1ATI0N TAPCON ° `+ 'a • a . ANCHOR STRAP ANCHORING UIREMENTS: Y i' d y. * ANCHOR A FOR U45TALLATION TO CA MASONRY• USE (4) 3/16 ITW TAPCONS ii f3/4' MIIN PER STRAP. MM 1-1/4' EMBEDMENT. MIN. 1-3/4' EDGE DISTANCE 0011111% EDGE DISTANCE B. FOR INSTALLATION TO -METAL STUD. USE (4) #10 SELF-ORML246 SCREWS. -nR 5• PERSTRAP. MIN. n3 THREADS PENETRATION• MIN• 3/4' EDGE DISTANCE. C.FORINSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. n $, -A x h Z p VERTICALSECTION1-1/2• EMBEDMENT• MM r EDGE DISTANCE. Cj SILL- CONCRM/MASONRY OWG #: THROUGH FRAME C `A' 0 00 2 SHEEEr. 5 OF 6 INTERIOR INTERIOR SMALL'FRAME 'LARGE' FRAME RE WORCU46 EXTERIOR PJMFORCD46 SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETINGSnU 6 MURMEDWTEFUME. MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SXWAATINGS: 46 X 72. (0/X). DESIGN PRESSURE •/- 35 PSF 36 X $4, (OM, DESIGN PRESSURE •/- 35 PSF 38 X 74, (014 DESIGN PRESSURE -/• 50 PSF 33 X 77, MAL DE5I6N PRESSURE •/- 35 PSF 72 X $4, (O/X-OM. DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/XO/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/XOM, DESIGN PRESSURE •/-50 PSF W8 X 72, (O/XO/XO/X), DESIGN PRESSURE 4-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REMCORCD46 IS NOT REQUIRED FOR THE FOLLOWING WZE/RATINGS. 76 X 62, (O/XO/X), DESIGN PRESSURE •/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQVIREO FOR THE FOLLOWING STZE/RATINGS: 76 X 62, (O/XO/X), DESIGN PRESSURE -/- 35 PSF NOTE: ALL BRAZINGCONFi6VRATTONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENT5 OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/ 8' O.A. I6.6LA55 EXTERIOR / INTERIOR t V L MIN.LGLASS BITE yr O 1/8' SETTING BLOCK GLAZING DETAIL I NOTE: L LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, 04 SPACING SPECIFIED IS NOT EXCEEDED. 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/ 4- Illy TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.0 THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT f WINDOW FRAME. L By OTHERS I V4- MIN. EMBEDMENT 1 V2• MIN. EDGE DISTANCE r MIN. EDGE MA DISTANCECONCRETFJMASONRYBY OTHERS BUCK INSTALLATION DETAIL SilverUne tArKlInM g- 711 arE a6vFaat o•rc wa w•wrwrawaw wenyt w.am g~` I' 40 v N vWl .• y<jx NMa W ca 43w c F N ' r7 W a o s W FN 0 2- NJaH-50-2x 002 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954,399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero. P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' F O 7 StONAL?` HernresrPIJkil lto, P.E. Florida No. 73778 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 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 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6`h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A BUILDING DROPS FL#: FL19715 A -Perfect Solution in Every Drop , Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 r s Business •ProfessionalRegulation r9ffil m SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats A Facts ( Publications I FaC Stag I BCIS Site Map I Unks I Search I Florida ( J jlProduct ApprovaldDre0USER: Public User tofu r Product Approval Menu > Product or Application Search > Application Us t > Application Detail FLft FL13192-115 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/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/202D Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of lndeoendence.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 eoulvalencv,ndr 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 R5 II CemPlank-installation.Ddf Approved for use outside HVHZ: Yes FL13192 R5 II ER RiO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.odfDesignPressure: N/A FL13192 R5 11 NOA 17-0406.06.DdfOther: For use In HVHZ Install In accordance with NOA 17- 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.Ddf FL13192 R5 AE ER RiO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement tap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II HardiePlank-Installation.DdfDesignPressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- FL13192 R5 1I NOA 17-0406.06.Ddf 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.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.odf 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 FL1319Z R5 H HardieShingle-InstaIlation.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 HardleShingle 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 R5 iI ER RI0-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 II HardieShingle-instaliation.DdfDesignPressure: 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.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odfICreatedbyIndependentThirdParty: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes F-L13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 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 II NOA 17-0406.06.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II Prevail -Lao -Siding --I nstallation.odf 0406.06 Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. 7a11ehassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.4117.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It 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 Tb determine If you are a licensee under Chapter 455, F.S., please cildc here. Product Approval Accepts: r-W-1 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. PREVAILLapMULTIFAMILYSIDING.PRODUCTS Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTNE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt oints. Car lanky on1ry ed aP9 • Protect edges and comers from breakage. The manufacturer is not responsiblePD for damageg caused by OUMOORS 1. Position vAng station so that wind will blow dust away from user and old m in coo king area. 2. UseonneollbefolipNoidiods: a' Best I. Soo and snap U. Shears (manual, electric or pneumalic) b. Bedw: I. Dust reducing dralar saw eegqdppppa d ilh aeV c. Good. 1. Dust reducing circularwwkb a Haiddlade saw bode only use for law to moderate cutting) INDOORS 1. Cut any usNg rxxxe and snap. or shears (mamral, deft or pneumatic). 2 Position adtirnp slaBun In weavenh®aled area NEVER use a pow saw indoors NEVER use a dicubr saw Bede Nat does not tcaartrtyy tit Hardieblede saw blade trademark NEVER •NEVER dry sweep -Use wet suppression or HEPAWon improper storage andstonen thehandling product. Important Note., For magnum pn>tedion (knvesl respirable dust production), the Manufacturer recommends aW* using'eest level cutting methods where feasible, NIOSHapprwed respirators can be used In cononcilah wlh above gg pradoes to finer reduce dust exposures. Addnii exposure Infomnallon Is evadable d www.puevadsldmg.cone W you detwmine the most appropriabealtikng method for your Job regAmnents. Ir ocncem s6d eudsls about exposure leavb or you do not con* with the above practices, you should amp omsud a qualified Industrial hygienist or contact the Manufacturer for kather idorrnatioa smhe GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevaiP lap siding can also be installed over foam insulationlsheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasleners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary If power- driven nails (fasteners) are used for attaching siding over foam insulationlsheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevallie 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' - 2' clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114' clearance, between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end ceps and siding ireFt 1 Double Wall Single Wall& trim (fig.8). 9 Construction Construction Install 'skout flashing at roof -wall junctions (fig. 9). water-resislive barder Udan brat Adjacent finished grade must slope away from the building In accordance with local 24' o.c max building codes - typically a minimum of 6' in the first 10'. 0= 1„g Do not install PrevailTM products, such that they may remain in contact with standing water. PrevatlTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, inducting commercial and multi -family projects, where the span of the wall is significant in length, the designer andfor architect should take into consideration the coefbdent 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: JOINT TREATMENT Required farFactay Bull ColorRnWi, Recommended for Primed producq It is not recommended to use caulk at field bull joints. Figure 2 water -resistive Wrier Joint tlashl yygg Uoln WinsWplankeoge ° oowater-resisdvebarrier Install nks in ° o modem a contact ° 0 o° ° o arter sMp to l plank angle Install factory finished edges together at butt joints. \ leave appropriate gap berHeen planks and trim, then caulk"' As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SIUCA DUST Prevail"' products contain respirable crystallIne silica, which b known to the State of California to cause cancer and Is considered by IARC end NIOSH to be a cause of pricer from some occupational sources' eathbg TWVIZRUNW M MAY amounts d respirableslapdust can alsooldrgincreasks. Durina instefiafiorh or anbladeanddustredusawatladhedtoaHEPAvappBcabbgovemmsandmanufaurerInsUtrdormatbn, refertoon UhsUuctlonsand MaterialANDINSTALLATIONTIONSMAYLEADToSERIOUSPERSONALINJURYORDEATH. axamre PR1007-0114 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 stud water-resism barrier , Maintain a 114" clearance between the bottom of Prevail'"" products and horizontal flashing. Do not caulk gap. Figure 7 sidng Do not Caulk 1/4igap Bashing n rg Maintain a 1" - 2" clearance between Prevail'"' products and paths, steps and driveways. VsK V Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS** fascia Maintain a 1" - 2" clearance between Prevail"' products arid'dei:king material. Figure 5 siding I reslswater eve p border deck material IU9 1•- r L W ioblskiing ledger At the juncture of the roof and vertical surfaces, flashing and counlerflashing shall be installed per the roofing manufacturer' s instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure e 1 r- r Figure 9 KICKOUT FLASHING Sp z<, 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 eavarmmrw step flashing. Where the roof terminates, Eck install a kickout to deflect water away from DO the siding. It is best to install a self -adhering membrane on the wall before the subfascla 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 HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" -- O.C, max. stud 24" Figure 10 Figure 11 1 1/4• min. water -resistive O.C. max. '•- ,,iaw •""" overlap Minimum overlap 1 barrier - o for Both Face r I I o and Blind Nailing I °I blind nail - I s/ 4•-1- I l I o I min. 11/4" N face nail ovI r water -resistive 1 114• min. water -resistive I barrier overlap barrier ' Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The Illustration (figure 9) and associated text was reprinted with permisslon of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline. com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel, placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind bads may not be applicable to all areas where. The manufacturer recommends the use of quality, hot -dipped galvanized Local Building Codes have specific jurisdiction. Consult the manufacturer's nails. The manufacturer is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. PrevailTM products near the ocean, large bodies of water, or in • Fastener heads should fit snug against siding (no air space). (fig. A) very humid climates. • 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) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush to the plank with a Prevail'" products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening Is highly recommended. Set air pressure so that ' Do not use aluminum fasteners, staples, or clipped head nails. the fastener is driven snug with the surface of the siding. A Flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help M Countersunk, control the depth the nail is driven. If setting the nail depth proves ® ®IX7M Caulk & difficult, choose a setting that under dines the nail. (Dave under driven add nail 0 nails snug with a smooth faced hammer - Does not apply for installation do not under go NOT to steel framing). Figure A Figure B drive nails CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkiriglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. aint manufacturers specifications. 9adc-rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and he of any dust, dirt, or mildew Repriming is normally not necessary 10D% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA PREVAIL" LAP SIDING WIDTH LESS OPENINGS SO 5114 61/4 719 712 8 8IN 9114 912 12 1so=1005gA) (exposure) 4 5 6 6114 6314 7 8 8114 10314 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 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 185 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 168 188 140 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: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code@ Secfion 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 7/10 South 2010 JHTL An rights reserved. TM, SM, and ® denote Additional Installation Information, PREVAI LtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Product Approval a USER: Public Userj=rp Product Approval Menu > Product or Application Search > Aoplication List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived fJ Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.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 0 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 G Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.ndf 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:lhvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 IFL• # Model, Number or'Name Description I 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 1I ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.ndf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Reoort 04 " Soffits final.ndf Created by Independent Third Party: Yes Backj Next, The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 350.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: ER® Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.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 Matenals 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 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, IN Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 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 inz/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /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. aYr R p ENs FsO 2017.09.01 1.. No 74021 10:06:18 04'00' 0-P STATE OF iW AN ••.'c : Zachary R. Priest, P.E. O R Florida Registration No. 74021 ONgLE;%% 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. Appendix A 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Lo tion Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 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 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 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. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lpanellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch ocand securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 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- t27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 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 leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12 inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank naringlichinchail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP 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 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 B INSTALLATION Note - Refer to the APPRovEv Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. IW" engagement(for wood substrate) or min. 0.097" dia. T-nall 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) 1217-1 12F-3 F" CHANNEL Wood, Concreto or Block w; YO STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" AIN 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 n„ ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' I I 1 rD IIATMO ND PATTERN LDETAILCROWNSTAPLESII , USING A DIAMOND 111 Imo— r, IIIETV0121 11 PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4- X 1/4• CROWN FACIA BOARD a• 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F• CHANNEL CAN BE PAINTED S.S. 4a• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT-• 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE GIST IL DIAMOND 1 DETAIL PATTERN FACIA BOARD fie• stTvm i ETHICS / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 MR 4 3/4' X 1/4' CROWN S' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) Na x PAINTED S.S. 48' FASCIA CAP 1/2• x 3/61 head O.C. diameter screw, J/4' X 1/4' 16• o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 t- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'ql' CROWN STAPLE OPEN RAFTER FASCIA BOARD N W 3/B' 1•NUI 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 11,:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail IMCIN` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' DIAMOND PATTERNI DETAILCROWNSTAPLES; USING A DIAMONDr r PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWNJMNMNFACIA BOARD 8. 11-3/4• STAPLE ON CENTER TRIM NAIL P• F' CHANNEL CAW BE PAINTED S.S. 48• INSTALLED CAPWrnlTHEO.C. FASCW NAILING FLANGE UP OR 3/4- X 1/4• DOWN CROWN STAPLE SOFFR-• 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 10 FASCIA CAP SOFFIT T4• CROWN STAPLE OPEN RAFTER FASCIA BOARD I'tt' CROWN STAPLES SOFFIT & FASCIA USING A OIAMON0 DETAIL 16F-2 PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA CAP: REFER TO SOFFIT & FASCIA f' CHANNEL OETAIL r 3/8 soFflr: MAx.16• I _ SPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 1 SOFFIT STAPLE L;DETAILDIAMOND PATTERN 1 FACIA BOARD yr atrvao i I soars i ASCLA CAP 3/4' X 1 /4' CROWN STAPLE 'a" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' x 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 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 t• TRIM NAIL FASCIA BOARD PAINTED S.S. r.} CROWN FASCIA CAP STAPLES SOFFIT USING A OWWNO PATTERN: REFER TO 1'4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t• TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1-4- CROWN STAPLE - FASCIA CAP: REFER TO SOFFIT l FASCIA / \ DETAIL ]_ zoo 9 Nomm rah' STP Batten Anthared to SOFFIT: MAX. tA• I 3/8 F-CHANNEL Rafters vile one Td Ring Shank Mill 41 every Rafter WOOD SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM MAIL fASCu BOARD PAINTED S.S. 14" SMOOTH SHANK FASCIA CAP ROOF MAILS SOFFIT 1'e4' CROWN STAPLE 1 t• TRW MAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 1'.4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT !< fAS[U1 DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters Qh one Id Ring Shank Had at every Railer WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARO PAwTEO S.S. 146A i' T-NAIL$ FASCIA CAP SOFFIT 1'4- CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARO PAWTEO S.S. SOFFIT & FASCIA DETAIL 2417-3 & 24F-6 1'4' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA OETAR. Nominal Par sYP Batten Anchored to SOFFIT: MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Nail at every Rafter 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 I- TRIM MAIL FASCIA BOARO PAINTED S.S. 1-4- CROWN -\ FASCIA CAP STAPLES SOFFIT USOIG A OIAMONO PATTERN; REFER TO CANTIIEVEREO 1'4' CROWN STAPLE SOFFIT STAPLE RAFTER OIAMONO PATTERN OETAIL FASCIA BOARO SOFFIT 8 FASCIA I i- TRIN NAIL PAINTER S.S. OETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT Z FASCIA oo OETA0. Nominal I- R r SYP battens scabbed between ranere and SoifiT; MAX. tA' J-CHANNEL secured wall one (f) 7tl rtrp stunk null alrafQht4ua00 UuouOh We rafter Into the and M000 SUBSTRATE of the batten or two (2) 70 shank nab too4wed on either side a1 the battem at the battenfrOtter intersection SOFFIT STAPLE OIAMONO PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 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-R. 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,nc 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 FL12194-116 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 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 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean R of8Height Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hotfft 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 1 -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 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 318" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 3/4" 7/8" 1 1/8" HEM T r 1/4" T 6"FASCIA i" 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 aisrn 18' BLANK 3 / 8 PRonLE 2 ns au osrm a aaoo 0000 aaao aao 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8" 1 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/81, 1/8" 3/8" 13.75" BLANK 3/8" PROFILE z„sue 0 Sr nv 027 TO o.in-rr 0000 000 00000 000 0000a ooao 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 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) CTtA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y tR r ilo 1,.••.,\G E NSF. '• No 74021 O'.• STATE OF ON ALE; CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to 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" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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. 072-inch dia. x min. 3/16- 0 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. panelandsecuringeachpanel llapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ 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 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 ocand securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0072 inch diax 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 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 leg staple spaced 8- finishing nail with min. t80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch O.C. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No. 2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. ishanknailchinchail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 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 1) min. 2.25- staples in diamond batten or two (2) Wood le spacedlegstaple finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten two lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d fin g pattern spaced 16- 5- 7min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch O.C. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. No. I Installation Detail Min. 3/8" head dia. nail with min. lk" engagement(for wood substrate) or min. 0.097" die. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, Concrete or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 1 Ur ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN OETAIUSINGL3/0`KrV=j CROWN STAPLES A DIAMOND % PATTERN FACIA BOARD i i FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8. 1-3/4• TRIM NAIL7-rCKANNEL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. CAN BE PAINTED S.S. 4a• INSTALLED WITH THE FASCIA CAP O.C. NAILING FLANGE UP OR 3/4' 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 I—CHANNEL 1-3/4' TRIM NAIL) screwed to soffit PANTED S.S. 48' with one(l) N8 x 1/2• x 3/9• head O.C. diameter screw, 16• O.C. WOOD OR BLOCK SUBSTRATE Sf1FFIT—max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD 1 . y) sir arVMI 1 sr ts ASCIA 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL fASC1A 80AR0 PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARO u w ver aNla 16F-1 SOFFIT & FASCIA 16F-5 OETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA OETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail Min. 3/8" head dia. nail with min. 1!4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 8 System No. Installation Detail i ` SOFFIT STAPLE OPEN RAFTER „ 3/4• x 1/4' DIAMOND PATTERN LDETAILCROWNSTAPLES USING A DIAMOND r PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWNjTRIMMLFACIA BOARD 9' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 4a' INSTALLED CAPWmiTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' CROWN STAPIE SO_max. 16-inch apanWOODS SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-R6 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4- CROWN STAPLE OPEN RAFTER FASCIA BOARD P3j' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 8, PATTERN; REFER TO OETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER \ oo TO SOFFIT t FASCIA OE TAIL F' CHANNEL I 3/8 SOFFIT; MAX. 16' SPAN W\ / SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 1 SOFFIT STAPLE DID 1 DIAMOND I DETAIL PATTERN FACIA BOARD sir scTvoMi T*acs 1 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' X 1/4' CROWNFACIA e' 1HANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER jS.S. PPAINTEDS.S. 48' FASCIAO.C. 3/4- X 1/4' CROWN STAPLE SOFFrT—max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I e TRIM MAIL FASCU BOARD PAINTED S.S. r e CROWN FASCIA CAP STAPLES SOFFIT — USING A DIAMOND PATTERN: REFER TO I't' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 1'4' CROWN STAPLE --- FASCIA CAP; REFER TO SOFFIT & FASCIA \ DETAIL NI'2' SYP Batten Anchored to SOFFIT; MAX. 24' I I I f- CMANffEI Rafters with one Id 1 Ring Shank Nail at W000 SUBSTRATE every Rafter / 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 I- TRW MAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SMANN I FASCIA CAP ROOF HAS SOFFIT rah- CROWN STAPLE 1 J- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 OETAIL 24F-5 I -at- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL rat- STP Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL Rafters wit Yt am Tdhoe" Rip Shankof very Rafter M000 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. I14GAi' T-NAILS FASCIA CAP i SOFFIT 1'.J' CROWN STAPLE 1 f' TRW NAIL FASCIA BOARO PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-3 & 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OETAR. Nominal ti2' STP 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN. REFER TO CANTILEVERED r-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I t' TRIM MAIL PAINTED S.S. OETAIL 24J-1 & 1-4' CROWN STAPLE 24J-2 FASCIA CAP; REFER ToSOFFIT L FASCIA DETAIL 8• Nominal I' r SVP ballem eoeuwren am SOFFIT; MAX. TA' 1-CHANNEL ec)?d umd ` am(l) Td'kro Slunk nell etrelphI4 Wletl WOugh the raker into Ute dw WOOD SUBSTRATE of the batten or Iwo (2) Td MID stunk no" loe400d on WUrer $We of me banem W the batterWrafler Inter Wn 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 0 shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,n, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean 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 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 r60 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 r60 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 1 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 3/8, 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" r 1/8" HEM T 1 1/41, T 6"FASCIA 7" BLANK ICOMFTair vIFW 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 18' BLANK 3 / 8 PROFILE a aaoa 000 a000a 000 00000 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D J 1/0 //O 3 1r0 -rig 3 1/0 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE S.1 r3• acr 0 W TYP 07STT 0127 TYP oaaa 000 0000a 000 00000 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. Florida Building Code Online1 /2/2018 r-- Bu sines s Pr"Ossiorral R egulat ion BCIS Home I Log in I user Registration I Hot Topics I Submit Surcharge I Slats 9 Facts I Publications I FSC Staff I BOS Site Map I Unks I Sear. dbrick!Product Approvalr4USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobaIn.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Hamer@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%2OCode%200nline. html 1/2 12/2018 Florida Building Code Online 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 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 wie 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 11cena under Chapter 455, F.S., please click fig. Product Approval Accepts: f® file:///C:/Users/ERappold/Desktop2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 23: 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 2507.2.7.2 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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: Enti 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 02/25/2017 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 Certificate of Authorization#9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/Z027 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20"', XT"' 25, XT"' 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House ShangleO, Grand Manor ShangleO, LandmarkTM, Landmark"' IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark "A Solaris and LandmarkTM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake"', Presidential Shake"' IR, Presidential Shake TL'" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTM, Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT", 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 2507.2.7.2 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 %d = 150 mph (V„ it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd =150 mph (VI, = 194 mph). 5.4.3 Classification by ASTM D7258 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,sd = 250 mph (V,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 353Z.09.05-R33 Certiftote ofAuthorizotlon #9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 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 / 11905.2 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 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or 119051.3. 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 2512 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" mn)t (305 mn) 5mm) lanl 1"(25mm- 15t( 305rnm)--J—(305 S/e" (145 mm5r/7'Pi* T METRIC 131/e" f 131/e" 131/e" 1"( 25mm) Sealant 1"(25rtm) 6, 4.. Frgum 113. Usefour natlsfor eaeryfue shingle: STEEP SLOPE Use four nails and six spots of asphall rooEng cement* for every full shingle ( Figure 11-4). Asphalt rooling cement meeting ASIWI D4586 7jpe Il is suggested. 1 tooling Cement Apply 1" (25 mo) spots of asphalt rooling cement under each tab corner. Figum 11.4.• Usefour nails and sir spots ofaspball aamart on slecp slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20T", XTr" 25, XT" 30, XT" 30 IR: Cut Shingles 1* 1 (25 mnjl — I I 2" ( 50 mn) Remove` 11 11 j lIt tl tl V -— --- 12 Cap Cap Cap 305 mm} Shingle Shingle Shingle 1 Figure 11-24: Cut labs, thm lrbn back to nrake cap sbingles 6ngh[ sb dimensions sboum). 305 mm)Fast cs( 6 Sh W \ar0 ptVA0Figure 11-25. InskWior of asps along Me bips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` 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 of Authorization e9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2027 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. RSmnl 1'05q"_ W1UQ Nad mum , Figure Z: Uw six nails for even' feel/ shingle. Q0TRINITY I ERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1125 mm) from edge of shingle. &phah roofing cement meeting jWM D 45,,46 71pe II is suggested. Hip & Ridge for Arcadia'": Cedar Crest", Cedar Crest'" IR 11004 1'(tS MM) _ Figure 3• Usesky nails and four spots of asp/xdt f" kk, cev 1 ou steep slopes. Use two (2), minimum Minch 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® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. ar 203 rpm) tr IME> re ( 305 men) e51 It" s Hand - sealing adhesive 4" 114" 3/ 4" If— 1" Dab of asphalt cement between 1" shinglelayersExterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthadroNon #9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. i MOO 0,0 00,P00A0 Illy o Addhieral mile A Rgihmd. 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. LRAN t' C2 mm) \ Roofing rAVW 6.6.1 Hip & Ridee for Belmont® or Belmont* IR: 6.6.1.1 Option 1: For Belmontm, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont° IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont•: Shangle® Ridge Figure 17-1& SbanRle° Ridge. Remove18tae Exposurefrom the right side g• and fasten SECOND Fasten the f . left side 85/8- RIGHT FIRST LEFT Figure 17-19• Installation of SbangleO Ridge shingles on bips and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use five nails for every full Shangle. Vol F- 5B" 15 ram) Figure 17.4. Use fire nails for etcny faU Grand AlanSbangle. Carriage How Sbangle. or Centennial Slate. QOTRINITYIERD STEEP SLOPE Ilse seven nails and thnr spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and throe spots of asphalt roofing =Lnt for every full Carriage (louse Shangle and G numnial Slate. Apply asphab roofing cemcmt 1' (25 ram) from edge of shingle figure 17.5). Asphalt roofing cemw meeting NTI D4586 T)pe II is suggesitd. 38 mm) or Ite3 J 1. esi8" 16 FWwr 17.5. Wien lasta0tng Grand Alanor Sbangl a on strop slopes, use serer nags and tbnr spots ofaspba0 mu lag cement. Hip & Ridge for Carriage House Shanelem and Grand Manor Shangle: Refer to instructions herein for Shangle* Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 1Z" 143/4" 12" 305 mm)-- —(375 mm)-- —(305 mm)-- aramosawo sa outw+arnaw eeaarwstrAll" 1 —l" (25 mm) Release Tape 1" (25 mm)— NailableT- Kea LANDMARK TL NorthGate: 13V 13" 13'/2" 1 —(343 mm) (330 mm)——(343 mm)-- 1 —1" (25 mm) 1" (25 mm)-- rd flgrrre 13.4. Use four nails for nro-full sbingle. WIDE mom 1Y 14314' 12' AREA +— (305 ram) — (375 mm) f (US ram) Nailrg limb 1• (25 ram) nal Ire Y (25 mm)— — er mW in El 71 Nang arm for Im and standud slopes (Isom 2:12 to 21:12) Nal between upper 8 boar Ines es Otown above. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Certain7eed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R32 Revision 13: 09/05/2027 Page 7 of 12 STEEP SLOPE Use sLe nails anti four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ANTNI D4586 l)'pe 11. Apple I' spots of asphalt roofing cement unde each corner anti ai about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) 4T, 1"(25 mm) Nail AreaForslee 25min) ---- 375 mm) Release 12" 305 mm) rxe... 1"( 25 mm)- QOTRINITYIERD LANDMARK TL r- 131/2" 343 mm) 13" 330 mm) 131/ 2'=+ 343 rem) 1"( 25 mm) va Figure 13-5: Use six nails and four spots of 1" asphalt mofmg cement on steep slopes 25 mm; NorthGate: STEEP 12' 14-3/4" 12' SLOPE I—i tn5 rnmi— i— mac .. + — i --1gnS rr Nailing areas for steep slopes (greater than 21:12) and " StornAailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark"". LandmarkTM IR, Landmark'm Pro, Landmarkr" Premium. Landmark'"' TL. Landmark•" Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/B' Mimi) ( 250mm) 41515/ tli 6' ( 125mmmm) (1(125mm) 150mm) (150mm) Notch for Notch for Centering Centering 12' . i 7131/4' 7 3nm) Notches for Alignment to (337mm) Notches for Alignment to the Top Edge of the previous (18lAnm) the Top Edge of the previous (195N Cap for 5' (125mm) Exposure Capfor55X (141mm) Exposure LEnglish Dimension Metric Dimension Shadow Ridge— Shadow Ridge — Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5B47 Revision 23: 09/05/2027 Page 8 of 12 QOTRINITYIERD 9 1- 13 1/8" II—(333 mm)—I Centering Notch I 5/8`-{"5/8•- 1I168mm1I168mm 13114' / 337 mm) \ Align tf T Centering notches to top 7 r/ 13 1/4• Notch edge of (184 ) (337 mm Align These 7pevleuscomae notches to top edge of ( mm) previous course. NorthGate Ridge NorthGate Accessory 3gym) -'I f / ,/ Laying Notch I I i 5•("') I F/gure 13-20. Use laying notches to center sbingles on baps and ridges, and to locale the conact erpasum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate ofAuthorlrotion a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R72 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. NaDing (r 40' Guide tines (1016 mm) 51i4' - 133 mm) . • • • . 141/4' 117 38 mm) (362 Trim) Z NOTE: Apply nails on painted guideline. Figure 16.6. Fastening Presidential and Proldw1W TL Sbake sbingles on low and skatdard dopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails In between the naWng guide lines, apply 4 nails 1' above lab cutouts making certain tabs of overlying shingle cover nails 1' diameles asphalt roofing cement Figure 16-7.- Fasiming Fra/denrfal and lbesklentid TIt $bake sbingfes on sleep dopes. 6.9.1 lip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL"', Presidential Solaris"a• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL Is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® 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, use me nails and eigla spas of asphab roofing rii0ae 15.3.- rusreni g 11a11ms.Vringies on ecment for Garb full Itwrms shingle as shorn abma Apply I' Gorr and Standard.9opes 125mm) diameter spas of tooling cement WTM D 4586 7j1)e 11 For lo%v and siandanl slopes, use 8m nails for each full suggested) under each tab corner. Press shingle into plate, do na Itaueras shingle aM Minim abmr. MPose cement. CAUTION: too mutb mofmg temem can cruse shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9503 6T" EDITION (ZO17) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 20 of 1Z 6.10.1 Hip & Ridge for Hatterasrm: 6.10.1.1 Option 1: Accessory for Hatteras t 2 Figure 15-14, 18 lbrea piece units separate to make 54 Hatteras Awa wrysbingles 6. 10.1.2 Option 2: Cut Hatteras Shingles f— 9.. 230 mm) I I I I I I I 1--- I--- 18- 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure I3-20. Cut Hatteras sbirt k4 to make cots cap. QOTRINITYIERD Fag g tg(460 mm)`' 0o h r203 mm) a `25m 1 Figure 15-21: Instaalatiorr of caps along bips and ridRa 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 21 LOW AND STANDARD SLOPE: STEEP SLOPE: Use MIT nails and BIGHT spots of asphalt roofing cement* for each full Highland Stale shingle. For %Uami-Dade, SIX nails are required Apply I' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting AM] D4586 7)1e U is suggested. Maml iaib otnqurq 9X m18tl1•rl5mm) OADN of ao«ni• MsnCo ngv" SUIn btkmrob IIIYdeO oNr " Au o oAOlwn Figure 11- 3. Use FDW nallsforetuy H/gblaud Stale sbingk Figure II a, Use MW nails and mgbt *ols ofaspbrdi roofhtg ocnrmi under eacb tabW"W CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11. 1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar CrestTm IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Ce Ificate olAuthoriratlon U9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located :Lc shown below. sealant 1156 min} Imam-.) I - QOTRINITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below Asphall roofing cemet meeting ASUM D4586 Type II is suggulcd. Apply l'(25 nun) spots of asphalt roofing cement as shown. CAUTIO\: INcessive use of nx,l'ing cement can cause shingles to blister. tt.us'I T Roollo0 Gmam 101 Ototen"rI 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest"', Cedar CrestT" III, Shadow Ridge"A, 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 / 11905.2.6.1. 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-R13 Certifloate of Authorlration p9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online D. .. • 0 Business & Professiorral Regulation Wk.— m SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I BOS Site Map I Links I Sear. db a[[ VV••\\1f/ Product Approval I USER: Public User Product Approval Menu > Product or Aoollcation Search > Aoolication List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.nd Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDgtF2AezualgOiAramDGm5ebt5wRV128J8d8c6lCFKFGNQ%3d%3d 113 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 summa of Products -- — _-- — -- _ FL V Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 I1 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments 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 Underlavments 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 Il TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments 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 Underiavments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments 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 Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underiavments 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 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 Eva[ Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Asphalt saturated organic felt Installation Instructions FL12328 R8 1I ]BP14001.4 2017 FBC Eval Report TAMKO Underlavments final.ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https:lAwww.floridabuilding.org/prlpr app_dti.aspx?param--wGEVXQwtDgtF2AezuadgOtAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 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 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nde rlaym ents Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKOV No. 15 ASTM ASTM D 226, Type I undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 30 ASTM ASTM D 226, Type II undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC 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 400F. 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: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate 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 TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKOV 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-RB Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY' I R,, 11 Pr, i No 74021 STATE OF o t` • A- P _ OR1. •N` SoON AL EX- 4 % nl 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. 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 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U ndedayments 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 TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO 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 underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50OF 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 TAMKOO 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 Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKOV 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-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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturers application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. It 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. R. ,A'0iGAP. '9iF'•, No 74021 0 * 'Cr= STATE OF :W Si`,s, N AL `` % 111111 1 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4 1/2/2018 Florida Building Code Online Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ; Stats 6 Facts I Publications i FBC Staff ; BCIS Site Map I Links I Sear. F Product Approvaldirox) USER: Public User J.- Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived _ Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes 'No , I N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://fforidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPt Xouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 11/08/2017 11/12/2017 FL ft I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/26/2022 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16053028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R30 C CAC Lomanco 700 Series - NOA 16051028.odt 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.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 11 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 I I The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Arcessihility Statement ;: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%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.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 changc 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. AY4 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-Catesorv: 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 Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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 Root Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/." from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 410 zzzz:x 700 LOUVERED ROOF VENTSERIES NOA No.: 16-0510.28 MIAMMADE COUIM FIMMIMIN Expiration Date: 08116/21 Approval Date: 06/30/16 Page 5 of 9 zzzz:x 700 LOUVERED ROOF VENTSERIES NOA No.: 16-0510.28 MIAMMADE COUIM FIMMIMIN Expiration Date: 08116/21 Approval Date: 06/30/16 Page 5 of 9 I DETAIL B 11.00 16.00 750 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 FAtiTFNF11 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT N o j L NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 91 2100 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28QMMILAAMMIADECOUNTYExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, M IAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 3)4 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 louvcrcd 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" diamctcr opcning. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl 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'/" aluminum annular ring shank nails. With the first nail 1'/." from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M. R 0 I m M P=-, 700 SERIES LOUVERED ROOF VENT M. R 0 I m M P=-, 700 SERIES LOUVERED ROOF VENT i DETAIL B I......, 16.00 ' j 750 SERIES LOUVERED ROOF VENT 9 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C t 1 ' jr I 1T..Oi7 --) 16.00 750-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 b DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE U NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM4In. 11-11 DIADE M IAM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMFDADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Catet=_ory: Roofing Sub-Catep-orv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 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 Auencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1'/4' from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMFDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 081 6/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT 1 700 SERIES LOUVERED ROOF VENT 1 DETAIL B F--- i t,00--d 16.00 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 qoj 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 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 r SM Home I toy In I User Registration I Hot Topics I Submit Surcharge I Slats a Facts I Publicatlons I W Staff I BfaS Site Map I Unks I Search Fblida Product ApprovalrUSER: Public User Product Approval Menu > Product or Aoollcatfon Search > Application Ust > Application Detsll OrFICE T FL FL158-R10 CRETARY Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST.CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cpaMno®castcrete.com Technical Representative Craig Parrino Address/Phone/Emall PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category- Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2D14 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Productle 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.Ddf Approved for use Outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.ndf Impact Resistant. N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2D18 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-082 .18.odf FL158 R10 11 NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back rloxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: e50-407-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prtvacv 5latement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.467.1395. -Pursuant to Section 45S.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 d personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts:. IRR® Credit Card Safe MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miaml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwtiv.miam1dade.¢ov/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 N iami-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 AM (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. MISSELE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufactttrees 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 AUE COUNTY NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq /Z S/Zo17 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] 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 Mach 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and kfilled Models, total of (13) concrete lintel specnnens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systeni'Mamral 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 Mach 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 Mz ch 24, 2003, last revision dated March 11, 2008 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/23/2017 E-1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 412-0209.12 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 "1 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. D. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RElV. E. MATERIAL CERTIFICATIONS 1. None. C,ffefiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11)2018 Approval Date: 09/28t2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D, QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REF). 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. a' Helmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 8-3 e HIGH STRENGTH PRECAST AND 4R t PRESTRESSED CONCRETE LINTELS 4"'SOUD LINTEL DATA TABLE i s l; QT.L m15 i iQFirdl:J d? :',aG i ra,reltliIli7t"C KIMAAUl:L111 t427M rflr ll: .: aA J 6" PRECAST U—LINTEL DATA TABLE @r j K i7o"€i{iE'7iiir U'"i1iAY is f J Cr'7 i'S fII.iiyl C FL Flci'i21 Ems# fJL O errt a::ara:.i oarwca! i rtcalr:r o t rrraru erarer-rmraav o rr'r r*771 ro r LA!' -I FZTU n.Tr!a ra-a raj Z,ar^7iFEF,.F."lrrm?vr, rL7lw mr.,r.rtr.c rrarsri>• rajlr. l.i..:: fr J r 90 ecrr+'7r•t<irraor,,,,, 5T.C-Arr&wo I :rrcarR Qo ararr[LT7rt:erervr::r: ara90 at&7Artom.rFf ili.,ryrtl::Jf[sr:10 aT Cs. >r ar,n ttts:.f LFr:y_t Jltitisi+o E Mmul TYPE -a- TYPE 'A' 08F W.- W E ila a+raaaa ow"Roo II ola0laaaPal OM +nmru. M a raotman ar CU Mar Wlla AID cam a avaooam a olamiia NOlwl tog PUMP V... OaRaafi CAA -Cam USA, sm L + Maaaaa Gild •pa W AS°i AMC M. $4. AM A W&M 4. Palma aaarl A AO a CM LwMa - tall N aia a AM MIA L Rim aL IDIAL rAau r iaaua ou1MMa AMCaa0u $Vj= Laacs°e SfKW ai /i - Mar rO lal ALL a aiM Aa Li aM aaa Olaf tD r aM Maoama aW ra M=M - aL r r LA 6 - 3M M na 4 EMM SWIM - 4. ilea lY XWOMANO an MASU a MM LaoO LlaMawIMiiollama"ai ar SAW 4M ala to aaa MID M°a a a!a na Ga oaA a a da if am unaa ARM alawa lua IML a+ ,'+ G PA ertanucr RGvww QG P, 8wi ft b+aiAteQivvlwl CEN ' ,O •.+ A Nb _ 0 Z p ucsacvlstln 0.4 nao wAdir400f ulin+P alw+ pvmu AMMONo/ lblp/8 c alavAwliNo t ONALE t PRECAST AND PRESTRESSED LINTEL DETAILS r GENERAL W01 Q Ldafde loirr.r•W) ow • um•ad rmr ials luo w ramdr 1a 16u1 2 V1. 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SEE SWE LATI M. LOAD T11 M FOR LOAD MW y,1 rF cm RILL Cam I/Y C1R TYP t. ;v 1 J _ RB3FR FOR 0' LKW S IOSYA FMt Ir WOW CR40 or GM SAFE LOADS FOR V SOLID LINTELS W-4- M GRAVITY TYPE LENGTH 4S8 3'-6' ( 471 PRECAST 1180 4'- 0' ( 481 PRECAST 959 4'-6' ( 54' PRECAST 759 5'-10'( 701 PRECAST 480 6'-6' ( 781 PRECAST 360 7'-6' ( 90) PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-•6' ( 126' PRECAST 116 12U8 4" r4a• n UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N-6' ( 421 PRECAST 687 371 4'-0' ( 451 PRFTW 597 320 V-6' ( 541 PRECAST 529 258 V-10'( 701 PRECAST 407 148 6'-6' ( 78') PRECAST 366 i 18 7'-6' ( 901 PRECAST 280 87 9'-e ( 1121 PREW 187 55 10-r ( 1261 PFIECA4T 152 43 12F8 12F12 12F18 II) bumm & M addd obf M M bacied d W 6 u of W Odd m,. 1 X y,r J BU8 6F8 OF12 6F16 0 • li`; g;:L, PROD7JC1' 11gyAb• Op ,;:'J. ••'' dmamwrrea,ImmaFTm+ a ?r*•,i: +, • • Ode /8 7 .. .. 1.. L}. •. .<. TYPE 1361GI4ATIOld •; • - e. • ''r-- ^; r. mtar aml amr/a u•um 61 I • • • • `•.' :`y: y:.•. a}•r, L'., +A.';•sr.J-J 12 16- 2B/2T ; ` ::...; •.- t ? omaalam J J Laoa °„f' +` .;h y<T ' :1,,,Y%. ,i~,•, M.r i ,.%v+•. L• ,; v.. fir• ! h ggqy F^f " J r• A. •..t4•' itii `aY •.•i1'r da {p dam as aY aamf • .' •• .• w•i i .L:i:.;• , :•.':>.••: 01 avoID Jal MIND '•• !` ''I 1.c ir:': , 'h::~ •J"fi 4' 'yy^J. 4S8 ,; :`' y .• gr , 12F28 12F24 12F20 o Yam. ®' ;=• i., :'. : pJlmom Imtra•• a ^; .:a =* + PRODlICfa 1TW181iq m,o ma rum i ' 'ti• 4i' Si' T 'Ti• O1d1 pdd 0l aiOmo PtoNda 1 s ''''°"°° • . ., • • . • . :• , p •%% :• l/=CRAIGPARfl180 ¢Joto"pral maa1A'a.. • • f8Ir WMAMIWMTN •• R l V , •'. 8324 CR 679 6F32 6F28 6F24 6F20 q 10N ..* SEf{#lEFI. P-Euc 3358q d Qeaa 44750 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES GERM RLYMON y^ -/` " nlf Bua oBwBs-ld adex m auN amswa uTs viRRidfB adw < WoiiO . am ?Ann dt - WA Ba rm• owwana tHd12 9107 I Of 1 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS WW,tm 9 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 UO-10 GF12-10 5FIG-18 6120-16 GF24-10 SM-10 5FT1-16 3'-6' (421 PRECAST 23J2 2678 3892 5050 6146 7227 8297 9357 4'-0' (401 PRECAST 2025 2313 3592 5050 11145 7227 BUT 9357 4'-6' (541 PRECAST 1054 1887 3833 5050 6148 7227 S297 9367 5'-10'(701 PRECAST 1067 12M 2198 3557 5734 7227 637J 8225 6'-0' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 083 1459 2168 3151 4524 6654 7 9'-4' (112' PRECAST 564 660 1056 I= 2084 2795 3731 5017 10'-6'(1261 PRECAST 568 895 1270 1706 22M 2895 3747 tt'-4-(138' PRECAST 457 513 805 1133 1507 1252 2492 3163 12'-W (144') PRECAST 425 477 744 1042 1377 1769 2235 2000 IS-4'(1601 PRECAST 373 417 646 895 1170 1485 1652 2285 14'-0(1951 PRECAST 351 392 Go 835 1087 1373 1703 2087 17'-4'(20n PRECAST N.R. 299 455 620 794 885 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADEO REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATEM LOADS FOR A-PRFCART ILLPI CAA i""" SAFE FOAD LENGTH TYPE GUS 8F8 Rl dU 3'-6- (421 PRECAST 587 1055 596 4'-0' (401 PRECAST 487 787 445 4'-6' (54' PRECAST 416 609 344 5'-10'(70') PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 115 9'-4' (112-) PRECAST 173 352 74 10'-6'(126') PRECAST 151 276 58 11'-4-(136') PRECAST 139 311 49 12'-O'(1441PRECAST 131 277 44 IN-4-(160') PRECAST 117 223 35 14'-0*(1681 PRECAST 111 202 32 17'-4- (Mn PRESTREMED N.R. 130 21 SEE GENERAL NOTE IS SAFE UPLIFT LOADS FOR 6' PRECAST U4JNTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 0-11 VU-IT 6F16-IT 020-1T 924-11' 6F28-IT IT 3'-6' (421 PRECAST 1412 2074 2715 5 3997 4638 5279 4'-0' (40' PRECAST 1225 I= 2367 2913 3470 4027 45W 4'-0' (541 PRECAST 1053 1592 2084 2577 3009 3562 4055 V-10'(70' PRECAST 831 1222 IWO 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7-8- (901 PRECAST 648 063 1249 1544 ro 1840 2135 tq 2431 9'-4- (112-) PRECAST 575 571 980 1252 1492Is 1732 1972 10'-6'(121n PRECAST 314 402 787 1121J 133q,155IJ 1756 11'-4-(136) PRECAST 474 404to 885 985 f213 1{{2 1645 IT-O'(144' PRECAST 454 367a 619 888 1093 1299 1506 IS-4'(1601 PRECAST 402 JOB 516 736 906 1076 1247 141-0(1881 PRECAST 368 285M 475 677 837. j 989 1145 17'-4'(2081 PRECAST 253 200 338 476 585 693 80J THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GEIME RAL NOTE NO. 4 IA10 PA8R040 19111CR579 44ER R. 335H PROMcr Ravam B Marl ii h 0s Ptmtda ActcpW,ea xo -O Z/.l8 I8 fly6d1en1 PR0DUCrR8VW5D xrftv1016/ F Wd. A"Mck to No o O S. o 7Quoo 0/8 a Cbaual ra. rc uli.nU,OW56 Not RYI REASON a e CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES y, mom apm-u ouarr an aaAu uouoo auEr am am aJl4/W tAtq ah aAR PISMO, ra. -RAG r1. 408 1 olrll m call wff 2 w l 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELB WFONI r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206 111a29 Iva-29 1IIta 137a28 11174-29 11/26-2B MR-20 3'-6' (42' PRECAST 3428 5000 5838 7619 0352 11060 12755 14433 4!-0' (461 PRECAST 2923 4232 5838 7419 9352 11060 12755 14436 4'-C (541 PRECAST 2396 3464 5304 7519 9352 11060 12755 14435 V-10'(701 PRECAST 1611 U20 3218 5234 8487 11060 12755 1 0'-6' (78") FREW 1383 1986 2579 4196 0421 10032 12755 1406 7'-0' (901 FREW 1135 1628 2131 3218 4576 5756 9753 1 V-4- (1121 PRECAST 706 1216 1535 2230 3053 4167 5593 755 10'-C(12n PRECAST 614 1043 1295 1853 2510 3323 4334 5632 II'-4'(1361 PRECAST 518 045 1162 1649 2216 2893 3719 47 12'-0"(144' PRECAST 455 878 1073 1513 2020 2617 3333 4206 13'-4'(160' PRECAST 359 767 926 1294 1709 2188 2743 34W 14'-0-(168') PRECAST 321 72 0065 1204 ISM 2017 2451 3106 17'-4'(2081 PRECAST KR. 4510 031 881 1141 1420 1750 2102 19'-4 (2321 PREOAST N.R. 343 477 700 925 1152 1360 1400 U) THE wnm a NOMRM /a pomw Rel{RT m FOR TIME 40 FRO M M R®1A ITS Gt9M ROTC IM 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS m-*"m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R06 12915-11121110- INMWE 12tf16- Il M- tMI-21 IMW21 4'-4' (521 PRECAST 25M 2942 5468 7584 9540 11669 13679 15M V-41' (541 PRECAST 231911259 2740 5468 7584 9840 11669 13579 15678 V-8' (6n PRECAST 1347 1841 3555 0395 9640 11669 13M 15W% T-IT(701 PRECAST 1755 3351 5954 9358 11669 13579 15 0'-8' (On PRECAST 924 1430 20J3 4415 ON 1 125 1480Q 7'-S' (00' PRECAST 703 1203 2157 3494 U59 79 98U 113 9'-8' (1161 PRECJST 389 843 1451 2151 3203 4427 5417 8380 TIE MMM IN NR90RM ME FERWff M== I= rmTFI a C,ay.4COM SAFE LOAD PLF LENGTH TYPE 12US 12FS RCMU 3'-6' (421 PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (S41 PREEAST 1049 3922 2417 5'-10'(70 J PRECAST 681 2547 155 6'-6- (7n PRECAST 579 2187 1 7'-8' (on Pff"ST 474 1771 91 9'-4' (1121 PRECAST 355 1326 58 10'-8'(12n PRECAST 306 1143 454pa II.--4'(13n PRECAST 278 110411 38 IT-O'(1441 PRECAST 260 971 3 13'-4'(1601 MAST 229 657 278 W-or(mm PfIFJ'AST 216 809 251 IT-e (200y PRESTRESSED N.R. 633, 8 19'-0(23n PRESTRESSED N.R. 534 130 ai V TWIG IV 4'-4' (6n PRECAST 4'-11'. (541 PRECAST 5'-8' (651 PRECAST 5'-10'(70l PRErAST W-0' (801 PRECAST 7'-8' (901 PRECAST 9'-8' (I Is') PRECAST PoDucTRevw, wwere t4m;, pBZ/•/ 5 BY 8 m,nol SEE GENERAL NOTES - SHEET 1 OF 3 munim of an—.. I tamm& SAFE UPLIFT LOADS FOR 12" PRECAST U4 JNTELS W_* t41 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-11 IM11-21 W111-21 IN20-2112114-11 11121Jl-2r 3'-6' (421 PRECAST 2752 4287 5613 6938 8264 1 05M 10915 4'-0' (46') PRECAST 23M 3721 4072 6023 7174 8J29 9477 4'-C (541 PRM%7 2113 MlI 4310 5328 6347 7365 8354 5'-10'(70) PRECAST 1623 2327 3310 4092 4875 5658 6441 0'-0' (781 PRECAST 1444 2972 J675 4378 5081 5784 7 -6' (90' PRECAST 1287 1787 319 J608 4417 5028 9'-4' (I1T PRECAST i028 117 2008 2590 3087 3533 4019 10'-8'(1261 PRECAST 920 947 1612A22MJ27640 3853 11-4'(1307 PRECAST 858 829 1104 1982 2441 290 3384 12'-0"(144' PREMI 614 C 753 12109 1788 2201 2616 30.12 IS-4'(16n PRECAST 678 633 1057 1485 1820 2169 2513 14'-O-(166") PRECAST 6n 586 974 1365 Will, 1993 2309 17'-4-(2051 PREEJIST 4344 427 695 964J 1182 140 i623 1y-4'(23f) PRMAST 368 370 593 817 1002 f187 1372 1) aE h1XM I9 PARUQIE95 AQ RAM9 9EaR'J = FM 9M 40 Mg M W REMIL SM GMM MM In 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 61s1f60ET0 I SAFE LOAD -POUNDS PER LINEAR FOOT V••ENS 447 T 4'-4- (52) PRECAST 1526 1 2685 3740 4'-6' (541 PRECAST 15M 2532 31M 5'-0' (68' PRECJLST 1210 2042 2650 S.-l0'(T0l PRECAST 1173 1954 2769 C-8' (801 PRECAST 1020I 1536 2426 7'-6' (90') PRECAST 9040 1226 j 2163 9rg (1161 PRECAST 703,4 77l 1472E N{RmfltS a PNal4nM ARE Ft19ERI IETRR00I6 m bj4G AW MOm IE99L sft ocam wt In 4 N CFJUQ PARRINO a 33584 PRODUCT'REVISM eA NmGbin",Tae J'6EboDoN• p3 L&9 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 1 ® v lm SM= I uuu +vww 1 G m= wn O "R hE - 1 90. 44541 oEAIIXCOa UIFu aozT a ai A l MIAMIDDADE MiAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIt) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.gov/eeonomy 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 AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig 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 a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E.,, M.S. NOA No. 17-0821.19 MIAM DADS COUNTY t/ Gr/`-' Expiration Date: 05/21/7022 bq / Z8 )20 / 'j Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 41 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamom P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for 05 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84MI9.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Fi11ed Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21=2 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. Letterfrom 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 Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E, dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Leiter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A, 4 &,/, e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OR21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per 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 (RER). E. MATERIAL CERTIFICATION 1. None. 7 r Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition lmy A. Makar, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 0 21/2022 Approval Date: 09t18/2017 E-6 7 2'd 0A RRUPS TYPE "A" angRUPS TYPE "B" STIRRUPS E Y 73 n STIRRu BARM h I rV 8 SnRRUP A Is STIRR_ U P 0 i, U 1 fir,. 7:- ttli. r7L+-•Y Rr: hi Y 1 siiE/ t:i::.ilLfW[ZFidvs•f<1• YC: L•.ii i[/i=•r:. L Ali: 1 •a CI i<i.L.±l OC ii['fEJL-'J 1S1 i 6Zti1 1LCli<7 Vt3':J iCii f/F3:,`.i U.52iClEi+i• f ffiGii CII Ciit7ti'..1 UL i UL3 :7[Fi'rti! i f<s uruE3tvsv r.i(t tc:r ra sa tWITV, 1 U MM A" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE i U'ff jLr; lli t^.y . r1• vY7 lu•pt<fi Y;Y (Ts7v.•``iCT C I! iiC:Zi G'''9 R,'i 4'!! pi3 ESdi vITia i c, cso+m.a[:a._::rrc s:,,;vrzL: •,usz r aa rr ucira..zt rsirarucs:.:arr:s,..,rrrr+• ctir criv o stc-,ai:u i as>wru an rRcca=.::n cir.r. o rf;ancsr t eu r ar„r.::cc e riy 2e1t M nanomw wmmcN O rnww roe M oo=1Hfllorx. fAQ n aEM rf of ,I= tAM Ara CMW W ar mnuvrp w.m p m.'.".." l`. wtpa. pyQ 10' 1[f6i ,/n ttu aw :11a K .. wro m TOrAt, YrClm a .,wa. p f3 p 1l0.4.! w YUI M14.7/1. 17py1 t011- IMAMM .A'. 0¢N KPRRO b WYIC{7 NAMO Idpt ! OOe aI 1 7 G00 f0 OGYN YiOM SEM AMAlfa77. a N • 6 9N1 TNC traroe! tas p.a :robe a.matrs mxwc aasp= r.. naf fn rw r no VA Flumuver. am tmbi r.. .. atm w. All 'UM, rapr tmou wptmalwa taae ra am run= rmci • 67e " . • am or abam. wu n Iran u umL K ftab Uf16 wwW 4Ac L s p m Irx" fuumsw w twbr t4'mb Alu tt.OlYi ratan ENs • '.y Paontrc aavla9 aepfw Rvawrlorm! Amptam. i.! oio3. eZ. uxirur•S/tG q CM0 PARM y a I, G`.` WRrER FL =04. R_P.E. UC.10.44760 vb, CAST—CRETE 8" LINTEL FABRICATION DETAILS c oACC nomn v I nenc Ma V PRL4vAST A PRESTI3ES812n U.LWTELS 010' SAFE LOAD - POUNDS PER LWEAR FOOT T YPE LIiNGITH Ne-mm aa-te er1245 3RO-N mrm-N 021• 0 624-N M-0 om-u mr37rse OU-11 3-4 (42'j PRECAST 2231 J001 37n e163 01m m051 SM 1=1 MW 46M I 9%U 1 730 4m4 113b4 INN 4 -0' (481 PRECAST 1960 2M MI 3M 4m3sel AN MCI 203 teas 1 elu 7347 014 IM IIm1 4'-6 (541 • FRMW 1599 Ism 2110 n31 3753 4m 54W om 210 un 6113 75a emz7 tome I= S-1' ("I PFMW 1217 13- rate la tIa 3a0 42A low 3fna elms TSa 9M to 5-10'()07 PFOTASi IOC 1103 1173 431 2m 04I 3mm 1451 San 430 se nml ran l;-8' (76') PRFGkiT 906 12A 117/ MI 37m 4w Sell 12n 2177 31m Sat I= I sm 7-8' (90 PREC15i y loll 1711 2M lam Md 3Nl 30 loll 1 2W 3m sal offal eta 9'-4' (1121 PRIMAV 55 fN I(W leim 2me1 Na 261m 3702 a 1243 160 2M 31® 400 83111jo 11-6-(126-) PREOASST 475 ao 12a 2W fill 2163 tail 113 tot: Imo 3 Ml U44 7el8. I7'- (iJn PRECAST 362su so 73m IN zim 3117 4" an 346 1360 Nts JIM 3n1 40m 12'-e(1441 PRECAST 337 Go m UM Ia4 IM teat 35st M m3 1254 104 2193 21ab SW! 13'-4'(ion PREW 205 DI m Imb MA I= RI1 10a 471 7m t 14 1039 014 14'-0'(t6n PREGISr 279 rn 703 10113 lam 107 1117 2M 441 Tao toot Ism toms Da 2W 14'-6'(176') PRFSiIESStD KK m 71 1a tat Iw In 45/ 70 1370 19m 7113 2017 D12 16'-i'(184j P NA sm m a a m a 4R 710 I= Ina 2m0 mo six t7-4'(2Cs1 PRPs1RES5FD NA m sN 13u lwm IN no 11P-4'(2127 PREx1RE55ED a 0 IR a KK m 215 474 Imo low m 1315 1719 zt.-4•(z6 PRa1rr la nl 1a a Im 3a ae 45esI 1114 lw 14N 22'-d(26nPPJ39EM NJL Im toe a a a ra lm 3N m 1W im 131e 24-W(25n PR6mmo N2. IR IR mR IR NI 121 2w 4343a 1 Ist Set loot I?a 8AF6LATPRMUTADS FOR o"t=A&" a cn=Tvtfaomn im MK" . an . SAFE LQJW PLF 1@IGTH TYPE SUB 8F8 RC LU 3'-6' M- PRECAST 1025 1024 1598 e-4' (481 PREOIIST 7195 753 1309 C-V •(511 PRECCAST 592 591 1073 S 4' (041 PWAT 411 411 745 5'-101(ml PRECAST 339 615 8'-6' pn PRSDAM 221 490 7-6' (On PRLZ'i1Sr r2W 534 363 I V (1121 PRBASr 512 230 iC-6'(t26) PRECAST 401 180 11'-(13n1'RETJISi 432 i5h 12'-0"(1441 PRLiW 244 402 137 13'-4' (1501 PR cm 217 324 110 IV-e(1601P)tFmr 205 M 1 100 14'-r(176')PRES N.R. 2$4 91 15-4'(104') PRFSiRBO N.R. 259 83 17'•-e(2051 PRESIAFSSiD N.R. 194 64 to'-4'(23Y) pfonoo M.% 148 52 21'-4' (Z61 PRESi OND N.R. 125 42 2-'-0'(2641 PRWRM N•R. i 19 40 24'-0'(Z n PRFSIRESS>S N.R St 33 SAFE UPLIFY LOADS FOR 8" PROCAST & PRESTRESSED U-UNTtLS 4'""-'elly' SAFE LOAD - POUNDS PER L NEAR FOOT rm LENGTH mtm-ft ttm-2t err NIrD I enc-tt M&M tl IFm 7f er2att M A I 4711-rt 25-a om-rt 612Iir J-0" (42 PiOEDASi Ion 205 bw CM 7mI Ira I2ms 394 43H SI01 Sa)32 Ml 4'-0 (4n PLIEOhSr Oa 10 JIM 381e emm 13N ztas 31N 3n1 4m7o son 4'-6' (541 PRESI15i 11117 200 Dar 3M 400 all 5M f!m 2m 2747 5 4"m 4711 mat 5-4 (84' Pf AST 1014 n M 2m3D M 216 4521 late 1713 tam Imo 33a 3f01 45s 6'-10'(707 PtECIIST tro263 310l 41n S71 15Ammo ZMW3 3W on 6,-0' f737 PRE015i 4a 1 I 3nZed m Ida I= DW 3251 3712 7'-8' (0 PRtTAST m 1 let! Jim 26D 38m m 214 1f24 tm11 I/L 1 2m 13ua 9'-4 (1121 PRECAST al 7um Imp 14N Ws slrA Imm 91 441 93m I943 IM I IM 1 2111 to'- C(126'PRELI TL rm HIS Nml 3m tort bM on imm 1a2 imiad lim zits 11'- 4'(1357 PRECAST 414 04 We lWo iD 1513 fm 494 4W Minos one IfQ mad Nib 21e1 t2'- 0' 144 PRECAST ao M tt4 sae II WEIses 4m so Salo 13m INS Nt 20sal 13' 41(on PKW 418 3m a SO 76 mc1 1143 I3U 4N . 400 7m 1IS4 14med i smu im t4' -0'( 1687 PR87 ST 3e435fa M 724 omm 10% 1220 4to 0m m 100 in lot. im 1C (17C} PNESLRESSED III 33t M amn on cd 97411 1131 Ifo 3m5 Sass eeo pol 130d 1518a1734 224 s3o 30 See 4m mts 07 sae M 1 San ua a% t 17'-4'( WSJ PRES MMED to tat tas 3me 4W o01 I 74 e3a 1 730 iDl 1473 to'-4. j2v) PRESR03Sm In to 3N 647 sa a In 20 42m czt ea 051 20 new 142 142 Ia 2a 3or M 333 07 4m 7210 so mat IN oN 0.( Ptr6TNE55m 131 1070zfs its 020 546 Sam 137 223 So ma mQ a1 PRT$MeM IN 12) 170 3Q2 207 Trip 4' D 4110so A eD Sam 1) 7W NUMBERS IN PAR19MO315 ARE PWW Rmlk',iIONS MR GRADE 40 ' SEE iE711RA1 NOTE RD. IS ON 9W 3 OF 3, tt+) I FRO AODm REM SEE GUVAL NOTE NO. 4 ON MW 3 OF 3, 18ODUCT .`I a = ugdyG%%, A0i Sam Florida" Pmddm gy 0e 1Ud do OWNe Cbdo a227•lg ORP rvkb ; AamlO=ft, j 8 .19 Oro 2e r,• a ourt. ; uvkpjoo 0 2t W. 7JCR31 Nl77CQ - StIGE'f 3 OF 3 W44CLIYI01 Utlab PI1t FG1R711 MUU61RM run lawn N EE CEtffltlll KME to 4 ON MW 3 OF 3. r NtoC11C7Aw mw Movebmwabrld" - MWPAMM 04CR67A 51f4R1ER, R. 63584 r1lH:f UI iieQ}wr:L•11iClQUI I i1Y1d y11' - .- I,\IdJ[h l I3 r:1 7Y1F.1fU: .7O;FA: 1 ' r 1r G_v(d:[ 19 d rd7:(a•rF hl; y CYI ! 'CJ S j(,', ; a IN91.r] . Iid:rJ;ai 7AYY[U:f -i ""• _ ''n"a.'ME I 1Y,91UIad;7. l;la7f,-t.is !rmyWA[N r- 4ee1:a e.'r7avrrV Lenox FOR R" PRECASTw72• RECESS DDDR Ud1MELS M-4-m>f SAFE LOAD - POUNDS PER LINFARFOOT LENGTH TYPEr14S4 eE6m art Berl lff a Now eRilHle lWII W14-I YOIe-1 eg71-leRm 4' (52 PRF1:ASi 1741 33 9 3M 434e 5m1691 J_ 9479Gm 4'- e (541 PRt3 W 2 7 5u45,•(' a0l6°° e SM 6RU 866 im 1710 297 3402 1117 24MM M 63e9 7M1 5- ld(70 PRECIST 810 IN 160 I490 2114 U40 3q{ 1143 2M 4242 eea9 7 BM PRE ST 901 IUD 3120 5046 7747 1445 73a 901 lens 3121 6016 7915 9M 1 7- t; (90 PREClST 869 la 410 24w 3"ll 3743 7239 l as 7 149D 246e 317e 57 0" 9'- C (1167 PIiEC/6T 411 4 0w 15" an 3120 4021 3146 1i20 tw ISOe 2257 3129 4150 m. twe LATERAL LOAM FOR M DRp .d.4rad 2• 12MMS hhhR Ud.-1NTFLa A ,,,,./ 10",,,, SA LOAD PLF LENGTH_ TYPE 8RU8 8RF6 RCMU C- 41 (521 I'IEPiIST 758 1 757 1164 4-- e (341 FWAST 694 693 1073 S- 8• (66l !WAS 408 407 655 V- W'(701 PAEGIST 362 381 616 C- r (8Gr) PRECAST 595 788 464 7'- 6' (901 RtEr'AST 509 674 363 9'- r (118' PAEOILST 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECAST wT a• RECESS DOOR U•LKIELS Oxr- om SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 01- I1 a1 vwn -I a -I eaFto- eltrm-rt 11eri- n o- eE24-s ml- eirse- 4'- 1' . PRtXAST 4"`' on rcta 23a a9u J751 496 e110 I Ims 2m me 3 1 4445 e140 4'- 11' (54 PRBWST eel 1eD4 ZV2 mm awl 4D5 4143 80 1e04 lad 2M3607 42" 4W 6-- e (601 PWCAST w6 1 t797 2a2e 2954 33e2 3911 Q5 Uw Tm 2M 2154 39a mil 5- 1d(70' PAtTI15T w 17d t2a1 tn3 a2ee 2719 6s Im 1746 2M an 3M 17" 6'- 6' ( maw W 1 l9eD 242i uro line IN LNt0e0 I= IUD 248 1 2e79 33N 7, ( 9 ew 742 p91 1 tw 26e7 ewe 606 89e I]K IT15 216e Aw no 9'- 8' (1161 PREICA4T 4n ae1 1222 ea 2100 ass sw 19n IaacI nm I mix I LMI THE Nll mM N PMMESI9 ARE PEACEW REMC11ON5 FOR CRAOE 40 SEE CEIM MTE 16 (1) THE Nl0dOM IN PARENINEM ARE PFRCdU REDOC110NS FOR CRAOE 40 FTU AM REBAR SEE OQIM NOTE N0. 4 nM AOOEO RISK SEE QOTD414 NOTE NO. 4 o 12) IY ndm e-1/r Yel stake d 0o eras b r=W" TYPE DESICNATION Ildrd 7 9+1• aY a d uwa F F• IMMMR/iY.mmus ddm eprd Y .s.d• sE{a IWI 6>06 w eDY tlP.a ''+ F eOm w Ue10. cm d' 000 1S>b ad.a d ldsb trYW Y dre7 ls•. &!fl 6Efl HEY2 Eia toetmr 6r 2 r19w 1. eYou a •.1`i=Wd gne"°0 i` : y(! rI A4,e i'.0210ara.ara .a •Y eo' rpSH6-1B IT rlw A9 4.r 1ao 1 .•Y.r } 9}d tp yy A i6 rfA Ll YJ •} IOJ lir h.9ei hmW bd S 1• y r„lid 6.,lgY y1,d1Y, ii 4 WI—w IeaO— Sd. 6om.dr bd 90Y41 mJ SIDODd2 4 1' 1 . •- f faR Y YiA rrN Y Yw me. Gid tr9W ad ooa w . YI Nm sat fMpe .Dw. 1b10x 1L rERIe 11[yAnr 1Sa1or Udos. 41 I7 Mo9IIn ae1 +DeeG a"l. d. Yd we eolYepd 6mp maa m an mew w sder w ..llotladsV) 3* b" r• ov.rl amw Yea. 41 Il. MAN Y pn. 2ob 10"N Ye pod rdrdtm lw IQ Sea I" l ud a fdow a••h• a•bls iw b 690 .w /P JII • f • ? 1-1/2 CUM Bede a etl •m own ' YX r ear-tv .p zw ! p1 a 10 mar..i Idend Y.1 a w .aldssd ar der 6 atA'od hv . •• f C41a flfa>IG r/ Y Yi.aRWo4 MR (yW'' a•' P I ridaia6 mwde aL 0+100 mon s edd ae 66f Wie r iJi . `. •;• ion dw we6 dretdla •"I wow 61itif f.eeee. IYK3.1 a. ells fMUo 0060 ae7'0y U966K Ptmid{ Garr Cbda 4 9Ar. Md idlelw M w6d's1.1 Ito75r.6osAo.raee" -022 /9 m• 1500g1 t r: i. y '• 3 y- L 4 j9 Erie R e01g11 r4w e)Yd rp./a•Ywl d ill goaawrbed 67 .7 . • . o• {900. CCoyCoyMd am a * tlVAM FOR LOWMM4. r * e.c rewY.b Inr W ed. lem YYa q Clsmd := w yp 11 O... ear , • MeamD=RG I tine F6,d jim ed1Yd °.rmomr teAib oomtd and asn d e-ap 4m 15+ ,%v.: REpFO M O6) .`O EN ' ,O••iedminyQdu 0 am vR0m=Rmmww 10 esUa 1dr ddd'rely m M Yotd d a. 6eurm d Os 1.Id ar9h 1• cLH TYP f, (?) 3 LREHM sa fide a° aD F7aTd0 .• 4 d rW40 or GM c • . E Aage m Mo i- . qS: 2!C i • "' - 7mOee ke 1 i, • g7, S A ff jA ! t CIMPAfl 0 v V 00Y4CTi679 MI I 4r j1c.'.::!,'ea1Ga, SEfRM R. = 84 h h\ i«:1;7:( dT u: d ii>t id: rliF1' 15YI.ryI:I•' r.:1al,icclar-:g,Imr4c 6ru::rs:r: FABRICATION DETAILS e:rai,r;nr:livlyri: : fv:F.a: ,,<.;;.i;'`' J. , `t;,,. • vk ti "4\_ " sZ r'ia''r to\f.1JreT.l];01m;f'1C9rsl: Y/-ZYlk7 %. >=-;t ..n •--. ;R' ` Ica:a.ul.;uauax•ta, iss r.rw_rdre- - - © onombh M IAM MDADE MIAM1-DADS COUNTY slaw PRODUCT,CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w,Y.miamidede.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consttvction 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 AHD (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 detaimined 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 Fligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Hgh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Pan ino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan ino, 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 manufaeturee'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 E3 as well as approval document mentioned above, The submitted documentation was reviewed by Remy A. Makar, P.E., M.S. An>_croutdn NOA No. 17-082].18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 0 l Z $/Zol7 Page 1 i-H LIOZ/8Z/60 :QqgQ IeAoiddd 8IOZ/II/60 :a;nQ uoye.gdXR 8I'IZ80-LI 'oN 'SON AoslAaadng uopaag lo4uoo;anpoid S. ,. .d ,leHeyU Aga ff 71"'Itfi an,o aouv!ldtuo.Dapoo .Su!pl!ng 4uno,7 apo(r-!titotiN,fg •I a3NTV ISSY A.LI'idaa 'a auonl • I SNOLL' Iaa a 'a auonl • I sim ' g 800Z ` II yajnN paJnp uois!na.r lsvl '£OOZ 'pZ qo rbyy palbp 'ours and 8!n r0 Xq pa,rbdaid '£ jo t g2nwyj t sxaags ,,salgt,.Z pvo7 afuS lalul7 „ZI 'P .,9 ,,p ala-io moo,, pally ' ZI9p.Zl 'oV Su!hw4Q pLw toot 'pZ yo.toN papp 'g•d `ou!atnd Slv.0 Xq pa-wdard I jo t laags „s1lvla(r lalu!7 passa-gsaad pmo Jsz ud„ pally 'Z19pCrg 'oAl Su!,cwja t SJNLAd, VUa IV 60' 0ZC"0 #'IvA02iaav snouai Ia uamm aa,i.i.IIAiaas uaNaa a 'Z ZooZpalvpslanpordpassa. ysa.id.rojlnnunyytuaJs1,S,0yD)taalas,3-lsbo 77 toot I . fbyy uo pastAa.r slalu!7lsvoa td apbyq aurgonyq ala r3 sn0 .tojlvnU N.tualsds !lbna • j WOI, Lvalli HHO ' [vrd ivj/q 'a 9• d 'ow.r.cnd 8w.13 ,(q palvas pun pauses y•d oww r S! v t.q ,(q paenda td `sa8bd OpI `£0/6Z/SO paJvp `s7alul7 aJa.ro ;sna .rojsuoJJvinoln0 'Z d ' ou!.cwd 81b.e.D Xq palms pun pauSls ' yd 'oull rod S: n rD Xq pawda.id sand 0Z '£0/6Z/SO paJop `slalul7 alalo isn,7 sojsuounlnolnD •Z SNOI1. v'Iaa'rva 'a Y• d 'uotuvH • y .tagdolsr.rgD ,(q palvas pun pauSis '£0/0l/p0 pajop 'ypoloE 'oAr J.rodag `sauojv cogn7 gmmasag pa/lddy dq pa. roda.id 'p6-6ZS-d I USL' iad 'suaugoads lal 4130-1 uoo (tI) jo 1010) 's[apoyy pallAl2 pun pall!.d s7a1u17 a)a rauoD Jsvoa.rd „ZI 'P „9 ;, p uo Su!Jsal lv inxal(uo 1.0dw 1sa,L •j S. LSML 'g g• d 'oul.uvd Atv o ,(q palvas puv pauS!s sBul,Kvlp woq root '8Z 1!.idy palvp I# uo!stna.e lsbl 'root 'pZ YawN palbp ;s7•d 'ow.UVd Slb tj dq pa vda.id'£.(o £ y8no.u{J t s)aags ,,s'algv.L pbo7 aft lalul7 „ZI :9 „9 '„p ala.0 1sna„ pally ' ZI9p.L7 'oM Su!nw. (7 pub £ODZ 'pZ yl-wN paivp `g•d 'ou!.uvd S:v {7 dq pa tvda rd I jo t hays ,,sl!n1aQ lalul7passa4radd pun lsvoaJj,, pall!1 'ZI9f,(Td 'oJ18ul4W-V •j S ) NIMYH(l ly fi0• S09o-£0#'Y'b''Ao*aaav snouaua uac Nn Q'3.L.L wows aaNaaIA.a 'T auI lvsa a;avolsua Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" do 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By M.tami-Dade County Department ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Ae-" 4 dizoe2:: 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 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1, None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). 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 SUBMUTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mrami-Dade County Department of Regulatory and Economic Resources (REPj. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. U" He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11t2018 Approval Date: 09/28/2017 E-3 i HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Tree 'er TrPZ 'A'VBF L l•.. 71 ? 7.' 1. vlla WLAILWAAat7/L1 l/dljLt- SVt71it11 1 4" SOLID LINTEL DATA TAME F2T I l.r JMunn Cii F'6G[tllJ_'1SSaE'L'i I, F£ l' :1dS:rilidi i 6" PRECAST U-LINTEL QATA-TABLE is r o rtr E ac2[o WYlAl a e r_ n:; ar:i::oar[eie_rn r:a cap ucm rai,[rera[.i::.ua-aerrr*nnc-Ia w.ana GCta c.:--[G RFf r to_ rare rr.:rv. ra•a vt ft]ir':Tl[i 7rlr Ir-TMIrd i'£O rotas n>"lrrsani rzvrrs rrcaaal7cariL rltrl, rraarz on—M i C-. To Et7 r c m87 r.1me-i 2l. I" 1!F_ar12IL-Jrraar:a1±'..1rrzlarr7ar7 l rr 1 r"©rLxr[ra a i r jrfTGwrtL11"[V•Aworu.v me ti r-,T , acts 1u au1 rr'cu rsrarr r. t F1 • !': 1F.:I SCIi im /117 olov WGO OIM R ""1" 1" "'"" AMrOYAL Q O mum a C0p"= LAYSAID cvwm all arraGGKm Oa fgaOam VIM= lug lam "Alp Gallon cm -cm aa, am 1. Garaafn GRW r/U of AMaAa1 a& as. W n =9 I. a1@/aa 910111 h / AD q as 10GW . n" ra flat A /9Y Yla G. Wo W tr MM R GMM =On AG oaarf aaraao L moom 9mom h . am to Ka AL a two 40 Lt aO1 rfr am m as, ffi amK aW1 m gum - m V gun uma r, t1K ral rW a = MM Guns . 4. nu iKa1K® Gcan axm= tan 5=1 O1 iK11GMa"K cur ua as ao IG K Am to same a gK ram= tKr tra6 m a Ap la Rf filar A70 WX"M nW IML 161G PA. PROD=Rrvmm MGM%CoAowUhllroflai VR 40 0. 4 , oaryf aw1 -0 21.g or1y mtnePtutaa BdIdW o 00 _03 Oar'%/'%gJ•' CRAKi d i ; O R I V PARFYNO . falls & It PEUC.t*44M I — PRECAST AND PRESTRESSED LINTEL DETAILS N/ Mr. I mu on Lana mm I rAft m =a GQ*M 1) ;. 4- Poper{ pppC8Ii''.,'-,';'d Wool coo sRR-ep npt•aiNn•mrw• pr° 10 . b00 . 4 maid pv( iy 11~C1'gD0 ap Y ar 3 yAa! Siff bob f r M Wd In1I fl"Wu 0 fo&% by % Q W 5 b Iw 3) Pm" bi male bed aril but Idnb. 4) la mm6w in pam dtm** blkda *A WoodIssbeOs• for pods 4o dW sldM rAsr. EoMdAs r/ Ipi aIstYa i •~.Iy4N y(: d) . Im p01 H 5) A fold+ slmd d %0 d 17-/' a bow4 —d t/ops 140 dakd(^ We b faasd b nMi• w Rome "an Col. bs>Jas If0L3. u d) More lid bbk to mlphL 7) 4' add bbb to to H. a/ C &naba admdd ud Ir •oca" s•Bnd 5) ksld.0en/Nndnneot • dklr! mod cagy dh w &'CM kvd a abvebsd Nmob. y1 aeddabdag4amlam awm a1 mictim anm! and sbmd 4--a q few &sowv 14 rosmm'db ed : no ad s-I (.q adiu d Ow aft b 13) IM sdabr Aden ol abb bdm is adssbr cxwds =omm To rd are 1 a 0y0y0 4 d 4b= Ribd b ammfta= 11MhyA= 0- s1QY1[ 0 Weil "@C* 14) ksb ah•Id a w a ti rrr"le.e« c Apptd seBco11w1 dd pllel eAmeld Oed S IO Sdeti bo/ 3•b Iwo 15) far Ilrnlpdb Odd blob ad shun aw sole lad fsm• ••d bw W do" 16) for fad WqW Id sba% L a,b bad *= sssd Wp A WA d•as 0) Us bob = sepldl•lad ab.Ab bods. IQ Sol• bob asd sa mbyoW d dy o msRtpb s p0m5 1C 00 and AC JIL 1 kWbms ad maaq- bob p0i•1) aam Ou fatd Su dmisi 1WAmd"W 1/ Y (ER 1 RON FOR a IJWW i REM FUR 12' UHMS or OW SAFE LOADS FOR 4" SOLID LINTELS Wr, 4Am GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'- r (451 PRECAST 959 4'- e (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- C (700 PRECAST 360 7'- G' (901 PREG15i 260 9'- 4' (1121 PRECAST 156 10'-- 6' (126') PREICAST 116 12U8 4- 41." UPUTFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (421 PREGLSI 687 371 4'•- 0• (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 258 5'- 10'(70' PRECAST 407 148 6'- 6' (78' PRECAST See 118 7'- 6' (9n PRECAST 280 87 1121 PRECAST 187 55 10- 6'(1261PRECAST 152 43 121` 8 12F12 12F16 11) Boom add sdw mbar to a blew m W tmasm d Bm aw colt . s ' •`, sTii:• ?; y.7 Ys.n• T 1• PRODuc' i'mm 8U8 We 81`12 8F18 p omaplpalg with On Fla# r 1:r , rr. ;;' 9uiklacww c Zl.lg DmoZI/ 8 ITIj f(' I 1 1 I S}%;13• cj-: y:f read- eesctlenox ,:, ''f .^- •. rr_ luaraou/d_aaam e7 • • • • % a'. ,s,1 •a'•S:ir ,`;^.•sir.T .. oymroff Oily •.• '^. ''s:R'.iK 'w'ii ':.'' tb a. 12F16- 28/2T s •_+ ?:}.; :(.1:% ' r'i`j`yJ" mm ImmJ m°wly"mis _;., i• Y: • .:;;r?,:::.'; ., .. MAX Kms • .•wry • .'7 «''a':'%! i ^ 'L•.•l, Fij•,.a 1.af Y•: •.Y N: m ts` •. y' l oi": s(r'1. •c. yi ti:;' ir.fs, mlaarbma } ayr' mo • •' ;j: ' .. S• .•S,r u . i. .' i ws1' •# y sole j! •'> iris .t , ,, ass rsw. • w, • • • • i t J., 458 .ti 1 G • A 12F28 12F24 12F20 Vz;VINN la trlWsa .. r.' ':1 yl•; • PR DUCTftliVlgry} ltuu uorW q1I baba s S, r w . d • 71; : UulldtylCoiasrtmalal7ol/aa tt 0 '•°w/abb1 • • •V • • • • • pQ:, CRWGPARRWO lA to • • /sg IrHOLM1wm it R Q. ` GMCR6A 6F32 ef28 6F24 6F20 O S'SIQN G` a.• NSFNEUR FL 85 68p50 Bc111Y—CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES B , I Gl.l { ` \M }AW&W-i ofPAM 01505-14 UMM P. NO AgM UAL LIA px1 311410 own As cm rL - ffL W 40551 UGW..RL U41131W I Or 3 SAFE GRAVITY LOADS FOR 6" PRECAST ULLINTELS M.t n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6O8 8F8-18 6F12-t 6F18-I t1F20-18 6F24-i8 8F26-1 6F32-18 S-6- (42) PRECAST 2332 2570 3592 5050 6145 7227 8297 9357 V-0' (45) PRECAST 2025 2313 3592 5050 5148 7227 8M. 9357 4'-8' (541 PRECAST 1654 1837 3633 5050 0148 7227 8297 7 5'-10'(70' PRECAST ' 1067 1260 2198 7 5734 7227 1 8297J M 1P-6' (78) PRECAST 949 1078 1831 2850 4328 6737 8297 SW 7'-r (90) PRECAST 770 863 1459 2188 3151 4524 6654 9357 OC 9'-4' (112) PRECAST 564 460 1056 1523 2054 2705 3731 5017 10'-6'(1261 PRECAST' 503 556 895 1 1270 1706 2236 2898 3747 11'-4'(1301 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-W (144) PRECAST 425 477 744 1042 1377 1769 2235 1 2808 13'-4'(ifi0) PRECAST m 417 645 895 1170 1455 1852 2285 14'-O'(168) PRECAST 351 392 ON 835 1087 1373 1703 7D8T 17'-0 (2081 PRECAST NAL I 299 1 455 1 620 794 285 1198 1437 n THE NUMBERS IN PARENIHESS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES -- SHEET 1 OF 3 SAFE LATERAL LOADS Fens A- ORFCAAT IL WWI -4 I WW.4.wm SAFE LOAD PLF LENGTH TYPE 8U8 61`8 RCMU4 3'-6' (421 PRECAST 557 1055 596 4'-0' (48) PRECAST 487 787 445 4'-6' (54) PRECAST 416 609 344 5'-10'(70) PRECAST 300 350 198 6'-8' (76) PRECAST 263 496 157 r-6- (90) PRECAST 222 367 116 9'-4- (112) PRECAST 173 352 74 10'-C(128) PRECAST 151 278 58 11'-4-(1361 PRECAST 139 311 49 12'-0' (144) PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-0' (168) PRECAST 111 202 32 1r-4'(208) PRESIRESSTO N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U-LINTELS owf9t1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6-IT WU-17 6F18-11 6F20-IT V24-II WB-IT 02-Ii 3'-8' (42n PRECAST 1412 2074 2715 6 3997 4638 5279 C-0' (48' PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (54) PRECAST 1083 1592 W84 2577 308 3592 4055 V-100(70) PRECAST 931 1222 16M 1979 2357 2736 3114 6'-6' (76) PRECAST 723 1097 14378 1777 2117 2457 2797 7'-6- (90) PRECAST 648 CA M300 1249 1544 a 1840 N 2135 a 2431 9'-4- (112) PRECAST 575 571 98) to 1252 1492 1732 1972 10'-6' (126) PRECAST 514 46204 787 1121 1 1551 1786 11'-4'(136) PRECAST 474 404 035 985 1213 1442 1645 1T-O'(144) PRECAST 45/ 387 819 8B8 1093 1299 1506 13'-4'(1604) PRECAST 402 308 518 735 906 1078 1247 I4'-O'(168) PRECASI 363 295 475 05 677 837. j 989 1145 17'-4'(208) PRECAST 253 208 338 476 585 693 803 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REOUC80N5 FOR GRADE 40 FIELD ADDED REAR SEE COOK NOTE N0. 4 8R1 3'dRROPARRLVOemcm WROt R. SM R_ P.E.UC.NQ.44M PROpUCT [ EvM 8-'W Ow7hrtmFhWd. Ae e1bMWo -0 Z(,!8 8 41 Oo"I 'hard. AignI N - 03.o7 bn m—y-com OF wCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES KIEHL. 1 _ " ta[ wm oasts a aeml m m9ul ouw wlr, 41A t91 -0 1/24m 4T, "ABC Amn f.G - aR EMI. <iltt DtA191 K 1T4411 SW t 411 r SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4ftv-4cpffn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 t210-29 IVII-29 M&20 W20-21 IM4.261125-2812TS7-2B S-6' (421 PRECAST 3428 5000 5638 7619 9352 11060 12755 14436 4 -0' (48) PRECAST 2923 4232 5838 7619 935E 11060 12755 14433 V-6' (54' PRECAST 2396 3464 5304 7619 9352 11060 t2755 144M 5'-10'(701 PRECAST 102 2320 3218 5234 8487. 11060 12755 1 , 8'-6' (701 PRECAST 1383 19% 2079 4126 6421 1003E 112755 144 7'-' (001 PRECAST 1138 1625 2131 3218 4676 0756 98 1352q 9- 4' (1121 PRECAST 795 1216 1535 2230 38 4107 5593 IV- 8'(1261 PRECAST 614 1043 1295 85 2510 33 4334 53 11'- 4'(1301 PRECAST 518 945 1102 1649 2216 2693 3719 47 12'- W(1441 PRECAST 455 878 11073 1 1513 2020 12617 1 3333 4208 13'- 4'(1601 PRECAST 359 707 926 1284 1709 2188 2743 3409 14'- 0'(1681 PRECAST 321 720p 865 1204 1584 2017 2451 3106 I7'-• 4'(2081 PRECAST NJL 451a 631 861 1141 1425 1750 2102 19'. 4'(= PRECAST NR 343 477 700 926 1152 1380 I809 1T) OM R R066 IN PAMOIEW ARE PU CW REONCI= FOR ONE 40 FIE10 AM EMIR L SEE CUM NMI M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wT 2' RECESS DOOR UAINTELS 4ftr-* w SAFE LOAD - POUNDS PER LINEAR FOOT LENGYN TYPE 120 IM-26 WO-2 IWIM 129T16- upitz-9 101411- 12RT30- 4'- 4' (521 PRECAST 2538 2942 468 7564 9640 11669 13679 15679 4'- 6' (541 PRECAST 2319 2740 5460 7584 96A0 11669 13570 ISM 5'- 8' (061 PRECAST 1347 1041 35M 6325 9640 11669 13679 15079, 5'- 10'(701 PRECAST 1259 1755 3301 5954 9358 11669 13579 15 W- 8' (801 PRECAST 921 11430 2833 4415 4 1 1 11 7'- 6' (On PRECAST 703 1203 2157 3494 5259 792E 9M, 11 9'- 8' (1187 PRECAST 389 843 1451 2157 3203 4427 5417 8380 SAFELOAD PLF LENGTH TYPE 12U8 12F8 RCMU 42' PRECAST 1296 4641 393 4'- 0' (451 PRECAST 1295 4841 299 4'- 6' (34' PRECAST I G49 3922 2417 PRECAST 681 2547 155 li- 6' (78 JPRECAST 579 12167 1 7'- 6' (90r) PRECAST 474 1771 914' 9'- 4- (1121 PRECAST 355 1326 56 10'- e(1261 PRECAST 306 11431 454po 11'- 4'(IMI PRECAST 278 10411 38 12'- O'(1441 PRECAST 260 971 3 13'- 4-(16n PRECAST 229 1 857 2 14'- d'(16n PRECAST 216 009 251 17'- 4'(206') PRESTRESSm N.R. 6336 16 19'- 4'(232' PRESTRESSED N.R. 534 130 am V null IV SAFE: LATERAL LOADS FOR 4' 4' (521 PRECAST 4'- 0'. (541 PRECAST 51- W (68') PRECAST 5'- 10' (70' PRECAST 6'- S' (8(f) PRECAST 7'- 8' (909 PRECAST PLF U) OE I AMM 6 FAW M$ AIM r mu R40W W6 FOR ^• ••" • • R PESOWOE40OA00R0MAIL SEE GuMK RNAE w < PROWCT1tSY1y p 41 Cm BWW. 4 '^m 6v PRmida SHEET 1 OF 3 SEEGENERALNOTESMMONMEMM OF illl I tf—M— A SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS con- 4"'_ SAFE LOAD - POUNDS PIER LINEAR FOOT LENGTH TYPE 12R8-21 1912-211914-2T INW-21 Iff24-I1 21 S2-2T 3'- 6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0' (48' PRECAST 2380 3721 487E 6023 7174 8325 9477 4'- 8' (54' PRECAST 2113 3291 4310 5325 6347 7365 8304 5'- 104(71f) PRECAST 1623 2527 3310 4092 4873 56% 6441 8'- 6' (7n PRECAST 1444 n6W 297E 305 4378 50SI 5784 7'- 6' (90' PRECAST 1267.j 1767 2553.13194j 3506 4417A 3928 9'- 4' (1121 PRECAST 2008 2590 3087 36 4079 10'- 6'(12n PRECAST 1612 2281 2764 3209 3653 1f- 4'(1361 PRECAST 1404 198E% 2441,M290 3384 12'-- r(1441 PRECAST C3664,37014 IM 1788 2201 2615 303E 13'- 4'(160I PRECAST 1057 1465 1628 2169 2513 14'- V (16n PRECAST ad 974 1365 1679 1993 2309 17'- 4'(208' PRECAST 695 964 118E 140E 1623 19' 4 (23n FRErAST 593 817 10020J 1187j4 1372 Q IHE RANKERS IN PAR OMM AIM PGWff 009=6 CID! QAK 40 Mb MW PEDAL SEE GMUL WX AL 4 9AFE UPLIFT LOADS FOR 1Y' PRECAST w/2" RECESS DOOR U-LINTELS 60ER11• I SAFE LOAD - POUNDS PER LINEAR FOOT W 4'-4' (bn PRECAST 1626 288b 3740 F17 4'-6' (541 PRECAST 1558 2582 3602 i5 V-8' (Gal PRE W 1210 2042 2850 i5 V-10'(70' PRECAST 1173 1984 2769 7 0'-8' (601 PRECAST 10201 1538 2426 14 7'-6' (90' PRECAST 904 m1226 21 1161 PRECAST 703,4 771 1147E M0B06 W PAMIOESLS AA[ r0109O RIIDAC W fo E/ V 440 FMO MOM RM SEE 90VAL NOTE In 4 7447 FRODucrREVUOD g w 101RhuPINRAa a albauACD 'O3 CRAIOPARRINO 0/8 V' ee• 6321CR579 IAl ...' 5fp446A,R 51584 °"°0 4, 44 Fi.P.E,yE,pR g umCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES M AM aura-14 OAANN On M W MAW 7AW ILTA WE, SAY13 6E6E0 0h °COI rAJIM. M - m N0. R6t MEMOL UMI SSE S Qr A MIAMI-D.ADE MIAMI-DADE COUNTY eEW 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) inv v.miantidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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 Panrino, 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. MISSEU IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E..,, M.S. MIAM 17/1DE COON NOA No. 17-0821.19 Expiration Date: 05/21/2022 Cq /Z / j / 7 Approval Date: 09/28/2017 Page I i- LIOZ/SZ/60 .a;ea ieAoaddd ZZOZ/iZ/S0 mea uopea?dxa 61'IZSO-Ll 'oN VON togAjadn8 uoyoaS to puo:) jonpo td S.N ,.a.d'.teaiew d ,(M drop laalS wR2t iur.ug dq .roga.r S# •iof96/£0/f0 Pa;DP ZS90ZW p8# moday uppoadsul pa#zpaD 111N OI dto,7 laajS utDgSulur.ug dq mqa r l# .cof •96/I Z/P'0 PaXP 80ZI ZW-68# podag uo:loadsul pap•t.cao 111LY 6 drop laWS urDgBulutclg dq rvgar y# rOf96/90/£0 POMP S086IW-68# jrodag uo/loadsul Pa1 ljra 11'I Y 8 droa l aajs urDgSki utg dq ivgar S# rof96/SO/YO Palop 61,Zog ii-p8# jrodag uoljoadsul patty taD llll'Y L dro,7 laa;S urvgSRt tg dq rvgar fi# r4f 96/8Z/IO PajvP Z££99b'-8S# jrodall uopoodsul patfljra 11;N 9 droo laalg urvg8ulut4g dq rDgar S# •iOf96/6Z/ZO PajDP fiI96TN-a8# j.ioday uotloadsul patf l.ta,71pyy S laalsl.cawV t[q mgar £# •tof96/SZ/fi0 Pa1vP 01,Z8L0-III Z# j today uopoadsul pat,filiaD 1l!N 6 Xuvdutoo uldgiD aqL Xq puvrls 2uissa.gs-ajd.'O-f 96/i7/II PalvP Sh£8-OZ# j•todad uopoadsul paMjl raD 11IN duvdruoj uldsl.to agl dq puDrjs 2ulssa os-a.td .rof •S6/OZ/90 PalvP SLZS`OZ# J odad uolloadsul par,(i1.ta011,N It frolnrogv7 juaurao allln40org mKopgjnog dq juaurao iof966I llydV pajDP 6# oltS jrodag uolloadsuj paykua,D I11IY I SMOILVDTAu2iaij 'Id'Riaivw 'Q g' d `ouumd 81nr,7 dq palvas puD pau8is '•g•d 'oulr-rod S/ lwo dq pamda.td 'saffvd Sp 196/II/II Pajvp 'slajur7 qou:-g aja.[o-jsD,7 1o SUo. Dlfl lDD, It d ' ouu mj l lw iD dq palvas pun pau$ls '•g •d 'outrrvd S*10 dq pa wdard `sagvd 6h£ `96190190 pajDp 'slajtg7 gout-8 ajar jsvD .tof'suotjvinolDo •I SI IOI.LVZ(l ZVO ' g• d 'uowDR -Vraydojst D dq palvas pun pauSls `Z6/0£/LO PalvP `gZOL6Z •oft idoday 'saMojv iogv7 yo ivasag patlddV d4 parvda.td 'P6-6ZS-gLY.LSV tad 'suautloads laju.1 ajarouoo (g£) fo lvjol 'slapoN pallid slajul7 ajarouoD passa4s-ard pun jsvoa.td uo Supsaj Immalf'uo j.todat jsal •I S. Lsal 'ff g • d 'ouurvd 81vr,7 dq palvas puv pauBts s,2uimvrp tljoq ,l fo I joags 1861,9Z160Pajnp y# uolstitu 'L6/LO/90 PajvP` _V'd ouurvd8lvr. D dq pamdard ;,salgvd pvo7 aft lajut7„ 8 a19.r3 jsvo„ Pally '817 '0l1 Sur, xvrQ puv 'I fb I laags '96/80/II PaMP I# uoislaar `96/LO/90 PajvP `Y'd 'ouurvd BIDro dq pamdard ;, sllvjaor uopnol.cgvd lalul7 /, 8 aja.eo irvo. Paim `SQg 'om $army to •1 SDM& Vua 'V IO'£ i90-96# WAOHadV Sf101Af2id RaC[Kf1 QML,LMEnS alJR301A3 'i Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484M20749 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 I, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 1:Hebny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05121=22 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBNHTTED 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 MiamiDade 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. d-. &-e n2 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2,017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. K 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. k"'ol, 4 &—, /-" elmy A. Nafir, 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 SUBIVII' TED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26117, 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. elmy A. Makar, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 M 4= rnCAA M CA rn v 0 oz a Z 0 rrj a M r Dzz rn o F Ntgtlnyi•1 44 ao atR:tttt•`• •' ji rn allx 9 p r AlA I11;111 S AP oil D lit, N AACF emimry t eAes FOR a' PRECAST & PRESTRESSED U. JNTH.6 e6v' SAPS LOPIo - POUNDS PER LINEAR FOOT TYPE LENGTH 01-m iP, arum ar" rtu-m bte-ra tF2o-o1 4"o-16 a24 00 era4-1e eeu-ae are-1e arts m 6as-41 3'-8' 427 PRRYST T231 am_ MIS et61 an an"ssm Im(( 300 460 113 1 7M7 U74 104 IIdnO 4!-0' (451 PROXT 1956 a6t 1 3am 1 4e20 mat Xm elm 1m3 105 SIU l 7547 111114 IM94 1105 4-e' (54'} PRETASf 150E 16m 2110 2031 3W 43A 61m 67H 411N 437S 4113 1 7Wm W2 1=4 110 5-4' (841 FREW 1217 UN 1430 ISIe 1 13/0 1 310 30e 4241 160 3m0 mm 1 7wom Ulla 41131 to 6'-10'00 PREw T012 Ito$ ro3 101 1 Ime 9519 m01 3110 14sl M2 Mo 1 flostoust mftj 90B tm 21 3071 3w 4361 601I 1238 2t77 36011 53e1 aoo 04 40041 7'-6' (90) PRECAST 743 1m 1 rrn 7632 W3 2m 3111 3406 1011 17n 201 3na e01 01,9011sQ2 e'-4' (112l PRECAST ems,) 01 1160 1 Im 294 NO mle 31m m 1145 1 RSA 2mf 31e5 47030 540 10-0•(126 I'REZASf os an sea 1247 Im im 21W gash au tom I ism 2003 2At 354sod 4A4 11'-4'(131' PRECAST 362 au sY um leis 240 31V 4/a set w I= tale 240 31n 40m 12'-O' (1441 PRECAST 337 5 m 1251 16% 2113 1e0s eN 03 Imo 16M 2153 am 3e52 13-1' 16117 PRECAST 296 RI AS 1070 14m 1616 sill xm2 at m Im Im tax file w 14-0'(168') PRE1;rST 279 4N 70 1001 13A Ian 1127 2530 49 Aa lam 1316 107 21a a2ao 1V-8'(1761 PRESi1r m NK la It1 18 la No 1m t0 4" 710 1 I370 Ion 2N1 2317 2712 PRFSTRESSD N g m Re itsell ItsIm I to 4n 710 Na0 I im tom m nis t7'-4' (2081 PRESTRESSED N8. gin w s 101 9 sill e51 we lam low 1 2w IS'-C(23nrPZTRE= NR.m a 0 0 IU Im 1e00 21'-4`(25dJ PRESTFtE EU NR Nt fat fa Mt 0180 IN In 140Setefe IIN pY 1460 22'-0'(264') PRESTRESSD KR. la itr Ia 101 SR IN 3N SSO 7al lop ImS 13n 2F-0'(?9B') PRESTA65ED NR to m 4so W4. v toq 1m SAFE LATERALLOAD8FOR A U.A l fmCYIOGOlCR lIJ IRMLI O p„am. 9AFELIFOAD LENGTH P' 8U8 I 8F8 R U T-e (4n- REtEG14T 1025 1024 1 1598 4'-0' (481 FREEST 765 763 1309 4'-6' 541 PRECAST 592 hilt 1073 e-4' (04' PRECAST 411 411 745 5'-td(7n P1tE3CAS1' 340 339 016 lf-4" (781 PRmm 507 721 490 1-0' (I10') PRECAST 424 534 363 9'-4' (1121 PRE= 326 • 512 230 10'-' (126`) I N= 264 401 180 111-4 (136r) PwAw 260 432 154 4-0"(1441 PRECAST 244 402 137 IV-4 (1601 PRECAST 217 324 110 14'-9'(1681 PRECAST 205 293 1 100 14'-8'(176jPRE37d. ED N.R. 2$4 81 18'-4' (184) PESTRESED N.R. 259 133 17-4'(2081 PRFSIF<ISID N.R. 194 64 19'-4(23n I'NSTRESUD N.R. 145 52 21'-4'(2% 1 PRESTRMS NR 125 42 ZZ-4r(1641 PRE I NR 118 40 24'-Q"(28n PRESTRESS N R 91 33 flAPE UPLIPY LOAnS PORE' PRFICAST& PRESTRE88FD U4341EI8 OWV+CW SAFE LOAD -POUNDS PER UJNBAR FOOT TYPE LENGTH era- rt m- v rt etra eMMT ale n rr 1r7wlr era- Ir vao7 AFWIT II26- o 4to2- rT eax- sr 3' d' (42°) PRECAST NoJIUSV 43e4 OW m iW Q14 6761 IU2 1 4--0' (451 PRMW t3R am 3111 am am 1313 30a0 3911 SM Q= 4^6' (W') PREC1LiT iw 21m 3m 4w 47i am 12m n07 am IOU 4711 am 0 4 (, toleado I= 3Se f 4612 1m0 II7o 161e 11M 17tx S,-10'(70 PRECAST em3 4tXl m 2S9 3 w0'-8' (76, FREEST 6 23a M W Nm VW Sat 3m 7'-' (001 PRECAST ON Sou 2eQ arm M 1 2m3 am 2617 32m 9'-4 (112' PRE= IIUa 1474 MIS x 7s000el 1316 1so goal 1ii910'-6•(t?7d') WSWale11161491culrUo 2m 630 605 iw d I4o2 tmed z= 231a 11'-4'(136' PR ISr 414 1m tan to 1313 I757 4I. 6m 1372 16A N1S 2tWV 12'-0'(144 PRECAST 4m 774 11 I= 1561 4A 4" 3e6 alto 1302ISON 141 2075 t3'(1607 PRLTIST 4N 3wo W 2m 04 Ito tm 4211. 400 7m 1N9 1e I tw 14' -0'(168 PRECAST al4 rw im 1 Im 410 423 m 00 1351 Ion gem 14-g(176 PRfSfRESSFA m 146 395 m I0allm seen1 ale Isis Iut 1734 15- 4'( 184) P1iES1RE55iD m 313 410 Iv 7® It lm4 m 310 sla on 12 14W e 17'-4'(2087 PF6ST1 to! 3m 600 N am 1 1 t1•- 4•(? Tl PfIFSIR4iED In nl Na 447 eNw 747 N7 W 420 4WD a 141 NA ION 12n 21'-1•(256 PRESIErE51ED 16x al 3m 303 413 Sm as 41 1"32 373 970 711 m5 ION 22'-0' (2041 PRESTRESSED 13r t47 ale 370 4e2 ale an U7 223 3m U oae am 169 2+'-O'(286 PRESIRESSED U4 1 ear 3u ill 4n my N x0! all a 4"m 60 ad Mid 676 in D THE NUN M 81 PAREH91mm ARE FER IT AS31 0115 FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON SEE[ 3 OF 3. j) FIELD ADDED REM SEE OEKEK NOTE 140. 4 ON SHEET 3 OF 3. oDUC7'RFSVT pwww ppp Mum.0 no the 6a em ptyWa vimtkF1oAdaOaIImcodoWtAm07sMke m, aNp oZ27•/ g 6yypA Q Awcv m c No°o, 7 22 10 cuoul y. 7NR L NOTES - SHEET 3 OF 3 Km o WAMUD Am PURR. Ai nuu6imm mm ummqu E GFHEML ME N0. 4 ON SHEET 3 OF 3. PRGaU67716y16G0 t °001 vMmoW6oi4 ' 131A)BPARRk10 r` 8SP412i679 p` BERM FL t13601 w FLPEUG.N0.44768 fE 8" LINTEL FABRICATION DETAILS 6 SAFE GRAVITY LOADS FOR 8" PRECAST W12" RECESS DbDR U41ML.S om+m SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8R196 ealam aertl OIFI eaTle-a earm Ilva-le WW- mN- WWI m!!-1 wn-11 aco-to MI PRECAST 1635 1741 3m 3tso 43N sat sm Tao lal 31t3f 5m eao am 04" wm 4-8' (54' PRiLAST 1494 lsae 057 2992 3fae 4945 104 sm t708 3a8 ISM so 4m 8vi low 5'-8' (66' PP,EOI4ST 866 InO 1716 2777 1339 3402 Mill 11R xlm 46a7 sm a m7 1311 5'-10-(701 "mw 810 is9 1100 2124 7p8 1113 23-a 4 442 70e 6'-8' {9p'j PRECYLSf 797 tRf1 ICtl 3120 50n 3a801lata3120a04a 7'-0(901 FRETASt 669 7M 1490 2459 3776 3."1aa33778 I IC) PRECIM 411 2133 3140somI590lasT3s91 8AP8 LATERAL LOAPS FOR a- tm.o&ar.A a" nermo nnno lu Idrm it cd SAFES AD LENGTH 8RUG 8RF6 RC 14U 6-44 (5* PKW 750 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (6n PKWT 408 407 655 5'-10'(70 PRL= 382 381 616 6'-9' (80-) PREQW 595 788 464 7'-6' (90' FRITAST 5Zili 9'-8' (118'FR83lSt 3 SAFF UPLIFT LOADS FOR R" PRECASTvd 2" RECESS DOOR U•LINTELS 4_=* rm SAFE LOAD - POUNDS PER UNBAR FOOT TYPE LENGTH eA IT 10-1 61614-I 16-t 1 IKFJ 61F!?-rt a196-e1 m14-x o le- aau- a m- wm_ 4,0 IIEa l382 JW 90 4445 6a0 905 I= I 2362 Mn MI 4448 5140 4,-6' ('3' NEWaW toll 1tT! 2W 36" 4D6 qa aa/ 104 1 2V2 2878 3W 42" 490 5'-e (681 PFEiW MIS t Im 3328 204 3352 3911 875 Ita 1701 237I 2m 3.16t 3111 5'-10'(70n HEASI 45 lWft4 I748w VSIA V7jN 3na em 2MM2 85 I= 170 2W 1 Vn 3XI 2789 8,-- (an PRLxa SA 8!8 I I9e0 2Q0 1s18 30 M I= 16a 19a 24a 298 3328 T'-8' (Sir) PREGISf 70 qN 1 ta 26p ftae8 6n 13FA 043 VIA! 2W Will 9'-6" (1 I6 PRECAST a5 4N I84 I222 164 1 21a 39s Go 1072 ISM NIO I THE N1R9M N PARD8 W ARE PGWW REDUC110N5 FOR GRWE 40 SEE cam HIM 18 (J) THE WhIG RS N PAREN8M ME PERCENT ROWRIM FOR GM 40 FEW MDED RE6AR. SEE GENERAL. HIM NO. 4 FM AOOED RMYL SEE G04E W NOTE NO. 4 f) ap 8-1/3 lar adman d IM earl b asama/ev tm TYPE DESIGNATION n fdd - 4r00 sd ad • dm 7 n4n s F - tu®aa alatr / v • 1mOteo 1ga0° °. il r 11 d a.m...p aal' w(ai 0mi..°i rear r m'aaBIIB 6 F12 EEYB r r- 6m iaa9iTaat I aawalana' '"' I O "M17 IW to 4dsm 18s11 Ir kohl of lta ac r(1w6YQd6 Oi fa.oYlT"' R n , ' . - •. I ar AWI Mn Wak 270 b 1obla0al Ap W aA4d I Id I f I s ;. ; BF16 —1 B /I T 3stu 4LY aw Ipaure 'tea M—to a1i a w t lA 9 u a ar+.a. • 1 arum w ta ar Irfaf mw &. wao mro ^J awtor ar s Odd On aI0.e1 ` M IQ K wBoW ON MgW at Goa as ./. bM (nm and 6r 6w .6aa Um611WIN 14 ra WI OKm W 0 % O. We NA 6aa ad b"d gap ftm •' a 4 RwAb W nabl Id ad I" pbla 17) Sdo bd r• .*dW*.d a- W ba45 4) no as kr h paailed' Male W pted loio>ta f! • . -- ,• .: t-1 alert I1a11 w Om alwl(.,(abK g. qry rt p7 Iq Sda bob kM oo rac6 ooddydw a ad/+,rw !p@6 1a oaor orM 34a y a y- ' : h' iJ r wra r 41 NA IyJ} Is p tl4di Noaia'M owaY lai. M otao 8+ OYd SL 6 TA MoF.arr' J ... i +! 1... . . A 9Fwm Md4w Gl It ar * cr club m. 6_ _l/{80W e1dM 6i91bea*tldbSailaAh ;rl • '•,. 1' s,.' al0af d Stan fmd OOb o 1apYaL Aoaytaao -0 2.2 . /$ Impel r •. : 'y:1 ^. u a; - , i • = 7) m 11 n6r oal tr d&&W for In A nbm ' . • is 8tau Q "R61 W ft wd d 0Id .net m * 1do as olda•mnd fly Ja J a ar t11aa wm SIX sn um WN IIIaaVrdnAadheimaoL. ' 4' "m FAN IOW mm • • • . 4ye • 1, •PROD( ICT ROVISCD OIMI sI1M= a p, uy -Waal. aaoalalNd bak U1 ook bol ldbt '•' FOR NOI ' `,, • ... m mualyll8 w1a11Ia 1%id.-3Ca8I rlmltom Itdem deama faO0t7 ormml d daa d Fao4 n •: tt.: 1 RCE4 f m106R ML t31I01SE PRODUC711t1eSWep ` 6N ' , O • "a ,0 19 lieam0.1 bw rrtoovgr IQ 1MUm ad1 ark! ntr b N beW d o. Idlm d Bo kW I. lYP . : (2) j6 R[BAR Bdldlnlmraar011baratde 0 44 °me 7. U a?pJ6yw eR3. OR40 of OR60 No t31b ' QF Ii CLnan1 kal&o ocb' 'oz a a 87 , f{(j11l6a I CRARiPAflflNO !d OR` '\ A, 6724CR679 0 1 0` RLEi•TKKR. 85564 o u6c CAST—CRETE 8" LINTEL FABRICATION DETAILS r, Wr.lu R0¢ MUM- 4 amp. Biro r1 a is -12a I - u1U stet! wT W = O7 0110 I 4800IE0 m ara rAmi. e3: - 6ar.1a mN 18mm 6 WI Imr 3 tr 3 4R e CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: S Historic District: Yes No B Job Address: 3944 ot/51n. " Residential [a Commercial Parcel ]ID: Repair Demo e of Work: New a Addition Alteration Change of Use Move Type Description of Work, t l'wtbt,n 5.., i,— Plan Review Contact Person: I(4ns s b`- V fDct.(`l' Phone: Fax: Email: Property Owner Information Name Street: City, State Zip.. Phone: Resident of properly? : Contractor Information Name Q.T. Ql usj-o I.i, o Phone: Street: C1-4p l Fax: 4o'4- Ci State Zi Od 1-Z( State License No.: _QJ ArchitectlEngineer Information Phone: Name: Fax: Street: City, St, Zip., E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED SULT WITH OUR LENDER OR AN D ON THE JOB SITE BEFORE r ATTORNEY BEFORE RECORDINTHEFIRSTINSPECTION. IF YOUG YOUR NOTI END TO OBT E OF FINANCING, CON COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installalior has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all lawregulatingwo P ti'n in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, , furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect w of that date: SO Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 i' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may bfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watt 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 requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalue_of the job at the time of submitts, The actual construction value will be figuldure lcu based chargcurrent ] CC Valuation es figured off he executed contrable in ctct at the time the exceedthe actual constt is ruction valu accordance with local ordinance. Should g 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 wi 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-smte of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/ is Na y-2- u-1C' signature of No ry-State of Florida PAT EXPIRES: Aug i ri1 F° 9ordeolhrorhlaiyt Contractor/Agent is Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof occupancy _ Construction Type: p Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: Permit Application I FF 120904 I M 201g Revised- June 30.2015 w 8701 Bachman Roe Established 1973 9507 State Road 52 123 Miller Road sI & Oriando. FL 32824 www.RJKieipr.com Hudson, FL 34669 Valfto, FL 33594 .• ,`' 407.855.2536 Slate License 9 CF-0O2 2 813;61-0707 Page: 10 1727-883.5486 KiELT4 PLUMBING a HEATING • COOLING proposal Date: 7/26/2017 Proposal No: 717-13528 Location: Wyndham Preserve, Sanford prepared For: Starlight Homes Florida, LLC Model: Odyssey -14121064GreenwoodBlvd. Sidle 124 Lake Mary FL 32746 $5,925.00 We propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish, NET 10 Da tertdard precdoes Any alteration or d9vi Iced. All work to be completed in a workman like marrier according avor and above the estimate. AlAllmaterialsguaranteedtobeasspecsedonywrittonorders, and will become an antra aha ge Insurance. Our wo kers are ful from specifications below r'nro extra costs axed our ocntrol. Owner to carry fi medo. and other agreement corillrtgerrt upon sldkes, a or deb beyond / (. c Covered by "alters comPOnsailio urartce. Y'70 W THIS PROPOSAL MA E WRHDRA N IF NOT ACCEPTED IN 30 D ky AUTHORIZED SIGNATUR We hereby stdxnit specificallons ales for. mastersath 6D44 Base 72270100 White WUh Wefts And Moen Chateau TL182 Chrome Valve 1 Shower Sterling Accord Gerber Maxwell 21-912126 White Ekxtgaled1ToiletBuilderWithMoenChateau64925Chrome Faucet1lsvBy 2nd 8arh Accord 60x90 7114ol2o White With Walls And Moen Chateau TL183 Chrome a1TubSledtg Gerber Maxwell21-9121.28 WMIe Elongated1ToiletByBuilderWithMoenChateau649MChrome FMICMiLav x7ldtan t Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord s Icanaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Sewer 8 Water Only (Slab Backfilnng BY OlBaddi0ingIncludedFor Sacknow Preverdets Included EXCLUSIONS NO Permit Fees Included Water piping In: CPVC 4W Sewer Allowance: Additional $12 per foot 40 Water Allowance; Additional $3 per toot Applies to t;Q,y direct contract between an owner contractor (RJIQ - Notice of lien laws . Florida Statutes 713.001 713.37. Acceptance will be T t above prices, speaflcatbns and conditions are sa0sfactory and hereby accepted. You are sutttotlzed to do the work as charge a of 1 112% will be added alter outlined above. I agree to pay reasonable suomeys teas cowl costs in fhe event of legal action. A monthly service chargSys. Any sewer tape deeper than 4112 feet or requires bathos Or dawatertng v i6 be an eMTe charge 1 DATE OF ACCEPTANCE a PAGE SIGNEO:,sy„ Branch: Hudson 0lasi Edll By: Lest Edit Data: 7272017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I $ - Q Dr7 Documented Construction Value: S 3 090 Historic District: Yes No Residentia, lam? Commercial Type of Work: NevL Addition Alteration Repair Demo Change ofUse Move Description of Work: N-7 1,0 Plan Review Contact Person: Title: Phone: Job Addri Parcel 1D: Fax: Email: Property Owner Information , 1 /- Nam ) Phone: 407 - (U41 -32CO Street: wrr Resident of property? City, State Zip: K Q ,iLl I-- L 22 6} D Contractor Information Name Q i'Co Phone: H 0-7 - la 46) — 8 7M Street: C Fax: L40-7 -1,A rl - RQf' I City, State Zip W L1' fF 1G 1 ',1 1; J.7 a 9 State License No.: I— L m. W AI PName: ArchitectlEngineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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'UMND-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: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there 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 1 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 S gnature of Contractor/Agent Date io nt ntnetor/AgrnCs 12 18 Signature of Notary -State of Florida Date o' Opip ain PAMEtASTERNUS Commission 0 GO 110522 e Expires August 7, 2021 or o P QanaW Tlru eiatpct Notary Serrioa Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced IDType 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 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application i CITY OF SkNFORD F111F 1)f:l'Al1TPAC-4T Building & Fire Prevention Division PERMIT APPLICATION Application No: _ 'T o 7 Documented Construction Value: $ 45,000 Job Address: 3944 Saltmarsh Loop Historic District: Yes"No 0 Parcel ID: 17-20-31-502-0000-0400 Residential ] Commercials Type of Work: New[?] AdditiolF] 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 Phone:407-630-0119 Fax: Name Street: Starlight Homes FL LLC. 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Street: Brandon Gibbs Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information 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, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all'work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Pennit Application NOTICE: In addition to the requirements of this pt;rmit, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. signature of Own Bent Date Print owner/Agent's Name Signature oftiotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent j7jfc.nc iurl G bhs Print Contractor/Agent's Name F, Signature of No of Florida to Contractor/Agent is X personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE U5E ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUELDING: COMMENTS: Permit Application Revised: January 1, 2018 i CITY OF SkNFORD fIRE I)EI"AlITMENT Building & Fire Prevention Division PERMIT APPLICA TION Application No: Documented Construction Value: $ 45,000 Job Address: 3944 Saltmarsh Loop Historic District: Yes[]No D Parcel ID: 17-20-31-502-0000-0400 Residential l Commercials Type of Work: New 1 AdditionD 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 Name Street: Starlight Homes FL LLC. 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Property Owner Information Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Phone. 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and then may be additional permits required from other govemmeatal 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 al calculate a plan evwill bete ed basedwill on the current ]CValuaion TTable in effect t the job time the permit is issued, in submittal. The actual construction value !Waccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owns/Agent Dau Print Owner/Agant'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 ate alnc orl tbin • Print Contractor/Agent's Name Signature of No of Florida ate a Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 1Nft. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [I# of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: CONU ENTS: Permit Application Revised: January 1, 2018 39yy yahxm-fk lb, 901 RI - COUNTY 'TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 0 407- 656-9656 PROJECT NO: REPORT OF IN - PLACE_ DENSITY TESTS ORDER NO: REPORT NO: PROJECT W d tv" V) ' ' 5 ,-.c_ 41;4 kp Y ' s PROCTOR CONTRACTOR - G y" 1 Si'ECHF! CATHON: ' % ( i REPORTED TO: ' .CC OPTIMUM MOISTURE: LOCATION: I -1 % ( I Qom`' MA.• CiMUM DRY DSNMTY: / d S Z MATERIAL: Ip o - +• N DATE TESTED: -ro -1- •7 —1 V LOCATION DEPPH DAY DENSITY MAX DRY DENSITY PERCENTOF MOISTURE INCHZS 16s cu. ti cu. R. MAN. DENSITY PERCENT A n - (- Z I0 -Z2 LDr f- C> SPECIFIC PURPOSE SURVEY FORMBOARD) 356.00' PCP LOT 39 DIMENSION NOTE: Proposed building dimensions shown hereon ore of the exterior. Building Setbacks Setbacks: Per construction plans for 1VTNDNAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Floor . 20' Side S' WYNDHAM PRESERVE LOT 40 PB 81, PG 93) SALTMARSH LOOP 50' RIGHT-OF-WAY PRIVATE ROAD) S 89*4051W 555.95' CENTER UNE 72' CONC PCP CURB 1 IEDCEOFPAVEMENTaZ / S Su - - -- PRY -Permanent Rd. Monument R Reported PCP-Parmonenl Control Point D cript'ron FP$L-nor'do Power e: light P Pei FFE-Flnlsh Floc. armuon D ppeaed Book B-water Motor OR.- Offielol Record* Book 04-water VOlve P. B.-Plot Book V-Fin hydrant Pq. AC® -Repaired Water Motor PoppEfor. ElevoUorr RCrd-Rocloimed Water Volvo Cone.- Concrote Cable Boa BP - Brick Pow. @-Telephoe Boa SV- Sidewalk M-Electric Bo. FFE- Fk,Inhad Floor Elevation O-UITty Pole CI - Curb t lot Guy PWe CTI - Grote Top Inlet Eight Pole P. U.E.-Pubik Utility Easement Guy Anchor RCP Reinforced Cone. Pioo Ou--Overhead UtMiles PVC - Polyvinyl Chloride O-Storm Sewer Monhole NCS - No Caner Sol (Fab In water) 19 -Sanitary Sewer Manhole SF - Square Fad 1W. -nMrlc Hondhae D. 0 E.-Orainoge Utility Euvemanl MGD- MAC NM Coo - Clean Out t DISK P. K. -Porker Kolon Noll VVP41- Irrigallon Control Vol" I' - Sign SIR - Set 1/2' Iron Rod L97788 MDO-Cute Water Volvo SPKD- Sol P.K t Disk L97768 Cos Mate, nit - Found 1/2' Iron Rod L87760 Wating Crude FIP- Found 1/2' Iron Plpo L87768 O-Blow-off Volvo rPKD - Found P.K. Nail & Disk L87768 - — Zlneo no. Direction FCN-Found 4.4' Concrete 10.0-Proposed Design Grade 4, 5337 10' UTILITY EASEMENT ( P) N N 13. 5' 21. 0 V7 e ISTORY c RESIDENCE O FORMBOARD LOT 41 FFE- 29.92 Fz LOT40AREA = t4, 680 S.F.+/. 403I _ W LOT 46 I LOT 4' SURVEYOR' S NOTES: 1. Cunent uua Information on the subject properly hod not been furnished to OsoPohd Surveybrg. Inc. d use Ume of two plot plan. b Roods. walks, and other similar Items shown hereon were token from engineering plum and aim subject to survey. 3. E1evaUem shown hereon on In fed and on ratecod to go NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NCI02e). 4. Reposed grades t finished Fear davotbna shown hum am from the construction pion for 'VrfNDWIM PRESERVE. City of Sanford Seminole County, Florida. S. This Specific Purpose Survey Is far the location and elevation of the Formboards only (THIS 6 NOT A MUNDW SURVM BUII. DTIYG LAYOUT NOTE: Contractor and owner are to verify all setbacks. building dimensions, and layout shown hereon prior to orry construction, and immediately advise GeoPoint Surveying. Inc. of any deviation from Information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon Is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C-0785H_ In Flood Zone 'x' DESCIRIPTION: LOT 40, 411 cording to the plat of lMNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the, Public Records, City of Sanford, Seminole County, Florida This corlirrss that o e hereon peso-T.N_aperly555 Wlnderley PIBCe, Suite 109 was mode under my v1 r'rp hb/noets the Standards of Maillend. FL 32751 Practice set fo4v u ffaafMlrt BB6b0Orrd of Pro/ssaNwml Phone, (321) 270-0440 Surveyors k uopplit Nn %anill., -I IjPride AdmWstmthe Fax: (813) 248-2265 code, pure r7202.i ;We Statute.. LlcenSed Business NO. LB 7768 y= GeoPoint o• +I Surveying, Inc. Jii<4/ 66ving,.......... gJ`,A 1 LS6915 Drown: RCA Ch ocked: P.C.: Dote nle:alnaiml-PM FL ql> SAS Np, NOT VALID WITHOUT 1i9RE AND THE ^ORIGOUL Dote :05/29/18 Dwq:B/a Wart_ .* Order No.: RAmrn CrAi nr A n nRmA I NrNCrd ginhawiR AMn MADprls SEC. 17 — TWN_ 20 S_ — RNG_ 31 F. I Field Bk: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method 12&791 Ir Aloe g 2 Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3944 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: Jurisdiction: Duct Test Time: Post Construction Kurt I aakana Tact Pacultc CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 27 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total Houee Dud System Leakage Sum lines 14 27 Divide by 1412 Total con04ionsd Flow Ana) 0.0191 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Dii.apptl by Dvs RsysssDsg1'ta9 s14:57 EST Rater Of Record: No" s s vices. , O.TODauild MomsSsrvius. OU. fibMt118DRC!? aQatvC.mollr Printed Name: w eve Re4fiw wm, c•uS RESNET ttt: 4311088 Date: 11/20/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Bupdkrg Oflidal: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 3NO73EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name- WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street. 3854 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: 3854 Loon Ln (Lot 101) Jurisdiction: Cond. Floor Area: 1981 Cond. Volume. 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1569 42;—lu — aA, dtl Dninl T-1 n.t. HOUSE PRESSURE FLOW: 1 50 Pa 1569 cfm 2 0 Pe 0 clm 3 0 Pe 0 clm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: EgLA: ACH. SLA: ACH(50) 86 204 5.11 04 5.11 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if Installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally siggned by Dave Revelle Date: 201ri.11.20 19:29:24 EST hi" Ho=e Se ices , O=TopBuild Home Services OU, EMAILADDR EtS=dave.revelle Signature: Ctopbuild.com, C=US Printed Name: Dave Revelle Date: 11/20/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(9, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for atlovanp Topeuita the opportunity to provide the above services few you. pleass feel free to contact me mth any questions. t01252017 395142EFL ZTopBuild' TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes SubdMslon: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 1,412 ft 2 Permit Date/No.: Conditioned Volume: 13,131 ft3 IECC Version: 2009 Property Address: 3944 Saltmarsh LIP, Sanford, FL 32771 Testing Performed 2W9 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test 1120/2018 Measured Air Leakage: 1242 CFM @50Pa Result: PASS Air Infiltration: 5.68 Confirmed ACH ACH 50 Target 5 7 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A 111=018 Result: N/A DL % Target 5 12.00% CFA: 1,412 ft 2 Result: N/A DL % Target 5 N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target 5 N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018 11.20 19:14:42 EST Rater Of Record: %, n cN=Dave Revelle, O=TopBuild RESNET #: 4311088 1 1 y /// Home Services, OV. unuw4i EMAILADDRESS-dave.revelle 11/20/2018 Qtopbuild com, C-US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any quesoons. Sincerely, Dave Revelle Cell: (386) 681-7452 2 dave.revelleClopbuild.com 1 t 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 Na 9D-0a8 k 71 tia lWm teas perm Rom EFL Prgeat ANenaW. PrciontY or TgWRAw Now Servroe0. Arm P aOJTATIO~ `- 1. 11/212018 Bank of America I Online Banking I Accounts I Account Details I Account Activity Royal Caribbean International Visa Platinum Plus - 8810 Balance Summary: 11/21/201B Account Summary Card Details Pay This Card Current balance: $3,274.43 Total credit line. $19,000.00 Statement balance: $3,711.39 Total credit available: $15,495.57 Cash credit line: $5,100.00 Payment due date: 11/19/2018 Cash credit line available: 5,100.00 Rewards Total Points: 4,135 MyCruise® Points Amount over total credit Total minimum payment line: $0.00 due: Next closing date: 11/22/2018 Last payment date: 11/20/2018 Last payment: $400.00 Available Credit includes purchases that have been authorized but have not yet posted to your account. Go to: ICurrent transactions Posting Date Description I Amount Balance 1 Pending CITY OF SANFORD BULL I $35.00 3,504.43 t Pending CITY OF SANFORD BUIL i $140.00 3,469.43 C Pending KO1 NAILS SPA 55.00 3,329.43 11/20/2018 ROYAL CARIBBEAN CRUISES 800-327-6700 FL 724.07 3,274.43 11/20/2018 Online aYment from CHK 7payment 400.00 2,550.36 11/16/2018 FLHO RXPRESS PHARMACY ORLANDO FL 87.00 2,950.36 11/15/2018 MARKET PLACE FOR WOMEN ORLANDO FL 23.43 2,863.36 11/15/2018 MARKET PLACE FOR WOMEN ORLANDO FL 26.62 2,839.93 11/15/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 2,823.31 11/14/2018 KING ST CAFE ORLANDO FL 5.95 2,743.32 11/1412018 FL ORLANDO CAFETERIA ORLANDO FL 4_57 2,737.36 11/14/2018 MARKET PLACE FOR WOMEN ORLANDO FL 4.26 2,732.79 11/14/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 2,728.53 11/14/2018 CITY OF SANFORD BUILDING 407-6885057 FL I --- --------------------------------- 175.00 2, 658.53 21/10/2018 CITY OF SANFORD BUILDING 407-6885057 FL 135.00 2,483.53 21/09/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 2,448.53 11/09/2018 CITY OF SANFORD BUILDING 407-6885000 FL 35.00 2,413.53 ... r f 11/ 08/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 1 $2,378.53 T- 11/08/ 2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 1 $2,308.53 I - ----- 11/08/ 2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.001 2,238.53 11/08/2018 CITY OF SANFORD BUILDING 407-6885057 FL I $35.00 2,168.53 11/08/2018 PARTY CITY 5332 SANFORD FL 32.09 2,133.53 11/07/2018 TARGET 00019661 SANFORD FL 429.43 2,101.44 11/07/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 1,672.01 . 0.00 Beginning balance as of 10/23/2018 3,711.39 httpsJ/secure.bankofame6ca. comlmyaccountslbraintredirect.go?source=overview&target=acctDotails&adx=54obd9b68599067693ced287fbod3e7816... 1 /2 11 /21 /2018 Bank of America I Online Banking I Accounts ( Account Details I Account Activity Posting Date Description Amount I Balance 1 I ' 11/07/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 1,637.01 11/07/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 1,602.01 11/03/2016 AAA TROPHIES INC LONGWOOD FL 33.71 1,567.01 11/03/2018 CITY OF SANFORD BUILDING 407-6885000 FL 260.00 1,533.30 Online payment from CHK 7 3,576.00 1 273.3011/02/2018 11/02/2018 I CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,849.30 11/02/2018 CITY OF SANFORD BUILDING 407-6885057 FL 140.00 4,814.30 11/01/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,674.30 21/01/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 4,639.30 11/01/2018 CITY OF SANFORD BUILDING 407-6885057 Fl. 35.00 4,569.30 10/31/2018 1 CITY OF SANFORD BUILDING 407-6885057 Fl. CITY-OF 35.00 4= 534.30 10/31/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,499.30 10/30/2018 BEST BUY MHT 00011569 WINTER GARDENFL 63.89 4,464.3D 10/27/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,400.41 i.. - - -- - --- ----- - ------ - --•--------- 10/26/2018 1 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,365.41 J CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,330.4110/26/2018 10/26/2018 CITY OF SANFORD BUILDING 407-6885057 FL 50.00 , 4,295.41 10/26/2018 OUTRIGGERS TIKI BAR & GR NEW SMYRNA BEFL 79.02 4,245.41 10/25/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4,166.39 10/25/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 4.131.39 - 10/25/2018 BUILDING-407-6885057 FLCITYOFSANF-FORD 35.00 4,096,39 10/25/2018 CITY OF SANFORD BUILDING 407-6885057 FL 105.00 4,061.39 10/25/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 3,956.39 10/24/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 3,921.39 10/24/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 3,851.39 10/24/2018 CITY OF SANFORD BUILDING 407-6885057 FL 70.00 3,816.39 10/24/2018 CITY OF SANFORD BUILDING 407-6885057 FL 35.00 3,746.39 Beginning balance as of 10/23/2018 3,711.39 Go to: Current transactions https://secure.bankofamerica.com/myaccountstbrain/redirect.go?source=overview&target=acctDotails&adx=54ebd9b68599067693cod287fbcd3e7816... 2/2 RESNET Home Energy Rating Standard Disclosure For home located et: Lot 40 3944 Saltmarsh Lp, Sanford, FL 32771 City: Sanford State: FL 1. XE The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself liX D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed In Rater Rater Rater Rater Rater Rater Rater this home W. OR Employer Employer Employer Employer Employer Employer Employer Is In the Rater Rater Rater Rater Rater Rater Rater busbress at Employer Employer Employer Employer Employer Employer L_JEmployer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_ Morlgage_lndustry_National HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name Li Raters Signature RESNET #: 4311088 Certification # November 20, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 390673EFL ENVIRONMENTS FOR Liviv SITE ID: 390M LOT: 40 BLOCK HOUSE 3944 STREET: SALTMARSH Up CRY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT/: 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 10I10R017 PROGRAM: HERB(t00N TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3944 SALTMARSH LP, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT, PASS TESTER: Om Retnlle DATE I IrA 019 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (fully gasketed and insulaled x 5.2 Attic diop4cmwn Sink(fully asketed and insuleted x 5.4 Races"d Lighft Fixtures (ICAT leEeled and sealed to drywall) x 5.5 Wllo"ouse Fen trlaulele0 gaskeled to the opening x 7.3 Fresh a'a ventilation instaMd per pr9groms x Bbwr Door BOTa q DO AcW Rmrtl Prruee TM BUILDING ORIENTATION PROGRAM VOLUME CODE VOLUME CU. PROGRAM SHELL CODE SHELL N 0' WA 13,131 0 0 PROGRAM CFM 50 CODE CFM 90 PROGRAM ACH 90 CODE ACH 50 PROGRAM of shop CODE of Shop 0 1,532 7 3.89 11, 242 Mobr• Mat Bdtm 0 ma 0 Bdm13 0 BttrmB 0 Rm1 0 Rm 7 o OOm 0 11"4 0 Rm 2 0 CO ONatlon EmW Sir Quelled s7 EBtJaltl P 7 x 60 or s Of Mw**W Must Be CFL Or LED x Low Floor Feuab, Taleb W? x PmWsmfuft TMmtwbl7 x CwWad Omen PloMem Level Retpilm Vleue1 hopeNon ILar11 Looelbn MenutacWm Nutria Mom 111 Model 62 116011111111193 Model M SYSTEM t WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM a WATER HEATER SYSTEM t FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM HVAC AMU (MEAT INTERIOR CARRIER F94CNP030 PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (MEAT PUMP SYSTEM 3 FURNACE SYSTEM MVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (MEAT PUMP SYSTEMa FURNACE SYSTEM • HVAC OUTDOOR UNIT SYSTEM • MVAC INDOOR COIL SYSTEM a HVAC AMU (MEAT PUMP mnr mi v BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT -VALUES COMMENT 11OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R•VALUE REM NA NA DUCT RETURN R•VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rne t DATE: 11MR016 nun nun neerrtnn t,nun B LDINO CIMRI.+C;TERISTICS AB DESIGN- AL• E8 AB BUILT VAI Ee COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) WATER 1'. HEATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY 6 LOCATION PRIF INFILTRATION MOUSE LKG ACM REM NA H : 5.66 C : 5.66 ACM 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL t REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION t OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - MRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIF INTERIOR % OF CFVS PRI INTERIOR % LED'S PRIF INTERIOR % OF PIN• 3ASED PRI EXTERIOR FIXTURES % CFLS PRIF) EXTERIOR FIXTURES % OF LED'S PRI GARAGE FIXTURES % OF CFL'S PRIF GARAGE FIXTURES % OF LED'S PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRIF SLAB TYPE PRI SLAB AREA PRI SLAB DEPTH PRI SUB FULL PERIMETER PRI SLAB GRADE PRIF FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTRIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 180 FT. SERVED (CFA) TEST: DUCT BLASTER RESULT: PASS TEETER: Darn Rtv@W DATE: 11l1 mill POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE MI SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFI) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF C MS) TARGET m(CFM25)ACTUAL CFI) ACTUAL SYSTEM 2 60 FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFMZ5) TARGET 6 (CFM2S) ACTUAL (% Oi CFI) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF OFM25) TAROET (CFM2S) ACTUAL IMICFA)ACTUAL SYSTEM S 80 FT. SERVED (CFA) SYSTEM S DUCT LEAKAGE TO OUTSIDE 0 SYSTEM S DUCT LEAKAGE TO OUTSIDE SYSTEM 6 DUCT LEAKAGE TO OUTSIDE CFVM) TARGET (CFM25) ACTUAL (% OF CFI) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE INmi SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM STOTAL DUCT LEAKAGE (1LOF TEST: DUCT HALTER RESULT: FAN TESTER: Dm Rtvob DATE: 1120201e CFM20) TARGET mi (CFM2e) ACTUAL ® CFA) ACTUAL SYSTEM • 80 FT. SERVED (CFI) SYSTEM • DUCT LEAKAGE TO OUTSIDE SYSTEM • DUCT LEAKAGE TO OUTSIDE SYSTEM • DUCT LEAKAGE TO OUTSIDE CFM 23) TARGET (CFMZS) ACTUAL (% OF CFI) ACTUAL SYSTEM • TOTAL DUCT LEAKAGE 8YSTEM • TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CRW) TARGET (CFMte) ACTUAL CFI) ACTUAL null nINQ BYFMMATIMM BUI R18:TIC8 DEB11GHWABUE8 A8 BUI E8 CONMM DUCT LEAKAGE TO OUTSIDE REM 0. J9 G,M2 CF,(1 TOTAL DUCT LEAKAGE REM A 0 12 C.M2 C A FLOW RING FRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name- WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3944 Saltmarsh Lp Permit Office - City, State, Zip- Sanford, FL 32771 Permit Number: Design Location: 3944 Seltmarsh Lp (Lot 40) Jurisdiction: Cond. Floor Area. 1412 Cond. Volume: 13131 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R- CFM(50): 1242 Q;-1. — kA„hi 0-;.t T..t n..le HOUSE PRESSURE FLOW: 1 50 Pa 1242 cfm 2 0 Pa 0 cfm 3 0 Pa 0 c1m 4 0 Pe 0 cfm 5 0 Pa 0 cfm 6 Pe cfm ELA: 68 EgLA: 161 ACH: 5.68 SLA: .05 ACH(50) • : 5.68 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 end 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2 Dampers including exhaust, intake, makeup air, backdraR and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6 Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle C Delta, 2016.11.20 19,15:00 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDR ESS=dave.revelle Signature: Qtopbuild.00m, C=US Printed Name: Dave Revelle Date: 11/20/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowin0 TopBuild the opportundy to provide the above services for you. Plose feel free to contact me with any questions. 10/5/017 - 3M73EFL r.. 13(j j rffflltk'Iilljfliliki:l l 111 1;J ; C„ i ,+ 1,: u i:C.f,j::ili..,i I _.1r111,.:r,l'iut. ua1Pl..nf fuI_.n ; n.: for having successfully completed all requirements established Residential Energy Services Network (RESNET) and as Certified Home Fnarav Raft; VE tsulilc Arne gPrlr, jll;;ul:11U;111 1;=.;11W11=.'10t,Z_III'1JUr., II-WIr.;;.rIrULI_: r7 LUlri=.rlVWr L1J1(=[lllUlre=.IL'UlrzS ll:(II ,il rl :II r-:Ie 11llUr---IQUIGO- IA111e_. WOLIE-_ 111II1F:AIIIHlre'_'UiIILI ll: P6eINiTI.- lyr- 96,P" Jet Stream® Ultra Blowing Wool Insulation Attic and Cavity Wall Card Batts and Blankets When insGged in accordance with the manufacturer's recomhtendations, Knauf Insulation batts and blankets will provide the fug R-value. R-Value' Minimum Thickness To obtain an Insulation resistance R-Value) of: Installed insulation should not be lass 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 5.8 raft Conk mts to ASTM C 665 and Federal Specification H"521F. Framing Adjustment To compensate for framing members, the number of bags per 1,000 sq. fl. of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MSF 16" O.C. Framing Bags/MSF 24' O.C. Framing R-60 2x4 29.2 29.4 2x6 28.9 29.1 2x8 28.6 28.9 R49 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 17.4 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 79 2x8 7.4 7.7 R-13 2x4 5.3 5.4 2x6 5.0 5.2 2x8 4.8 5.0 R-11 2x4 4.3 44 2x6 4.1 4.3 2x8 3.8 4.1 is G"INGUARDORFFNGUMD Owld" uwl r,doew. b"% b."- adnwd u Ewbna we GUENGUARD Gdd ed iu Ul EwYw .1dwal w w 6rmiYF,4 eve ut L'-,bw nor GUIDOG AARD GFEENGIWD m.dad, b b. ahwnwd de:wo Ino W4- ob dW%nedm wow. fv aa irdprniy,en, ..w d os+Jep kNAlfI o iti i f, h lave enerff Equipment Required It is recommended Dial a pneumatic blowing machine and a corrugated hose with a minimum'/7 internal corrugation, a minimum length of 150'. Cab in the hose should not be less than 36' in diameter. Acceptable material feed rate is 5.35 lbs/minute. Recommended feed rate is 15.25 lbs/minute. 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 We fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. 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 feel Contents of this The weight per square feet installed Framing Depth resistance of: Density of not area should not be less than: bag should not cover more than: of insulation should not be less than: 2'x 4' 3.50' R-15 1 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 lbs. 2'x 8' 7.25' R-31 1.8 IbsJcu. ft. 34.0 bags 29.4 sq. ft. 1.088 lbs. 2'x 10' 9.25' R-39 1.8 lbs./cu. ft. 43.4 bags 23.1 sq. It. 1.388 lbs. R means r 3blancs to heat law. The higher One R-valve. the greater Ore iielda" power To get ft marked R-vdn. 4 Is esserdial OW Ode Insulation be Installed property. Open 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 not area should not be less than: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The weighVSF of installed insulation should not be less than Initial Installed Thickness Installed insulation should not be loss than: Minimum Settled Thickness" Contents of this bag should not cover more than: R-60 29.7 33.6 SF 952lbs. 19.750' 19,750' R49 23.5 42.5 SF 753 lbs. 16.375" 16.375' R-44 20.9 47.8 SF 670 lbs. 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. 10.3 ' 10.375- R-26 11.8 85.0 SF 377 lbs. 9.125' 9.125' R-22 9.8 102.2 SF 313 lbs. 7.750' 7.750' R-19 8.4 119.3 SF 268 lbs. 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' Rare Nov W*Vd-ft u IOa.14 m 71 hs. Comw wd mialrarn dab wse Oelanaed urap s VW Wo! n *" medic n tiled pear wort 17 pFa dpsip, t e pal i pamu e 150 tl 7.dmidf7mngied M». 7HrpoAad- k -1990 pert- - repnwnsmdASTMC 784. Type 4 and oraI Flood Speonratlm W4103W Typ I. Ow 8 R vdun weOMnned Irl .so dNCW&dCSfa. R rraae remtaae b heat lbw 11a NpAe. pre R wlue, 0e pntw ea riWsap pwa. Toed eM marked R vrwte, d o ea7lred lta eib anYLllen a FFIYrd prepay. a ym, do d yanen. p l bon* foe and Ilew eentcaekay I n ru a m don A mro wa1 eo paGupe. erred on 11W Vary ryes relanp sedy, rear praddo0 reararent ow a l0yea paldd aeW W t pamit or Iw llo oretu4 d wWe b oawery nsbesW.7haetda. sa Imrsed ad waled OtHriwn n eneabrly M sew Vo>Aboatbareposed notmok d Ure A Builder's Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistance of ... 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 Date Installed f 1- Blown insulation has been iqqtaI11§4 11 conformance with the above recom red ions to provide an R-value of R-)6 using KAbadloof this insulation to cover-h:osquare feet of area at a minimum thickness of hes. Insulation Con=naytre) ^ •• t Company Dal Home Builder (signature) Company Date The coverage Information on this Attic/Sidewall card applies to the entire United States (including Minnesota). w.kriaufinsulalion`.us A Knaut Insulation, Inc. One Knaui Drive, Shelbyville, IN 46176 Tel: (800) 825-4434 ext. 8300 FAX: (317) 398-3675 0 2015 Knaui Insulation, Inc.