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3890 Saltmarsh Lp 18-914; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT vvv STATEMENT NUMBER: 1#: 1 1 DATE: February 16, 2018 F 3DBUILDINGAPPLICATIONN #: 8-10000129 F+i BUILDING PERMIT NUMBER: 18-10000129 UNIT ADDRESS: SALT1ARSH LOOP 3890 17-20-31-502-0000-0310 LU 2 1 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 31 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE----------------------------------RATE------UNITS----TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE N/A Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Singgle Family SCHQOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 S Ingle Family PARKS Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQoUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDfiEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THEMCOUNNT TYOBUILDINGYPERMIT NUMBKOREREATOTHERTOPLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE THIS INSTRUMENTfePREPAREDRPARRdaBY: mY Name' Fri _ GRANT HALOYr SEMINOLE COUNTYAddress: 10 Greenwoodvd Suite 124 Lake Marv. FL 32746 CLERK, OF CIRCUIT COURT & COMPTROLLER BK. 9070 P9 543 (1P9s) NOTICE OF COMMENCEMENT RECORDEDT02/06/201s311326:40 AM RECORDING FEES $10.00 State of Florida RECORDED BY Jeckenro County of Seminole Q Penult Number. r (1 — I Parcel lDNumber 17-20-31-502-0000-02A0 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. DI-sSCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Pgs 93-102, bat 31 Address:38°10 wt}nv ra-, -A-d-4 IP4-- 'JEll3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder Of other than owner) Name: 'NA Address, CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by.Ownor upon whom notice or other documents may be sorved 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 Uenor's Notice as Provided In Section 713:13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: 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 nat s of perjury,) declare that I have read the foregoing and that the facts stated In It are true to th be f m nowled a and belief. Owner's Signature Owneea Pdnbd Name Florida Stetrde 713.13(1)(g): ' The owner must sign the notice of commenoement and no one else may be permitted to sign In his or her stead' State of F7LCounty of Theeforogoln Instrument cknowledged before me this day of 20l by l r 1( r-f-V- Who Is personally known to me Name or person maldng statement OR who has produced Identification type of identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG11311 t Notary signature 1 O Expires 6/21/2021 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business'and Professional Regulation - Residential Performance Method Project Name: Lot 31 - 2260 SR Builder Name: Starlight Homes Street: 3896 Saltmarsh Loop Permit Office: Seminole County p City, State, Zip: Sanford . FL. 32773 Permit Number: # 8 _ 9 qOwner: Zt 4--tYI m.s Jurisdiction: 1 c1 S Design Location: FL. Sanford qq v County:: GSe6iAf'noTe (Florida Climate Zone f nll( 1L 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqR.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft2 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior c. Frame - Wood, Adjacent R= 4.1 1028.80 ft2 R= 13.0 261.31 1`12 4. Number of Bedrooms 4 d. N/A R= R2 5. Is this a worst case? No 10. Ceiling Types (1324.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft2 6. Conditioned floor area above grade (1`12) 2260 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(191.0 sgft.) Description Area 11. Ducts a. Sup: Attic, Ret: Floor 2. AH: Floor 2 R ft2 6 452 a. U-Factor: Dbl, U=0.34 150.00 fit SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kStu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A R2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: .1.000 ft. . Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade -GradeEdge Insulation R=0.0 1002.00 R2 b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft2 None c. other (see details) R= 47.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.085 Total Proposed Modified Loads: 65.94 PASS TotalBaseline -Loads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and STgl, thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisO T1. 1,E a p Code. calculation indicates compliance PREPARED BY: l3 w I111G/ with the Florida Energy Code. Before construction is M,,,••.:°;_ DATE:] C 7[( completed;- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f with the Florida Energ Code. G'p WE 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/RESNETIICC 380, is not greater than 0.030 On for whole house. 1/ 19/2018 8:48 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FEB 16 2018 a- (Pi CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g- R / Documented Construction Value: S .2 Job Address: ,-,,d Historic District: Yes No Parcel ID: 17-20-31-502-0000-0 510 Wyndham Preserve Lot 31 Residential ® Commercial Type of Work: New® Addition Alteration El Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: _ CGC1522347 Arch itect/Eng I neer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 13 ` 3 3 O/ 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 constructs n and zoning. a,-'5-18 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Willets Print Contractor/Agent's Name Signature of No -State of Florida U Date y Shayne Mangel g, NOTARY PUBLIC c't 47 v STATE OF FLORIDA Owner/Agent is Personally Known to Me or Contractor/Agent is./ + t9 oA' e Ie or Produced ID Type of ID Produced ID pe of 1 BELOW IS FOR OFFICE USE ONLY Permits Required: Building 12 Electrical [y Mechanical a Plumbing© Gas Roof Construction Type:_ J& Occupancy Use: R-3 Flood Zone: x St' Total Sq Ft of Bldg: 2-a9 Min. Occupancy Load: 1 L{ # of Stories: New Construction: Electric - # of Amps 1 15,0 Plumbing - # of Fixtures J_ Fire Sprinkler Permit: Yes No Y # of Heads Fire Alarm Permit: Yes NoEq APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: ! • -T Z3.19 COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. LIlc . 5.10 mP 2Z(oO Mmykkctvt- S, Grp, Revised: June 30, 2015 _ ___ _ _ _ . _ _ Permit Application FEB 1 6 2010 , 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 1 2- D. % f Documented Construction Value: S Job Address: 3 89 0.: a i-rY t ra l- L-oo F,, Historic District: Yes No Parcel ID: 17-20-31-502-0000-0 310 Wyndham Preserve Lot 31 Residential ® Commercial Type of Work: New® Addition Alteration n Repair DemoEl Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person:. Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email:: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greeriwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kurp Phone: 215-646-8001 Street: . 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fag: E- mail: sives@rnuihemkulp.com Mortgage Lender: Address: ILI WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that -date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional. pemmits 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 constructs n and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 2—" J- 12 - Signature of No -State of Florida U Date y Shayne Mangel NOTARY PUBLIC c r .. STATE OF FLORIDA Contractor/Agent is lt1;G1t3111 Produced ID pe ofptfes P1`7 32>Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Z,/g WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 --------_---- . •-• _ •----_--_-• __-... ,-•---•-___-- _ --• -Permit Application WKlb- 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3890 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0310 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) OFF CIA S ON Y 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# 18-914 Reviewed by: Michael Cash, CFM Date: February 28, 2018 1 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & J J Y11 7— Landscaping i11 Right -of -Way www.santardn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk constructjod over•100 square feet of concrete or other material on the subject parcel and I 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-04ay. All requested information below as well as a current survey, site plan or plat dearly identifying the ..n,rvbelow. size and location of the existing right —of --way and use shall be provided or application could be delayed. Callbermeyoodlg. 1. Project Location/Address: 3B9O Ititrtsl' 1 L--as Q gl-vre Sri, 3a'1"13 2. Proposed Activity: Q Driveway Q Walkway n Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This applica5oq is submitted by. , `' nSigPgnaure: Print Name: Mlc1'oen Kr^r Cs Address: 1064 Gr enwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stedigttlhomes.00m Date: _ 1— 10-1 j 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 installationriimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have a an derstand the above statement and by signing this application I agree to its terms. Signature: Date: , b This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 - L- zm Date: November 2015 ROW Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a- 5-1 % Project Name: Wyndham Preserve -Lot 2A Project Address:3290 &On_v'larshLOWSalhford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to 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. Priz of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print ame of Gen. Contractor Signature of Gen. Contractor CGC 152234i Gen. Contractor License # L c EerbroyY Print Name of El. Contractor 1'i atre EI. Contractor EC 000 304t a El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I — I S-11 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): Mi and application for work located at: 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 foregoing instru nt was wledged before me this jday of,N200 , by obeli iPlets who is 0-personally known to me or o who has produced identification and who did (did not) take an oath. e Mangel RY PUBLICjM—ST!ATIE OF FLORIDA C# GG113111 HCE eExpires 6/21/2021 Rev. 08.12) Signature 01v Print or tWe name Notary Public - State of Commission No. My Commission Expires: as REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: 4• 'u. s;tr: n•...o. i F1L'EC ItIClAL'P ERMIT1`'" tst a'..t r arr; ..t.: 3;''s..`-ti:r •c,^. :_r;;k r"'i ;j:.''.ic; .nn. • 1`il•NrSj.2: o ..:?N 1_Lx:.:,F,• yi L ':`-' .,::• i'<'4`^:.:::`j: -::=:r,• C.i r%:s_•s:.t..la: .1:. ..1:. 'd tiL: •'v..,r:,:l'...fiujL.1 k'2 Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer i 1000 Plumbing Final i i x ry4 rvv,y 1+iVriT7 Y 1•r•Cliq l '1\:.faL PGRlYl'1'1:::, fym•yTn''e``T...T!.1•„p. Zdrr...T. 'ti.^•2. 3i ,J,•'rt 0!••' .c_ rt.. uS ryn. r. 1ri1 R•.•: A iYfiy+`.'4%%: '•:7Y'..Yy c. ti: :: ::'4 y::,yi.T L y Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business 'and Professional Regulation - Residential Performance Method Project Name: Lot 31 - 2260 SR Builder Name: Starlight Homes SOUbbo Street: 3896 Saltmarsh Loop Permit Office: Seminole County gyp City, State, Zip: Sanford , FL, 32773 Permit Number: # 8 _ 9 19 ObIO j 4Owner: 'LI Zt,* - >r1 a 1Jurisdiction: q Q V S Design Location: FL, Sanford County:: -Se/ irffnoTe (Florida Climate Zone 0,1,/011ne 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4,1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood. Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' S. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 fl' 6. Conditioned Floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ft") 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. . Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.0042 b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 65.94 PASSTotalBaseline -Loads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and f-f1AE S7g7 this calculation are in compliance with the Florida Energy specifications covered by this o IV,: • O Code. calculation indicates compliance A-44 with the Florida Energy Code. u,,,, :=':.3;,, `aPREPAREDBY: l G/ Before construction is completed DATE: ! / i!Q lf, this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance • Florida Statutes. L with the Florida Energ Code. COO Wt' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: L 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 8:48 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 31 - 2260 SR Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2260 Lot # 31 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3896 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford . Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft2 0 0 1 2 Raised Floor Floor 2 --_ ____ 47 ft2 0 0 0 1 3 Floor over Garage Floor 2 275 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 f12 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V/ Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft2 N N 1/19/2018 8:48 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins.Type Area Framing Frac : Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below a 1 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 W Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 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 W 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 W 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1-ft 0 in 1 ft 0 in None None 5 W 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 W 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411ft' 411ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 8:48 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity. ,,. Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM fSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None fN DUCTS Supply — V # Location R-Value Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 tt' Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin JXJ Jan JXJFeb [ ]]Mar Heating Jan Feb [X] Mar[ Ventin Jan Feb [[X1] Mar X] Ceiling Fans: j A r I I Ma ri Jun ri Jul rlAuArMayJunJulAuSepAprmayJunJulAugriSe Se j j j X] Oct [ j Nov Oct [X] Nov Oct [X] Nov Dec X] c DecO Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 78 Heating (WD) AM 66 PM 68 Heating (WEH) AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit V19/2018 8:48 AM 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. 3896 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood. Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area (ft') 2260 b. N/A R= ft' 7. Windows- Description Area c. N/A R= - ft' a. U-Factor: Dbl, U=0.34 150.00 ft' 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft' 6 452SHGC: SHGC=0.26 b. U-Factor: Obl, U=0.58 41.00 ft' SHGC:. SHGC=0.25 12. Cooling systems kBtu/hr Efficiency C.. U-Factor: N/A ft' a. Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 0.258 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft : a. Electric Cap: 50 gallons b. Floor over Garage R=19.0 275.00 ft' EF: 0.95 c. other (see details) R= 47.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,HEST Construction through the above energy saving features which will be installed (or exceeded) 04 = ATFointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: Jack^ p City/FL Zip: c coo WE. Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 8:48 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR -BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 31 - 2260 SR Builder Name: Starlight Homes Street: 3896 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitYPP9 /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 subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa 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 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 Sprinkler cover plates and walls or ceolinas a. in addition. Inspection or log walls shall be in accordance with the provisions of ICC400. 1/19/2018 8:48 AM 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 31 - 2260 SR Builder Name: Starlight Homes Street: 3896 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0. (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake,.makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off-, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: y0C THE STg7 0 1/19/2018 8:48 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 31 - 2260 SR Builder Name: Starlight Homes Street: 3896 Saltmarsh Loop Permit Office: Seminole County City, State. Zip: Sanford. FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 1 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 2260 House Duct Total Conditioned Floor Area) System Tested On (Out) must be less than or equal to the required On (Out). certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /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)(0, 9), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: o ygHE S7q0 Illy/ Ir :!••• r_'••rai4 ` `0 t COD WE'f 4J r 1/ 19/2018 8:48 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 e Project Summary Date: Starlight ;wyndnam wrightsoft Entire House Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, CA, odando. FL 32810 Phone:407-886-3729 Email: GRenner®energyairoom Wab: www.energyavoom For. Lot 31 - 2260 SR, Starlight Homes 3896 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather. Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TO 26 OF Heating Summary Structure 17353 Btuh Ducts 3222 Btuh Central vent (47 dm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipmentload 21894 Btuh Method Construction quality Fireplaces Area (ftl Volume (fta) Air changes/hour Equiv. AVF (1Xrn) Infiltration Simplified Average 0 Heatin2310 Co2310 20003 20003 0.41 0.21 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TO 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 15751 Btuh Ducts 5921 Btuh Central vent (47 dm) 900 Btuh Outside air Blower 0 Btuh Use manufacturers data y Rate/swingg multiplier 1.00 Equipment sensible load 22572 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Duds 1244 Btuh Central vent (47 dm) 1382 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load I(Sen+Lat) 28271 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible 000ling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual airflow 1105 dm Actual airflow 1105 1Xn1 Air flow factor 0.054 cfmBtuh Air flow factor 0.051 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =16034 Stuh,100 AFUE Sold4talic values have been manua0yovemVden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft• NghFSuite®Uni,,ersal2017 17.0.28 RSU17013 2018-Jan-19 08:47:33 Page 1 SpedldWyndham Preseroellot 31 - 2260 SRrup Calc= MI6 Front Door faces: W wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc' 5401 Energy Air, Ck Orlando, FL 32810 Phone:407-886.3729 Email: GRenner®energyaircom Web: v wvenergyaircom For. Lot 31 - 2260 SR, Starlight Homes 3896 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 6/1612017 By: Plan: 2260 S Magellan Outdoor design DB: 92.6°F Sensible gain: 22572 Btuh Entering coil OB: 78.3°F Outdoor designVVB: 75.9°F Latent gain: 5699 Btuh Entering coilVVB: 64.4°F Indoor design DB: 75.0°F Total gain: 28271 Btuh Indoor RH: 50% Estimated airflow: 1105 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfrrl Sensible capacity: 23961 Btuh 106% of load Latent capacity: 6713 Btuh 118% of load Total capacity: 30674 Btuh 109% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21894 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow. 1105 drn Output capacity: 33800 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 1105 can Output capacity: 4.7 kW 73% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. C wrightsoft• Right-Swte®Unioersal2017 17.028 RSU17013 2018 Jan 190Page 1Pape1 J4CCK .- SpeafidWyndham PreseroetLot 31 - 2260 SR1up Calc = MJ8 Front Door faces: NE Duct System Summary Job. Stadight-Wyndham ft + wrightso• Date: W1612017 Entire House By. Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl Orlando, FL 32810 Phone: 407-886-3729 Enmil:GRenner@energyair.00mV%b:vA&w.energyair.com For. Lot 31 - 2260 SR, Starlight Homes 3896 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 clim 206 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 dm Name Design Btuh) Htg dm) Clg drn) Design FIR Diam in) H x W n) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 c 134 6 7 0.162 4.0 Ox 0 VIFx 27.8 145.0 SO Bed 4 c 1513 75 77 0.185 6.0 Ox 0 VIFx 21.5 130.0 st2 Bed2-A h 1865 100 96 0.162 7.0 Ox 0 VIFx 32.6 140.0 st1 Foyer -A h 3062 164 87 0.175 8.0 Ox 0 VIFx 19.6 140.0 st1 Laun C 838 4 43 0.268 4.0 Ox 0 VIFx 9.3 95.0 Lon C 2694 125 137 0.284 7.0 Ox 0 VIFx 3.5 95.0 ba2 C 211 5 11 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 W c 1513 74 77 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 Idt-faro h 3684 198 195 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 Idt-farntiA h 3684 198 195 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 tuba c 437 20 22 0.241 4.0 Ox0 VIFx 16.0 100.0 mbr C 2115 94 108 0.245 6.0 Ox0 VIFx 14.4 100.0 We C 504 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 WO C 82 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 WC4 C 399 18 20 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Trunk Htg Gg Design Veloc Diam H x W Duct Name Type dim) crm) FIR fpm) n) in) Material Trunk st1 PeakAVF 666 580 0.136 623 14.0 0 x 0 VinlFlx st2 PeakAVF 196 215 0.172 617 8.0 0 x 0 VinlFlx st3 PeakAVF 396 390 0.136 504 12.0 0 x 0 VinlFlx SO Bolddalic values have been manua0yovenidden 2018•Jen-19 08:47:33 wrightsoft• Right-Suite®Unhersal201717.028 RSU17013 Page 1 ACC% .- SpecifidWyndham Preserretot 31 - 2260 SR rup Calc = MJ8 Front Door faces: NE Grille, , . Htg Gg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) dm) dm) ft) FR fpm) in) in) Opening (in) Matt Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx 2016-Jan 190 wrightsoft• Right-Suite®unPage age2Pepe2CC. — SpedfidAgndham PresereetLot 31 - 2260 SR rup Cale = M18 Front Door faces: NE Job* Starlight -Wyndham Performed for: Lot 31 - 2260 SR 3896 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886.3729 wwwenergyair.com GRenner@energyaircom rvrw Scale: 1 /8" =1'0" Page 1 Rigt*&itBO Universal 2017 17.0.28 RSU 17013 2018Jan-19 08:47:50 am Presenel of 31- 2260 SR rup GavTR 17 CFM Job* Starlight -Wyndham Performed for: Lot 31 - 2260 SR 3896 Saltmarsh Loop Sanford, FL 32773 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP Loft 1371C Cfm7" I 24x18 Sup Riser \ 1105cfrn 14" . T -4 m br 10x6 108cfm 18x88x4 43ch 4" 6" 8x4 22 ctm 4" m ba Laun F O TR j g" pl ip 14x6 10x6 14x6 77cfm 4„ 4„ unc3 8x4 4 cfm wc4 br3 Bed 4 8x4 2 0 cc 8x4 26 cfm 4" 10x6 77 cfm Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886,3729 www. eneMpir.corn GRenner@energyaircom Scale: 1 /8" = IV' Page 2 Righk% itst Unieersal 2017 17. 028 RSU 17013 2018Jan- 19 08:47:51 am Presereel d 31- 2260 SR.rup o` I vT1 XvrL vuVVII IN, co o 0 ir 0 Q Q a26o /Ylade 3" DAVZENSION NOTE: Proposed building dimensions shown hereon are of the exterior. f Building Setbacks Setbacks: Per construction plans for DHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' WYNDHAM PRESERVE - LOT 31 PLOT PLAN WYNDHAM PRESERVE LOT 31 PB 81, PG 93) SAL TMARSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) • ASPHALT PAVEMENT S 89'40'51" W 555.98' J PCP CENTER/ PCPLINE91ro EDGE OF PAVEMENT 2, n,i000C\ PROPOSED APRON 8o C N89'4o 51 "E 36.00' W Qn _ N CL 0 IJ a 16.0' 46.0'1 13.3' 20.7 ; M inM PORCH;Z v w PROPOSED ; 2 STORY RESIDENCE ; O w 2260 MAGELLAN o ; un ELEVATION - S * ; LOT 30 GARAGE - RIGHT FFE= 30.1 ; O O Z QboooA/C ; 10-0 11 PAD------------- w w LOT 31 AREA = 4,400 S.F. ± S89'40 51 LOT 52 CURVE DATA TABLE NO. RADIUS DELTA I ARC I CHORD I BEARING C1 1 75.00' 003'03'26" 1 4.00' J 4.00' 1 S 88'47'26" E PEP--Pool Equi ment LEGEND.ADUSSD-Access/Drainage/Ui,Gties/SidewalkLB -Licensed usiness BFP-Backflow Preventer Si ght Distance Easement PRM-Permanent Ref. MonumentS -Survey R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light FFE-Finish Floor ElevationP -Plot D. . -Deed Book Water Meter O.R.-Official Records Book C4-Water Valve P.B.-Plat Book b=FIre Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev.-Elevation RiCC04-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk EI—Electric Box FFE -Finished Floor Elevation Utility Pole CI -Curb Inlet Guy PoleELIghtGTl-Grote Top Inlet Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--overhead Utilities PVC-Polyviny;• Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) 49-Sanitary Sewer Manhole SF -Square Feet Eiiwo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK XVD4-Irrigation Control Valve P.K.-Parker Kalon Nail Sign SIR -Set 1/2" Iron Rod LB7768 W04-4ate Water Valve SPKO-Set P.K. & Disk LB7768 IR-Gas MeterFIR -Found 1/2' Iron Rod L87768 rr• -Existing Grade FIP -Found 1 2" Iron Pipe LB7768 CI -Blow-off Valve FPKD-Found F.K. Nail & Disk LB7768 -_-Drainage Flow Direction FCM-found 4'x4' Concrete 10.0-Propo3ed, Design Grade F—DeSCription I Date I Dwn.ICk'd I P.C.IOrder No. PROPOSED 5' o /'CONC SIDEWALK to, CITILM EASEMENT (P) w O LOT 32 O O as BUUMING LAYOUT NOTE: Contractor and owner are to verify oil setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. ZON!N '`J oU pnT .I,L•, I'a---. Ok to construct single family home with setbacks and impervious area shown on plan. L(6.50(a imp. 224v O tvlot ell - 5 R SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. LOT AREA CALCULATIONS LOT 4.400 SQ.FT. LIVING AREA- 1.002 SQ.FT. GARAGE 411 SQ.FT. ENTRY - 48 SQ.FT. DRIVEWAY - 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.FT. PERVIOUS= t1o.55: SOD 2.352 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 5.400 SQ. . DRIVEWAY = 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD = 2.478 SQ.FT. PREPARED FOR ASHTON WOODS 2. Roads, walks, and other similar items shown hereon were FLOOD ZONE: taken from engineering plans and are subject to survey. The property shown hereon is on the Federal 3. Devotions shown hereon are in feet and are referenced to Emergency Management Agency's Flood Insurance the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). Rate Map Panel Number 12127C-0765H. in Flood 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) NOT A SUIt*—]M Vor PeiNnottin1g2TLY) Ones D. Leviner LS6915 DRIDA PROFESSIONAL SURVEYOR & MAPPER NO . ................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Zone X' DESCRIPTION: LOT 31, 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 77W GeoPoint Surveying, Inc. Drawn:MTP I Checked:JDl I P.C.: Data File:erismEast-Plat Date:1/19/18 Dwg:&6sonW-U0l Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E. Feld Bk: — RECORD COPY PALLIVIERV =ELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC2014-220.82(C Q-MI ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA 11. GENERAL LOADS (NEC 2014 - 220.82(Bl(1)- (411 LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER J\\ONG 1.20 KVA 1 0.8 DISPOSAL([) 0.80 KVA 0.8 DISPOSAL(2) FORO 7.2 RANGE/OVEN (1) gP It 1 12 RANGE/OVEN (2) FPAR 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 1 4 '' 2.50 KVA 4.8 ITUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL # I 7. 2 30AMP POOL CIRCUIT 14. 4 60AMP POOL CIRCUIT 19. 2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 10.91 KVA SUB - TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(Bl) 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD [NEC 2014 - 220.82(A)l 32.20 KVA MINIi11UM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150.Amp Electrical Diagram 1.50.Amp Main 120V / 240V RECORD COPY Typical 150 Amp , Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode CCal-dO::3N1- IV Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs -rely Arn lumber values established by others. MiTek RECORD COPY RE: W P0031 - W P0031 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Project Name: WP0031 Model: 2260 Lot/Block: 31 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date I No. I Seal# I Truss Name Date 1 1 T12949805 1 Al 1/12/18 118 1 T12949822 EN2 1/12/18 12 I T12949806 I A2 11/12/18 119 I T12949823 I HJ7 11/12/18 1 13 1 T129498071 A3 11/12/18 120 I T12949824 I V3 11/12/18 14 1 T1 2949808 1 A4 11/12/18 121 I T12949825 I V5 11/12/18 I 15 1 T129498091 A5 11/12/18 1 I I y'vd o I Q O Nds 1 I N10 1 _ (I 1 # 1 8 9 1 1 1 16 1 T129498101 A6 11/12/18 17 IT129498111A7G 11/12/18 18 IT129498121 B1GE 11/12/18 19 1 T12949813 I B2 11/12/18 110 1 T129498141 B3 11/12/18 11 I T12949815 164 11/12/18 112 I T12949816 I CJ1 11/12/18 113 1 T129498171 CJ3 11/12/18 114 I T12949818 1 CJ5 11/12/18 115 IT129498191 EJ7 11/12/18 116 1T129498201 EJ7G 11/12/18 117 1 T1 29498211 EN 1 GE 11/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin 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 theengineernamedislicensedinthejurisdiction(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. j%J111111111111 IN o 68182 9 •1 STATE OF 4 O R 1'0 N 11111110 Juq In Val PE No.68182 MR USA. l FL Cert 6634 6204 rke Blvd. Tampa fl 33610 Oats: January 12, 2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Oty Ply W P0031 T12949805IWP0031A1GHipGirder1, 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:46 2018 Sx8 = 2x4 II 3x8 = 4z6 = S.00 rl2 4 18 19 S 20 21 6 22 23 7 1 2 Scale = 1 48.9 apfap4o I014h: I & 44 10iaa m d Sx8 = 17 16 24 25 15 26 14 27 13 28 29 12 11 Sx8 = 2x4 11 3x4 = Sx8 = 4x10 MT20HS = 20 11 3xe = 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CS1. TC 1.00 BC 0.98 WB 0.80 Matrix-SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Well Ud 0.34 13-15 >983 240 0.79 13-15 >422 180 0.22 9 n/a n/a PLATES MT20 MT20HS Weight: 141 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9-5 oc bracing. BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0-3-8.9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-4669/1511, 3.4=-4546/1537, 4-5=-5409/1845, 5-6=-5409/1845, 6.7=-4245/1452, 7.8=-4547/1536, 8-9=-4668/15l l BOT CHORD 2-17=-1362/4227, 16.17=-1362/4227, 15-16=-1344/4207, 13-15— 1756/5409, 12-13=-1756/5409,11.12— 1344/4226, 9-11 =- 1344/4226 WEBS 4.16_ 80/583, 4-15=-482/1464, 5-15=-526/322, 6-13=0/383, 6.12=-1432/474, 7.12= 310/1282 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; BC0L=3.0psf; h=15ft: Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 lb up at 7-0-0. 111 lb down and 110 lb up at 9.0-12, 111 lb down and 110 lb up at 11.0.12. 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110lb up at 14-11.4. Ill lb down and 110lb up at 16-11-4, and 111 lb down and 110lb up at 18-11-4, and 211 lb down and 206 lb up at 21-0.0 on top chord, and 339 lb down and 112 lb up at 7.0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 14.11.4. 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 339 lb down and 112 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Q WARNING - Veft dedgn puemetwe and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AW7479 rev. rMMIS BEFORE USE Design vdkf lot use only Win, Mtek® connectors. This design Is based only upon patanelers shown. and is to an IndlvkArd btAdIno component not a Ituss syslam. Bofore use, the txAding designer roust verity the cWlcal)llly of design Iofanetets and Ixoperly Incotlorato this design Into the overall building design. Bracing Indicated Is to buckling of Individual Ituss web and/or chord members only. Addlllon al temporary and permanent bracing MOWprevent It dways togJrod Ion slablilly and to prevent co9gx a wllh possible petsond Infury and Ixopedy danago. for general guldcince regarding the 6904 Padw East Blvd. fabrication, slotoge, delivery. otecllon and btocing of Musses and muss systems. seeANSI/iPl1 Quality Criteria, OSS-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavaBdilefromIncaPlateInsrikrie. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0031 T12949805 WP0031 A1G Hip Girder 1, 1 Job Reference (optional) Builders FirStSoUrae, Tampa, Plant city, Florida 33566 8.130 s Sep 15 2017 MI i eK Inaustnes, Inc. Fri Jan 12 12:57:46 2019 Page 2 ID:75SJeCGSyOW2ilGV(5n8Lly96Pw•ruw29zRmlwcg7as8lcPhVANoM91pOatKbatU Ozw5HJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4— 164(F) 7=-164(F) 16=-339(F) 12-339(F) 18-11 l (F) 19=-11 l (F) 20=-11 l (F) 21=-111(F) 22-111(F) 23-111(F) 24— 61(F) 25=-61(F) 26=-61(F) 27=-61(F) 28=-61(F) 29-61(F) Q WARNINO - Verify desgn paramofon and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE Ma-7472 rev. 10AMM1S BEFORE USE Design valld lot use only Win Mllek®conneclors. this design ts based only upon parameters Mown. and h lot an Yldlvldrral building component, not a truss system. Before use. the building designer must verify the asppY:abufty, of design p atarnelen and properly Incorporole this design Into the overall boding design. Bracing Indicated is to b ddling of h dMdual hiss web cind/a c"d members only. Additional temporary and permanent bachsg MiTek' prevent is always readied lot sWdilly and to prevent collapse wllh possMe personal Illaly aid properly damage. roe general guidance regarding ile 6904 Parka Ease Blvd. fabrication, storage, delivery. erecllon cmd brwIng of trusses and lars systems seeANSI/IPI I CuaIIN CAteda, OSS-89 and SCSI Building Component Tanga, FL 33610SafetyInformationcrvcOablehemtrucePlateInstitute, 218 N. lee Street. Sutle 312. Alexandrim VA 22314. Job Truss Truss Type Qty Ply WP0031 T12949806 WP0031 A2 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:47 2018 Page 1 IO:75SJeCO8yOW2ilGVr5nBLly96Pw-J4UQMJRP30kXIIRKsJxw2Nv51Y6slAW UpEc2XSzw5Hl 1.0-0 5-8-11 9-0.0 14.0.0 19.0.0 22.3.5 28.0.0 29.0.0 t-o-0 5-8.11 3 35 5 00 5 0-0 3-3.5 5.8-11 i-40 Scale - 1 48.9 4x6 = 3x4 4x6 = 4 5 6 3x6 = to 1V 3x6 = 3x8 = 4x6 = 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0.3-8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8), 8=-278(LC 9) CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.45 Vert(LL) 0.1710-12 >999 240 MT20 244/190 BC 0.93 Vert(TL) 0.4810-12 >699 180 WB 0.25 Horz(TL) 0.10 8 We n/a Matrix-SH Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied of 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 2104/1265, 3-4=-1846/1103, 4-5=-1681/1057, 5-6=-1681/1057, 6.7=-1846/1103, 7-8=-2104/1265 BOT CHORD 2.12=-1052/1894, 10.12— 979/le77, 8-10=-1061/1894 WEBS 3-12=-282/313, 4-12=-254/508, 5-12=-342/220, 5- 1 0=-342/220, 6-10=-254/508, 7-10=-282/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2 and 278 lb uplift at joint 8. Q WARNING - 140dry dedgn panrrioten and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M -7473 rev. 1=30015 BEFORE USE. Design vdld lot use only vAIh Mllek® contactors. hits design is lxaed only upon Paiamelers shown, and Is for an IndMdual txddktg component. not a truss system. Before use. Ine txdlWtg designer must verify, the al;xkabllWy, of doslgn rwramelots attd ptoper,y Incorporate this design Info the ovoid, building design. Bracing Indicated Is to prevent bueMktg of Individual truss web and/or chord members orgy. ALkS9oncd temporary and permanent txaekQ M iTek' It dwc" teguired lot sta ity and to prevent collapse wllh Ixxs6He petsonal Imlay and Ixopedy, damage. roe genets guidance togardktg Who ktbricallon, storage, dellveey, erection arts txacing of Imtsses aril truss systems. scoANSI/TPI I Guallly Criteria. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdk ue from Russ Plate Insllnde. 216 N lee Street. Suile 312. Alexandria. VA 22314. Tarrpe, FL 33610 Job Truss Taus Type Ory Ply WP0031 T12949807 W P0031 A3 Hip 2 , 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 Mi I ex Industries, Inc. Fri Jan 1 z 12:57:48 2018 rage 1 1 D:75SJeCO8yO W 2ilGVi SnBLly96Pw-nG2oalS 1 gXsONl0X01 S9abSGhyYOUaCd2uMb3vzw5HH 10.0 5.2.3 I 11.0.0 17.0.0 22.9.13 + 28.0.0 29!" 11.0.0 5 2.3 5.9.13 6.0.0 5.9.13 5 2-3 1.0.0 5x8 = 4x6 = Scale = 1:48.9 j. 3x6 = - 3x4 = - - 3x6 = 2x4 11 3x4 = 3x8 = 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in Ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.11 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.28 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 136lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 2=1087/0.3.8, 7=1087/0-3.8 Max Horz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2213/1314, 3.4=-1669/1033, 4.5=-1492/1016, 5-6= 1670/1033. 6-7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12.13=-1105/1986, 10-12=-718/1492, 9-10- 1118/1985, 7.9=-1118/1985 WEBS 3-12=-542/429, 4-12=-115/372, 5-10=-114/372, 6-10=-541/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Exterfor(2) 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 gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurient with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 2 and 273 lb uplift at joint 7. 0 WARNING • Vadly dod tin pan motor and READ NOTES ON 7NIS AND INCLUDED M/7EK REFERANCE PAGE MO.7473 rev. 1602 0I S BEFORE USE Design vepW for use only YAM Mflek0 connectors. this design is lased Orly upon parameters shown. o W Is lot an Y1d11Adua1 landing component, not a truss system. Belpre use. the txlldlng deslgrler must vofry Ifs nppOcatlllry of doslgn pxxamolers arW rxo{xrly traotp rate ti1is design Into Iho ovetdl btBding design. Bracing trWlealed Is to prevent b uekilrV of In dWtKf truss web calct/or etlrxd members only. Addltlond leni f"ary and petmanent bt Ing MiTek' Is always tectudrod lot stability and to lxovenl colialm wllh possUe personal lr*ny and Ixoporty clainago. Fot generol guldarlco regardtrig tia1 ICAxlCallom storage, delfvory. erection and bxcatrig of trusses and Iruss systems, seeANSI/tPl I Quality CMetla, DS&69 and SCSI Sullding Component 6904 Parke East Blvd Safety Information avallable from Inm Plate trutihde. 218 N. Lee Street. Stille 312. AlexarWMr. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0031 T12949808 WP0031 A4 Hip 2, 1 Job Reference (optional) tsuuaers rustsource, I ampa, want city, morwa n.13o s tsep lto "GuI / Milex tnausmes, Inc. t•n.Ian tz Iz:ar:4v zuits rage i ID:75SJeCOByO W 2ttGVt5nBLly96Pw-FTcBnTTibr_F_ I blzkzO7o70ZMt8D7omHY58bLzw5HG 4x6 06 = 4 5 5.00 FIT 3x4 3x4 I3 t 6 2 d1 3x6 = 13 12 11 10 9 2x4 II 3x4 = 2x4 If 3x4 = 3x4 = 7.7.12 13.0 0 15 0-0 20 4.4 7.7-12 I 5:14 2-0.0 5.4-4 Plate Offsets (X,Y)-- 12:0-3.0,Edgel, 17:0-3-O,Edoel LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1!25 TC 0.68 Vert(LL) 0.13 7-9 999 240 TCDL 7.0 Lumber DOL 1125 BC 0.75 Vert(TL) 0.34 2.13 990 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(rL) 0.10 7 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Scale = 1:48.9 3x6 = PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9.12 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 5.5.13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3.8, 7=1087/0-3.8 Max Horz 2=81(LC 12) i Max Uplift 2=-286(LC 12), 7=•286(Li 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2075/1243, 3-4=-1466/971, 4!,5=-1297/945, 5-6=-1466/971, 6-7=-2075/1243 BOT CHORD 2-13=-1011/1840, 12-13=-1011/1840, 10-12=-598/1297, 9-10=-1018/1840, 7-9=-1018/1840 WEBS 3-13=0/300, 3.12=-678/494, 4-12=•223/378, 5-10=-223/378, 6.10=-678/494, 6-9=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2pst; BCDL=3.Opst; h=151t; Cat. 11; Exp C; Encl , GCpl=0.18; MW FRS (envelope) and C-C Exledor(2) 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at joint 7. 1 Q WARNINO - VMy design parameters and READ NOTES O THIS AND INCLUDED MITEK REFERANCE PACE MD7473 mv. taN,L7016 BEFORE USE Design valkf rot use only with Mllok® connectors. Inls desl a truss system. Betore use. the bxdlceng deskjnrst rrttsl verify gn is based only upon parameters shown. and Is lot an WMckKd "ding componenl. not the gNpllcabAlly or dr-igrt lxvotnelers oncl propetty Incofporate this design Into the overall btAdrtg design. lkacN lrvJlcaled Is to rxevent txtcaln0 pl Indlvklixd buss web and/a chard members ady. Ackdltonal lemporary =1 petrnanant btacing M iTek' Is always togtdted tot stability and to prevent collgxe with possible porsoncd kWay and property damago. ra general etldaice regarding ate 6904 Parke East Blvd. Iabxlcallm storage, delivery, ofoctlon anti bxackt0 of tntises anti Inns systems, seeANSIIIPI I Quality Criteria, OSS-69 attd SCSI 6ullciing Component Tampa, FLSafetyInformationavcdlablefromIncaPlate "Iftne, 216 N Lee Street. Sidle 312, Alexcndrla VA 22314. 33610 Job Truss Truss Type City Ply WP0031 T12949809 WP0031 AS Common 1,0 1 Job Reference (optional) tiuuaers FIfS1source, 1 ampa, Plant Gory, 1-lofroa 33566 8.13U S Sep 15 2U1 r Mr I eK Inauslnes, Inc. t-n Jan 1Z 12:5/:4V ZUl6 rage I I0:75SJeC08yOW2rlGVr5nBLly96Pw-FTcBn?Tlbr F_lbjzkz07o?08MoBD2lmHY58bLzw5HG 1.0.0, 6.9.3 14.0.0 21.2.13 28.0.0 9.0 0, 1.0.0 6.9.3 7.2-13 7-2.13 6.9.3 41970 Scale: 1/4'=1' 5.00 )12 4x6 = 3x6 = 3x4 = 3x6 = 30 = 3x6 = 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 FBC2014lrP12007 CSI. TC 0.65 BC 0.94 WB 0.33 Matrix-SH DEFL. in Ven(LL) -0.22 Vert(TL) -0.61 Horz(rL) 0.09 loc) Vdefl Vd 2.12 >999 240 2-12 >543 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 123 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puritns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8.8=1087/0-3-8 Max Horz 2=87(LC 16) Max Uplift 2=-292(LC 12). 8=-292(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1321, 3-5=-1777/1148, 5.7=-1777/1147, 7-8- 2078/1321 BOT CHORD 2-12=-1102/1873, 10-12=-570/1221, 8-10=-1109/1873 WEBS 5.10=-327/598, 7.10=•435/466, 5-12=-327/598, 3.12=-435/466 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=15f1; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) 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 pst bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8. Q WARNING- Varlly deden paramtlam and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M07177 rev. 10=2015 BEFORE USE Designs vdkp le use ordy vAlh M(lek® connectors. MS design is lased only upon parameters shown. and Is too anindlvldtol lxrBdng component, not a truss system. Before use. Its lxlldrlg designer must verity the apxlllcaUllly of design rxnarnetors and rxopwly hlcogooate this design Into Iho overall txgdrlg Bracing Indlcaled Is to bucklhlg Individual buss web and/or chord members only. Additional lempeary and rxmTKt lenl broctrlg M iTe k' design. prevent of Is always togtlred for statAlity, and to Ixevont collcyxe YAM possible personal tr*ny and poopedy damage. For general guidance regarding the 6904 Perks East Blvd fabricalkln, storage, delivery. erection and brachq of husses and Irtm systems. Se0ANSUIPI I Quality Criteria, OSS49 and BCSI Building Component Tampa. FL 33610 SafetyINartnattonavallablefromhumPlatoInstitute. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0031 T12949810 W PO031 A6 Root Special 1 1 I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:50 2018 Page 1 ID:75SJeCQ8yQW 2ilGVr5nBLly96Pw-If9Z7LUHM866cBAvXSUdIOXVnm8syTW wVCti7nzw5HF 1.0.0, 5-5.14 7.1.16 10.4.0 11.8.0 , 19.0.0 22.3.5 28-0.0 29.0-Q 1.0.0 5.5.14 1.8.1 3 2.1 1-4.0 7.4.0 3-3-5 S 8.11 1.0 0 e 00 4x6 = 54x6 4x6 = Scale = 1:49.7 3x6 = 13 12 4x6 = 10 3x6 = 2x4 II 3x8 = 3x8 = LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2OO7 CSI. TC 0.91 BC 0.91 WB 0.49 Matrix-SH DEFL. in Vert(LL) -0 16 Vert(TL) -0.45 Horz(rL) 0.10 loc) Well Ud 8-10 >999 240 8-10 >744 ISO 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.8 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at micipt 5.10 REACTIONS. (Ib/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-268(LC 12). 8=-318(LC. 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2091/1233, 3-4=-1711/1086, 4-5=-1700/1114, 5-6=-1699/1085, 6-7=-1858/1127, 7-8=-2097/1271 BOT CHORD 2-13=-1004/1857, 12.13=-1004/1857, 10-12=-957/1837, 8-10=-1066/1887 WEBS 6-10=-172/461, 7- 1 0=-249/282, 4-12=-855/1293, 5-12= 932/679, 3-12=-466/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 268 lb uplift at joint 2 and 318 lb uplift at joint 8. 19 0 WARNING . Vedry design parameter end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE UN-7473 rev. I6011320IS BEFORE USE. Design vdkl for use orly vAin KIek® conneclois. this design Is based only upon paramelet3 shown, and Is for an Individual building component. not a buss system. Before use. the building closlg m must verify the applicabli fy of dogiln ptnamelers end ptoperly Incogbaate this design Into Ife overall building design. Bracing Inrllcoted Is to prevent budding of fridivi lull truss web and/or chord rnembots only. Additional temporary and ponnarent bracing MiTek' Is always regiNed lot stability and to prevent collapse w11h possible personal hpay and pop arly dounage. rot general guldance regarding the 6904 Parke East BIVdtabtication, storage, delivery, ereCllon and bracing of brines and Iniss sysleins. soeANSI/iPl1 Quality Cdtedo, OSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationcmilfablefromInesRatetruSMe. 218 N. Lee Street Stlte 312. Alexandria. VA 22314. Job Truss Truss Type City Ply IWP0031 T12949811 WP0031 A7G Roof Special Girder 1, 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33666 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:51 2018 Page 1 Seale = 1:50.8 4x6 = 3x6 = 10 14 1.1 1 3x12 MT20HS 2x4 11 Sxe = 4x10 MT20HS = 3x8 = 7x10 = 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.59 13-15 >561 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(rL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH Weight: 161 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7.11.15 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=1554/0-3-8, 9=2469/0-3-8 Max Harz 2=66(LC 12) Max Uplift 2=-425(LC e), 9=-770(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3— 3312/875, 3.4— 2948/863, 4-5=-2932/849, 5.6=-5068/1562, 6.7=-5069/1562, 7-8= 5548/1744,8.9=-6623/1734 BOT CHORD 2-16=-783/2987, 15-16=-783/2987, 13-15_ 1275/4610, 12.13=-1535/5202, 11-12=-1544/5140, 9-11=-1544/5140 WEBS 3-15=-422/218, 4-15=-585/2068, 5-15=-2551/851, 5.13=-285l710, 7-13=-484/610. 7.12=-602/1986 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.Opsh h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 770 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 21-0-0 on top chord, and 1518 lbdown and 476 lb up at 20-9-8, and 278 Ib down and l l4 Ib up at 21-0.O on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4_ 54, 4-5=-54, 5-7=-54, 7-10— 54, 2.9=-20 Concentrated Loads (lb) Vert: 7=-53(B) 12— 1796(B) Q WARNING. VsAry design panmofen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7472 nv. 1003)2015 BEFORE USE. Doslgn valid for use only with M,tek® connectois. StlS design Is Lx7sed only upon parameters Shawn, and Is for an Indivldrd IxAd9ntg component. not a tnas systotn. Before use. Ito Ixillding designer roust verity the applicalAlty of design paratnolers and piopetiy Incapaalo this doslgn Into Ina over,, bul, ng design Bracing Indicated Is to prevent bucl4klg of InUlvdra7l Inns web ax1/ot chard trier nbets orgy. Additional lemparay, and permanent txac,ng Welk' Is always required for skdAlty ad to prevent collapse wBh possible personal "and Ixoperty damage. nor genet, guidance regarding the ki1xlcallal, storage. ckMNery. etectlon and txacing or trumes and Ines syslefrm soeANSI/TPI I Cualtry Cdtetia, 038-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Innrmanon ov,lablo from truss Role Insllkite. 218 N. Lee Street. Sulto 312, Nexadno, VA 22314 Tempo, FL 33610 Job Truss Truss Type Oty Ply W P0031 T12949812 WP0031 B1GE Common Supported Gable 1, 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57.52 2018 Page 1 ID:75SJeCO8yO W 2ilGVr5nBLly96Pw-g2HJPOVXumMgsV KIIIW 51Rd21Z2gOU2DzW KpCgzw5HO 1.0.0 10.4.0 20.8.0 1-0-0 10.4-0 10.4-0 Scale = 1:36.1 06 = Ia 3x4 — 22 21 20 19 18 17 16 15 14 13 3x4 — 30 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 CSI. DEFL. in (loc) Udell Ud TC 0.08 Vert(LL) -0.00 1 rVr 120 BC 0.04 Vert(TL) 0.00 1 rVr 120 W B 0.04 Horz(TL) 0.00 12 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 20-8.0. Ib) - Max Harz 2=72(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 19, 20. 21, 22, 16, 15.14. 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21, 22. 16, 15, 14, 13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% Structural wood sheathing directly applied or 6-0.0 oc puffins. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15t1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) 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) 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 ANSIfrPI 1. 4) All plates are 2x4 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 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 2 Q WARNING- Verily design parcmetsn and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M67I72 rev. 1"142016 BEFORE USE OesIW1 valid for use ordy vAth tAlekS connectors it* design Is based ordy upon parameters shown. and Is for an l ndMdual building component. not a Inns system. Before use. the building designer must verify the applicablity of design paraneters and property Incorporate this deskin Into the overall buldlg design. Bracing Indicated Is to bucIdIng of Individual buss web and/or chord members ordy. Additional temporary and permanent bracing M iTek' prevent Is always required for stability and to prevent collapse with lxm"e personal Yyuy and property damage. for general guidance regaalng the 6204 Perks East Blvd. fabWilo L storage, delivery. erection amd l bdacfrng or hnmes and Inrss systems. socANSI/1PI I Quality Criteria, OSB-89 and SCSI Bulldho Component Tampa, fL 33610SafetyIndommicilonavailablefromlambateInstitute. 218 N. Leo Street, Stine 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply WPO031 T12949813 WP0031 82 Common 1, 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = 8.130 s Sep 15 2017 MWTek Industries, Inc. Fri Jan 12 12:57:53 2018 Scale = 1:34.9 Ig 3x6 = 3x4 = 30 = 30 = 3x6 = 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 FBC2014lrP12007 CSI. TC 0.39 BC 0.57 WB 0.17 Matrix-SH OEFL. in Vert(LL) -0.08 Vert(TL) -0.24 HOrz(rL) 0.05 loc) Well Ud 6-7 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 90lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.4.1 1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3.8 Max Horz 2=72(LC 12) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1501/956, 3-4=-1282/832, 4.5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1347. 7.9=-435/901, 6-7=-830/1374 WEBS 4.7=-242/435, 5.7=-326/347, 4.9=-225/415, 3-9=-309/333 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; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) 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) 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 lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 6=197, 2=223. 0 WARNING. Vedly design pXmWen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UD-?4n nv. /662MI5 BEFORE USE Design valid lot use orgy vAlh Mf1eM connoclots. M design S based only upon pcaamelets Uvwn, and is lot an Individual twldin0 component, not a If= system. Befote use, the building dosignot must verity, the aWicoblity, of design rxnanteters atdl rxopedy haotncpale Ifes design Into the overall txddkng design Bractng Indicated Is to fxevent bucahng of Individual Inns web and/or Choid members orgy. Addillatdll lemporary and permanent txaclnd MiTek' is always required for stability and to prevent colla xe wllh possible polsonal Irnpay and rxoperly damage. for general guidance tegaralng Who labitatlon, storage, delNety, erection and btachng of husses and huss systerim seeANSI/1PI I Quality Cdtetla, OSB-89 and BCSI Building Component 6904 Petke East Blvd Safely Inlormallon avalable from bins Rate hnsBhde, 218 N. Lee Street. Sulle 312. Aiexard ila. VA 22314 Tanpa, FL 33610 Job Truss Truss Type Oty Ply WP0031 T12949814 WP0031 B3 Common 1, 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 4x6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:54 2018 Scale - 1:34.9 Ig 7-4-9 5.10.14 7-4-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 90lb FT = 2Mo LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-5.8 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.4.11 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-6 Max Harz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3- 1502/957, 3.4=-1282/831, 4.5- 1296/842, 5.6=-1525/974 BOT CHORD 2.9= 811/1348, 7.9= 435/901, 6.7= 831/1374 WEBS 4.7= 242/435, 5-7=-326/348, 4.9=-224/415, 3-9=-309/334 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=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) 6=197, 2=223. Q WARNtNG - vedry deagn parameters end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MQ7473 rev. 1603"15 BEFORE USE De*p vail d for use only MNh d91108 connectors. 0ls doslgn 6 based only upon parameters shown. and Is la an Individual building component. not a truss system. Below use, the t3t"rtg designet must verity tho aroicabllly of desldn paametors and properly Incorporate it* design Into Itto over,, BrachU kx9calod Is to btcakng of Individual truss web and/or clotd members only. Additional temporary and permanent tracing MiTektx/dlrvj deslUn. rxeveni Is always roqLdsed rot stability and to Ixeveni collatxe with possible personal tNay and Ixopefty damage. Fa general guidance iegadlrg tho 6904 Parke East Mid. fabWatbn, storage, dellvety. erection and bracing of fuses and taus systems. seeANSI/TP1I Quality Criteria, DSB-69 and SCSI euOding Component Tanga, FL 33610SafetyInformationavailablefromTrussRateInstiktle, 218 N. Lee Street. Sulle 312. AlexanxUa, VA 22314. Job Truss Truss Type City Ply WP0031 T12949815 W P0031 84 Common 1 1 Job Reference (optional) Bullder5 FfrstSource, Tampa, Plant City, Florida 33566 8.130 s sep lb 2011 1V1I1 etc Inausmes, Inc. Fri aan 1z 1z:*v:x) zula rage 1 ID,75SJeCQ8yQW 2itGVt 5tfBLfy96Pw•4dzS22YQAhIPly2lK74oM3F UhnxJdpstf UZTp7zw5HA 1.0.0 , 5•i•8 10.4.0 15.6.8 20.8.0 1.0.0 5.1.8 5.2.8 5.2-8 5.1.8 Scale = 134 9 4x6 = 3x6 = 30 = 3x4 = 3x4 = 3x6 = 7-4-9 5.10-14 7-4-9 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.08 6-7 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) 0.24 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a Va BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight. 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1502/957, 3.4— 1282/831, 4.5=-1296/842, 5.6=-1525/974 BOT CHORD 2.9=-811/1348, 7-9=-435/901, 6-7=-831/1374 WEBS 4-7=-242/435, 5.7=-326/348, 4-9=-224/415, 3-9=-309/334 TOP CHORD Structural wood sheathing directly applied or 4.5-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. 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, BCOL=3.Opst; h=1511; Cat. If: Exp C; Encl , GCpf=O 18; MW FRS (envelope) and C-C Extedor(2) 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 gnp 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 6=197, 2=223. Q WARNINO • Vatlry dealyn peremeten and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M07479 rev. IMl-2015 BEFORE USE. Design vail d lot use ordy vAth Milek® connectors. This design is based only coon poratnelers shown, and is la an Individual IxNding component. not a Inter syslotn. Before use, the building deslgrtet must vedly Ilse appllcab0lty of design patatneters and rxope ly Incotponate flits design into the overall buildingdesign. Bracing Imlicaled Is to rxevent budding of Individual Inns web and/ot chotd rnembets only AdclillowA lernporary and pefinarenl brackV M iTek' is ahvays tecphed for stability and to Ixevenl collgbse wllh possible petsonal Irfltay and Ixoperty, damage. rot general guidance regarding the fabticotlon, storago, dellvety, erection and bracing of Innses and tauss systutns, seeANSI/1PI I Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from inns Plate Instirtde, 218 N. Lee Street Scdte 312. Alexanct0a. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0031 T12949816 WP0031 CJ1 Jack -Open 6 1 Job Reference (optional) tsuttiers Firsl50urce, pampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:55 2018 Page 1 ID.75SJeCQByQW 2itGVl5nBLly96Pw-4dzS22Y0AhIPly2lK74oM3FZUn32drRlIUZTpTzw5HA 1.0.0 1.0.0 1.0.0 1.0.0 Scale = 1:6.5 2x4 = LOADING (psi) SPACING- 2-0.0 CS1. OEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0 00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8). 2=121(LC 1). 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. 0 WARNWG - Vedly desgn paramalars end REAO NOTES ON THIS AND WCLUOED WrEK REFERANCE PAGE M9.7473 rev. tdR MIS BEFORE USE. Design valld for use only with Mf1ek9 connectors. lhis design is txred only upon paameters shown. and h for an OxOvldtal Ixilding component, not a truss system. Below use. the Wcing deslgnet must verity, the cy:pllcatAlty of desldn patarnefers and Ixopoily Incorpowle this design Into the overall building design. Bracing Indicated Is to budding of Individual truss web anal/on chard members only. Addillon al temporary and permanent txaci g M iTek' pnovenl 8 always iecluired tot slal)lllly and to proven) coilgze with possIlAe personal Ixopony damago. fof genial gul lance regarding the 6904 Parke East Blvd. lalxkatbn. storage. delivery. erection and txacing of trusses and miss systems. seeANSI/TPI I Quality Criteria. OSS-69 and SCSI Sulldfng Component Tampa. FL 33610SafetyIMormallonavailablefromlurssHaleInslale. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0031 T12949817 W P0031 CJ3 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1 ID:75SJeC08yO W 2itGVr5nBLIy96Pw-YpXyFOY2x_IFK6d3wb 1 vHnkkB02MIhou8lOLRzw5H9 1.0.0 3.0.0 1.0.0 3-0.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.8 DEFL. In (loc) Udell Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(TL) -0.01 2.4 >999 180 Horz(TL) -0.00 3 n/a rVa Weight: 11 lb FT = 209e BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 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=15ft; Cat. II; Exp C; Encl , GCpI=0.i e: MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (it between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING- Veft dedyn paranietan and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE AOF7472 mv. 1011=16 BEFORE USE Design valkl for use only with MI lek®conneclors. 1lris design Is based only upon parameters shown. and Is tot an Individual b ulding componenl. not a Itusssyslern. Before use. IhotAilldng designet must vedry the applicability of design praamelors and rxopetly Incorporate this design into the overall Is to bueMing frrllvkkxd truss and/or chord members only. Additional lemrrxary and permanent bracing M iTek' building design. Bracing Indicated prevent of web Is always required for stability and to prevent collgze Win possible personal tyuay and property domago. for general guidance regarding the ki rlcallm storage, delivery, erection and bracing of trusses and hiss systems. SOOANSI/IPI I Quality Criteria, DSB-89 and SCSI Sulkgng Component 6904 Parke East Blvd Safety Infom mllon available from truss Rate Institute. 218 N. Lee Street. SUIe 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0031 T12949818 WP0031 CJS Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1 10:75SJeCQByQW 2itGVtSnBLly96Pw-YpXgFOY2x_tFK6d3uib i vHnidBL7Mlhou810LRzw5H9 1.0.0 5.0.0 1.0.0 5.0.0 Scale - 1:14.9 20 = 5.0.0 LOADING (psi) SPACING- 2.0-0 CSI. OEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.08 2-4 >727 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3.8, 4=48/Mechanical, Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1). 2=247(LC 1). 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING • Vedly ded9n P&MMters and READ NOTES ON THIS AND INCLUDED MIIEX REFERANCE PAGE M0.703 MV. IAd MIS BEFORE USE. Design vdkl toi use only with Mllek0 connectors. ltnls doslgn Is L<wd only upon paameters shown, and is far an Indlvkf ual WIding component, not a truss system. Wforo use. the b uildng designer must vaulty, the oppllcalsllry of design parameters aril pxopoily Yicogwialo this design Into the overall bxuldng design. Bracing kvJicatod Is to prevent buckling of IntlMdual Inns wob and/or chord members only. Addtkmcf temporary and permanent Ixacthg MiTek Is always required fa slabltly and to Ixevent coticgw vnth p ossUe persorx5"and Ixg oefly damage. roe general guidance regadng the k1xlcatim slomoo, delivery, orecllon and bract ng of Inrsses and truss systems seeANSI/bPl I Quality CAteda, OSS-89 and SCSI Suliding Component 6004 Parke Eass Blvd Safety Information aval tAe from truss Rate InstlkAe. 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply IWP0031 T12949819 W P0031 EJ7 Jack -Open 8. 1I Job Reference o Lionel Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:57 2018 Page 1 ID:75SJeCOByOW 2itGVr5nBLly96Pw-0?5CTkLgil?6yGCFR06GSUKmJadl5lxy6o2attzw5H8 1.0.0 7.0.0 1.0.0 7.0.0 d 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2014fTP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Na.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0-3-8, 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.12 2-4 >688 240 MT20 244/190 Ven(TL) -0.26 2-4 >308 ISO Horz(TL) -0.00 3 We rVa Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 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; BCDL=3.Opsf: h=15ft, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 tot=lb) 3=104 Q WARNING. Vedly desgn po meters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MD7473 mv. 10MOVIS BEFORE USE Design wilid (of use orgy vAth lAtlekO connoctors. Inls deslon Is Closed only upon Ixiwamolers shown. aril Is for an IrWlvkAwl fxAcling componont. not o truss system. Before use. Iho lxNc9rtg designer must verify the al:plk:atAlly of design parameters a cl properly Incorporate this doslgn Into the overall bxadlrtg design. Bracing IrWicalecl Is to pevent buck1ftV of VvA01dual Ituss aweb cl/ot chord members only. Ack9tiorxil teml>aay and permanent bracfrfg MiTek Is always rocored la slablllty and to pevent collgx a with possflllo personal frlkey and poperly danago. rot general gtiaalce togading the k"Icatbn, sloiage. deltvery, erection atxt Lxacing of trusses arid huss systems. seeANSI/iPI I Quality Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaAablo from truss Wale institute. 218 N. Lee Street. Sulle 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0031 T12949820 WP0031 EJ7G Jack -Open Girder 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fro Jan 12 12:57:58 2018 Page 1 I D:75SJeCQ8yQW 2mlGVrSnBLly96Pw-UCeag4alTc7zaQnS77dV_Is_Z_YgBw5LSn7PKzw5H7 3-8.2 7.0-0 3-8.2 3.3.14 2x4 II 2x4 II Scale = 1:21.1 7-0.0 Plate Offsets (X,Y)-- 11:0.3.1.0-1-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(TL) -0.26 1-3 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4SIP No.3 REACTIONS. ( lb/size) 1=1167/0.3-8, 3=1538/Mechanical Max Horz 1=106(LC 23) Max Uplift 1=-310(LC 8), 3=-456(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0 131 "x3") nails as follows: Top chords connected as follows: 20 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0-" oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl= 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 4) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jl=lb) 1= 310, 3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 217 lb up at 2- 0-12, and 735 lb down and 217 lb up at 4-0-12, and 737 lb down and 215 lb up at 6-0.12 on bottom chord. The designtselection of such connection devlce(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-54, 1-3— 20 Concentrated Loads (lb) Vert: 4=-735(F) 5=-735(F) 6_ 737(F) Q WARNING - VeAry design Paremetere and READ NOTES ON THIS AND WCLUDED WFEK REFERANCE PAGE MF7473 rev. 10AKM15 BEFORE USE. Design voild lot use only vAB1 Mllok® connectors. this design Is based only upon parameters shown, and Is lot an Individual building component. not o Ituss system. Befao use. the txLalng deslgnet roust verity Ile gtplicablilty of design parameters and rxoporly Ineopotale B1Ls design Into the overcall Bracing Indlooted is to bucalrlg IrKlWucl Ituss web and/or chord members only. Additional lempaary and petmarwnt Inacft MiTek' txBdkVdesign. proven, of Is always required tot stWslly and to ptovenl cotlop a vAlh possl[Ae petsoral tnpay and Ixopeny damage. For general guidance regarding M latxk: allm slotago, dellvety, election arld txacktg of trusses and Inns systems. seoANSI/IPI I Quality Criteria, OSS-89 and BCSI Building Compomnt 6904 Perks East Blvd. Safety Information available from truss ftlale I Ill ulo, 218 N. Lee Street. Suite 312. Aloxandrkl, VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply WP0031 T12949821 WP0031 EN1GE GABLE 2 1 Job Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 a.13o s Sep 15 2o17 MITeK Industries, Inc. rn Jan 12 12:57:58 2018 rage 1 10:dZtYQHLaatAtc_ScUS7Fa5z4Ss9•UCeag4alTc7zaQnS77dV_is4s_53gBJ5LSn7PKzw5H7 1.0.0 2.10.0 _ 4-10.0 6.10.0 1.0.0 2-10.0 2.0-0 2•0-0 di Scale = 1.16 6 2x4 II 5 2x4 = 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 rVr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Verl(TL) 0.00 1 rVr 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 `Except' BOT CHORD 5-6. 2x4 SP No.2 REACTIONS. All bearings 6-10-0. lb) - Max Harz 2=92(LC 9) Max Uplift All uplift 1001b or less at joints) 6.2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind. ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft: Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 0 WARNING- Verify design pmmeren and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07479 rev. M02120/6 BEFORE USE. Design valid for arse only with Mnel0 connectors. This design B based only upon pdaameters shown. and Is for an frxmAcatal Wilding component, not a truss system. Before use. the building designer must verity the aPpllcobllty of design rxuarnolons and propody Incoijxnalo this design Into thse overall balding design Bracing Indicated B 10 prevent buckling of IndNkkxl truss web and/or chard inernbeis only. AddIlloral temporary arKi pefrnarent bd:ing MOW Is always rogadred nor stoblllty and to pnevenl coklglso vAlh possible Personal Inlay and property damage. for general guidance regarding the storage, delivery, erection and brocing of lames and Inca systoins, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks Cast Blvd. fabrication, Safety information ovalrable from Ines Rate Institute. 218 N. Leo Slreol. Salle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WP0031 T12949822 WP0031 EN2 Monopitch 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:59 2018 Page I ID:dZ1YQHLaalAtc 8cUS?Fa5z4Ss9-zOCzlQbwEvFgBZMeZi8kXvP5aOlyZeRFa6Xgymzw5H6 1.0 0 6.6.8 6.10.0 1.0.0 6.6-8 '0.3.8 2x4 II 3 20 = 4 20 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix-P DEFL. In (loc) Vdefl Ud Vert(LL) -0.10 2.4 >780 240 Vert(fl-) -0.24 2-4 >312 180 Horz(TL) 0.00 4 n/a rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=228/Mechanical, 2=315/0.8-0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-140(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.3 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20°b Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi--0.18: MW FRS (envelope) and C-C Extedor(2) zone: cantilever left and tight exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=140. Q WARNING - Verily design pamnetere end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO.7479 rov. 1802MIS BEFORE USE Design valid for use only vAlh MI lek®conneclots. Inls design Is based only upon paanelers sfawn, and Is lot an individual bolding component. not a ltua syste". Before uso. Ilw building desig of must verity the applMabilly of design Mai nelets txxl Ixopedy Incalaxato Ihk design Into Ida overall txdc&V design. (tracing Indicated is to prevent tx,cldktg of individual tnrA web and/or chord members only. Adalllonal temporary and pefffta teni rxaclrvj MiTek' Is always togWed tot stability and to ixevent collatxo with possible personal Iniury and property damage. rot gonerd gukiance tagadfrtg tho 6904 Parke East Blvd. k1bricatlon. storage, delivery, oiection and txacmg of Innses and inns systems, weANSI/IPI I Quality Cdterb, 018-89 and 6CSI Building Component Tampa, FL 33610SafetyInformationavailablefromInesPlateIrullMe. 218 N. Leo Street. Su to 312. Alexandria, VA 22314. Job Truss Truss Type Dry Ply T12949823 W P0031 HJ7 Diagonal Hip Girder 3 1 IWP0031JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 ts.1 Ju s Sep 1 b zu1 / Mi r ek industries. Inc. rn dan i z i z:bb:vv ev i a raye i I0:75SJeCGSyOW 2itGVt 5nBLly96Pw-RamL5lbY?DNhpjxy7Ylz37yM8oeLl1 dOpmGEUCzw5H5 1.5 0 5.5-13 9.10.1 1.5.0 5 5.13 4.4.3 Scale - 1:20.6 2x4 = 5-5.13 i4.3.10 0-0.9 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.10 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 40lb FT = 200E LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 4=117/Mechanical, 2=449/0.4-9, 5=318/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-784/231 BOT CHORD 2-7=-275/720, 6.7=.275/720 WEBS 3-7--0/312, 3-6=-784/299 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4, 5 except Qt=lb) 2=144 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1.4-15. 64 lb down and 80 lb up at 1.4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4.2-15, and 53 lb down and 92 Ib up at 7-0-14, and 53 Ib down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 Ib down at 1.4.15, 19 Ib down at 4.2-15, 19 lb down at 4.2-15, and 39 lb down at 7.0.14, and 39 lb down at 7-0.14 on bottom chord. The designtselection 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 (Ib) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13=-39(F=-20, B=-20) Q WARNING . Varly dea(yn pamniefon and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE 11,1/1-7473 rov. IIM3/2015 BEFORE USE Design valid lot use only Win, MllekO connectors. Ihh design Is based only upon pwainelers shown. and Is (or an MdMdtral Wilding component• not a Russ systain. Belore use. It* tx9ding deslgnet must verify the arxxicabllty of design lxaarnetois aryl papally Incorporato thisdesign Into the ovetall Additional temporary and txacfrng MiTek' btIDaingdesign. Bracing indicated Is to pevenl txtcaing of Individual truss web aryl/of chord members only permanent is always required (or stability and to pevent collqxe Win poss6xe personal hpay and popery damage. rot general guidance regarding the k0xxxltion. storage. delivery• erection and btocfrng of hnases and truss systems. seeANSI/IPI I Guatlty Criteria, DS949 and 6CSI BulWing Component 6904 Parke East Blvd. Tarrya. FL 33610 Safety Information available from Inm Rate Ins6frde. 218 N. Lee Stroot.Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply W P0031 T12949824IWP0031V3Valley11 Job Reference (optional) Buildery FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 ID:75SJeC08yOW 2itGVi 5iiBLIy96Pw-RamL5lbY?DNhpixg7Ylz37y03omXI5hOpmGEUCzw5H5 3.1.8 3.1.8 Scale = 1:9.3 2x4 2x4 It LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(fL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a r1/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=82/3-0-14, 3=82/3-0-14 Max Horz 1=42(LC 9) Max Uplift 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. Rtgld ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0ps1; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MIN FRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 Q WARNING- Vedfy desgn parrmtftan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7472 mv. IM342015 BEFORE USE. Design valld for use only with Mflok® connectors. IhIs design Is based only upon parameters shown. and is to an Individual Ixddhg component, not a truss syston. 8oforo use. the txdd g doslgnet roust vedty the alNAlcablity of design pataneters and properly Incorpaote Thin design Into Ito ovetdl building design. Bracing Indicated is to budding of Individual truss web and/or chord membets only. Addlkxxd temporary and Wmanent bracing M iTek' lxovent Is always taquited lot stability and to lxove t cdlcVw wpm possible personal "and pxopedy danoge. Fat general guidance rogading the Blvd.East6e04PaneEastfatxlcalloixstorage- delivery. oectlon and btacing of tnmm and trussrss syslerseeANSI/IPI I Cually Cdt*rib, OSB-89 and SCSI Budding Compon*nt Tampa, FL oSafetyIntannaBonavdlablefromlutssRoteInstitute. 218 N. Lee Streol, Stdte 312, Alexanddn, VA 2231A. Job Truss Truss Type Qty Ply W130031 T12949825 WP0031 V5 Valley J i Job Reference (optional) Builderb FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:58:01 201a rage 1 10:75SJeCQ8yQW2itGVi5nBLly96Pw-vnKjlScBmXVYRIW I9GBCcKUWbC301 YxXI00n0ezw5H4 5.1.8 5-1.8 2x4 i 2x4 11 2x4 II Scale = 1.14.3 LOADING (psf) SPACING- 2.0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 17 lb FT = 209b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0-14, 3=156/5.0.14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=-56(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-1-8 oc puffins, except end venlcals. 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.Opst; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint i = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING. Verily design pantrnalwo and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE M07473 rev. /NO3/26I5 BEFORE USE Design valid lot use only with MllokO conrsoclors. INs designs B based only upon parameters stown. and Is lot an Individual txAdlrlg cornponont, not a ttuss system. Before use. the txMdhg designer must vedry, the appxlcalAlty of design patamelets and txop oily kicorlorale hits design Into the overall building design. Bracing Indicated Is to prevent txiclling of Individual fruss web anld/ot chord members only. Additional lemporary and permculent txacfrlg M iTek' Is always recpAed pot stabs lly and to pxevent collapse with possUe personal Irspry, and Ixotx+M damage. for general guidance tegarding the lalxkatlon, storage, delivery, erection and txaGng of trusses and fr sssyslem-_ WeANSI/TPII Quality Criteria. OSS-69 and SCSI Building Component 6004 Parke East Blvd Safety 1Normal on avallable from Truss Hate institute. 218 N. lee Street. SUfe 312. Alexandria. VA 22314. Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 ' Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonol or x-bracing, is always required. See SCSI. O_ 1/ ldr cl 2 cza 2. Truss bracing must be designed by on engineer. For 0 WEBS Cre 4 wide truss spacing, individual lateral braces themselves may require bracing, or otternative Tor I I C m 0 h, 4 p v >', 0 bracing Should be COnlSld@r@tl. p N 3. Never exceed the design loading shown aril never inadequately trusses. d 3° v` U stack materials On braced a- 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6.7 BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-I46' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wove at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes busses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated. or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used sholl be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects• equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at Output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceding is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and bad vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or heated lumber may pose unacceptable environmental health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front bock words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Designig tandardCampo for Bracing. is not sufficient. BCBI: SCSI: Building Component Safety Information, MiTeke 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, ANSI/rPl 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Products PlotID Length Product Plies Net FJLi '- 47-00-00 16- BCI 6000s-1.8 1 6 F,J2 25-00-00 16- BCI 6000s-1 8 1 6 FJ3 22-00-00 16- BCI 6000s-1.8 1 8 FJ4 21-00-00 16" BCI 6000s-1.8 2 2 FJ5 20-00-00 16- BCI 6000s-1.8 1 3 FJ6 18-00-00 16' BCI 6000s-1.8 1 2 FJ7 7-00-00 16" BCI 6000s-18 1 1 FJ8 4-00-00 16- BCI 6000s-18 1 I BM 1 21-00-00 1-3/4- x 16- VERSA -LAM 20 3100 3SP 3 Rml 16-00-00 1 1 /8- x 16" TJ Rim Board 1 3 28-0-0 In 11 R II 1 11 II II II II h II 11 In 1` RIC H m m N M AS A5__ pr— fYi H2 m i+ 12 jl I D2 m 1D fV M m ti 28-0-0 0-1 n n M M LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL cc ao rn m m m— m m FJ8 r—+ LL OPn ti LL L, LL m is W WW I I I I I II A I III 11 II 1 II I 7-4-0 20-8-0 28-0-0 DEARW6 HEIGHT 5GHWULE I I Hanger List H1 HTU26 H2 HHU26-2 H3 IUS2.37116 NOTES: L) REFER TO HID 91(RECOMMETDATION5 FOR HANDLWG WSTALLATION AFD iEM'ORARY DRACW6 ) REFER TO EWMERED DRAWINGS FOR PERMANENT DRACIN6 REOIARED 2) ALL TR1159E5 (WCLLDIN6 TW%ES LI DER VALLEY FRAMING) MAT BE COLO'LETELY DEC[ED OR REFER TO DETAIL V105 FOR ALTERNATE DRACMG REOIIIREIAENTS 5) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER 4.) ALL TRI755E5 ARE DE516NED FOR 7 o c. MAXIM.N SFALIN66 LK[55 OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEM:NT PLAN ARE CONSIDERED TO DE LOAD DEARIN& W&E55 OTHERWISE NOTED 6) SY41 TRII55E5 MI DE INSTALLED WITH THE TOP DEIN6 UP 7) ALL ROOF TRUSS HANGERS TO DE SIM"SON HTU26LKE55OTHERWISE NOTED. ALL FLOOR TW% HAN6ER5 TO DE 6WFSON THA422 LKES5 OTHERWISE NOTED. D) DEAWKADERA.INTEL (HDR) TO DE FURD05HED BY BUILDER SHOP DRAWING APPROVAL M LAYOUT I5111 SOL[ SOU;1G[ FOR FAMATION OF TRI MS AID VOIDS ALL PREVIOIFi ARGOTECTURAL OR O11RR MISS LAYOUTS REVIEW AID APPROVAL OF W LAYOUT MIST DE RECEIVED DEFORE ANY TaW6 WRL DE DULY. VERIFY ALL 01ATIWNS TO DOM ALA161 GIAfr<f411N1 WILL RESILT W ERTRA (NAMES TO TOU 184 Mul RbaT hu oao Builders FirstSource Orlando PHONE: 407-851.2100 FAX. 407-851-7111 Plant City PHONE: Blj•759.5951 FAX: 615-752.1572 lE' Starlight 2260 Magellan S N Mons. Lot 31 n IT. 10- 13-17 Josh c RECORD COPY City of Sanford _ Building and Fire Prevention x ,._... Product Approval Specification Form 1 8 - 9 1 4 Permit # Project Location Address, J\ Q,NG 010 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE Q 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awnin 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-RlO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 58-0 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online da I BCIS Home I Log In J User Registration I Hot Topics I Submit Surcharge I Stats h Fads I Publications FSC Staff I BCIS Site Map links sear. db ::,product Approval USER: Public User Product Aooroval Menu > Product or Aoolicatlon Search > Application Ust > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived rJ Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. 76 Validation Checklist - Hardcopy Received Certificate of Independence FLIS036 R2 COI (b) Cart of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS036 R2 Eauiv (b) Eauivalencv of Standards.odf Sections from the Code https:/twww.floridabuilding.org/pr/pr app_otl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 1S036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 1S036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1S036.4 Id. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6, f. ClassicCraft Fiberglass Door; Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ_: Yes; Impact Resistant: Noy Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, anyi, additional use limitations, installation instructions and product particulars. Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLlS036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLlS036 R2 11 (a) Inst IS036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval 1S036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLlS036 R2 II (a) Inst 1S036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLlS036 R2 AE (a) Eva115036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 If (a) Inst 1S036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLlS036 R2 AE (a)Eval 1S036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 1S036.S.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing j Inswing (X) Configuration Installation Instructions FL15036 R2 11 (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409, Created by Independent Third Party: Yes, Evaluation Reports' _ _ _ Created by Independent Third Party: Yes' 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door WO "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 II (al Inst 1S036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FLIS036 R2 AE (al Eval iS036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraR Fiberglass Door WO "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 1S036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.8.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door WO "Non -impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 1S036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FLlS036 R2 AE (a) Eval 15036.9.1df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 J. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.10.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Con right 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 $50.487.1395. "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: ffgElPIRE U Credit Card Safe https://www.floridabuilding.org/pr/pr_app_Otl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valnco. FL 33S95 Phone 813.659.9197 Florida Board of Profcssional En6inecrs Cenifieate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43617 Inswing i Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM 01929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM 01929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISOBEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Signed by 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. Signed & Sealed by Lyndon F. Schmidt, P.E. 111611811t Signed & Sealed by CHA4/0, Lyndon F. Schmidt, P.E. No 43409 9 STATE O F : Lyndon F. Schmidt, P.E. FL PE No. 43409 i, n • • O fa 10 p' e10116/2017 THERMAITRW DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors 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'TtVHr 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 "HVHr 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 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for"KVHZ". S. Inswing configurations and outswing configurations using A items #31 3 #33 under the active door do not meet the water infiltration requirements for the 11VHT. Inswing units shall be installed (in the'HVHZI only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to Sill is less than 45 degrees. TABU OF CONTENTS SHEETI DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel decals 3 Horizontal cross sections 1 Vertical cross sections 5 Buck and (mine anchafng - 2)( buck masonry construction 6 Frame anchoring . I X buck masonry cMfiRtion 7 Bill of Materials & Components 37.S MAX. OVERALL MOTH a W W P P O(ERACIr' '.. DESIGN PRESSURE{PSF) SWING-: DIMENSION= =P051fNE . NEGATIVE: INSWING 37.5" x 98.0" +75.0 -75.0 OUTSWING 37.5" x 96.5" +75.0 -75.0 Usu j g I rrrnll4K ss V G LL N.T.S. er. JK L BY: LFS wro No.: FL-15036.6 is I or 7 EXTERIOR 46 44 INTERIOR rl***HORIZONTAL CROSS SECTION 36.0"MAX. DOOR PANEL WIDTH 2 1310 4.11' l 1.48' co L id e o e rov RAu u LAfl: m E L 1.4r 1.4ir od.Q4PANIL NOTE: w000 DOOR COmPONWM OAX (SG n OR) EXTERIOR e. z t gj s z ZI z u 14 INTERIOR VERTICAL CROSS SECTION 9191 1 11 C: 02124112 Lu N.T.S. L SY. JK ly. LFS WM NO-- FL-150J6.6 ry -2 or 7 5r I a0 2 Y 4 4 EMS. (TYP.) _ ' ^ 20 1 8Is 40 7 9 d g'° 21 INTERIOR m o _ o°O. 1 2 v f14 3 3 3 3 HW 17 L 8o EXTERIOR c S J N 3 HORIZONTAL CROSS SECTION al 7 1.1/4'MIN. 3 Shown w/1Xsubbuck 1•I/1'MW. u EMS. PYP.) 3 4 5 EMS. (IYP.I $ 4 4 4 C D a C 518 CSI K CSI K L r (nP I (TYP.I l 20 20 oN e 40 7 INTERIOR INTERIOR c Q a a w i EXTERIOREXTERIOR 10 8 art:02124112 1i sw L 27 9 c: N.T.S. 9 C E swc er. JK m E a« In. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION OPAWM NO, 3 Ouhv+B shovm • kavrinp 3 o1,.pg, d n k--g FL-15o36.6 a also approved y r 3 or 7 " Z Y1C. tg a c o EXTERIOR INTERIOR EXTERIOR J"" fTf"" INTERIOR I VERTICAL CROSS SEC17ON 4 also W= n hawing a. EXTERIOR '""`ff"" INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/I X sutsbuck 3 VERMAL CROSS SECTION S VERTICAL CROSS SECTION 4 Oulswing configurotbn 4 Outswblg confiaunotbn see general notes, sheet I see general tortes sheet I for VvHi water instrotion for water inflhation requirements requirements n 3 * ybpesxp J4 p p O.l• Q` LYP•'1 z 111 11 1VN•;Z Vs oZtdEPzmoV dad 4 BY. JK m yr LFS i a MMfr ND.: N FL-1503E-6 a cr 4 a 7 O a D MASONRY TYP. HEAD OPENING 3 JAMBS $ L 2X BUCK 130 T=' 0 6 l I to MASONRY — TYP. HEAD — OPENING d. JAMBS FRAME 3 D MASONRY TYP. HEAD 3 OPENING S, JAMBS h 3 2X BUCK 2X BUCK F 4 1= O BUCK ANCHORING STRIKE JAMB fRAMEANCHORING HINGE JAMB For OP <= 48 PSF Masonry 2X buck construction for OP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modar 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" dlmenslon ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. CLEARANCE MIN. CLEARANCE TYPE ' SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE. ANCHOR ITW 4 1/4" 1.1/4P TAPCON ELCO 4 1/4" 1.1/4, 1" 4" ULTRACON I r. malntoh o n**norn 5/S edge dbtance. l• end dstome. a t• o c. w m e' n of wood raewr to provent the rptteng of wood. BUCK ANCHORING For OP > 48 PSF and OP <= 75 PSF 4. MASONRY OPENING FRAME U n O 2X BUCK LATCH A DEADSOLT DETAIL t E zgU R C CWedimmma: a. HEAD IAMBS — gg W p> 8 3i N e ZU a: O o Uyt C W23 FRAME ANCHORING Masonry 2)( buck construction for OP > 48 PSF and OP <= 75PSF HINGE DETAIL un N.T.S. G 9+.. JK m c er: LFS ; umc No. N FL-15036.6 e an y5 tx 7 0 MASONRY OPENING FRAN IX BU( STRIKE JAMB FRAME ANCHORING Mosorvy 1 X buck conskmtksnn CONCRETE ANCHOR NOTES: FOt OP <e B P$F 1. Concrete anchor bcalbnt at the caner may be odpated to maintain the mh edge distance to mmtar)ohtf. 2 Concrete anchor locations noted as MAX. ON CENTER' must be adJLaled to maintain the mh edge distance to mortar)oInft additional concrete anchors may be reauMd to ensure the MAX. ON CENTER• dlrnenalon are not exceeded. 3. Concrete anchor labfe: 1. Mood screws to prevent ANCHOR: ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE ANCHOR': 11w . IH• 1aN• r r TAFCON II 3/14• Whr riAtCONa 9000 SCR INSTAL tION NO : edge distance. I"end &tance. i I-o.c. spockV ofMaintainan*&num 5 ff• ar waves. 1 HINGE JAMB MASONRY TYP. HEAD OPENING S JAMBS - FRAME - IX BUCK F TYP. SILL - FRAME ANCHORING Masonry 1 X buck constrwflon For DP > 48 PSF and DP<=75MC LATCH i DEADBOLTDETAIL 0 HINGE DETAIL I 8N: E CC w 4 C a ygEOj U U 2Z 67W UZZN <Z 0QI 17I 1 11 h a az N Z U 1: 02 2a 12 1 arc. N.T.S. °+ JK e> c.On LFS 3 rwnp rq • a FL-15036.6 " 0 ET 6 or 7 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O Box 230 Valrico. FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidellte Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3. Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B.0 ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks. VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney. P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-1031-4 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawing No. Prepared by 4. est+tea;jj, e' Signed &Sealed by FL 3s 7 RW tng Inc. (CA #9813) F: SC o Ae Lyndon F. Schmidt, P.E. 3. Cal u ationNo. PeparedbyConsultants, vo` Al)`// Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) oo'`\G -..- eLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 e 4. Quality Assurance 3" Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is y •: STATE 4F [tl Lyndon F. Schmidt, P.E. manufacturing products within a quality assurance program that complies p =, . lU 4 FL PE No. 43409 with ISO/IEC 17020 and Guide 53. Sheet 1 of t O l Oeo'` 10/16I2017 RNAO-' C? O THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT' GENERAL NOTES R 1. This product has been evohroted and Is in compliance with the 6th Edition (2017) Florida Building Code F6C) structural requkements Including the High Velocity Hurricane Zone" (HVHZ). Z 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the "HVHT' this product Is required to be protected with an impact resistant covering that LP complies with Section 1626 of the FBC. 5 4. When used in areas outside of the'HVHT'requiring wind bome debris protection this product is requked to be protected with an impact resistant covering that complies with FBC Sections 1609.1.211. R301.2.1.2. E 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2it buck masonry construction. c Y 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a 3 licensed engineer or registered architect. 7. Outswing configurations using coastal sill item R39 under active doors and ail sills used under sidelles meet water infiltration requirements for'HVHZ". 8. Inswing configurations and outswing configurations using sill items R31 d #33 under the active door do not meet the water Infiltration requirements for the "HVHT. Inswing units shall be installed (in the "HVHTj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle 9 between the edge of conoDv or overhona to A 4 less than 45 decrees. TABLE OF COHIFNTS SHEET# DESCRIPITON I Typical elevations, design pressures d general notes 2 Door panel detaik 3 Sidelite panel deto& d Glating detail 4 Nodzontol CFO$$ sections 5 Vertical cross sections 6 vertical cross sections 7 1 Buck and frame anchoring . 2X buck masonry conshuction 8 1 Frame anchoring - I X buck masonry construction 9 111111 of Materials 3 Components 0 53.13" MAX. OVERALL WIDTH --{ T, i 9 2 a xyx/ FWZ LL K o o a o v, yy li n 8' n a m8R., v u _ i mna 4 0 o= SWING OVERALL . FRAME. IDMENSION DESIGN PRESSURE (PSI) WIfHOUTSURFACE' _ ` BOLTS • • .' = WRH SURFACE'- SOUS POSITIVE NEGATIVE POSITIVE NEGATIVE . INSWING 53.13" z 98.0" 47.0 47.0 60.0 60.0 rOUTSWING 53.13" a 96.5" 47.0 47.0 60.0 Ia2 02/14/12 I i M N.T.S. s. to JK d L er. LFS I sm na. a FL-15036.7 " c n 1 a 9 G C a IMIN' EXTERIOR 43 fAA llllll 11 1 _ INTERIOR 46 E 0 1 HORIIOMAI CROSS SECTION aE _ 36.7 MAX. 2 ?4 1 DOOR PANEL MDnl 2 o 13113 N W EXTERIOR INTERIOR 4.11• rc W a m K Lr- 1. 4rCd 0 2 ror Ran a urc mlE b b N N p Z P W W o 41 eN OO I.IY 3T 10 DOORluck I ANSI -r LCaoH o. . • e „ ~o NOTE wppp OOOR COMPONENTS: OAK (SG a• 0.671 x G- M 02124112 WAL N.T.S. ° WNINGEmlE60MIL2 VERTICAL CROSS SECTION we By: A m' 2 04K 9r: LFS ; OAMNO MO.. FL- 15036.7 u Smw _ L Oi 9 M Q EXTERIOR INTERIOR IORIZONTAL CROSS SECTION X GL SS SITE MIN, 26 I /T MIN. ISS THK. 2S GLASS THK. EXTERIOR 22 25 TTEMPERED TEMPERED GLASS GLASS AIR SPACE AIR SPACE TEMPERED INTERIOR 24 TEMPERED GLASS GLASS GT GLAZING DET 0. 5 Wubted glass w/ pvc Ito home SO IDE ANE L I 1 NOTE: WOOD SIDHITE COMPONENTS: FINE ($G >- 0.421 NOTE: T—F--1-117 --F-7 1. Spacing for item M 19 & #29 (life frame screws) is as follows: From the bottom vp on sides: 6.5". wilh S1 SIDELITE TDI i BTM 7) more spaced of 9.W' o.c. there are (2) screws Rao both top and bottom 2.13" in from each corner. N Yj z 4 C 6 0, u nrA 11 o z i m Sl a r •: vEE u oi< R g ex 901a V in 3d 4 C= l EXTERIOR INTERIOR 2 VEIMCAL CROSS SECTION 3 u. N.T.S of JK d or. LFS i IWM No_ ° FL-150J6.7 IT _L OF 9 " G INTERIOR EXTERIOR I 0.15' I+ CSINK C ( TYPJ I 8 1 HORIZONTAL CROSS SECTION 4 alsopp vied IruvZng e., INTERIOR NOTE: ZO 0.15' 1. The sidelite is direct set into the rCSINK jamb with (121 item kM (88 X 2 TYP.) PFH wood screw). There are (< of each vertical jamb from the top down of 13.5". 31". e8.5" S 66". SEE NOTE I SEE NOl EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration O L EXTERIOR 4 HORIZONTAL CROSS SECTION 4 Inswing configuration I • I /Y MIN. DAB. (TYP.) INTERIOR EXTERIOR I U I 9 10 5 HORIZONTAL CROSS SECTION 4J Shownw/IXWb-buck INTERIOR EXTERIOF J HORIZONTAL CROSS SECTION 4 Ouhwing shown -'eWMN alw aDpraved J\ in 0y fin 8N•; r, eQ a Ew z$oa 9oin H ma.n 8 d 1.1 /4' MIN. EMS. (TYPJ N.T.S. 3 F er. JK m er LFS 3 wuic Ho. a FL-15036.7 " a cr 4 OF 9y a0 U 19 !'" INTERIOR dgt 1 VERTICAL CROSS SECTION Outswin0 shwnors - Inswing also approved is, sheet I Infiltration 41 °• . n INTERIOREXTERIORev INTERIOR EXTERIOR m 0 .. m C.. 2 im VERTICAL CROSS SECTION its, sheet 1 tnMtrotlon IIIIIIIi h J— i chn C,W9a. a o z o U ut N.T.S. or. JK a C. W LFS ; MUC No, a FL-15036.7 r c TF -L Of 0 SEE NOTE 1 INTERIOR EXTERIOR 1 VER17CAL CROSS SECTION 6 aop Pro= • inswing INTERIOR EXTERIOR SEE NOTE I(M A /_':N rwr. 3 VERTICAL CROSS SECTION d Outswing configuration EXTERIOR SEE NOTE 1 C C mF• INTERIOR r5"N VERTICAL CROSS SECTION 6 Outsw" con%Lmtion IMM O MM r . SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SEMN 6 Shownw/Ixsub-buck Gn o n 3 a °Zv G Woa V i NOTE: I. Anchors assy Ihru head and sill of A" In from each comer end. 4 VERTTCAL CROSS SECTION 6 inswing configuration y[: N.T,S. or. JK m W. LFS l wMa FL-15036.7 c n _L or 9 0 B. ICI. or Q:' `'uai Y J li Q:0 ;m YSEEDETAILI_ i•'• '" to o R e i J TYP1 111 U r'r S MASONRYHEADMASONRYTYP. HEAD — yy v o i < OPENING 3 JAMBS $ OPENING 3 JAMBS R g N O 6 M TYP. B 41 a a a MULLION — — C o SHOWN FOR L ' e° REFERENCE FRAME a A 2X BUCK ONLY t_ _ Np UC 4 ` O 2X BUCK F TYP. y 2V StSINILL1mWCr. Oby SEE DETAIL 2 mm BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB } Masonry 2X buck construction Y n v O O V N N V CONCRETE ANCHOR NOTES: 28 M OUTSWING x c I. Concrete anchor locations at the comers may be adjusted to maintain the min. 64 a edge distance to mortarjoints. INSWING 63 0 0 r 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to DETAIL 1 DE/All 1 ~ Ea maintain the min. edge distance to mortar Joints, odditionol concrete anchors t" L' may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. Attach to to ace bolt Attachateo frame bolt 9 s 3. Concrete anchor table: stoke shown to home sake plate in home K ; M OUTSWING as shown (Oulswing) as shown Pnsw+ng) 10 D INSWING 27 J a N Z U arc: 02124112 i uTCHiDEAOBOLT0ETAIL 63 swt: N.T.S. z 63 HINGE DETAIL MG. a' JK m' OETAIL 2 DETAIL 2 cer. •r. LFS ; WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bolt DKOA x N04 a E 1. Maintain a mWmum 5/6" edge distance, 1' end distance, 6 1"o.c. spacing of stoke plate at the threshold stoke plate at the threshold FL-15036.7 0 wood screws to prevent the wIffing of wood. (ou ng) Ping) srrcl 7 or 8 a d ANCHOR ANCHOR. MIN... MIN. CLEARANCE MIN: CLEARANCE TYPE= SIZE.:. ; EMBEDMENi TO M,4SONRY: _ • i0 AOJACEM . EDGE.. ANCHOR' . ITIN • 14 1.1/a" TAPCON ELCO a 1µ• 1-1/4" 1" a" ULTRACON ITW a 3/16" 1.1/4" 3" 1.1/2' TAPCON Z i I I T I I I O SEE DETAIL I J TYP. HEAD IL — MASONRY JAMBS OPENING FRAME TYP a Ix SUCK I F TYP. N I SILL s: 3 JJ • i I SEE DETAIL 2 STWKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES:asonry t x buck construction1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge durance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER• must be adjusted to maintain the mfn. edge distance to mortar joints. additional concrete anchor may be required to ensue the MAX. ON CENTER' dimension are not exceeded A Concrete anchor table: ANCHOR ANCHOR MIN... MIN. -CLEARANCE • MIN. CLEARANCE TYPE.. SIZE, EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITIN TAPCON C TAPCON 1.1/1' Y WOOD SCREW INSTALLATION NOTES: P ersd detonce. LL 1' ac. saoclno of M ' r 1. Maintain a minimum 5/B• edge distance. wood saews to prevent me spiNing of wood. I 1 HINGE JAMB LATCH i DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to forme asshown ( Ouhwing) 65 66 63 DETAIL 2 Attach surface bolt spike plate at the threshold IOuhwing) A I•'• I `. N > ri rrrrrut ns ' S Ro v a xZ EA. f ' c ad 8 v to v mn B s ci vf° f 34HINGEDETAIL 63 64 DETAIL 1 Attach surface bolt strike plate to name as shown ( Irm,Mg) 64 kc t DETAIL 2 Attach surface bolt stoke plate of the threshold I+g) Ir n O W m 4L N. T.S. s. er• JK LFS 3 Eakiz u c BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC UP 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 0 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LRE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 H8.10 X 1-1/7' PLASCREW STEEL H I If x 3.1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 1 1 /4" X 2.1 /4" PFH Tf W CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J I /4" X 33/4" PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K R 10 X T PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 88 X 2-1 /7' PFH WOOD SCREW 1.I S' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS R8 X r PFH WOOD SCREW STEEL 41 DOOR SKIN:.125' MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy MIN.) = 6,000 PSI FIBERGLASS N 1 /47 X 2-3/4" PFH TTW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 42 TOP RAIL COMP. PM8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .097" THK. TEE 44 HINGE STILE WOOD 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME STEEL 45 BOTTOM RAIL COMP. 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELRE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELTTE SPACER PVC 51 SIDELRE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDELRE SPACER PVC 52 SIDEUTE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 IT SURFACE BOLT SPACER STEEL 18 6.18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT R454 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 S10E JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL 64 010 X 2-1/r PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 4,56' -j T 66 3/16" X 23/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 33/4" PFH ITW CONCRETE SCREW 19 20 Nib SI 156' 2.59" 2.36" 39 IG W 0 M TNRESNOID 25 SM fiC UP USE FRAME 2.Ir --1r 1 16 OURWING SIDESpaces 15 INSWING SIDELRES0 26 PIASRC U FRAME PVC E s -Zo E s Z ID m Ida 4EEoc STEEL iF-- 2.20' Ti S 1 0UM FACE 1HRESNOID LOW PROfIIE L 1 SEIf ADJUSTING SADDIE THREHOlO 2 owc In'• JK sr. 7 FL-15036.7 n OF R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33S95 Phone 813.659.9197 Florida Board of Professional Enginecrs Cenificate of Audtorirmtion No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w! Sidelltes Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 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 ions 8Building Consultants, Inc. (CA #9813) G v> Lyndon F. Schmidt, P.E. 3. Calculations Preparedby Signed &Sealed by ' Anchoring RW Building Consultants, Inc. (CA #9813) 'q. ;.G F IN S' ;• ` ;Fyndon F. Schmidt, P.E. ASTM E1300Glass Load Lyndon F. Schmidt, P.E. No 4 3•:09 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management z' Institute, certifying that Therma Tru Corporation is manufacturing products -0 2 within a quality assurance program that complies with ISO/IEC 17020 and 9 STATE OF : 11 Lyndon F. Schmidt, P.E. Guide 53. •• F ••: Ud FL PE No. 43409 Sheet 1 of 1 CLp • H '•10/16/2017 e," 5 eet r c51,1110t ,4 THERMAITRU"' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and 4 in complionce with the 6th Edition (2017) Florida Budding Code FBC) structural requirements including the "High Velocity Hurricane Zone- (HVHZ). 2. Product anchors shall be as fisted 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'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 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2z 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 sideltes meet water infiltration requirements for-HVHZ-. 8. Inswing configurations and outswing configurations using sill items R31 8 #33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shall be installed (in the -HVHZI only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edae of canopy or overhono to 911 Is less than 45 decrees. TABLE OF CONTENTS SHEET B DESCRIPTION 1 Typ[W elevations, design pressues 3general notes 2 Door panel detoils 3 Sidefite panel detalls b Glazing detail Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 1 Suck and frame anchoring - 2X trick mosonvy construction B 1 Fame anchoring - I X buck masons construction 9 1 Bill of Materials 6 Components 68.5 MAX. OVERALL WIDTH z Z a LL O. P SWING: OVERALL -- FRAME DIMENSION'. DESIGN PRESSURE (PS0 WITHOUT SURFACE BOLTS WITH SURFACE BOLTS..-'. POSITIVE -. NEGATIVE POSITIVE..- NEGATIVE INSWING 68X X 98.0- 47.0 47.0 60.0 60.0 OUTSWING 68.5- z 96.5- 47.0 47.0 60.0 60.0 2 sac N.T.S. orrc.Ov, JK ox. rn: LFS FL-15036.8 n I or 9 Ob N R st G r EXTERIOR 46 42 `• ' 5j *: <_ tAA N E INTERIOR R ,`X § q go d 1 HORIZONTAL CROSS SECTION of $ 36.0' MAX. 2 ?a OOOR PANEL%TN 2 2 O FEXTE® ® J RIOR INTERIOR Wcs> W a I.11" L — s r— o 1. g I L oe i T- L O @ TO RAIL u LATCN LE o 0NN P W W 0 ca Ew U OCbR uaPANEL L - Cbnk flC 7 77 NOTE: wOOD DOOR COMPONENTS: OAK (SO » 0.671a—L iyrp, aTT 02124112 1 i 11 NINGE !F b BOTTOM 1 sus[. N.T.S. 4 VERTICAL CROSS SECTION aro. ec A m 2 cm W. LFS ? ORWOM P FL-MJ6.8 0 smm _L or 9 N Q 13.7 PANT 7. DI SO SIDE NEL NOTE WOOD SIDWIE COMPONENTS: PINE (5G n QA21 NOTE: 1. Spacing for item M 18 d 029 (life frame screws) Is as follows: From the bottom up on sides; 6.S". with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION X GLASS BITE MIN. (Q1 ASS THK. 25 EXTERIOR IAr TEMPERED GLASS AIR SPACE TEMPERED GLASS INTERIOR L r 1.53• -- SI SIDELITE TOP tRol G t G&AZING DETAIL S humted"w/ pvc its name 1/T MIN. GLASS THK. I/8" iEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS INTERIOR VERTICAL CROSS SECTION 3 G e a om Ou gin zN •: g E z$ u CO CW R xi maa 3 oz pp 8 3a b WE 02124112 = ME N.T.S. olrc. 9^ JK m oa. er. LFS 3 oMWK a FL-15036.8 c sl SEE NOTE 1 SEE NOTE I INTERIOR EXTERIOR I 0.15' CSINK C RYP•) 1 HORIZONTAL CROSS SECTION 4 Outswing shown - Inswing a'a approved 0.1 S• CSINK nP•) INTERIOR U 27 \@ EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION q OutsvMg configuration 4 Outswing configuration TE I SEE NOTi INTERIOR EXTERIOR 1-1 W AAIM 61 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck i uw aiueme u uuva;t set inla the Iamb with ( 12) item NM (08 X T PFN wood screw). There ore (1) at each vertical iamb from the top down at 13.5", 31". 48. 5' d 66". KTERIOI JTERIOF 4 HORIZONTAL CROSS SECTION q Inswing configuration T • E 111 ````` Q I•: e Z 8i4yy= a V 9 SSSrttJS 4 m6m in a: a. V ap t C g Q0 aSCALE: N.T.S. 9 or_ BY. JK m twk. er: LFS 3 S HORIZONTAL CROSS SECTION q Inswing configuration FL-15036.8 a swEET 4 or 9 " O U3 19 INTERIOR 1 VERTICAL CROSS SECTION S Itapproved nswNg 4—.. 62 EXTERIOR INTERIOR INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION S Shown w/1 x sub -buck u' N.T.S. c. n: JK d c. K. LFS i Mm MO.: ° e FL-15036.8 zr 5 or 9 G n 50 NI SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION b a fs so • I m+eed INTERIOR SEE NOTE I l M l EXTERIOR 3 VERTICAL CROSS SECTION b Outs"v configuration it EXTERIOR SEE NOTE I C 1 i f Cd INTERIOR 5 VERTICAL CROSS SECTION b Ouhwing conrgurrotion SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION b Shown w/lxsub4=k ti n Goff$1.1 11 Z E =aiZ 14 0 0tj (i 4 vl' NOTE: 1. Anchors ossy thru heod and sill of Pin from each comer end. 4 VERTICAL CROSS SECTION b Irmdng configuration u T- 02 24 12 i u N. T. S. a i c a JK a c er LFS ; FL-15036.8 c aT _ or yq G 11 I I IIII SEE DETAIL I 0 TYP. HEAD a MASONRY TYP. HEAD MASONRY OPENING JAMBS OPENING b JAMBS SEE NOTE 1 MULLION FRAME M TYP. 2X BUCK SHOWN FOR REFERENCE O ONLY Ci O 2X BUCK QTYP. C J. SILL T BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar 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 SIIE EMBEDMENT. TO MASONRY TO ADJACENT EDGE ANCHOR ITW 0 1/4" 1.1/4" 2" 4" TAPCON ELCO 4" ULTRACON ITW 0 3/16" 1.1/4" TAPCON UYJIALLAINIY 1•IVIC7. 1. Maintain a minimum 5/8" edge distance, 1' end distance, 6 l' o.c. spacing of wood screws to prevent the sprrtting of wood. 1 I 111 SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L M OUTSWING 63 L 1 INSWING 1 J AAttachach wsudorfacebolt strike pate to frame as shown (Outswing) 0UT5wING 65 66 U INSWING 63 LATCH i DEADSOLT DETAIL DETAIL Y Attach surface bolt stoke plate at the threshold Outswingl HINGE JAMB 63 64 DETAIL Attach surface bolt stoke plate to frame as shown (InrAV) 64 63 DETAIL 2 Attach surface bolt shake plate of the threshold Inswing) Q. of rrrrrlr 1 sss z RI a 37 maaa, 4 C 3a HINGE DETAIL AL N.T.S. er: JK d k. a: LFS s wrlc Ito: ° FL- 15036.8 a L of 9 G i R a T m o E st MASONRY J OPENING FRAME I X BUCK III P I SEE DETAIL I O TYP. HEAD 3 JAMBS I STRIKE JAMS f CONCRETE ANCHOR NOTES: i;w"- 1. Concrete anchor locations of the comers may be o0fifed to mabrfab+ the mbr. edge distance to mortw job ts. 3 2. Concrete anchor locatbra noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Jobrh, addl fonal concrete anchors may be required to ensue the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR- ANCHOR MIN: MIN. CLEARANCE MIN. -CLEARANCE TYPE SIZE' M EMSEOMEM TO MASONRY. TO ADJACENT ANCHOREDGE - _ ITW e 1 • 1.1/P r ITW TAPGONe S/16• 1.1/P S• 2 c 5 iAPCON WOOD SCREW INSTALLATION NOTES: I. Mointoln o mbdmum 5/8• edge distance, I• end distance, E I' o.c. spacrng of Jwood screws to event the s tf of wood. TYP. TYP. SILL I I I DETAIL 2 1 HINGE JAMS LATCH t DEADBOLT DETAIL f/ 1* 111 G m iu R 9; 84 m • mdu 4 C= E$yjgEp f0 ^K, Y j2 co g x rn z RPM DETAIL u 67 63 12 29 o6364 W w b Y1 W DETAIL I DETAIL 1 Q o Attach surface bolt Attach surface bolt F Fstrikeplatetoframestrikeplatetohome as shown (Outswing) as shown Onwing) 65 66 ^ o N — Z u 04M 02 24112 i 63 asf" sc N.T.S. 63 o.c. Or W m DETAIL 2 DETAIL 2 aa. ar. LFS 3 Attach surface bolt Attach surface bolt orar.0 NO-- a strike plate at the threshold stoke plate of the threshold FL-15036 8 " Outswrng) (IraMng) o WW _L Or 9 " O 8111 Of MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 I/4` INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL F 1 /4" x 1-3/4" rrw CONCRETE SCREW STEEL 29 N8.10 X 1-I /2" PLASCREw STEEL I 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 rrw CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2" PFH W000 SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. I 8 X 2-1 /2" PFH WOODSCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X T PFH W000 SCREW STEEL 40 CLASSIC CRAFT ODOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" x 2-3/4"PFH ITw CONCRETE SCREW STEEL dl DOOR SKIN; .125" MIN. THK, FIBERGLASS 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 4" HINGE .097" THK STEEL d3 LATCH STILE W000 10 10 x 3/4" PFH w000 SCREW STEEL dd HINGE STILE wppp 1 I 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. BRAG TRIM NAIL STEEL 50 SIDELRE PANEL -SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDEUTE SPACER PVC 51 SIDEUTE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDEUTE SPACER PVC 52 SIDELRE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/2" SURFACE BOLT SPACER STEEL 18 6.18 X 1.3/d" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/h20 SEX BOLT W/ I/h20 FEMALE END x 13/4" L. STEEL 20 SLOE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 N 10 x 2.1 /2" PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4"PFH Rw CONCRETE SCREW STEEL S6' 66 3/16" X 2-3/4"PFH Ifw CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH RW CONCRETE SCREW STEEL jyMATERIAL g *, N ri lllll*1 111 •`` pp N Z y Z o Z V n CGyypY9mCmWN„ VV ' 4 O a St i m 1Z e WW 51`^ mg m -+ o o a z + C l . v t 2. 20• — ei w g St 2. 17 --{ m1 L I I 6 Y II I I1 I Lu Cl c Ti Iv 20 a SIDE o Id URWING SIDEUTE SI aUMF FACE THRESH LD l W ROFILE - 156• 2S9' SPaca 21S ' • a z w s r — 236" I I 168' I 2. 1r o_m i i I I.4Y r- 1.49' —i 5.75 I N^ Z U L I arc: 02124112 i L1 sC. 0N.T.S. L P - i F-. 53" owc. or. X m f om —• I I -- r CHK m: LFS ; 1 1 oawwc r0.: a E J9 HIGH WATER DAM IHR HOlO 2SLASIIC U UIE FRAME Ta INSWING SIDEUTE ocer OWN UP LITE FRAME SELF AolUmNG SADDLE THREHOLD FL-15036.8 u SWEET 9 0r _L 0 a R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone g 13.659.9197 Florida Board of Professional Engineers Cenificatc of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustrial Or. 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 Thefrna 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 & 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. Sianed & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 4tC1 10 21 a s cargo Lyndon F. Schmidt, P.E. 4. Quality Assurance 0° F:.•"•?• :' pia Certificate of Participation issued by National Accreditation and - •., .e Management Institute, certifying that Therma Tru Corporation is y t,, a a 14 4`9 a manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. C--i•7; i-. tlF : t,Lyndon F. Schmidt, P.E. J FL PE No. 43409 i'" • • ; Gam. ev,` a 10/16/2017 Sheet 1 of 1 S .. va' C6 OJYYG 4 494ey, E V Y JJ THERMANTRU` DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shag be as 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 requited to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVMZ" 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 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall 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 sAl item #39 under active doors meet water infiltration requirements for"Imr. 8. Inswing configurations and outswing configurations using siA Items #31 8 #33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shall be installed (in the 11VHZ") only in non -habitable areas or at habitable locotions protected by on overhang or canopy such that the angle between the edge of canoov or overhang to sill is less than 45 degrees. TABLE OF COMM= SHEET 0 DESCRIPTION I Typical elevations. design pressures 8 general notes 2 Door panel details3Horizontalcrosssections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 1 Frame anchoring - IX buck mosorry construction 8 Astrogol details 9 Bll of Materials 3 Components 74,S MAX. OVERALL FRAME MOTH ZZ 2- O m W WS7 p 0 tq P P IL O SWING' OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) • = -'_ WITHOUT SURFACE . _ BOLTS ._.' WITH SURFACE' - BOLTS POSITIVE - NEGAnw .. POSRIVE - NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 OUTSWING 74.5" x 96.5" aj],Q 4j],Q 60.0 L;;d 4Lyyp CZ 0 a snot N.T.S. owc to JK n. LFS FL-15036.9 1 1 or 9 EXTERIOR43 goo INTERIOR 46 8 9 ; m4 and€ 0' 4 1 HORIZONTAL CROSS SECTION gg a = pp a360 MAX. 2 8 ski b b DOOR SI PANEL WIDTH 2 R 2 Qu oJ 1310 EXTERIOR INTERIOR 4. 11" 0 1. 6tf I T oI L } s1 T o c YC 2 42 TO RAIL 43 U1C SIRE n .r z r. P eh 00 L I.49, 1 ." as I. ODOR / NEL L = Cbrir p., NOTE: MOOD DOOR COMPONEMS: OAK (SG >• 0.671 •' ` o e O 0 s: 1. 45 N z u DATE: 02124112 i HINGE SIRE s01117MRAII scut N.LS. e VER17CAL CROSS SECTION ow_ or. JK m cm. a. LFS ; OPAWK - . c a FL-15036.9 e a 9 gw — L or d O``` II 4 4 EMB. (rYP.) `_ C ,N ZZ 1`a ugc E 21 40 9 0of INTERIOR as `S Y m d a` L' gg ' P 3 2 n 3 • 8 n vi 3 3 0,0 3 o R EXTERIOR 10 Hg W Y St sN H 61 4 HORIZONTAL CROSS SECTION 1-1/4'MIN. 3 S 3 Shpvmw/IXs b-buck I-I!4'MIN• Ijl o EMB. (TYP.) EMB. (TYP.) 4 4 4 CDC0.15 0.1S C a a CSINK CSINK L F T1YP.) (TYP.) n .• N N 8 8 .. p V) 40 1 8 ` as N INTERIOR INTERIOR ° ^ 00 10 i 0 • ry O O EXTERIOR 40 13 40 EXTERIOR 10 10 K aa:02 24 12 i B 10 9 L 27 9 B soae N.T.S. 9 E E arc.liv JK m CM Ix: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SEC110N CKAWM NO.: d E 3 Ouhwirlg shown - kmving 3 Oulswin8 shown Is+i^9 3 Oulswin9 shave FL-15036.9 "- also aPprared also cpproved also approved °a E sNccr 3 OF 9 0 c•' U Q99 INTERIOR 1 VERTTCAL CROSS SECTION 4 also appro ' 4 g ler' req II' 9 T Z 4N 0, 8O N •; E ESZ tCe ypa 4 LFS JK or 1 off; Q.; ., 447 r h t°trC n S a Clio Ez ° a TYP. HEAD e 9m° JAMBS R 1 MASONRY OPENING o 562 n o z 314 a a ASTRAGAL e SHOWN FOR I rn REFERENCE m 2X BUCK ONLY F N j 7mo m 0 m 00 NNW W N ZQ a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. SUCK ANCHORING a a edge distance to mortar Joints. 1 ' 2. Concrete anchor locations noted as MAX. ON CENTER' must be odlusfed to i 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: a U N — 02124112ZTYPE is I 1 e SEE DETAIL l"1" MASONRY — TYP. HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY O 2X BUCK i 1 SEEDETAIL1 1 TMP' r SILL FRAME ANCHORING Mp t 2X buck construction lar OP ce 48 PSF L{ rP ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odprsted to maintain the min. edge distance to mortarJoints. 2. Concrete anchor locations noted as MAX. ON CENTER' musf be odimled to maintaln the min. edge distance to mortar Joints. additionof concrete onchars may be requhed to ensure the MAX. ON CENTER" dmlenslon are riot exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT. ANCHOR. EDGEEAN* 1/r1•lµ" r4" 3/ 1v 1.1/4- 3- 1.1/2- WOOD SCREW INSTALLATION NOTES: ed a distance. 1' end dalonce. 6 I' o.c. spacing of Maintainominimum5It. /B- g wood screws to prevent the :plotting of wood. rrrr'. t7 = AVY a n SEE DETAIL rr •* `\`` 'jamj" gg o ; 1- — rrt 1 sN 2S i3 •: z MASONRY TYP. HEAD n E z $ 10 u OPENING _ 3 JAMBS ASTRAGAL V SHOWN FOR FRAME REFERENCE —a ONLY _ v 0 sc e_, O o m 2X BUCKIF N SEE DETAIL I SILL W ZVI I I I I I 1 I I a 6 8 FRAME ANCHORING HINGE JAMB Masonry 2X buck constnlction m for OP > 4 PSF and OP a WSF ll K N N e 1G W pW Z h l 64 0 0 DETAIL 1 DEMIL 1 Attach ca surface bolt Attach osho VWoce bob " hOQOVQ 28 sMbe plates to home :hike 19 r ro frame •' HINGE DETAIL as shown (Outs%") ar shown (kw*in9) tea 63 65 66 64 ? - 1 ' s+. m 02124112 i 2717SCALE: N.T.S. 63DETAIl2 UK W. JH m Ol7AIl2 0« a L a Attach surfoce bolt AHoch surface bolt CPA" M0 s* e plate of the ttvesfald shrike plate at the threshold LATCH 4 OEAOBOIi DETAIL FL-15036.9 Outswing) on-") slwr -L a-. O 7s I b SEE DETAIL MASONRY — TYP. HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY u0 I BUCK F _ SEE DETAIL TV. SILL I r r rr rr FRAME ANCHORING Ma IXbuck corahuction for OP - 48 PSF 7s SEE DETAIL MASONRY TYP. HEAD OPENING JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY _ v O Ix BUCK F SEE DETAIL n'P• Z• I SILL — r r r r r r r ASTRAGAL STRIKE JAM! FRAME ANCHORING Masonry I X tuck corkshuctlon CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortor jdnfs. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to moinfaln 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. hn 1/ 4• 1.1/4• r 4• TAPCON• ITW 3/ 16' 1 1/4- 3" 1.1/r TAPCONeWOOD SCREW INSTALLATION NOTES: I 1. Maintain a minimum 5Ar edge distance. 1' end distance. a i- o.c. spacing or wood screws to prevent the spotting of wood. for OP > 48 PSF and G OP"60PSF y 67 63 e 63 L 64 DETAIL I DETAIL I Attach astra d/xdoce bolt Attach ostro Vfurfoce bolt stroke plates to home shave plate to Imme as stwwn (Oulswlrsp) as shown pnswing) 63 65 66 64 63 DETAIL 2 DETAIL ! Attach surface boa Attach surface bolt shake plate o tgthreshold stoke plate o f the hlthreshold9- 1 HINGE JAMB LATCH 4 DEADROLT DETAIL o O i 0 9 • W On m m6LL 14 tn: JK LFS wq ro: FL- i5036.9 r 7 ar i i Inn gigO•` O QoNj N rl 8N •; E ia=u eg¢ 95.25 m 56 ti G IBBB' IS3B' 20.63' IB5' 14.38'--{ 14 oi IO Iv 13 TYP.o c 13 TYP. TYP. 13 m W N u V Q G E 4.5' 3.2Y 3.25 m 0.75" 1.91 — 0.7.7 os 0. N I pW W Zln I SEE NOTE I 3 Uow d L, Lu 4 0 n I I-- 0.13• e T GAL 1 O o NOTE. 0-TE:02124112 i SC LF N.T.S. e 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND owc. W. JK mTHEBOTTOM. 2 CM. en LFS ; pl wex NM a a FL-15036.9 c N e o` '. Jlin n rn I '' * ss J $ m z 236- o E =ei HEAD i SIDE m' m i1920Jamb 8 = d I— 2.20' --1Istl as R IT - 4.63" - m Sl OUMI fA E THRESHOLD lOW fR0 LE o o m J f u K m cl a E 5.75 —- L V 1 r N N V li Z inSELFADNODIETHREOLD w W _ 51 I, I" 4,- a a N • tncr m c = l N—Z 10u i L 1 art:02 24 12 i SCAM- N T.S. o d J9 HI H WALE AM 1HRESHOLD ' JK a 2 uoc ar LFS 3 oftAwNc No.: a FL-15036.9 a F N sHECT 9 w 9 0Y O d Blll OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 w000 C MAX. 1 /4"SHIM SPACE w000 0 I /4" X 2 i/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/d" X I-3/4' Rw CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43S17 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 10 # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 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) oeii%d9 ' Lyndon F. Schmidt, P.E. 8 3. Calculations Prepared by®v2(-. ; ?Il.r,199C0o Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) eee` `'.•'(. f`.t a e yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o mi No 43!09 • 4. Quality Assurance Z k Certificate of Participation issued by National Accreditation and Managemerg' .. Institute, certifying that Therma Tru Corporation is manufacturing products 'q = _ Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and : S f *. r t= O F FL PE No. 43409 Guide 53. Q. r• i n : `qea 10/16/2017 Sheet 1 of 1 Nv; . ; Fit i f Aee THERMANTRU"' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT'' GENERAL NOTES I. This product has been evaluated and Is in compliance with the 6th Edition (2017) Hoddo Building Code FBCI structural requirements including the "High velocity Hurricane Zone" (HVHZI. 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 1t lVHr this product is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the •11VHZ" 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 3 R301.2.1.2. 5. For 2z stud framing construction, anchoring of these units shall be the some as that shown for 2r buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal A item 439 under active doors and all silt used under sidelites meet water infuriation requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 d, 033 under the active door do not meet the water infiltration requirements for the'HVHZ'. Inswing units shag be installed On the "HVHZ') only in non.habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONIEHIS SHEEP • VESCRIMON I Typicol elevations. design pressures b general notes 2 Door panel details 3 Sidefite ponel details tt Gbang detai 4 Horizontal cross sections 5 Veftkal cross sections 6 Vertical Cross sections 7 1 Buck and frame onchoring - 2X buck masonry coruhuction 8 kame anchoring-1 X buck mosonny construction 9 Astragal details 10 Bill of Materials 6 Components 105.5" MAX. OVERALL fRAMEWIDTH ---{ E] 13 IEJ z m Txx Ulu Ulu 00 a v P O. SWING OVERALL FRAME DIMENSION- i DESIGN PRESSURE PS WfrHOUTSURFACE'= 80175 ' _ WfrHSURFACE-- =' 80LTS - POSITIVE- NEG 411VE POSITIVE NEGATIVE ' INSWING 105.5" x 96.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" a 96.5" 47.0 47.0 60.0 60.0 41 2 ti or. JK K. rn'. LFS AWM No: FL-15036.10 ccr 1 or 10 EXTERIOR 46 ail INTERIOR 1 HORIZONTAL CROSS SECTION 36.0' MAX. DOOR PANEL WIDTH 2 l Arit r 0 2 = ror rtau r3 uTCH mtE P fit! DOOR /ANEL ILClskuoN $ rn NOTE DOOROR COMPONENTS: OAK> ISG•0.6n 131, 11 NINGE lE IS 001TOM m EXTERIOR INTERIOR r2-*N VERTICAL CROSS SECTION 2 XL N.T.S. r6 er. JK a c er: LFS i Awm NO.. ° FL-15036.10 icn 2- of 10 13.7 PANT 7. D.L SO S DE PANEL NOTE: WOOD SIDEM COMPONENTS: PINE (SG» 0 421 NOTE: I Spocing for item # 18 3 029 (file home screws) is os follows: From the bottom up on sides: 6.5 wllh 7) more spaced of 9.6W o.c. there ore (2) screws both top and bottom 2.13' in from each comer. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION cr r_1 Acc MIN, ASS THK. EXTERIOR I /e" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR GLAZING DETAIL GI Shs MedpEmsw/ MIN, ASS THK. 1/8' TEMPERED GLASS EXTERIOR AIR SPACE TEMPEREO GLASS Qi NI •; O Er O 144 K, v INTERIOR 2 VERTICAL CROSS SECTION 3 A• N.T.S. 3 a. er• A m X. en LFS ; AWM NO.: ° N FL-I503e.10 a Ecr -L Of 10 Q 6 6 INTERIOR 4 EXTERIOR a • • 20 II 0.15" F - CSINK C ( TVP.) B 1.1/4•MIN. 1 HORRONTALCROSS SECTION vv D 21 4 O 17 3 4 l 4 J= 61 EMB. ( TYP.) 4 Outsvrirlg sflown • 4lswing also approved S 3 6 6 6 NOTE: 1. The sidefite is direct set into the jamb with ( 12) item KM (118 X T PFH wood screw). There are (4) of each vertical jamb from the fop down at 13.S. 31", 48. 5" ii. 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION q Ouos Pp $hued • iWWN 3 HORIZONTAL CROSS SEC110N 4 Outs" configuration OTE 1 INTERIOR EXTERIOR 1. 1 W MIN S HORIZONTAL CROSS SEC110N 4 511ovmw/Ixsubtuck EXTER101 INTERIOF 4 HORIZONTAL CROSS SECTION q ww,4np configuration C. or A x or. LFS AWM rro. FL- 15036.10 cir - L or vvy= INTERIOR 1 VERTICAL CROSS SECTION S p= • k-+e as n 1 N1d • A V+ •: p u Z p M OA 7 m m J6 Am, N.T.S. im K. w: LFS 3 AMC W. Q a 7 15036 10 c xn 5 or 10 G F1 O 00 M c SEE NOTE I INTERIOR EXTERIOR 1 VEIMCAL CROSS SECTION 6 =Is'.gr -ttT" INTERIOR EXTERIOR SEE NOTE I T M , o _ miw%% r3-*'\ VEIMCAL CROSS SECTION v• EXTERIOR SEE NOTE I CM Ct S€ INTERIOR S VERTICAL CROSS SECTION 6 outs," configurotion SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION i1 Shown W Ix sub•tXXt NOTE: 1. Anchors osi y thru head and sill a1 Pin from eoch corner end. 4 VERTICAL CROSS SECTION if Inswing con"tlon ac: N T S o .r. LFS AW04 .a• FL- 15036.10 or -L Of ia A 4 V 11 TYP. HEAD MASONRY 3 JAMBS OPENING 2X ASTRAGAL AND MULLIONS 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 mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' mvsl be adjusted to maintain the min. edge distance to morforjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN: ' MIN. CLEARANCE MIN. CLEARANCE TYPE SITE' EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TA CON0 ELCO 1/1" 1.1/4" ULTRACON ITW 0 3/16" 1-1/4" 3" TA CON wUVU SGKtVV MIALLAIIUN NUIM: I. Maintain a minimum 5/8" edge distance. 1' end distance, 6 I"o.c. spacing of wood screws to prevent the spitting of wood. 4 MASONRY OPENING FRAME J 2X BUCK ASTRAGAL STRIKE JAMB Ath asfnapol/sufaceloolt stoke plans to Game as shown (OutswIrV) 63 65 lob DETAIL 2 Attach surface boll strike pate of the threshold OuWng) I I I SEE MAIL II I to FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 63 L 64 DETAIL I Attach ostro al/surfoce bolt strike plates to frame as drown (bsv4V) M 63 OETAII 2 Attach Surface toll strike plote of the threshold Inswing) 28 i l l 27 J LATCH i DEADBOLT DETAIL HINGE DETAIL rc. OV: JK 0. rn: LFS KWM no: FL— 15036.10 m 7 or 10 R s F r ti L Ts MASONRY OPENING FRAME J I X BUCK SEE DETAIL TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 7' i t I I I I I 1 1 ASTRAGAL STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction 1. Concrete anchor bcations at the comers may be od?Lafed to maintain the mh edge distance to mortar joints. 2 Concrete anchor bcalbm noted as' X. ON CENTER' must be o*mted to maintain the min. edge distance to mortar joints. additional concrete anchors 65 66mayberequiredtoensuretheMAX. ON CENTER• dimension are not exceeded. 64 63 3. Concrete anchor toble: VVff'AlL 2 DETAIL 2 Attach surface boll Attach Surface bolt strike plate at the threshold strike piste at the i" ng) (Outswhlg) ANCHOR ANCHOR MIN. ' ' MIN. CLEARANCE MIN. CLEARANCE TYPE SITE ' EMBEDMENT TO MASONRY. TO ADJACENT EDGE ANCHOR trvv a 1/C 1-1/4' r TArcoN trvv TAPCONe 3/16' 1.1/4' r WOOD SCREW INSTAUAnON NOTES: maintain distance. I'enddistance. al'o.c.spocbvof 1. o mWmttm S/8•edge wood screws to prevent the splitting of wood. 1 HINGE JAMB 28 l U27 LATCH t DEAOBOLT DETAIL HINGE DETAIL I Shdd j 63 G 67 2 m< a uO x Z U N ^ GATE i scL: N.T.S. 01 63G 64 2 o c. Or. JK 3 cm. w. LF ; OETAIILDETAILIAlfoch wh saUSutface bolt Attach ash o Usurface bolt to frame slnYe pb(es fo home w: c n stokepbiesas shovers (Insuring) as shown 1Oul="te) FL- I SOJ6.10 0 O IgK SEE NOTE 1 3 1 ii_- o.ob 6$ a 0 14— oxT I ASTRAGAL DETAIL NOTE: arc 02124112 1 THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SULG N.T.S. THE BOTTOM. ova In. JK cwL W. LFS FL- 15036.10 m 9 of 10 BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEMI DESCRIPTION MATERIAL A IX BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 8 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. I /4' SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME (SMCI PVC D 1/4" 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 UP LITE FRAME PVC PVC F 1 /4' X 1,3/4" I1W CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16' X 3-1/4" PFH ITW 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.OMM SCREW STEEL J 1 /4' X 33/4' PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD L 08 X 2-1 IT PFH WOOD SCREW 1.15' MIN. EMBEDMENT) STEEL 32 DOOR BOTTOM SWEEP PVC M 48 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1 /4" X 2J/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-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09T THK. bittl. 45 BOTTOM RAIL COMP. 10 p 10 X 3/C 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 SIDELTTE PANEL DETAILS SHEET FOR DETAILS 12 N 10 X 1.3/4' PFH WOOD SCREW STEEL 51 SIDEUTE TOP 3 BOTTOM RAIL COMP. 13 1110 X 1-1 /2' PANHEAD SMS STEEL 52 1 SIDEUTE STILE WOOD 14 1" L. X .04T DIA. BRAD TRIM NAIL STEEL 60 1 /T SURFACE BOLT SPACER STEEL 15 INSWING SIOELRE SPACER PVC 61 IVES SURFACE BOLT N454 80 L. X .25' THK. STEEL STEEL 16 OUTSWING SIDEUTE SPACER PVC 62 1/4-20 SEX BOLT W/ 1/4.20 FEMALE END X 1.3/4" L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES I STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 R6.18 X 1-31C PFH SCREW STEEL 64 A 10 X 2-1/2" PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOO 65 3/16" X 2.1/4' 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/I6" X 3.3/4" PFH ITW CONCRETE SCREW STEEL d I-2.36'—I 19 20 HEAD R SIDE 4.Sd' r 1.60. I 2.36' LJ o43' --I I— J9 HIGN W lE DA R HOLD 27 SfMC U fRAME 2.1 T --i 1 Id OURWING ID UIESpaces 2.14' Fl.6r L -T to T IS IN NGSIDE Spaces Lr —2.20 rI 4 RUMP fA E THRESHOLD LOW RO LIE GJI 5.75 ^ L 1 h 7J if NG SADDLE RE Ism N T.S. I r. r FL-15036.10 m -m or -q 1 /2/2018 Florida Buildinq Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts d b.Va r i Product Approval USER: Public User S _. aJi.ts: Product Aooroval Menu > Product or Aoolication Search > Anolication List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D 4 ; 'a+ •Yi Date Submitted 08/11/2017 Date Validated 08/13/2017 l Date Pending FBC Approval 08/15/2017 https:/Aaww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FL15332 R4 II 08-00SOOE.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510807D.odf 15332.2' I SERIES 420 ALUMINUM SGD; I SERIES 420 ALUM_ I_NUM SGD OX, XO, XX 96"x8O" NON-, REINFORCED, Limits of Use` Installation Instructions Approved for use in HVH2: No FL15332 R4 II 08-00498E.odf Approved for use outside HVH2: 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 FL1S332 R4 AE S10805D.odf, RATINGS. Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FL1S332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 512968C.odf 15332.4 SERIES 420 ALUMINUM SGD' SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96", REINFORCED Limits of Use, Installation Instructions Approved for use in HVH2: No FLIS332 R4 If OS-02249C.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A' Evaluation Reports, Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 512969C.odf RATINGS, Created by Independent Third Party: Yes, REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FL15332 R4 II 08-02250C.odf Approved for use outside HVH2: 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 HVH2: No FLIS332 R4 lI 08-00499E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.odf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVH2: No FLIS332 R4 II 08-00SOIE.odf Approved for use outside HVH2: 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.odf 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions 1/5/2018 Hi: Yesl DOCUMENT FOR DESIGN PRESSURE Luis Ftot dFd Lomas 62514' ndepei'ident ThiPd Party: Yes; 1S332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use, Installation Instructions Approved for use in HVH2: No fL15332 R4 II 08-00503E.odf Approved for use outside__ HVH2_: Yes, Verified By: Luis Roberto Lomas 62514 Impact Resistant: No _ Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: RE 0 Credit Card Sate https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 j xalslo s Akv o aDN oaa APPlla m A ADDED CIIAIM 03/05/12 R.L. 8REVISED PER NEW TESTWC 10/29/13 R.L NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FIANCE AND nN INSTALLATX)NS 12/06/13 ILL. REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTAUATION DETAILS 07/30/15 RL 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED WSTALUTON'OETAIL$ 06/20/t7 RLTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS ROUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE e10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4` MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). SIGNED: 0612012017 0. METAL STRUCTURE: STEEL ISGA• 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX• XP, PX, XIP, PAX. MI WINDOWSST R,Ntrol/i W MARKET STREETOSLLC650 GRATZ, PA 17030 S GENs•j, y SERIES 420 SGD 96` X 80" NON —REINFORCED z *- 0 1 •• x NOTES TAT y/k OFF TABLE Of CONTENTS quyN 0„c,q• Illy ot`'lOR10•? SHEET N0. DESCRIPTION 0898 E NOTES st4c NTS o tE 02/23/09 1-1 Of 10 OIIIIlL1"\``` 2 — 3 ELEVATIONS 14WlV000A0 RDLE%WVUENC2,= Luis R. Lomas P.E. 4 — 10 INSTALLATION DETAILS 43440&0 09 dbr xQftwv qpr FL No.: 62514 Fl HI 6• MAX 915 MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX r 6- MAX 17' MAX O.C. 10- I O X IAX ICHCHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATDIG IMPACT RATING 40.OPSF NONE SEECHAR75 PIAND 42 FOR OTHER UNITS RATINGS NOTES. 1. MAX WUMPANEL SRE: 48 112'x 79' 2 MAXIMUM D.LO.. 44 W x 74 SV 6' MAX cempnom ADDED C NRTS REVISED PER NEW TESTING ADDED FLANGE AND F1N INSTALLATIONS REVISED I.VSTALIATION DETAILS REVISED INSTALLATION DETAILS CHART/ 1 WHERE WATER INFILTRATION RESISTANCE AS REQUIRED. SEE NOTE 9 SNEET 1 Design pressure chart (pso SY10b Pansl am Total kwe wide hi N J0.0 3" 410 i 4&0 00 7200 Do 9600 Pos NOp Pot I Nog Pat I Nog I PCs I Nog 50. 0 40.0_1 5S.1 40.0 1 482 1 40.0 1 434 1 40.0 1 40.0 CHART 02 WHERE WATER INFILTRAT*N RESISTANCE lS NOT REautRED. SEE NOTE 9 SHEET 1 Design pressure Chan (pso Frwm Sigb Pane18n0 TOW ROmo Width (h) H01109 3a0 36.0 4xo 4A0 in) 60 0 7200 DO 96.00 Pos Nap Pas Ni. Pos Hop Pot Nog 00. 0 55.1 55.1 482 del 4 )A 1 43.4 1 40.0 I 40.0 C1iART/ 3 Numb" of aneh0f l0ead0nS te9Uffod Shob Panel and TOW Frama wWh (In) oM 3a0 360 4x0 4A0 7x0 64.0 9i0 H& S Jamb M6S Jamb MaS Jamb N65 Jamb 0a0 4 5 5 5 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON -REINFORCED ELEVATION F. A. 08-00498 HEDULE SCAM NTS — 02/23/09 13M2 OF 10 CATED 3e 314.ON CENTER FROM PANEL BOTTOM L F4WATO LOM1S P E. f432 WOO FM RD LEWISV&a. NC 2, EACHENDOFPANELBOTTOMRIIbSANW4fim W#,WM ate AaPR& W 03/05/ 12 R.L 10/29/ 13 R.L. 12/06/ 13 FILL 07/30/ 15 R.L. 06/20/ 17 ILL SIGNED: 0B/ 20/2017 5 O i'i GENSF•9, P i 0 S •><= E OF • t- SjS,OMA 11E C'``` Luis R. Lomas P.E. FL No.: 62514 6' MAX 6- MAX 17' MAX O.C. 80' MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX rD.C. 6- MAX CHAR, v Mane..efandWfo donar.vWmd Kane SY olQnolanoTolollhlViAdNlhl MOW h) t0.0 Sl0 q0 q0 640 S I Jame 72A I H&S I dame N.0 I HLS I Ame Ol0 I HLS I Jame SAO 415131 5 61-Slel 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRA SEE CHART #4 FOR NUMBER OF t40. OPSF NONE LOCATIONS REQUIRED SEE CHARTS 01 AND N2 SHEET2 FOR OTHER UNITS RATWGS NOTES 1. MAXIMUM PANEL SIZE: 48 f? x 19' 2 MAXIMUMO.LO.:ntS/T.7A5/H' Pw III) FLAT MOUNTED HANDLE SET (PART #99-04.145) LOCATFD 30 314- ON CENTER FROM PANEL BOTTOM END OF PANEL oacra nor e"T[ Af PRodw ADDED CHARM 03/05/12 RL REVISED PER NEW TE31W6 10/29/13 R.L. ADDED FLANGE AND FIN WS AUATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 ILL. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FIN ELEVATION WAVfe OnC 1q. FA. 08-00498 K' u NTS e"z 02/23/09 $xw3 OF 10 L. AOSERTOLOMAS P.E. 14" WOOMORDAD L&ASVUR. M: 27CM uaaacros anazmalem.m„ SIGNED: 0&2M17 it L N J`G E AEIO 9 sFisy0 61 --*= 9 EOF :Lu i0'. . 4r i0R10* Luis R. Lomas P.F. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEpMEM BY OTHERS 1 1/4' MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR II II II II INTERIOR 1D WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES t. INTERIOAAND EXTERIOR FW/SHES BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND J01NT SEALANT BY OTHERS TO BE DESMNED W ACCORDANCE WIl1i ASTM E21/2 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. GENT MIN. 37ANCE 1/4' MAX. SHIM SPACE OESCNIPIIIOr1 DUE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. INTERIOR t.— EXTERIOR JAMB INSTALLATION DETAIL WOOD FAAMWG OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS oA wra pR ap., F.A. 08-00498 saAc NTS " 02/23/09 —4 OF 10 L AMRTDLOA/4SP.E. 14V WC OFORD AD LEWISV4LE NC V= 4; aww"viv..w.. SIGNED: 0642012017 1 1111 IO Y/,i O GENS'9,' ATATE OF ; ,t= Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE B (. r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR aLL TO BE SET IN N BED OF LPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 l- 1/2' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCNRE BY OTHERS 1/4' MAX. r SHIM SPACE otsrnw11a1 aft APPRD+LD ADDED CKAMS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND nN WSUUATONS 12/06/13 R.L. REVISED 11167ALLATON DETA4S 07/30/15 R.L. REVISED INSTALLATION DETALS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON -REINFORCED FRAME INSTALLATION DETAILS OAAM! an N0. F.A. 08-00498 VALE NTS 01h 02/23/09 —5 OF 10 L ROBERTO LD?NS PF. 14V WOODFORD RD LEWRSVILLE. AC 0 4244 F,0009 1AWA2M64*wuW*.Lvm SIGNED: 06/20i2017 0 5•*_ T OF SIOI U 11``` Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN 1- MIN. AYV1401S oLsclaolloll QaE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 RL B REVISED PER NEW TESTING 10/29/11 R.L. IN C ADDED FIANCE AND RN INSTALLATIONS 12/06/13 R.L. a• . EMBEDMEENi 0 REVISED INSTALLATION DETAILS07/30/15 R.L CONCRETE MASONRY 1 1/4- MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 ILL eY OTHERS 1/4MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE I 1- 1/ 4• MAX. o ' SHIM SPACE PROPERLY SECURED EDGE N. INTERIOR y SEE NOTE 3 DISTANCE SHEET13/ 16- TAPCON 3• e . MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN o '• A BED OF APPROVED SEALANT 3/16• TAPCON 3/ 16• TAPCON EXTERIOR CONCRETE/ MASONRY BY OTHERS MASONRY/ CONCRETE OPTIONAL IX BUCK JAMB INSTALLATION DETAIL 8Y OTHERS TO BE PROPERLY CONCRETEANASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 a - T 1 y 1 1/4- MIN. NOTES: e • . ' EMBEDMENT 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS, e . NOT SHOWN FCW CLARITY. a •• 2PERIMETER AND JOWTSEALANTBYOTHERS TOBE DES"EDWACCORDANCE WITNASTM E2112 SIGNED: 0620/20T7 z 7/6- MIN 1- MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 1u uu,, 6SO WESTMARKET GREET J S REIv O4 VERTICAL CROSS SECTIONTZCCwCAETFiMASOWRYINSTiaLLATIONSERIES420 SGO p 95 96" X 80' NON—REINFORCEDTOF FRAME INSTALLATION DETAILSiAIX08E /,' I//)N^I11E?`N NTS 02/23/ 09 T68 OF 10 L ROSER70 LOMAS P.E. P-M WOCDFORD AD LEW1SMLE NC 27627 Luis R. Lomos P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 110 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR iE SET IN APPROVED SEALANT 110 WOOD SCREW 20D FRAMING OR 2X BUCK BY OTHERS MIN. RENT MIN. ASTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK MWALLATION NOTES: I.INTERKIRAND EXTERIORFINISHES. BYOTHM NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZ112 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4' MAX. SHIM SPACE MMONS oescePT" DAZE APPROWIM ADDED CHARTS 03/05/12 PL REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR m I EXTERIOR JAMB INSTALLATION DETAIL WWO FRAMING OR 2X SUCK INSTALLATION SIGNED: 06a0a017 MI WINDOWS AND DOORS LLC 0u1111IIII/, 650 WEST MARKETGREET 04f Z" J\J S RE GRATZ, PAOiTY OSF9PSERIES420 SGD 96" X 8NON—REINFORCED FLANGE INSTALLATION DETAILS p*OF AAT DRAV ftcV08- 00498 E sp/j/II1JAtF.A. 7 cpNTS — 02/ 23/09 OF 16 11111%0 Luis R. Lomas P.E. FL No.: 62514 LROBERTOLOMASRE. fIR 19000FORO RD LEM?SVILLE AIC 27p.!°' 43&6"4" fflwn= P+Arn wcan 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1MAX. SHIM SPACE 1 110 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/ 2' MIN. VER77CAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTAU AT KW NOTES: 1. 1KTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. 2 PERIMETER AND JOWrSEAL "7BYOTHERS TO BE DESIGNED INACCOADANCE W MASTM M 12 L 1/ 2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/ 4' MAX. SHIM SPACE REvmma crown ON GATE APPRWIM ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 ILL ADDED FLANGE AND FIN WSTALLATXINS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTALUTION DETAILS 1 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALUTOV MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRAT2. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS OMtvW DAC MO. F. A. 08-00498 sour NTS 02/23/09 5'mB OF 10 L AOBEATO" AW P.E. I= WOODFORD RD LEWISVR A NC;TOZJ ar• ellOin9 . SIGNED: 0&20/2017 i 7 1Of i . P', R p zOR10 , - !,f` pNA 11 E -,Y Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN I' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. 4. EMBEDMENT 1/4' MAX, r SHIM SPACE 3/16- TAPCON EXTERIOR U_U U_U INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE . I 3' .. . MIN SEPARATION MASONS Dcumpnom DATE APPWp C) ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND AN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L 1/4' MAX. I r SHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK COJCRETEA44SONRYWSTALLATIONI 4 a 1 1/4' MIN. EMBEDMENT 4 . 4: 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. WTERIOR AND EXTERIOR FINISHES. BYOTNEPM NOT SNDWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTN ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS D 1C M0. rF.A. 08-00498 9 OF 10TS — 02/23/09 L ROWRTO LONAS P,E. 1412 NOODFORD RD LENISVRLLE AC von 42448som rrdoeus/tuma"A=" SIGNED: OWWO S R I IL/0'/' C E KS t'9;e;' IIIIIl11" LU12 R. Lomas P.E. FL No.: 62514 WOOD FRAMING --I 1/4 MAX B. OTHERS I SHIM SPACE B WOOD SCREW INTERIOR 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FINEXTERIOR 7/16- MIN EDGE DISTANCE JAMS INSTALLATION DETAIL WOOD FRAMwGOR2X&ACKINSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4- MILD. ge WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4' MAX. HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR RDISlp/4 Dcxxp oN DATE APPROMM ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/29/13 RA_ ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 A.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L 1 5/8' MIN. EDGE DIST. TRIM 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1/2' MIN. 1X BUCK BY OTHERS, EDGE DISTANCE HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAY.CONCRETE L SHIM SPACE 010 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SAL WSTALLAT M SEE SHEETS 4-9 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLAARY. 2 PERIMETER AND JOINT SEALANTBYOTHERS TO SE DESIGNED IN ACCORDANCE WITHAS1M E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM —\ SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. r EDGE DISTANCE 1 3/8' MIN. INTERIOR • EMBEDMENT HOOK STRIP 010 SCREW PANEL OOD EXTERIOR 114TERLOCK HOOK STRIP INSTALLATION 2X BUCK WOOD FRAMING SIGNED:06 W017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ MPAKET05TREET 11111rrrIF GE 3F9s fir• 0 5 Y' SERIES 420 SGD 96' X SO- NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS E OF oR..m ow Ra ACV ii•FLV080000498E NA11E` Luis R. Lomas P.E. FL No.: 62514 swc wTENTS 02/23/09 10 OF 10 L R08ERTOLOU" P.E. 14-V WOODFORD RDLEWISILLE. NC 27M 4 #4U4W9 &bm=pacnm NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL IBGA, 33KSI OR ALUMINUM 6063—TS .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX. XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTAI I ATIAN nrr.0 e MOONS DCSQW7" MIL AM40KD ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 ILL REVISED INSTALLATION DETAILS 06/21/17 Rt_ S1GNE0: 0&21/2017 MI 650DWEST al i/o MARKETSSTTREErLLCGRATZ. PA 17030 S pHNSF• Ir 0 6 x SERIES420SGDREINFORCEDWITHOUTADAPTERNOTES AIR Of OR10•? onAnx tlrc"o 08- 02249 C is`s/ONAL G-\ 111111111 swcw1tNT510/30/13 sm 1 OF 10 Luis R. Lomas P.E. L ROBERTO LOWAS P.& 14V WOODFWi0 RD LEVR$vxjA NCZ7029 v44" 4"9 i ormm fl No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX 17' MAX O.C. 6' MAX 6' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE R477NG IMPACT RATING 335.0PSF NONE SEE CHARTS Of AND t2 FOAOTHER UNITS R417NGS NOTES: I. MAXIMUM PANEL SIZE: 48 I/2't AS• 2. MAXIMUM0.L0.:445J8•t90y8• ItsD HANDLE SET (99-"uS) AT36 3M•ON CENTER FROM PANEL anrrn.. AT EA[;M END OF PANEL AT ALL PANEL 84TERLOC CHART aI WHERE WATER INFILTRATION RESISTANCE AS REOWRED. cep .. nx .....,«... My I DCscFwn N ONE I MPROYED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 FILLB REVISEDINFZT*N DETAILS 08/03/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL Deal n premio cha7T (psaj Frame 5apb P.mot am Taw Frano Mldlla (h) M* N J40 J40 42D 440 h) sD. oD 7200 taco wo Pot Nog Pot Nop Pot Nag PCs Nat aao 40.0 544 40.0 SOS 4p 0 45.7 40.0 420 840 40.0 SS2 1 40.0 1 48.0 40.0 43.0 39.4 39A a20 40A I 524 1 40.0 1 46.4 40.0 40.6 37.1 37.1 840 40.0 1 49.8 1 40.0 1 43.1 38.4 X4 35.0 35.0 CKART02 WHERE WATERWF4.TRATION RESISTANCE 6 NOT REOUIREO. SEE NOTE 9 SHEET a Design pnmurn chart (ps0 Frame Sh(80 p2w Ono Taal Fmffb Wd01(h) H> qa J40 340 420 4A0 h) 60.00 7200 8400 8400 Pos Afap PoA NOVE4104: 3 Pot Not 8a0 S8A 5&4 50.9 50.9 42.0 420 840 SS.2 SS2 48.0 48.0 39.4 39.4 820 624 524 43.4 46A J7t 37.1 840 49A 49.8 4&1 43.1 35.0 1S0 swear - Numbw o1 anchor loaxdons ra0ulrod From Si+pM Rand and TaW ft" Wdu1(h1 1Yt J40 340 120 440 h) 60. 0 720 o 940 H48 jamb HAS amp Nis Jams H8S A1aaa 8a0 4 6 5 6 6 fl 8 8 4 8 5 6 8 6 6 6 MozoJE468664 6 6 6 6 6 6 8 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V. L I 08-022A9 WALE NTS o"r 10/30/13' 121w2 OF 10 L AOWATO LOMAS P.E. I432- WOOPFORp ROLEWISVILE, NC27= SIGNED: 0&21/1p17 r,• G E NS,'>'s1 i i OFE t4` S` ONAL. 1: Luca R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART q4 FOR NUMBER OF LOCATIONS REQUIRED 6• MAX r 17' MAX t-r O.C. — 6' MAX I I17' MAX O.C. 96' — MAX FRAME HEIGHT 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERfOR VIEW SEE CHART d4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING wACTRAnNG REQUIRED 135.OPSF NONE SEE CHARTS If AND I2 SHEET2 FOR OTHER UNITS RATINGS MARDWARESCHEDULE A (1) FLAT MOUNTED HANDLE SET (99-0a-14S) AT 38 3I4' ON CENTER FROMPANEL BOTTOM B. 0) METALUC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS C. ALUMINUM6063-TSREINFORCEMENT(868)ATALLPANELINTERLOCKS rXV606 fip ocsePovroN WE APPaoam A ADDED FLM" AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED WSTALLATION DETALS De/03/15 RL C REVISED INSTALLATION DETALS 06/21/17 ILL NOTES: 1. A!AXAfUMPANEL SRF:48fir x9s, 2 AUIXIMUM D.LO.: 44 W & 9058" CHART I4 Nu~ o/ anchor Ioo4Ua4rop tared Am. S4gb PA MI ord TOW tat WId01(in) HOgry 30. 0 3G0 42A RA h) 600 720 uo 9" N6S HLS Jamb N6S Jamb 84A 4 8 e s 6 d&O 4 me, 6 e e 6' 920 4 6 6 6 6 N-0 4 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION DROM 0MG N0. P V.L 08-02249 sr"x NTS 10/30/13 —3 OF 10 L 110AFRI0LCIMAS P.E. 14V WOODFORD RO LEWISVILLE NC 27027 AN40 wn ftM22 wmmsw.wM SIGNED: OS21/ 2017 v Etq, A.TTTAA TiOx= F ORkOv hr Luls R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2x BUCK EMBEDMENT BY OTHERS i 1/4' MAx. SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMINGOR 2X BUCK INSTALL4110N NOTES: I. INTERIOR AND EXTERIOR FIMSHES, BY OTHERS Nor sHOWN FOR cLARnY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN, cvuc viaTANCE 1 3/8' MIN. EMBEDMENT T -- 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS RCARONS REV CO arnoN UT AHRwm A ADDED FLANGE AND FIN INSTALIATION 12/10/13 R.L. 0 REVISED W61ALLA710N DETAILS OE/03/15 R.L. C REVISED INSTALATION OETAgS 06/21/17 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2x BUCK /NSTALLA710N SIGNED: 0&21/2017 MI AND DOORS LLC lk650DOWSWESTMARKETSSTREET GRATZ. PA 17030 S .. to i/ r\ENSF'r SERIES 420 SGD REINFORCED WITHOUT ADAPTER 996'x` FRAME INSTALLATION LLLATIONDETAILS Mgt , TAT OF DkQft V. L. are NO.RL O . F-' 110Rkol: • o is` r/ONAI 08-02249 C Eci N I Illllt"` scaE NTS °"16/30/13 —4 OF 10 L AOSERTO LCAL<S P.E. 14M WOODFOW RD LEWLYU& NC27= Luis R. Lomos P.E. 0640r 0 a,,,, FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE I A I 1/4" MAX. g A r SHIM SPACE g10 SMS OR SELF DRILLING SCREW EXTERIOR 11 1 1* 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUICTUREMTALLA77ON NOTES. 1. INTERIOR AND EXTERIOR Fw/SHES. BY OTHERS. NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT SYOTNERS TO BE DESIGNED IN ACCORDANCE N7TN ASTTN E2112 T- 1/2" MIN. EDGE DISTANCE 1__ 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. r SHIM SPACE RLVmat6 ocsc qm WE AF"04D ADDED FLANGE AND FlN WSTALLATION 12/10/13 R.L. REVISED INSTALLATION *DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTAUATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. O6l21/2017 MI LL' OSTORS 1R.. 650DOWSWEST MARDKET REET GRATZ. PA 17030 J`5 to GEN&* -YP• SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 96' X 96" FRAME INSTALLATION DETAILS 4_TeA;iE : uRAnc V.L are ro. RLv Opt`• [OR10; • \`' i SS/ salr 08-02249 C N1111tttO` NTS WE 10/30/13 91QT5 OF 10 ILAODERTOLOMASP.E. I49WOODFORDW DmAN27Luis R. Lomas P.E. 4ueasDa® FL No.: 62514 1 1/2' MIN 1" MIN. I101 OESCAH101I MY AWPM9SEPARATIONEDGEDISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 ILL. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED WSTALLAnON OEULLS 06/21/17 R.L. 1 1/4' MIN. EMSED1 MENT 1 1/4' MIN. CONCRETE/ a, EMBEDMENT MASONRY BY OTHERS 1/4' MA%. SHIM SPACE OPTIONAL 1X BUCK TO BE I ; 1/4• MAX. 1' SHIM SPACE MIN. rPROPERLYEDGE INTERIOR SECURED DISTANCE SEE NOTE 3 SHEET 1ki a3/16' TAPCON 3. . o •' MIN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF o " APPROVED SEALANT IQ 3/16' TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ -A.\\ I CONCRETE/MASONRY INSTALLATIONONALixSUCK CONCRETE TOOBE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 A.. . a. . : '- NOTES: 4 1 1 /4' MIN. 1 • INTERJA4 AND EXTERIOR FINISHES. BY OTHERS. n.' . EMBEDMENT NOT SHOWN FOR CLARm. 2.PERIMETERAND JOINT SEALANT BYOTHERS TOBE DESrGVEDWACCORDVCEMMASTAtE2712 SIGNED. 06/21/2017 MI WINDOWS AND DOORS LLC a11III,I,I 2 7/B' MIN 1' MIN. SEPARATION EDGE DISTANCE 650 WEST MARKET STREET R l pi i 9;i GRATZ, PA17030r •t.ENS VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT 'ADAPTER 0 6 1t = COwCRETFJAIASONRYrNSTALLATICw 96' X 96' FRAME INSTALLATION DETAILS i p STATE OF n ovlar,, 08— 49 C LONA .'C\\` WALE u1e NTS10/30/13 6 OF 10 S' L ROSER70La% W PE 1492 WOODFORD RD tEWISVXLE NC 90D Luls R. Lomas P.E. 93*4UyWN rm+ n trbmWy..o n, FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR (UJ aj INTERroR TO BE SET IN OF 3VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCX INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOTSHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2/I2 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE g10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS AL 610NS IILV OLSOOVIWN W[ API787•ID A ADDED FIANCE AND FIN INSTALLAnoN 12/10/33 RL 8 REwSED INSULATION DETALLS 08/03/16 R.L. C RENSED INSTALLATIDN DETAILS 06/21/17 R.L. 1/ 4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X WGKWSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' FLANGE INSTALLATION DETAILS ORMYIt p Np N V. L 08-02249 NTS 104c 10/30/t3 T7 OF 10 L RMATO LO 45PE. 14V WCODFM RD LEWSYALE NC27= 4344113- oi09 dwnw6*tM preom SIGNED: 06)21/2017 Lro i. 41i p E IVs'9U,: 0 5 ••* E OF :cr NA 1t!> Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 11110 sus OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE j— DISTANCE EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT L 1/2' MIN. EDGE DISTANT 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLVRyp{q fiv DCSCMKft CAN APPROYID A ADDED FIANCE AND FIN INSTALLATION 12/10/13 ILL , B RLYISFD INSTALLATION DETAILS 08/03/15 R.L. C KMED WSULIATION osAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAI STRUCTURETNSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS V. OR rtC OrT. NQ R L. 08-02249 WALK NTS 0!4c 10/30/13 s'W8 OF 10 L ROWRTO LOAW P.E. I -kV WDCOF*RVRDLEWdMLE AC27= aT.eesbsos mffASvkftM=p,,m„ SIGNED: 0612112017 5 11 I I li/O//, i 44AIYO6 ; 7OP Via: O SsANAL E G` 111111 Luis R. Lomas P.E. FL No.: 62514 1 1'/2- MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4• MIN. CONCRETE/ t EMBEDMENT MASONRY I BY OTHERS 1/4- MM. SHIM SPACEOPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16- TAPCON EXTERIOR W f LU INTERIOR SILL TO BE SET IN A BED OF 3/16- TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS A. 1 1/4- MIN. EMBEDMENT a: a 2 7/8- MIN, 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION AYWSTALLATION 1 1/4- MIN, EMBEDMENT MIN. EDGE DISTANCE 3' MIN. SEPARATION v ' W 3/16- TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RM90i6 RLV DEMIgN DATEpAPMPMWVMADDEDFLANGEANDFNINSTALLATIN12/10/13REVISEDNSTALLATIONDETAILSOB/03/,5CMISEDINSTALATIONDETAILS06/21/17 J _ I MAX. r SHIM SPACE fNTERIOR EXTERIOR JAMB INSTALLATION DETAIL CCNCRETETIASONAYWSTALJATION NOTES: 1. INTERIOR AND E MR/OR RNLSNES, BY OTHERS, . NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TD BE OEWWED IN ACCORDANCE MTNASTM E2122 SIGNED. 0"1/2017 MI WINDOWS AND DOORS LLC 11111 rr11,, 650 WEST MARKET STREETLO,b i GRATZ. PA 17030 gip E NS' : 91i SERIES 420 SGD REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS p . TAT leOF , L o e w • 08-02249 xv OF,y+'-LOR10 C jr ONA11E,` scut NTS °"n 10/30/13 y'aT9 OF 10 LADOERTOLGMASP.E. 14T2 WOODTORDRD LEWIS VXLE. AC 270?J Luis R. Lomas P.E. 4"- snv Oeny pw,Lyp, mm FL No.: 62514 WOOD FRAMING 1/4 MAX RLv ° BY OTHERS I SHIM SPACE DATE M A ADDED FLANGE AND FIN INSTALLATION 12/1l)/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L INTERIOR D C REVISED INSTALLATON DETAILS 06/21/17 R.L 1 5/8' MIN. EDGE DIST. 1 n N. DMIN. 1 EMBEDMENT TRIM e 1 1/4- MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE APPROVED BY OTHERS BEHIND FIN EXTERIOR OTHERS, HOOK STRIP 1 X BUCK 80 BE I8 W000 PROPERLY SECURED SCREW 7/16- MIN EDGE DISTANCE 3/16- JAMB INSTALLATION DETAIL EXTERIOR TAPCON K1ooD>=RA IrwG ow 2x eucx rHsrAu,oTTov PANEL INTERLOCK HOOKS TRfP INSTALLATION APPROVED MASCNAY/CpvCAETE SEALANT BEHIND FIN 1 1/4- MIN. 1/2- MIN. METAL STRUCTURE EDGE BY OTHERS 1/2- MIN. B WOOD EMBEDMENT DISTANCE EDGE DISTANCE SCREW WOOD FRAMING TRIM BY OTHERS INTERIOR TRIM 1/4- MAX. SHIM SPACE 1 3/8- MIN. INTERIOR 7/16' MIN j EMBEDMENT EDGE DISTANCE —7 HOOK STRIP HOOK STRIP SCREWELF GRILLING SCo WOOD SCREW EXTERIOR PANEL INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOKS INSTALLATION EXTERIOR HOOK STRIP INSTALLATION uErAl SraucTURE yrB 1 SIGNED: OW1,2017 rS NDODLLCMIssoDvEsMARKETSTREET 0%. VERTICAL CROSS SECTION GRATZ. PA 17030 C E Ns-'>'p% WO WG SSTALLs SERIES 420 SGD REINFORCED WITHOUT ADAPTER fj0 60 R SILL IFORSILLlNSTALLAITONSEESHEETSI9. U-4TIO SEE 4.9. 96' X 96' NAILFIN Q HOOK IMSTALLATION DETAILS f o _/ J. 7D TAT Of 4NOTES: p • 1. wiERIOR AND ErrERJOR FW1SNES. BY OTHERS, ' ' i F'=c OR10P•-' 08-02449FORDJowTSEALANTBYOTHERSToBE2PENOTR/ME7ERANWN C isstONA11SNT5CAM10/30/ 13 10 OF 10 N DESIGNED W AC OROANCE WI THASTTN E21 t2 LRORMTOLOx1ASP.E. WV M000F0RD RD LEN9SyXLE. NC27021 Luis R. Lomas P.E. 4364so4 os Mem ookaffuey,.mm FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERWNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BLACK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC CRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 180A, 33KS1 OR ALUMINUM 6063-75 .048' THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS aRe ft SHEET NO. DESCRIPTION FA. 1 NOTES xut NTS 2 ELEVATION 3 - 9 INSTALLATION DETAILS Rt lsaa DCSCWP1aM DATE APPROJDD A ADDED O"TS 03/08/12 1 R.L 9 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 ' RLVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DDAILS 06/22/" RL SIGNED: 06222/2017 MI WINDOWS AND DOORS LLC 650 WEST X01%IIII///// i' O41 / MARKET STREET GRATZ, PA 17030 5 .' _' GEN,9 .I p g * SERIES 430 SGD 143' x 80' NON REINFORCED OTAYOPOtF_" NOTES yp; , 2 i*FS,' Q( 0R%Dt' G\_NoscMo. RLV 08—OOS02 E 1i S/OMA ` 1 i\\\ I DATE u02/23/09 1 OF 9 Luis R. Lomas •P.E. FL No.: 62514 LA00ERT0LMASPE• f4XhOOD$MADLEWavLLIEArC270" 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6• MAX17'MAX D.C. 6. MAXr 6- MAX IT L 17' MAX 80' O.C. MAX RAMS EIGHT L 6' MAX SERIES 430 XIX SGD EXTERIOR NEW DESIGN PRESSURE RATING IMPACTRATING t40.OPSF N(LJE SEE CHARTS n AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 t/y x 79- A44XIMUM D.LO: 44 314. x 74 .%T NTED HANDLE SET (9904-145) AT 38 3p TANDEM ROLLERS 199.17-tp5l AT EACH 1>is1swnwa ADDED Cw1RIS RLVISED PER NEW TESfNG ADDED FLANGE DMAL1ATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART ar WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pr"-- chart (psi) Frame Single Panel and Total Framo Width (in) Hmght in) 30.0 90.00 36.0 10A00 420 1200 47.7 143.00 Pas I Hop I Pas I Nog I Pas I Nog Pos Mop 80.0 40.0 1 54.9 1 40.0 1 48.0 1 40.0 1 432 40.0 1 40.0 CHAATII2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET r Design pressure chart (PSO Frame SYt b Paw and ToW Frame Wd01(in) Sao 1 36.0 420 1 47.7 90.00 1 =00 126.00 143.00 Pat I Nog I POS Nog Pos Nog PCs Nop BOLD549 54.9 48.0 48.0 432 1 432 40.0 40.0 CHART AU Numb" Of inehw )a"UOns roOulrod Ferro Su>gle Panel and Total Frame Width (in) Haight 30.0 36 0 410 47.7 in ) 90.0 108 0 126 0 1410 HISS Jamb HdS Jamb HISS Jamb H&S I Jamb 80.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED ELEVATION 1 F.A. 1 08-00502 I E NTS 1- 02/23/09 1- 2 OF 9 L ROMATO LOVA.S RE I4321/000FORD RD LEWISIMM AC 27= 424.60-cw 14arin0YrdnYp.mm APPRWIDDOE 03/06/12 RL 10/15/13 ILL. 12/06/13 ILL 08/05/15 R.L. 06/22/17 R.L. SIGNED: 012WO17 1ILI0 7 iirEAISF.9s i 0,.6,2,6c1 . DT(( A• AccT E OF4 F• c 0R1Dr•?`: Luis R. Lomas P.E. FL No.: 62514 RcAsa S 1/2' MIN. Rp DEV- nM DATE APPROVIZEDGEDISTANCE A LAMED C IARTS 03/08/12 R.L 8 REVISED PER NEW TESTWG 10/15/13 R.L WOOD FRAMING 1 3/8' MIN. MENT C ADDED FLANGE INSTAWTONS 12/06/t3 RL OR 2% BUCKEMB 0 REVISED INSTAUA71ON DETNLS 08/OS/16 RL BY OTHERSE REVISED INSTALLAl10N DETNLS 06/22/17 RLMEXYTERIOROw"',ERIOR SHIM 10 WOOD SPACE SCREW 1 3/8' MIN. 1/4' MAX. iEMBEDMENT rSHIM SPACE L 1E MIN. f INTERIOREDGEDDISTANCE SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2% BUCK BY OTHERS 10 WOOD MIN. SCREW 61ENT WOOD FRAMING OR 2x BUCK BY OTHERS LWL YI.i1N\bL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: — 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PEAIMETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WMI ASTM E2112 EXTERIOR rj <M JAMB INSTALLATION DETAIL WOOD FRAMING OA2X BUCK 1NSTA"TICN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS Mum Ltit R0. F.A. 08-00502 uNs NTS °ATE 02/23/09 —3 OF 9 LA0Wa pL0M4SP.E. MV HCOOMM RD LEWW&LE. AC 27= 4&60-060 ftffQSv6*nMwmm SIGNED: 06/22,2017 5\ l1 Ilt /O///i O i i/`'OR10*• i'• S ONA `1EaC\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE av RrYlgoms oauwlpu MTE NPPROVm METAL A ADDED CHARTS 03/06/12 R.l. STRUCTURE BY OTHERS 1/4' MAX_ B REVISED PER NEW TESTYtf, 10/15/13 ILL SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATON DETA0.S 08/05/15 R.L 1/4' MAX E REVISED DISTALIATWN DETNLS 06/22/17 R.L rSHIM SPACE 1/2' MIN. S10 SMS OR ORIWNG EDGE DISTANCE INTERIOR ff==Tl 110 SMS OR SELF DRILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 2' MIN EDG DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORaQCX WITH ASTM E2112 INTERIOR L TO BE SET IN BED OF APPROVED VANT 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIORrj . SL--L—I-Q JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NOW REINFORCED FRAME INSTALLATION DETAILS DR" tb owc NO. F.A. 08-00502 sau NTS 02/23/09 —4 Of 9 L ROSER70 LONAS PF 14X? VOODFORD RD LEIVISVUE NC 27= U&4A0- w 0IN—O tmaw com SIGNED: 0&2MO17 ft, tIO',''' V,GENSac9,' STATE OF : w` i R OR10 • `. Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. 1' MIN. SEPARATION I EDGE DISTANCE a 1 1/4 MIN. 1 1/4' MIN. EMBEDMENT EMBEDMENT CON SONRY BY OTHERS 1 OPTIONAL MIN. 1X BUCK EDGE TO BE DISTANCE PROPERLY SECURED 1/4" MAX. SEE NOTE 3 SHIM SPACE SHEET 1 3' 3/16' TAPCON SEPARATION EXTERIOR 3/16- TAPCON CMASONRETE - BY OTHERS INTERIOR lGrIWiI IvN VERTICAL CROSS SECTION CONCRET ENASONRY INSTALLATION 3/16- TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4• MIN. EMBEDMENT 1' MIN. EDGE DISTANCE D6tlapnow WE AVPROIEp ADDED CHARTS 03/06/12 R.L. REVISEDPCA PER NEW TESTING 10/15/13 R.L ADDED FLANGEINSTALLAnouS 12/06/13 R.L.1/ 4- MAX. REVISED INSTALLATION DETAILS 08/06/15 R.L.SHIM SPACE rREVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR a nf: m - EXTERIORCl JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRE7&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIORAND EXTERIOR RNISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PMUETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WJTHASTM E2112 SIGNED: 06122/2017 MI WINDOWS WEST MARKET DOORS LLC ET STREET 650`\S1RII GRATZ. PA 17030 •'\6ENS SERIES 430 SGD 1Y• 143" a 80" NON REINFORCED - > *` FRAME INSTALLATION DETAILS Po;. TAT OF oI: A.Iw ox11 No. v i•F1i`:oCOR10Q; a... NTS °` 02/23/09 08 52 OF 9 E ,,/ s'lIWA11t\`` LADBER70 I0414SRE Luis R IAXWOMmDRDLEWISVRLENC2= Lomas P.E. sR. L6251a 4344"- Ofnwnwdbum4s 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 3/8' MIN. E IBEQMENT BY OTHERS LiiiSMAX. HIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT r- 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. F SHIM SPACE RLVOOILS REV ocv-wgION DAN APGROWW A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTAUATKINS 12/06/13 RL ' D REVISED INSTAUA7" DEtAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OROAU a e 110. F.A. 08-00502 serL[ NTS "" 02/23/09 —6 OF 9 L ROBERTOLDIVAS P.E. 14M WOCOMRD RD LEMSVXLE. ABC 27= 43&60-Wn doom SIGNED: 0&2W017 S11R IILIo 0 TIMAOF a F• 4iOR10t:•' Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL I EDGE DISTANCE r I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN BED OF APPROVED VANT 110 SMS SELF DRILI SCi METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARTRY. 2. PERIMETEAAND JOWT SEALANT BY OT HEAS TO BE DESIGNED ACCORDAACE W/TN ASTM E2r 12 RLVTOt6 RLr DISCRpnow oAIC Av RM A ADDED CK4M 03/06/12 R.L. 8 REVSED PER NEW TESTING 10/15/13 R.L. RANGEADDEDE WSTALIATIONS 12/06/13 R.L. D REVSED INSTALLATION DETAILS 08/06/15 R.L.• 1/4' MAX E REVISED INSTALLATION OEULS 06/22/17 R.L F SHIM SPACE 1/2' MIN. EDGE INTERIOR DISTANCE D 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAM No. oAC F.A. 08-00502 NTS °Ah 02/23/09 —7 OF 9 LROSERTOLON" P.E 14V Nm00FDR0 RD LEWISYLLE NC 27= 42&Q7 Ofw purnn SIGNED: 06/ WO17 OENS'9,p M-TAX 5 1t = FF i0'nc`''OR10P • 6'10NA 11ENG` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE REV Dmcftn N okm An++am MASONRY BY OTHERS A ADDED CHARTS 03/06/12 R.L. B REUSED PER NEW TESTING 10/15/13 RLa ' 1 1/4' MIN. 1 1/4' MIN. EMBEDMENT 1/4 MAX ADDEDUNGE INSTALLATIONSLLA710NSSHIMSPACE C ADDED L 72/06/13 R.L. e EMBEDMENT D REVISED INSTALLATION DETAILS DB/OD/15 R.L. ' a: E REUSED INSTALlAl10N DETAILS 06/22/17 RL OPTIONAL t 1X BUCK MIN. EDGE oTOBE PROPERLY DISTANCE INTERIOR SECURED SEE NOTE 3 SHEET 1 1/a' MAx. SHIM SPACE 3. 3/16' TAPCON MI N. SEPARATION EXTERIOR INTERIOR 3/16' TAPCON 3/16' TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK C0NCRETb4L4S0NRY/NSTALLA7ION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET t ie• • Al 1l/44' MIN. EMBEDMENT INTERWANDOf ERMFItiiSNESBYOTMERS i NOT SHOWN FOR CL ARR1: e' . , Z PERIMETER AND JOkVT SEALANT BY OTHERS TO BE e DESIGNED hV ACCORDANCE MTN ASTM E2r 12 SIGNED: 0&22/2017 2 7/B• MIN. SEPARATION 1' w"• MI WINDOWS AND DOORS LLC ultll'uI EDGE DISTANCE 650 WEST R•• LD.fji/ VER77CAL CROSS SECTION MARKET STREET GRATZ. PA 17030 g G.ENS CONCRETSU4SONRYU{STALLATION SERIES 430 SGD 6143' x 80' NON REINFORCED FLANGE M-.TAfINSTALLATIONDFTAILSp OF aaAw oAtw0. F•'c(OR10T;•?: rRv 08_ E i/ I NAlt0aV` TS LMTE 02/23/09 82 OF 9 L•AOSEATOLOALt4°•E• tan WOODFORD RD LEw13YALLS NCr Luis R. Lomas P.E. 3,40 y ,,,, FL No.: 62514 1 5/8' MIN, EDGE GIST. TRIM 4 . INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4 1 1/4• MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE1PROPERLYSECURED 111 3/16- EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AtASONRY)COMCRETE INTERIOR TRIM HOOK STRIP WAS" 0130M ox ADDED CHARTS REMO PER NEW TES11M ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS METAL STRUCTURE 1/2' MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP DSCREW ORILUNG EXTERIOR PANEL 1/2' MIN. INTERLOCK EDGE DISTANCE NOOK STRIP INSTALLATION METAL STRUCTURE NOTES 1. WTEWR AND EXTERWR FINISHES BY OTHERS NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2172 1 3/8' MIN. EMBEDMENT III 10 Jzl SCR WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK40VOOD FRAMWIS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 0030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS oRwk am w F.A.08-00502 scat NTS — 02/23/09 —9 OF 9 L F4WRW LOwti P.E. 113t LV000FORDRDLEW*V EAIC.7027 4344f10-01ft AWNWOL'anusMCOM AMO+LDWE 03/OB/12 ILL 10/16/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: O&1 WO17 A TAT OF i' ONA V1 'ZZ Luis R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TC BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATLNG OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD- 4- ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER AST14 E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-75 .048- THICK MINIMUM TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 NOTES 2 ELEVATION 3— 9 INSTa 1 Annu 11CTe11 e oLsaavclox out AFFNUVm HOED CHARTS O3/06/12 ILL REVISED PER NEW TEMG 10/15/13 R.L. ADDED FW10E INSTALLATIONS 12/06/13 RL RMED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 1 06/22/17 1 R.L. SIGNED: 0&2M17 MI WINDOWS AND DOORS LLC soIIliIY/A//, 650 WEST MARKET STREET R' L09// GRATZ, PA 17030 S G E jys SERIES 430/"0 XIX SGD 143' x 96' REINFORCED NOTES prSEpO : TAT Of i Fs+ tORI'D Nuxw F A owe wo aN 08-00503 E SYY0f1j AL 111t V``` Luis R. Lomos P.E. srxc NTS ° 02/23/09 1 OF 9 L ROLEATOLOMAS P.E 14-V 1000FMROLEWWVXMAIC27X=3 4 eanas4trwnsrptvn FL No., 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 17' r6' MAX MAXO.C. I MAX 6- 6MAX L 17' MqX O. C. 96' MAX FRAME HEIGHT 6' MAX X X C* SERIES 430/440 X/X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING W. OPSF NONE SEE CHARTS 1T AND 12 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 40ft7x95' 2 MAXWUMD.L0.:4434's90Sr9' n 1 Irw 1wuNIei7 TAMIDLE SET(99-04-145)AT373H•ON CENTER FROMPANEL BOTTOM B.( 1)METALUCT/wOEMROLLERS(W17.195)ATEACNENDOFPANELBATTAug e ADAPTOR AT INTERWR RPASIONS A I ADDED CHNtIS B REVISED PER NEW TESTING C ADDED FLANGE INSTAL AT)ONS D REVISED INSTALLATION DETAILS GIARTIT E REVISED INSTALLATION DETAILS WHERE WATER INFIL TRATAON RESISTANCE AS REQUIRED SEE NOTF 0 CWFFT t Design PresvlrO Chart 11=0 kwe S„pb FSOtl WW Tcw Fmffuww f(n) 5I 30. 0 1 36.0 42.0 1 47.7 PAGO MAP 126.00 14100 Pas Ne0 POs Np Pos Nep Pos Np a40 40.0 WA 40- 57.9 40.0 SLO 40.0 40.0 2. 40.0 80.0 40.0 54.6 40 0 40 9 40 0 46.0 Jiro- 40A 69B 400 51.7 40.0 46.1 40.0 1 42.3 940 40.0 1 55A 1 400 49. 40.0 43.7 1 40.0 1 40.0 CHART 82 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE MOTE 0 SNFFT r Desi n prersmn enact (DA kamD SMbvm en0TwWFrwm NA6N(„) HAM 340 I AL0 420 I 47J 90100 I MOD 12000 14100 I'" I Np Pas I H09 Pot Hp Pos Nov a1. 0 60.0 60A 579 57.9 520 520 Wo 4A 0 to60. 0 6DA 54.6 1 54.6 46.9 469 45.0 45.0 920 598 59B 51.7 51.7 40.1 4 / 423 473 9aA 50.6 58.0 490 490 43.7 43. 40.D 40.0 CHART in Number Of enchor loce0onsra9ulre0 kOf1Y SeyO FbWW TbW keno VAmb („) H*N 3Q01 3&0 4R0 1 47,7 Hii Jame 1ALD H& S I Jamb 125.0 H4s I Jamb 1 1, 110 I H& S 157jw 64A 0 6 1 7 1 0 tl 6 1 9 1 a 0 7 0 7 6 6 6 9 6 910 7 6 7 1 0 6 8 1 9 6 940 7 6 7 1 6 6 6 9 1 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/ 4-40 XIX SGD 143' x 96' REINFORCED ELEVATIONS F. A. 1 08-00503 1 E I- NTS le"E 02/23/09 1-2 OF 9 L ROaERTO LOY1S P.E. 1432 WOODFORD AD LEWRSME HC Z7[ 4MIGR 4609 lAWPdSdNfb7Usp0,0tin DATE APPROvEO 03/06/ 12 R.L. 10/15/ 13 R.L. 12/06/ 13 R.L. 08/05/ 15 R.L 06/22/ 17 ILL SIGNED: 08 M2017 OEINs FS: ORIar• Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEQMENT BY OTHERS 1 3/8' MIN. 1/4- EMBEDMENT MAX. SHIM 11OWOOD SPACE SCREW 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW ID FRAMING i 2X BUCK BY OTHERS EXTERIOR II II 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WTTHASTM F2112 110 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS IILV OCTOpAfPIgN OUC ACWiOJ(y A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TEmm 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS OD/05/15 R.L 1/ 4' MAX. E REVISED RSTALLAMON DEVILS O6/22/17 RL rSHIMSPACEINTERIOR O 0 0 II 0 D EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION SIGNED. 0&2M17 MI WINDOWS AND DOORS LLC oxxil1 flla, 650 WEST MARKET STREET GRATZ. PA 17030 VS ;;'. LO "/i 0 6 x= SERIES430/440 XIX SOD 143' x 96" REINFORCED FRAME INSTALLATION DETAILSTAf 4 FQ+-OR10 G: owNo. REV F. A. 08-00503 E 0,0 141111A11110\` WALENTS ° —3 02/23/09 OF 9 Lu13 R. Lomos P.E. L ROBFRTO LOAMS PA 14. V WOOOFORD RD LEWsvuE NC 27= 42440o Awmaoon,.p..m FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SITS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTMCE 1/4' MAX. A ® a r SHIM SPACE EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE 1447H ASTM E2112 010 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN 9ED OF APPROVED LLANT 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. rSHIM SPACE INTERIOR EXTERIOR Raaiaa AN DESO pnom DATE APPRM A ADDED CHARTS 03/00/12 RL 8 REVSED PER NEV TESTING 10/15/13 A.L. C ADDED FLANGE WSTALIATIONSS 12/06/13 R.L. D REVISED RISTAUAT04 DETAILS 08/05/15 ILL E REVISED WSTAUAn0N DETAILS 06/22/17 1 RL JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 06222017 MI AND LLC L0 //.. 650DOWST MARSKETSTOREETRS51lk. GRATZ. PA 17030 GENSF'9,r o Ssor* SERIES 430/440 XIX SGD 143' x REINFORCED FRAME INSTALLATIONLATION DETAILS TAT OFE OF• °1OR10• Dpoft 11wG xr. Rev 08—OOb03 E ONA 11E C Luis R. Lomas -P.E. FL No.: 62514 swE DAZENTS 02/23/09 4 OF 9 LROWRTOtOM-SP.E I -kV WOOGRORD RD LEWSVILI.ENG 270M 43&6w4m Abnua®DMu1Ps axn CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE MIN. n EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR avw nnun VERTICAL CROSS SECTION CONCRET E/MASONRY INSTALLATION 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALIWT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1" MIN. EDGE DISTANCE I r1/ 4' MAX. SHIM SPACE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RDWM" DAZE APPROVED ADDED CHARTS 03/08/12 R. LREVISEDrPERNEWTEST= 10/15/13 R.LADDEDFLANCEINSTALLATIONS12/06/13 R. LREVISEDINSTALLATIONDETAILS08/05/15 R.LREVISEDINSTALLATIONDEWLS06/22/17 ILL JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION NOTES 1.INTERIORANDEMR/ORFINLSHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERDWETER ANDJOINT SEALANT BY OTHERS TO BE DESCGNED INACCORDANCE %VNASTIM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRAT2. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS r OS-00503 S — 02/23/09 —5 OF 9 L ROBERTO LOM4.S P.F. I-KV WOODFORD AD LEMPSYXL£ RC 270M 4394as m 'A0.30#Aw tva.mm SIGNED: M2212017 I1LI0 0EAYSF9iP 0 Luis R. Lomas P.E. FL No.: 62514 ID FRAMING — 1 i 2X BUCK BY OTHERS 010 WOOD SCREW EXTERIOR R10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE TIE 3/8 MIN. MBEDMENT 1/4- MAX. SHIM SPACE 1 3/8• MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE INTERIOR 110 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION WDOO FRAMNG OR 2X SUCK INSTALLATAON NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIME7ERAND JOINT SEALANT BY OTHERS'ro BE DESIGNED IN ACCORDANCE WITH ASTN E2T 12 1/4• MAX. r SHIM SPACE NNL1M1$gIQ OCSCROMON DATE AP RMID ADDED CHARTS 03/08/12 R.Lr8DRLYISEDPERNEWTESTING10/15/13 ILL ADDED FLANCE INSTALLATIONS 12/06/13 R.L REVISEDINSTALLATION DETAILS 08/05/15 ILL REVSED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUG( INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oRArrc F. A. 08-00503 scut NTS ° 02/23/09 5'w 6 OF 9 L ROSERTO LOAKS P.E li t W'OODFORD AD LE"ISVHLE NC 27= p l6o6N19 +nntpn.om SIGNED: 0&2M17 o 5 •1f= 9 T 1 OF : t O i .a•, .c OR10t G?\. S'ONA `;V`` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SIAS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE I A I c/71VIT rly l cnlVn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR "try. Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR 1/2' LUNG MIN. EDGE DISTANCE i1O SMS OR SELF DRILLING SCREWS 1 TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE Rv DC50FIPIION uaE NPF&,00 A ADDED CKMM 03/06/12 R.L. 8 REVSED PER NEW TESTiNO 10/15/13 R.L C ADDED FLXNCE INSTALLATIONS 12/06/13 ILL D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETNLS 06/22/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE IMSTAUA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS MOM OwC w F.A. 1 08-00503 KALE NTS I o`T' 02/23/09 —7 OF 9 L AOMA70LOWLSP.E. fAn N'W0F0RD RD LEWdVX". NC 27= ti%ad90609 AMus®iMl¢rpvoom SIGNED. 0612M17 E lY1Ow9 ". AXTit' UAL1tie`` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN,1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a .. • 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4' MAX E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS ZLrPJWIVN VERTICAL CROSS SECTION CONCRET&W4SONRYWSTALLATION INTERIOR 1 1 /4" MIN. 1 /4' MAX, EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN a ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 avSIONS REV ocso low GAT: AFMAD A ADDED CHARTS 03/06/12 A.L. B REVISED PER NEW TESTNC 10/15/13 ILL. C ADDED FLANGE INSTALLATONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLA110N DETAILS 06/22/17 1 ILL J li:4D JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTAU ATTON MOTES. T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERNIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTUI E2112 SIGNED: 062MO17 MI WINDOWS AND DOORS LLC Il1I1/!I 660 WEST MARKET STREET R• Cp 0, GRATZ, PA 17030 pENSF.9 i 6 * = 4TAT SERIES 430/440 XIX SGD 143" 96" REINFORCED IINSTALLATION DETAILSFLANGE OF i'o SOR10- D RLv 08 E 010NAl1110a``` NTS °` 02/23/09 TB3 OF 9 LRWRTOLOWSP.E. LI32 W000FORD RD LEh7SV4jA VC Z:Ct7 LyjS R. Lomas P.E. alub'04W 9 ffaS* ffU** mm FL No.: 62514 1 5/8• MIN. EDGE DIST. TRIM n • • 1 I MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE D PROPERLY SECURED METAL STRUCTURE 3/16" BY OTHERS TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY)CONCRETE HOOK STRIP INTERIOR TRIM HOOK STRIP ALV I OGscoapt N it APPRM A ADDED CHARTS 03/06/12 R.L. D R1,V15ED PER NEW TTA7WG 10/15/13 R.L ' C ADDED FLANCE INSIAUASIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 It L 1 /2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR ::!C INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE - 1 3/8' MIN. EMBEDMENT 10 WOOD SCREW EXTERIOR J '%"— PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCIV AWD FRAMWG MOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS crt.>* 01c 1w: r7F. A. DAB 08-00505 scAtc NTS 02/23/09 —9 OF 9 L. ROSERTOLOWS P.E. 14n VA=W0RD R0 LEWLs vnLE. NC 27ov 46465 M donns6 "MOMaom SIGNED: 061=017 it I LLI0 0 TAV OF •',u; oF''c ORt01: • Luis R. Lomas P.E. FL No.: 62514 Business •ProfessionalRegulation ECIS Home I Log In I user Registration I Hot Topics I submit surcharge I slats a Facts I Publications I FEC Staff I ECIS Site Mao I Links I Beard, I Flofida Product ApprovalrUSER: Public user Product Aporoval Menu > Product of Application Search > Application List > Application Detail 0 OFFICE OF THE FL # FL9174-1112 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon @Overheaddoor.com Authorized Signature Mark Garon MarltGaron@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32S14 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By ]effrey P. Arneson, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Enuiv WD2017-OOI112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174 R12 II 0228-318958-P8 S.odf FL9174 R12 If 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 11 324620 P16 Jamb Connection Suoo sianed.odf Verified By: Gordon Thomas 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 16' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0229-318959-119 S.pdf FL9174 R12 It 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 lamb Connection Sunn sioned.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 16' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 It 0230-318960-1310 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 lI 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0231-318996-P6 S.odf FL9174 R12 It 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. May section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-136 S.odf FL9174 R12 I1 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 fI 324620 P16 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-OO1R2 Evaluation Reoort - FL 9L74.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 023S-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 U 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 If 3L9040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 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 It 0232-318999-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pit Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Parry: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.odf FL9174 R12 If 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 It 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Parry: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas.P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/S140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0600-319026-PS S.odf FL9174 R12 Il 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 It 324620 PL6 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I[ 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo 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 borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0603-319029-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 I[ 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W132017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 11 319040 Pi. Post Istall Instructions sloned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Part/: Yes Evaluation Reports FL9174 R12 AE W02017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 1I 0605-319031-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 IF 307494 PLL Track Supplement Chart sioned.Ddf FL9174 R12 11 324620 P16 lamb Connection SURD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 U 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I[ 307494 P11 Track Supplement Chart signed.odf FL9174 R12 It 319040 PI Post Istall Instructions sioned.odfImpactResistant: No FL9174 R12 I[ 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE W02017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 U 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 319040 P1 Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suop sioned.adfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 FL9174 R12 II 307494 P11 Track Supplement Chart sioned.ndf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 alalr Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, emall addresses are public records. If you do rat want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. Y you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for offldal communication with the licensee. However email addresses are public reeo-d. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S, please dick here . 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. 1 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 4 Lzz, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope IIIIIIII// OtA D•„Tya'., No. 46718 ucf1 o STATE OF <C/ ONAI. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 111. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the' -deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. 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' 18' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 Psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-Pl0 318996-136 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' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 1 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 18 — Doors under Evaluation ;,``\\QON D. No. 4671g :N . 0. n STATE OF P40RIUA •.•' 2 ' ; ANAL FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 '. Impact Rating No Yes No No Yes Q- Table 1 C — Doors under Evaluation orENSF No. 46118 STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion 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 50, Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3). F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence E E I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) I do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 I. 1400-IMPACT RESISTANT GLAZING OPnON - .ISO• 1O100IN SSB GLAZING IN MCLOED FMYES SCREWED 13 W NORQ AMOE TOCEMCIR wTN A McOWM OF (6) FOn' MCA 0WALLED IN TOP Olt WTEOECGATF SECTION (101M OR TATHLIT DECORAIM INSERTS) MTETS UNIFORM STA71C 13 W FLAG ANGLE• OESICH PRESSURES SHM 00 11411t DRAVAHa CA7IN0 SHALL HAVE A MAXIMUM NEICn W 1175' AND A MAXIMUM LENGTH O. 10.7r. GLAZING n NOT OIPACT li W MIN MO102. RESISTANT AND DOES NOT NEST 111E REpOREMSMIS FOR TRACX woo-DORE OEM REGCHS 3/16 /0'• L IMPACT RES157MT GLALND QPMm - IMPACT LAG S CRREEWWS RESISTANT CLAZWG SYSTEM MAY BE INSTALLED IN TOP ION 3 AS OR WTEINMATE SECTION (VAIN OR WIMOUI DECORATIVE SHORN) ZING 91AIL OC 1/.' YNtROLON-ARGYMSGLAZINC 10 CA WIN KAT NOR EQUAL OLAbMt WALL NAVE A MAXIMUM HDCHT O I5,21' AND A MAMA N LENGTH O TRACK 30. 0Y. GLAZING IS IMPACT RMSTMI AID DOD MEET THE RCOLAVI MEMIS FOR VOID -BORNE OEM REQONA S/1t111-s/!1' UIC SEE DETAIL, E ON SHEET 2 FOR ASSEMBLY DETAILS, SOE10 T FACH GLAZED SECTON REDUCES RLINFORCFYENT BRAOIEIS AAM9 BRACKET ATTACKED TO U-OAR ON UPPER INTEGRAL 100 (SEE DETAIL 0 SKEET 21. 10 W -3 ALIT SOEWWED m top" SN1/r2M!/10• TRACE OITECRAL N ON AND OPERATOR STALE m BE DOT AND M .-20 HEX FACTORY INSTALLED INSTALLER SHALL FIELD INSTALL (1) MUT AT u J& JAMB E4 14,)/0' SELF DRILLING OIVTITE SCREW mBRACKETATTACH 1THERAAMDOPERATORSTIEMET LOCATION J_ m IKMORAL AT ME CENTERLINE OF THE DOOR PER GOAL CH SHRT I 1 VINYL OR %ODD DOCR STOP NAILED A MAXWY OF Y D. C. MUST OVERLAP TOP AND RDTH ENDS OF PANELS M00MUY 7/4- TO MEET IEOATIVE PRESSURE& J. KEY LOOK. MAX LOCKS. OR OPERATOR REOUIREO• tS CA 371FFEE0 s. SEC11CH SHALL BE CONSTRIXIED oTH FOAMED IN AAMD BRACKETS PLACE POLY CMAmE FOAM 699AAIM OIEAOGILY YE SCHOLDUIE FDA DOKDED TO 30 GA MIOAM FADER Sine AID A POWJWIMATE BAOEIL OR 32 W SIM RACER. END QUANIY. LOCATION. AND TYPE CAP TO HAVE A MINIMUM 1.T' WTH. L THE DESIGN OF THE SUPPORTNO STRUCTLINAL KEY I= Olt am LOLL ELEMENTS SHALL BE THE Rm"SIOuTY OF THE BOTH ENDS (NOT PROFESSWAL OF RECORD FOR THE OURCINC OR REOMEO 111H OPERATOR STRUCTURE AND 1N ACCORDANCETBTH CURRENT BUILDING YE NOTE .)). SIDE CODES FGR THE LOADS ANTED ON THS DRAtwa LOOK SHDNI fat 7. DOOR JAMB TO BE MIwWM 2Ae SIINCARIK ORADE CLARITY LLNM9EA RT.TER TO JAW COHIECIION SUPPLEMENT FOR 621L (•) Scmw SOLD ATTACHMENT TO SUPPORTING SMATURE DOOR S MOM• SEE Bar 2 FOR U-NM LOCA11MG A. LOUVER OPTION - .END' MINIMUM LOUVERS IN MOLDED ON DOORS VATH OTHER ANDSECTIOFAMESSCRMDYOGETNERVATHAIRONYO• (0) NOTES 1 AND 2 ON SEENESOULIANDFOAL' SCIEMS INSTALLED DI 11E BOTTOM SEGTDN. INS AZING 1»SSHEEtFCRLOUVERSARENOTIMPACTRESISTANTAND00NOTMEETNNEEELIWELtMTS FOR VDD-SCRK DEBRIS REOCNi OPTIONS. LLI K AE-DsEC11MASM—S wTA.T3STILLUst— SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX COCA NOCKT UNIFORMLOAD EACH JAMB MV) V IO•- Cr ALL 2D7.2 -23a+ le -or ALL I el - LB IY-O' ALL I 1 -1 B I0•-0• ALL 1 +129.8 -IJ40 LLTunTITrrF tCENyF• ,' 0, STATE of 1, 10 D. i1116/ uNeeldLlrT u» caAnT AOA71Fo noun rlOrr, eIo n R 7»Pa n K HIpO rlMlas&DMAL 04ammn SEAL PA/vas DOT ra rWIGiNIY Or oaaw COOILICB00 oETAAL CA ERD CAP Q s) CENTER HINGES PER JOINT LIMED W DOOR MDTMS GRCATER THIN 12--7. ( 3) CENTER Iw0ES PER JOINT REODRED ON DOOR MCW6 LESS THAN Go EQUAL TO Ir-O•. JAMB BRACKET SCHEDULE DOW CHI NCN0. OF CHS RIU2IEREACIN JAMB UACK DRACNE13 MEASURED FROM BOTTOM TYPE Or TRACK l ONENSIONS A 2 ) r O O a 1 25-1 A 34JB NS-1 . O. OY J• 0 FAT Js IG 8 21-3 A JB . 22-3 . JB N2 63-1 . J E-0• S 0 O JB tY q JO1 3+ % +7-1 + (GII, SB' i O01. 73 JB 0•-0' s 1 0 CAT JO 1 J. 21a +' JB . ?Da .• s NO r0 37-/ + Y s 7 1 O-IVMOM LIFT rnCh SEE NOTE BELOW METHOD PAN? TO YRD S/10/DI PS ADOED lid IMPACT GRi 7/22/ 08 n UPDATED nILE GILT 0/20/10 PIO FA3tSL ADDED COOS, AND rOLLOVIX• ONENACH DENOTES SLOTim JAM& BRACKET ATTAINED TO TRACK N11M 1/+-2001/I6• TRACK BOLT AND NUT. FOLLOALMG DIMENSION DER01M aACf INSTALL JAMB BRACKET NsrALLED w IR717WLY Slot MO AOOnOIIAL HARDWARE NEEDED TO ATTACH m IRACK. ODO6 NTH NIGH tn. ROOF PITCH, AID/Olt OEATER IMAM IF IN KEOKT REQUIRE USE UP CONTINUOUS WALL METE SEE SUPPLEMENT TRACK CNARI FOR DETAL& STADC PRESSURE RATINGS APPROVED SIZES SCALE N.T.S. SIZE A Wayne DESIGN (PSF. +23. 90/-2Q80 MA% nmT14 W-O' DATE NAME J n 41 •1GA' LEST ( PS' 73D.95 -A3.20 MAIL HEIGHT: e•-9• 1VM s/D/DD OR' Dalton. OIPACT/..0 RAZED ( YES N0: AS MA% SECTION NEIQf1 21' ECKEO 6/09 MRS lS156h GARAGE DOORS MODELS 5120/9100/9605 STREET 1 DT 2 OMSICN O 01EUEAD DOOR CON 3393 ADOISOM DRIVE LOR PaSAcaA rtoaoA 3Es/+ WINDLOADSPECIFICATIONOPTION CODE 0230 ORAVANG PART HQ 318960 REv, P10 eso a. - Belo 13 GA ADAKSIASLE TOP RACE U-DNI OVER I11(73) R10 13 CA ADAISTASLE FRIWE ATTACHED ro VAIN TK( (•) PNE- JTOP FKRM PRE- PUM04ED HOLES 1 NOTES EACH END FAGARO IN BOTTOM OF II -BAR AND ATTACH 1NRU MATVAIN (2) 1/.-1.A3/•' EACH = SFM [2) 1/B•CRNWpnTE SCREWS gif DRBlaNO IPEWSFOR STANDARDTRACK3)t/- g7n• EELF DRa mESCREWSFOHEADROOMMACK (2 1 ARE USED ro ATTACK TIP DETAIL BRACKET A$ SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SIDE ATTACHED TO USED ONLY ON IMPACT PRE - PUNCHED HOES IN TOP OF U-BAR u-BAR OVER INTEGRAL RIB VAIN GLAZED SECTION - 11 qM ( 2)) 1 s-T.r3/C C7mPnTE sCRETB. THE (B) PRE-=tD HOLES EACH END a REINFORCEMENT USE ' A .PURL HN O ro [NSIRE FAONO UPWARD AND AtTAa TINRu EHD BRACKET ATTACKED PROPER AUGMENT OF ROLLERS CAP AT EACH END VAIN 9 1 .-1.a7/r MIN +) 1/.-1.A7/a- o SELFDALUMOCRIMPTIRESayIT IS CA INNNCE ATTACHED IFBAR PLACED OVER 100 CRUPTTTE SCRE•6 (2 MIN ( 4) //+-,.rl/B• TDB ON TIE BOTTOM S[C110N SHALL ONIL THROLILDI BOTH N WITH (TE /+-SCR14. (2 DF BE ATTACHED THRU END CAP AT EACH BRACKET AND U-OAR)CXl.. WICHARE FACTORY END VAIN (1 t 4•Z? SELF DRILLING ATTACHED) CPoMPnI•_ SGIEN LOCATEn ON ME DETAIL G BOTTOM FIANCE OI THE U-aM NOTE• DUE TO OEARAHICES RERRKD TO i' NrLON SFOIIIHGAID / 4: r% RR1L4VAIN -// hl/ 2• STEM DETAIL B ATTACHMENT NOTES ON IN la CA HINGE ATTACHED wTEGAM ANDCHATTAON wTH (a) 1/+-2ON5/B• WBDa1L SCREWS ( 2 OF wIH (2) 1/4-IOd/a BCH ARE FACTORY IN P PUN PURLS Ai ATTACHED, 3 OF WIOCH EACH INTERMEOIAIL MINCE ARE RELD INSTALLED INTO LOUDCH (1 1lIIV FLANGE TOP LEAF. AID 1 Of MUCH O FIELD INSTALLED OF Uor AND BOTTOM IRK¢ LEAFAID I TIRO MOLD PRE PUNCHED PURE WEB OF U-BAR AND IN U- s DETAIL INTEGRAL RD Or SECTION) C 12 CA aD710M BRACKET FACTORY ATTAQED wM RACE U- OAR OVER INTEGRAL RO WITH 3 I .-14.: NOTCH BORN TO REM BOTTOM ITTE SCREWSBRACKETAND ATTACH INRU FAD GIP AT EACH END SELF ORRiBNO CRM TE SCREW' AS FOR IMPACT I&", S• Qrm AND UXA0 1/+-I4A7/9' SELF BOTTOM BRACKET MUST BE SCREWED 70 THE BOTTOM . - DRILLING CRMPA SCREW ACROSS THE BOTTOM OF THE BOTTOM Y-BAR AT WIN EACH PAE-PINGED SHOE AtEVERY U-BARDN11Nc1• a) T s SgRCV4DETAIL , dUt inTE SCREWAT ALL oING /B• SEE IMPACT BOTTOM BRAOWF PRE-PUNCED HOE LDCATIC L DETAIL THIS SHEET. ENE j No. 77945 0, . STATE OF ((F 10NAL 1`` •`• D•AK 1 ROtl•9L R 1CHmx1 MOM Ch w nR 7M1 w PE 11706 R01[fRNWW. 1 twea 't AAL PAW XO OlI no wRana of 1KMR0.• Lvov vm mNu 1) t/.- tai7 SELF 0 "M OUNPME SGEW At MIO1 lDE O BOOR D4tU J-SIPJT • OPERATOR BRACKET. Sea" ONLY tlON91F.. OLA2IDSECTIONS. SEREEQUIRIO NOTE 2SHEET 1 . . FTCTAII C 4 MIN STADUSS ETH STAINLESS BAO" RUBBER RASHERS NO 3-1/ r Or. MAX OLT1 1/. ULBTRAOLAffct SSGBOOAC SEEAwrt OR EORVALENTMCOI STEEL N 1 7(1 4 G HNDN-SIRIIC, UR/L IANOOII TRUI— OETAIL E ATTACK BOTTOM BRAT TO BOTTOM U-BM VAIN (2) 7 SELF DRBLNO 9B SCAEU' S l IMPACT BOTTOM BRACKET 5) SEC110N DOORS WITH . to CA. 0 K9((• 6-BINS LOCAIED OVER INTEGRAL FIBS AS SHOVN SECTION DOORS WITH S) Y• la G DO KS u-a Rs LOCATED OVER INTEGRAL RAS AS SMo111N 1 1. ALL U-BARS SHALL BE PLACCD OVER INTEGRAL RIS AND ATTACHED T1RU PBE-PUNCHED HOLES wM (2) 1/+-14.3/6- CRRIFDTE SPEWS AT EACH IMMEDIATE MINCE LOCATIC. (2) t/H- 1+A7/r SELF ORLUNC OUH IIIE SCREWS AT EACH EN3 CAP (EXCEPT BOTH U-BARS ON BDTtCM SECTION - SEE DETAIL IS AND D THIS SHEET). (2) t/.-1N,S/B' GRMPnTE SCREWS APPROXIMATELY MIDWAY Of END OF DOOR AND INTERMEDIATE HINGE LOCATICK AND (1) 1/+-144/a• CRMPME SCREW AMRODHAmY O' FROM EACH ETD, FOR BOOT 1WDrA2 GREATER MAN Ir-NY. THERE SHALL BE A TOTAL OF ( 20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SCLIDN 51WL HAVE A TOr OF (la) SOHEWS EACH. FOR DOOR W SZ 1E52 THAN CH EWAL % 12 -r. THEE 94ALL BE A TOTAL OF (16) SCREWS ATTAC IMC EACH U- W EXCEPT BOTH U-BARS ON BOTTOM SECTION STRUCTURAL OECOGBVE SHALL HAVE A TOTAL Or (I+) SCRE16 EACH. I WIDOW INN 2. MIN THE ExCURTMIN Or 111E (S) PRE -PUNCHED HOES IN THE TOP OF EACH END USED FIN ATTACHMENT OF INC ROLLER POLYCARSONATE SDES AID M (B) PRE -PUNCHED M E-PUNTDMOLLSTHEOCUOrEACH 00 USED FOR THE ATTACHMENT OF ME TOP FWTVXE AND UMM NOTED OTHERWISE ON INS SPECIFICATION DRAWING. ALL IRE-FUNCEO HOES IN ALL U-OARS SMALL R ATTACED 70 THE DOOR YfIH I/+-INS/e' MPTITE SCREWS 3. TO CA U-BARS SMALL BE STAMPED 'NC APPROIOMATELY •' FROM EACH END. Wayne Dalton. GARAGE DOORS W9CH OF OVERHEAD DOOR CC JIM ADOWN GIVE POISACOLA FLORIDA 3231+ nSol AT.-• R•D IMPACT HOOFED AMD DIET SCHEDULE FOR O nM ADDED WHR CK DETAIL SWEET 2. 7/22/ m UPDATED TILE a/2•/ 10 ER3t62S ED BIOS AND XER NOTES S/23/ 2017 MODELS 5120/ 9100/9605 I °PULL, 4 - 4 DRAV&C PART NQ Rfv, WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 i- 14" MAX 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX t CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. D"AYND A KCR%M' PCSn004MAW160 MAIM AVE. DND R PC 77045 IN K 117US PRDIE599NAL O+ONODRS UFAL PROMOD o/lY TO VVWr1 1101H CF WRAIDAD ORa1RIACTIO/ DDTALS PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/ 16 SEMI TUBULAR RIVITS--- 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE O% J1111111I// 794. 5 S' _ n• STATE OF 1 Itl 1 i .' 0 TRACK f l 0 I 3) 1/4"-20 TRACK OR CARRIAGE BOLT TYPICAL WITH 1 /4'-20 NUT CLIP BOLTING DETAIL TRACK 00 1 I i 1 O j 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL RIVETING CUP DETAIL 11 GA MIN CLIP 2 / SEE SCHEDULE 0 1 I 1 o I ( 1) 1/4"-20 TRACK j OR CARRIAGE BOLT WITH 1/4'-20 NUT i TYPICAL TRACK WELDING CLIP DETAIL DESIGN PRESSURE CHART MAX MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSf -52.0 PSF 1 B'-0" 46.0 PSF/-52.0 PSF REVISIONS TRACK - CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46. OD/-52D0 PSF FOR ALL DOOR WIDTHS. CHANGED ' TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANCLC. ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO 717EN HD ANCHORS CRT 4/2/07 4 CHANGED FORMAT. ADDED MODELS 9800 D e024 WITH OVERLAY TO ' TRACK CLIP SCHEDULE CRT 0/21/07 TED SPLICE A CUP RULES. 9/ 06/07 PDATE MOUNTING IL DRAWINGS. 10/ 05/07 POATED CHARTS 70 HATE THE USE OF 8 CUP (REPLACED 9 ACROSS THE D4/ 11/08 APANDED H-1/2' TO AB' DOOR THICKNESS tT UP TO 14' HIGH. 12/ 11/De UPDATED TITLE x 6/ 2/)0 UPDATED TITLE X. REMOVED CHART. 11/ 15/13 UPDATED TITLE x 5/ 15/I7 Wayne INDPIton. DRAWN QQQQS DATE NAME 8/21/ 07 GRT CHECKED 8/ 21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN 850 47 FLORIDA DRAYANGPART NO. 307494 REV. P11 TRACK SUPPLEMENTCHART 2 3/4" t1" REVISIONS EDGE DIST TRACK-CLFS-TEXAS WALL ANGLE 12 FOOT UPDATED 1 8 2-24 BPJ 0/I1/D3 E60XX MIN. 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 44I $2.00 PSF FOR MIN 3/16" THICK ALL DOOR WIDTHS. STEEL FOR MOUNTIN AAHAGLE' TO'CONTINUOUS x 1-5/6' WALL ANGLE SUB ANCLE•. ADDEDWAL5/16" stRATE MDUNnHc LAG SCREW OR DEMD ANCHHOORs EQUIVALENT INTO M7 411/07 MIN x TRACK CLI P4 CHANGED FORMAT. ADDED MODELS 000 SPF ( G=0.42) OR AND B024 W17H OVERLAY BETTER AT EACH 1/4-20x9/16" TO 7 sSCHEDDULLEE. P HOLE OR PAIR OF TRACK BOLT AND CRI 8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. DLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE, DDEETAIL DDRRAVDATE ANC&.nNc UNMIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRt 10/05/07 q WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. THE /B CUP (REPLACED WASHER AT EACH HOLE OR PAIR OF eaao). Aaloss THE HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 a . Q•. B UPDATED STEEL OUNTINC DETAIL MRS 04/11/05 PB EXPANDED 1-1/2- TO Ya .•• 1- 3/B• DOOR THKXNESS CHART UP 70 14' NICK GRT 12/11/08 PSO ADDED MODEL 0700L 3/ 8" SIMPSON TITEN HD, UPDATED BLOCK cRt e/2/10 2- 3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE PSI UPDATED TITLE BLOCK REMOVED CHART. AT EACH HOLE OR PAIR CRT 11/13/13 OF HOLE LOCATIONS 1111 I I / LoaPOA,rD TITLE WALL ANGLE J Esc 6/13/17 NE KQ 1 /4— 20x9/16" Q.• t k • • TRACK BOLT AND LICENSE ••fi CONCRETE MOUNTING DETAIL 1 4-20 HEX NUT 40 ( TRACK CLIP * :' N0. 77.945STATE OF S1S RIDA .• ZONAL WayneDATE NAME Dalton. DRAWN I B/21/07 I ORB 0r+ 11L A KOR1D91, Pt 576 coum ROAD ISO GARAGE DOORS CHECKED 8/21 /07 MRB SHCET 2 OF 2 woU1rrwCDMDR PL 7710-3 TT Pf 117Iff J 3395 ADOISON DRIVE DRAWING PART 140. REV, PRWTSSOwLL ENONb.4Y flu PR0WDC0 M&Y Foil ITRACK SUPPLEMENT CHART PENSACOLA. FLORIDA 32514 307494 P11 11GnDKorWIMXb•0 =NSTRM I 0SULS IUD) 474-9890 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSAODLA. FLORIDA 32514 1150) 474-9890 ENE J Ko/4 No. 77945 *' 0, ' STATE OF cXORIDN 'G\ Sz0NAL EN•• InrILMu OWA114 A KORMAH, PC 4M COUNT' ROAD HO MWm NOTE, pq0 FL K 77M R Ft 117"s PROFESSIONAL 01 NFM SEAL PROVIn ONLY FOR VDI W-00+ OrVADlOAO DONSRNO M OETARI IL• MA MISF R. — SEE DETAILS 1, 2. AND 3 REOUIRED FOR VERTICAL 1 PSmIREA ORpCN rDOOR WIDTH M , ,p HEADER LOCK ERN PWf BRACKET UUMBEIL—\ a• a• 2-3/4' 2) 3/B• SMPSON MTEH NO SCREW ANCHOR WITH A 1 1/4• WASHER MID A MINIMUM EMBEDY T DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL L MOIL MMIWM 2SM P51 DDN MAMMUM DESIGN LOAD OF 20BSCITYS SMOUTHERN PWIMIAA 22pWQ HEADER LOCK B- RACKET WM a• 4• 3/ B' SIMPSON TITEN ND SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH Of 2- 3/4• AND A MWMUM EDGE DISTANCE OF 4'. OfTA1L 99 YINWIIM MOO PSI IT FILIfD emu NOTE` MAXIMUM DESIGN LOAD CAPACITY OF 240D LOS P17 UPDATED T11LE BLOCK ESC 6/15/17 MINIMUM 2.6 /3 4 HEADER LOCK SOU7NERNPtEBRACKETLUMBER. a' 4• 1- 1/2' 4) 3/IL' DIA. LAC SCREWS WITH 1-1 4' O.D. WASHERS. LAC SHALL HAVE A MINIMUM PENETRATION OF W2' INTO THE MAIN TMEMBERa. QE7dl1` S vvnrtr cmucnlac AD DRAWN CAPACITYOF2430L8SSHEET I IeNccn JAMB CONNECTION SUPPLEMENT DRAWING PART N0. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 DWAYNE 4 KDANLI, PE 776 COWNTY ROAD 1110 Waal HOPL OMD FL PE 77S46 rx FE 1179L6 PAWrODWAL D4W'M*S 2AL PAOVDED ONLY FOR VMnOATON OF W7SKDAD OWSMICT 4 OETALS WIN 2500 PSI CONCRETE uAX ALLOWABLE FASIDNER LO MAY EXCEED Tiff DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL YIN EDGE CSBETHESOLERESPONSIBILITYOF THE PROFESSIONAL OF RECO FOR THE STRUCTURE f ' 11 3/9' SINPSON TITEN NO, 2-3/4• YN CWBED. MIN 8• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-200/18' TRA& BOL7 AND 1/4-20 HEX N TRACK 6IPfM C5NPl10TF Mn1NflINC A11 J KORA,''% P„ 1•GENSF ' vas 4 Nu.T7945 it fr= 4 S?Ae Of FLORiOP•'C7` SSIONAL MIN 2 W 4 SPF (0.0,42) OR BCTTER WALL STUD HELM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ----\ W LAO SCROOF1-9/3STUO((2• EN//BE)) JAMB BRAI&C CH JAMB BRACKET 1 4-20V9/16ACKBOLTA 1/4-20 NO( N TRACK nWIF/:T 1R M ufLMTNf: nFTtl MAY A7D WG PER Af: FA N[TF SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCKESC6/%S/17 DRAWING PART NO. I REv. 324620 P16 1/2/2018 Florida Building Code Online 4. J. BCIS Home Login User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff BCIS Site Map FWda d.- 0 Product Approval isvi y'iTia'a USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https:// floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQvADgtvA%2bxmzklhGufBVSnRNMfolDM5dhG310CYhzgZSGolvg%3d%3d FL19715- R3 Revision 2017 Approved U Silver Line Building Products Corp. One Silverline Drive North Brunswick, N] 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, N] 08902 732) 435-1000 jonberrian@slbp. com Windows Single Hung Links I Sear. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE- 73778 Window and Door Manufacturers Association 12/ 31/2019 Locke Bowden Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 1/ 2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL fR Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL1971S R3 II SWD002 SS 2017-06-i5.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 00 ing a Hung xtru a my ing a ung inlo. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf I Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1971S R3 11 SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 j Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports 1 Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes j FEE Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email add, If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please dick berg_. Product Approval Accepts: Credit Card i Safe https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGu(BVSnRNMfo1DM5dhG310CYhzgZSGo1vg%3d%3d 2/2 ONE (I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE USFED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE Od EI/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS LE. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO SE US INCH. SHIM WHERE SPACE OF TAG INCH OR GREATER OCCURL SHIMIS) SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE KB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 100 COMMON NAILSOfTVFWNT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT —INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. TIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE O SELF-iA PING SCACWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR Nk Iml I N BUONO METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/9• EDGE DISTANCE. THROUGH FUME IWTAllAT10N: FOR INSTALLATION INTO WOOD FRAMING USE RIDwOODSCREWSOf SUFFICIENT LENGTH TOACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FUME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCRITE/MASONRY, USE 3/16IN[M DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.2/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 2 3/4' EDGE DISTANCE. THROUGH fKAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SVFAOENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENEIRA11ION BEYOND ME74L WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, SNUCK VENEENI AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION fLORIDA BUILDING CODE IFBC), EXCLUDING HVHI AND HM BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAfWDMA/CSA 101/L9.2p44048AI 2. ADEQUACY OF THE EXISTING STRUCTURAL CONdLLTE/MASONRY. 2X FRAMING. AND METAL FRAMING AS A THIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING AFPUED PRODUCT LOADS TO THE FOUNDATION I$ THE RES O.WWLffY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND IX DUCKS (WHEN USED) SHALL BE DESIGNED AND AN04ORED AS SPECIFIED HEREIN. AMATO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 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 NON44VNZ AREAS. IN HVHZ AREAS ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMMDADE REA OR AM). S. APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE• 6. WINDOW FRAME MATERIAL PVC FOR HOLLOW BLOCK AND GROUT FILLED SLOCC. DO NOT INSTALL 7. IN ACCORDANCE WITH THE GTH EDITION FK WOOD INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE Of BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL Of OR SHALL BE OF A DURABLE SPECIESAS DEFINED IN SLOOL CHAPTER 23. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD• MINIMUM SPECIFIC GRAVITY O O.SS. B. CONCRETE•MINIMUM COMPRESSIVE STRENGTH O 3001) FSL C. GROLIT-FILLEDCMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0 HOLLOW BLOCK CMV - UNIT STRENGTH CONFORMSTO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 13 M. MINIMUM WALL THICKNESS OF 47./ MIL (0.047r of 13 GAUGE(. MIN. IA- EDGE DISTANCE. f ALUMINUM• MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF VIP. MIN.1/2' EDGE DISTANCE. IT. GNATS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZJNG DETAILS TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) FHORIZONTALSECTIONS. RUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE COMFI6. DESIGPI PRESSURE MISSILE IMPACT RATING WIDTHHE16MT36' 4' O/X 35 / -35 W NON IMPACT 3r 66' O/X 50 / •50 PSF NON IMPACT 34. 74' O/X 50 / -50 PSF NON IMPACT 36' 7T I O/X 35 / -35 PSF NON IMPACT w' 62, O/L( 50 / -5D PSF NON IMPACT 4r 7r O/X 35 / -35 PSF NON IMPACT 4r 4. O/X 20 / -20 PSF NON IMPACT 5r 7r O/X 25 / 45 PSF NON IMPACT 36' 63.75 O/X (ORIEL) 35 / -35 PSF NON IMPACT 4r 9W O/X (ORIEL) 20 / -20 PSF NON IMPACT 7r 62- 1 O/X-O/X 35 / -35 PSF NON IMPACT 7r 4. O/XO/X 35 / -35 PSF NON IMPACT 76' 62* O/XO/X 50 / -50 PSF NON IMPACT 76, 7r O/X.O/X 50 / -SO PSF NON IMPACT 76' 7r O/X-0/X 25 / -25 PSF NON IMPACT BO' 74' O/X-O/X 15 / -35 SF I NON IMPACT 96' 74' O/X O/X 30 / -30 PSF ANON IMPACT IOr 6r O/XO/XO/X 50 / -50 PSF NON IMPACT IDr 72- O/X-O/X-O/X 50 / -50 PSF NON IMPACT Tow 4' O/X-O/X-O/X 26 / -25 PSF NON IMPACT pBIldPP- oTfW F. Naaa P.E. Aa ' 10111 NFPrar * W4 non t—a FI.#: FL19715 Oa '. 2M 70615161 SA/ 44m rSilverl mi AncleTsen I I r.04..,444AS a4 SUVEXU4 WIVE ImATH M+swim wo/s . H Ir•M 43}Hp6 t pfJ111111L11` I I H1 CD mhmZ V7 a = X uZ OpVVG sF SWD002 BEET'. 1 OF 6 MAX FRAM HEIGHT 9! MAX. HEIE MAX FRAME WIDTH ,B' ELEVATION SINGLE HUNG WINDOW MAX FRAME a 6 WIDTH 96' A D s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS MCH TO CONHGURMToNs FOR ALL nOlrsOl IUTINGS. SINGLE UNIT CONFIWIRATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFGURAnONS FOR ALL 2SDlAM RATINGS. rwim uNIT commuRAnoNs F c MAX FR HEI6H'F L MAX FRAM HEIGHT 94 MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 108, —I TRIPLE SINGLE HUNG WINDOW rSilverLine E 4%Andernen K741 4ALUc md" 1,10 1"oftR wick NI ollot n. <r.-1 a>I000 mTT Z N tin p m: N aU JZ W mod W <amoT 1 Lu w ` F G T F W n F r p .o N Z C p O Toz oc Z LLJ w p Lu Lu o a7D yl m z W.. H O - _= u2JUhOp N6 tfi SW0002 aEET: 2 OF 6 T 2• MAX. FROM CORNERS ir MAX OC 4 _ 11' MAX O.C. 2' MX. AFROM 41/2• MAX COMERS r O.C. 41/ 2• 0. 2- MAX. FROM CORNERS jNOTE. \ e..ruMlAT F9OhF 2'MAX SNC. wG101KDM e*, FROM T E. D.).w.uelua CORNERS ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW MAX FROM , MAX COO RNERS O.C. 6• MAX. FROM 20' MAX O.C. L 6• MAX FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 L II NMI I__ 4 1/2- MAX. F- O. C. ANCHOR LAYOUT NAIL FIN - TWIN SIGLE HUNG WINDOW 1' MAX FROM r CORNERS I6' MAX r O c. L 1' MAX FROM CORNERS 6• MAX FROM I- 2 3/a• MAX cORNER3 CORNERS I r • O.C. t' MAX L 6' MAX FROM CORNERS 161/ 6• MAX O.C. I —6' MAX O.C. ANCHORLAYOUT NAIL FIN - TRIPLE SINGLE MUNG WINDOW 12' MAX. O.C. minim ANCHOR STRAP 6 P/N 50.2"5.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine Alxk rx- n Ow SIX- MIF4 Dom nan.oK+ swwcwaroF M (7} T)iI0W O 3t i CC, HZ m G m w O "cc 1 W^' O c h ip JWW 7 F1O O o z uJ U to o R mzz ANCHOR STRAP < \ v >< + < r P/N 50.2"5.2 c o x N 2 SEE SHEET 5 FOR DETAILS DW6 ANCHOR LAYOUT SWDOOZ THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 6' MAX FROM CORNERS 161/ 6• MAX O.C. I —6' MAX O.C. ANCHORLAYOUT NAIL FIN - TRIPLE SINGLE MUNG WINDOW 12' MAX. O.C. minim ANCHOR STRAP 6 P/N 50.2"5.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine Alxk rx- n Ow SIX- MIF4 Dom nan.oK+ swwcwaroF M (7} T)iI0W O 3t i CC, HZ m G m w O "cc 1 W^' O c h ip JWW 7 F1O O o z uJ U to o R mzz ANCHOR STRAP < \ v >< + < r P/N 50.2"5.2 c o x N 2 SEE SHEET 5 FOR DETAILS DW6 ANCHOR LAYOUT SWDOOZ THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 ANCHOR STRAP 6 P/N 50.2"5.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine Alxk rx- nOw SIX- MIF4 Dom nan.oK+ swwcwaroF M (7} T)iI0W O 3t i CC, HZ m G m w O "cc 1 W^' O c h ip JWW 7 F1O O o z uJ U to o R mzz ANCHOR STRAP < \ v >< + < r P/N 50.2"5.2 c o x N 2 SEE SHEET 5 FOR DETAILS DW6 ANCHOR LAYOUT SWDOOZ THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 R mzz ANCHOR STRAP < \ v >< + < r P/N 50.2"5.2 c o x N 2 SEE SHEET 5 FOR DETAILS DW6 ANCHOR LAYOUT SWDOOZ THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIIJ EDGE DIST. 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR F'W BY OTHERS MAX. PERIMETER / SHSHIM SPACE SEALANT I 1O.A. BY OTHERS 1 UNIT HEIGHT EXTERIOR INTERIOR 1 SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 4 MEAD • 2X WOOD SUCK NAIL FW SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 1 BY OTHERS 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3re, MIN WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO p• CONNECTION DETAILS a CAULK BETWEEN CONCRETE/ MASONRY DNCRETE/ MASONRY 6 2X I 1/r MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT SECTIONVERTICAL4SILL • 2X WOOD BUCK NAIL FIN SilverLine UArxle(SNFI at:n.Inurt mut wan.ww.rrt.c w oroot n.In',•rwoo u n 1/4' MAX MIN. 3/8' EDGE DISTANCE ` 3 7 Z ^ a SHIM SPACE QQ• S 5 d t § N32 ov> n•o= yn<i x SASH REINFORCING • . v w j .e W Z " ` SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLnIING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE Lu m INTERIOR #8 GR. 5 SELF -TAPPING' SCREW a INSTALLATION ANCHOR n METAL STUD BY OTHERS, v SEE SHEET I INSTALLATION NOTE 14 C m EXTERIOR FINISH BY OTHERS Iu EXTERIOR PERIMESEALANT TERc BY OTHERS 0 0 t Ow In o m UNIT Z WIDTHCW w C HORIZONTAL SECTION 4 JAMB • METAL STUD NAIL FIN y - , * Yn- r-. etlI, I111111AA` i O V h O VG #: SWD002 IEET: 4 OF 6 010 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS ' CAULK BETWEEN e• CONCRETE/MASONRY BY OTHERS % EXTERIOR FINISH BY OTHERS PERIMETER SEALANT qBY OTHERSO.A. EXTERIORUNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 3/4• MIN, EDGE DISTANCE 2X WOOD SUCK/STUD BY OTHERS E SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE e SASH REINFORCING e SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2• MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX SHIM SPACE INTERIOR 1 VERTICAL SECTION HEAD - 2X WOOD SUCIC THROUGH FRAME SEE GLA2 NG DETAIL, SWEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE RAN YIEW-ANCHOR STRAP UNIT / (PM 50.2995.2)' DETAIL AT HEIGHT RIGHT FOR INSTALL REQ. 1/4' MAX PERIMETER SEALANT j' SHIM SPA BY OTHERS—" EXTERIOR FINISH IBYOTHERS •e •, . 1 1/4• MIN. EMBEDMENT PRECAST SILT. ! e BY OTHERS 3/16* ITW TAPCON . e INSTALLATION ANCHOR e f3/4' EDGE DISTANCE p VERTICAL SECTION 5 SILL- CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 10GR 5SELF-TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STVD OR APPROVED l—MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR By SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) 0"4 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED 2.0000 2.0000TOACCOMODATE914DIA. 0.500 0.0620 10.5002) DO(2)1 1 3.0000(2) 1 6.0000INSTALLATION ANCHORS FROM ANCHOR STRAP TO PUN VIEW - ANCHOR STRAP (P/N 50.2995-21 OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIAL 1.3/4• EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DR3113NG SCREWS. 6R S. PER STRAP. MIN. 3 THREADS PENETRATION. MIN, 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2• EMBEDMENT, MIN. 1' EDGE DISTANCE. 11 SilverLine uaara. aaaa• mr. rum.nmwavow M 07.7lYi1000 Li of 3 o 1 Z i 8 c Z+ 5 fit& '- e W 2'm c d Q c 7mS m m 2 N Z c DWG;;: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR 4SMALL' FRAME 'LARGE' FRAME P-OWORCD46 EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR Raw. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION rAN HORIZONTAL SECTION MEETNG STILE 6 INTERMEDIATE FRAME MULLION I- ALUM NUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING S=E/RATDN65: 48 X 72. (O/X). DESIGN PRESSURE •/• 35 PSF 36 X $4. (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X•O/X-O/X). DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X). DESIGN PRESSURE 4-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQVIRED FOR THE FOLLOWD46 SIZE/RAT",,. 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 1 . STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING S=E/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverLine NOTE: bAnd&sen ALLLLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTSg7,1OUTLINEDINCURRENTFBCANDASTME1300 . GLASS LOAD RESISTANCE, o c. • . A a4w1ft" aivE T+ .++ta w a+or wctnnu>.woo F 5/r O.A. 16. GLASS EXTERIOR // INTERIOR p MIN. GLASS BITE 1/r 1/8'SETTING BLOCK GLAZING DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITw TAPCON ANCHOR 4' FROM CORNERS IV MAX 0.0 THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SVPPORT 1 WINDOW FRAME. L BY OTHERS 1 1/4' MIN. . EMBEDMENT 11/2' MIN. EDGE DISTANCE r MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL YF pq 3 ony Sj Z,•• ^ i t eWe Cue Z V W 17 dom J•jm= z L mci aIt NQs Jty, N II * pikO _, o 1N0 3 u= h2c SWD002 BEET: 6 OF 6 A\\,) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — 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' DES F. p ''i 7 sst NAI. Hermes drlJkil o P.E. Florida No. 73778 lr BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL1971S Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL q 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL p 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6t' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6"' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 IrIA\\ BUILDING DROPS FL#: FL.19715 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. = O.SS), 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 FLORIOA OGPARTMENT OF //1/a ` •' Business & Professional Regulation. pB PR MOUE 9BOUT I'll 111 R OI""Ohs CONlACT08PR Florida ter, r ®Product Approval 9 I USER: Public User 1. t . •cr . Product Approval Menu > Product or Application Search > Application Ust > Application Detail OFFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.Ddf 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 RS Eouiv RIO-2692E-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 RS II CemPlank-installation.odf FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 It ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS II ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 lI NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- 0406.06 13192.3 1 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS 11 HardiePlank-Installation.odf FL13192 RS 11 NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.g_df FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 RS II ER RIO-268S-17 Shinale Wood Metal Frame.odf FL13192. RS II Hard ieShinale-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-268S-17 Shinale Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 I HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS II ER RIO-268S-17 Shinale Wood Metal Frame.odf FL13192 RS It ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-268S-17 Shinale Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Created by Independent Third Party: YesShingle to CMU.Ddf 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions. Approved for use in HVH2: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 RS II ER RIO-2687-17 Plank Shinale to CMU.odfApprovedforuseoutsideHVH2: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 RS II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVH2 install in accordance with NOA 17- FL13192 RS II Prevail-Lao-Slding--Installation.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 0acic Nezt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please didc b=. Product Approval Accepts: a 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. PREVAILLapMULTIFAMILYSIDINGPRODUCTs Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH o TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on1Carry edge. P 9 Protect edges and comers from breakage. The manufacturer is notbreakage.he man a e caused is n PG g y OUTDOORS station so that wind will Wow dust away from user and others inworking area. 2Use one ofthe fotbOngmethods: a. Best i. Sane and snap ti. Shears ( manual, electric or pneumatic) b. Better: 1. oust reducing cialar saw eeqqulpped with a Hardlebladensaw blade NI A vacuum extraction c' Good: 1. Oust reducing circular sewwdh a Hardiebade saw Made only use for row to moderate cutting) INDOORS CaNy using score and snap, or shears (manxrai, eledrk or pneumatic). 2.PasitionoxdtirgsletiminwelFveoxBaledarea NEVER use a power saw indoors NEVER use a droular saw blade that does not twartrtyy the Hardieblade saw blade trademark NEVER dry sweep— use wet suppression or HEPAVacum improper storage and handling of the product, Important Note: For maximum protection Ong respirable dust produdan), the Manufacturer recommends always using'Best'-level culling methods where feasible. NIOSHapproved respirators can be used m cmiundlon wilh above Mng practices to further reduce dust exposures. Additional exposure information is available et www.prevailsiding. eom to y you determine gee most epproprietea cutltrxg method for your Job requirements. If concern still exists about exposure levels or you do not eompy with the above practices, you d ukl always consult a qualdied industrial hyglenist or contact the Manufacturer for further bdormallon soxmms GENERAL REQUIREMENTS: ' PrevailTM 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. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails ( fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction ( lashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevailn 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 1/4' clearance between Prevail'" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water resislNe bardiv let -In bracing Adjacent finished grade must slope away from the building in accordance with local ywood or 24' o.c. max. building codes - typically a minimum of 6' In the first 10'. 0S9 sue 9 Do not install PrevailTM products, such that they may remain in contact with standing water. PrevailTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardiea Siding Products" at www.JamesHardie. com. INSTALLATION: JOINTTREATMEhlr Required for factory Built Color RhIsh, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 waterreststive banier Joint Wing" 3V from o Wemwe waterresistw plankedgebarrier Install planks m ° o moderate contact ° o rtarter strip to e nt plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk"' As required by but building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which Is (mown to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer frown some occupational sources. Breathing excessive amoLdHE rable sifice dust canalsocause a disabling and potentlalry fatal lung disease called slGcesls and has been linked with other diseases. Some sWdles suggest may increase these risks. egatbn or handling (1) work fn outdoor areas with ample venUlatton; (2) use fiber cement shears for cutting cur, where not teasble, use a Hardiebtade' saw blade and dust reducing circular saPA vacuumppGceblegtregulationsTrarmnfonnatbn,refertoourInstallation and Material SetetyDateStealavatiableatwunv.prerallsiding corn or by siting 1.877.23fr7528. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. +o+ PR1007-P1/4 7/ 10 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 watefisuve bartier concrete foundation laptsidlnp Maintain a 114" clearance between the bottom of PrevailTM products and horizontal flashing. Do not caulk gap. Figure 7 skiing 0o not 114' gap sldlry Caulk7 Icy • gashing Maintain a 1" - 2" clearance between PrevailTM products and paths, steps and driveways. 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 PrevailTM products arid' decking material. deck material Figure 5 r ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing 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 8 1•- 2- Figure 9 KICKOUT FLASHING StopAsslin0 <•,, ' 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 Ndhering eavamemhnnestep flashing. Where the roof terminates, ft" Nng install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashingt 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 PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" ---- O. C. max. 024FI., ure 10 Figure 11 1 1/4• min. studoverlap water- reslsdveMinimum overlap I bafflerforBothFaceIIaand Blind Nailing I y I a1a•- rmin. 11/4" N face nail overlapTwater- resistive barrier 1 1/4" min. overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Also see General Fastening Requirements. P214 8110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where, Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail Eli do not under oO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturers written Do not paint when wet. For application rates refer to instructions orASTM C1193. aint manufacturers specifications. Rack -rollingisrecommendedifthesidingis 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 PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd 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 call877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 SO =100 sq.11.) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71A 7112 8 5 6 6114 6 314 8114 7 9114 8 9U2 aim 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage Is subject to variables such as building design. The manufacturer does not assume responsibility for.over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401. 10,1405.15, and 1405.17.2; and the 2006 International Residential Codes 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. AU rights reserved. TM, SM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 0 1/2/2018 Florida Building Code Online Business 8 Requ laflen BCIS Home ; Log In I User Registration , Hot Topics I Submit Surcharge i Stats 6 Facts I Publications ! FBC Staff ; BCIS Site Map I Links I Sear. 1 Product Approvald5IQ, r USER: Public User l wRV4 Product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Flonda Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard ar AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option O hfps:ltwww.floridabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwt0quk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending F8C Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use 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 lI ALC15001.3 2017 FBC Evaluation Reoort Q4 T Soffits final.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 F81 port Q4 Soffits final.odf Created by Independent Third Party: Yes Back Ne.S The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1.395. *Pursuant Section 455.275(l), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email adde if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: 00-10® Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXOwMDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Or 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 En& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ptY R. c,':P• •E N 9, RAF'' 2017.09.01 tiQ ,•• S> No 74021 10:06:18 STATE OF • 041001 0T •• O 1 O Zachary R. Priest, P.E. s •. , R Florida Registration No. 74021 el`, S 1ONA ` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 11 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener Location 11 l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F4 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 24J4 Approved Systems for 24-inch Overhan with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail. One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 140.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch 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 W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max 8 inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 26.6 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 MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 343.3 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 W 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 Wow 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 24FA 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 ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga '/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each'batteNrafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0 072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 318" head dia. nail with min 150 engagement(for wood substrata) or min. 0.097" dia. T-nail or stub nail with In. 518" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 7F' OFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 ANNEL Hood, Concrete or Block. Nall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repon is valid. This 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 nM ` SOFFIT STAPLE OPEN RAFTER 13/4' x 1/4• i DIAMOND PATTERN I I D AILCROWNSTAPLES Lrr Ktv[D"IUSINGADIAMONDSTAPLES/ PATTERN FACIA BOARD / FASCIA CAP 12 F-2 3/4' X 1/4• CROWNJTRIMMLFACIA BOARD 1 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48• INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4• X 1/4' DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD S 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 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 OPEN RAFTER Mr KTWM ` 1 SOFFIT STAPLE D'ST I I DIAMOND I DETAIL PATTERN FACIA BOARD yr c IEEmI STAPLES / 3/4- X 1/4- CROWN STAPLE -24- j1RIMML ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4' X 1/4' CROWNFACIA 8' 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER Pscrewedtosoffit oneI1 M8 x PAINTED S.S. 48with FASCIA CAP 1/2• x 3/8• head diameter screw, O.C. 3/4- X 1/4- 16• o.c. CROWN STAPLE SOFM—max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT OPEN RAFTER 1.4' CROWN STAPLE FASCIA BOARD u ry S/B' I N:I 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASEIA CAP: REFER oo f0 SOFFIT A FASCIA f' CHANNEL--,-" HANNEL DETAR. SOFFIT: MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. IN" engagement(ior wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4 " PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 ICTWCDO `, SOFFIT STAPLE OPEN RARER 3/4• x 1/4• DIAMOND PATTERN I I CROWN STAPLES ,DETAIL USING A DIAMONDMIL-----ter KT`" A sr/ wts PATTERN FACIA BOARD FASCIA CAP 16F- 4 3/ 4' X 1/4' CROWN FACIA BOARD 8' 1- 3/4' TRIM NAIL STAPLE ON CENTER 1- 3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFFIT- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT- 1 SOFFIT Yx}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"xt' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN. REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA [AP; REFER 10 SOFFIT i FASCIA DETAIL 6y F' CHANNEL SOFFIT; MAX. I6• SPAN 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC soffits Appendix B n SOFFIT STAPLE DIAMOND PATTERNII FACIA BOARD cTvc[Ni DETAIL fTAPLES / FASCIA CAP 3/4' X 1 /4' CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE 'a' ON CENTER PAINTED S.S. FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 tf' 1RIM NAltFASCIA BOARD PAINTED S.S. r. j, EROES —FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER 10 l'r!' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F- 1 & 24F4 1'ef' CROWN STAPLE FASCIA CAP: REFER 10 SOFFIT t FASCIA \ DETAIL IIB f NominalBatten AntAoreO to SOFFIT; MAX. 24' I I F- CHANNEL Rafters r0llh one* 10 Ring Shank Nail at e+ ery Rafter WOOD SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRL4 NAB, fASCIA BOARD PAINTED S.S. 14- SMOOTH SHANIC I FASCIA CAP ROOF NAILS SOFFIT i 1'vj- CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24 F-5 r.j' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'.Y SYP Batten Anrhoretl Io SOFFIT; MAX. 24' f-CHANNEL Rallers rilh am TO Ring Shank Nait at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I NAIL FASCIA BOARD PANTEDNTED S.S. tkGA i' T•NAILS FASCIA CAP SOFFITI CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER To SOFFIT a FASCIA DETAILNominal1'2' SYP Batten Anthored to SOFFIT; MAX. tl' F-CHANNEL Rapers Wth one 1d Ring Shank Nail al every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAP. atFASCIA BOARD PAINTED S.S. 1'' CROWN \ _ FASCIA CAP STAPLES USL46 A DIAMOND SOfnT PATTERN; REFER 10 SOFFIT STAPLE RAFTILfvEREU 1'.J' CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 I' TRIM NAR SOFFIT & FASCIA PAINTED S.S. DETAIL 24J- 1 & 1.4. CROWN STAPLE 24J- 2 TOS CAP; REFER 10 SOFFIT 1 FASCIA DETAIL / Norri" I 1' a 2' SYP Dart. \ xabbs0 between nrten an0 SOFFIT; MAX. ri' CHANNEL seeurc0 with one (1) 7a tarp Shank nWl ebal/M-nOW IhfbuOh the rafter into Ute an0 / WOOD SUBSTRATE of the When or "* (2) 70 \ rM9 stank nans t0s-nWW an e111tel s100 of une batten) at the Wllenlrartel Intefs" 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vull is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a° shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK s 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 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 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 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 147 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 12.5 147 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 16.9 192 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 1 34.7 60 13.1 1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 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 HeR htfft Basic Wind Speed mph) 120 130 146 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35 4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -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 4 418 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 38.0 441 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 13.9 163 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 33.7 378 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 16.3 189 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 23.6 269 30.3 34.0 37.9 42.0 40 1 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 38.0 436 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 459 52.2 58.9 66.1 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 20 167 19.5 22.7 26.0 29.6 33.4 375 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 35.9 402 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 6 359 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 24.3 279 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" —L 3/8" J-Channel 3/4" — r 1/B" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/0' PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/6" 1/i3" HEM 6"FASCIA 7" BLANK 1/4" 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 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 16" 04 Soffit IS' BLANK 3 / 8 PROFILE 11IS- r ooaoa 000a 0000a 000 00000 ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" !3/r Y\.>/] 13.75" BLANK 3/8" PROFILE 21 »• acr uWTO o2vro o 12rnP ;T ooaao aoo 00000 oao 00000 0000 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. G R E E K Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?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. 16' FULL VENT 18-CENTER VENT 16-SOLIO PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. J11 tttrr1" P•'',C'•E NS. Fit' ' .. . . 2017.09.01 No 74021 1 0:06:1 Q • v p'• STATE OF 'tU _04f001 Zachary R. Priest, P.E. i s'•• 0 R I C?.` Florida Registration No. 74021 4'4' S10NA%E, . o 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0 42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-Inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of S This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24Jat Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 140.0 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. and securing each panel lnellapp 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 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 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- 353.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0 072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail i25.6 inch ox 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 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- 243.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0 072-inch dia x 23.5 16J-1 L16inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1-inch 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 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 ga1/4- 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch ox shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch ox ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 g. a One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0 072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o c 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o c 24-inch o c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 63.3 inch x 7d ring pattern spaced 16- min 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1Y," engagement(for wood substrate) or min. 0.097" dia. T-nail or ecub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I II\-"F" CHONFNEL IT OVERHANG WIDTH VARIES) 12 F-3 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 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 SIA `, SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' DIAMOND PATTERN D ETAI LLW CROWN STAPLES KTv[[nrUSINGADIAMONDsr.ais i PATTERN FACIA BOARD ` i FASCIA CAP 12 F-2 3/4- X 1/4- CROWNJTRIMNMAJLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4- DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD S 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, 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 NAZI screwed co soffit PAINTED S.S. 48' N8 xwithone(1) 1/2' x 3/8• head O.C. diameter screw, 16• O.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n \` SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD KTVC[NiI DETAIL STMICi / i FASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE 'S' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFTTT SOFFIT & FASCIA 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' TRUI NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT-1FASCIASOFFIT 1'q CROWN STAPLE OPEN RAPIER FASCIA BOARD N 61 Sir i4m 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER 10 SOFFIT t FASCIA DETAIL F' CXANNEI SOFFIT; MAX. 16' SPAN MASONRY I" O' SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head die. nail with min. Ili" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood. Conc-rw or Block N FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1' 1EN `, SOFFIT STAPLE OPEN RAFTER 3/4' x t/a' i DIAMOND PATTERN1 ;DETAILCROWNSTAPLES USING A DIAMOND Ye' KTVED1I srAvtis i PATTERN FACIA BOARD i FASCIA CAP 16F-4 CIA BOARD 1 3/4- X 1/4- CROWN4S.S. 8. STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAP O.C. FASCIA NAILING FLANGE UP OR ' X 1/4' DOWN WN STAPLE SOFFIT— max. 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA D ETAI L 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 I J' TRIM NAIL FASCIA BOARD PAINTED S.S CAP SOFFIT-1FASCIASOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE IF 16F-6 DIAMOND PATTERN DETAIL lo FASUA CAP; REFER TO SOFFIT & FASCIA 3. \ DETAIL F' CHANNEL 3,8 SOFFIT: MAX. 16' SPAN MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER n ` SOFFIT STAPLE GIST I DIAMOND 1 DETAIL PATTERN FACIA BOARD K. i nos i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' JSTAPLE X 1/4' CROWNFACIA 6. ON CENTER 1L—CHANNEL BOARD 1-3/4- TRIM NAIL JS.S. PPAINTEDS.S. 4a- FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT —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 t t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'e}' CROMN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO t':!' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL DETAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 8 \ —\ . 24F4 1'e1' CROWN STAPLE FASCIA [AP: REFER 10 SOFFIT t FASCIA \ Nominal I 3/B Batten Anchored to SOFFIT: MAX. 24' F-(XANNEL Rollers rilhlh onee I OfiAll d Ring Shank Nail at v000 SUBSTRATE every Rafter \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No Installation Detail 1 I- TRIM NAu FASCIA BOARD PAwtfO S.S. 14- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT rr1- CROWN STAPLE 1 I- TRIM NAR FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-.t- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal rxr SYP Batten Anthoreo to SOFFIT; MAX. 24' F-CHANNEL Rafters rith one Id Ring Shank Naa at ererf Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRW MAIL FASCIA BOARD PAWTED S.S. 146A ,- T-NAILS FASCIA CAP SOFFITI 1'.1' CROWN STAPLE 1 I' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1'.4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'W SYP Batten An[hort0 to SOFFIT; MAX tt' F-CHANNEL Rafters rith one Id 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 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 e TRIM NAIL FASCIA BOARD PAINTED S.S. 1'J• CROWN--- ROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER 10 CANTILEVERED 1'ejCROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAM PAINTED S.S. DETAIL 24J- 1•sj' CROWN STAPLE 24J- 2 FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL 8 IJOrrinal1• . r srP battens between rafters Ono x-etwea SOffli; MAX tl• f j/B 1- CNANNEI suAtn nto ons (1) To mtp uteo Istank nailsualgnt-nooto through the faller Into tns Ono WOOD SUBSTRATE of the baud' or two (2) 70 I mg shank odes t00-nO0e0 On Nnlr LIDO OI I WRem at trio Datten/faAer Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 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 an eiihtfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 0 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 37.9 422 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 1 -41.2 45.9 50.8 Enclosed 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 Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 17--731 ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 A8.7 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 A8.3 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 17.0 197 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 33.7 378 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 20.5 237 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68 8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66 8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75 7 84 9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78 1 87.6 97 6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 173 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 33.4 375 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM T -T 3/4" 1 3/8- ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 S 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" 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 02rlVP o.1:r m 18' BLANK 3 / 8 PROFILE FEUALa o 0000. 000 oaoao ooa ooaoo 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 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/1ti" 4 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" ` yy 1/8" 1/8" 3/8" GAr m 13.75" BLANK 3/8" PROFILE zur AZF 0000a 000 0000a 000 0000a ooaa END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts d N r ®product Approval USER: Public User 1 0-a ['sr Product Aooroval Menu > Product or Aoolication Search > Aoolication 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark 0. Harner 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com links I Sear. Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code I jk ' n 41 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVALJFlorida%20Building%2OCode%200nline.htmf WA 1/2/2018 Florida Building Code Online Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for oHidal 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 hj=. Product Approval Accepts: E07-g file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%208uilding%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-S847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorizotlon #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 614320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LAEIEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/OS/2017 This does not serve as an electronlcally 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) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity 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. TRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a 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: EftiLtf 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 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 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 TFW2.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 478719S678 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 03161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Cerdf Bate ofAuthorkation M03 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 2 of 12 TRINITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT'" 25, XT" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont* IR, Carriage House Shangle•, Grand Manor Shangle°, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V„n = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V„ h =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM 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 = 150 mph (Volt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 certificate of AuthoNiatlon N9SO3 6EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 3 of 12 Q0VTRINIIYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20'"; )lT "' 25, XT'" 30; XT'" 30 Ifi: LOW Atli STANDARD SLOPE STEEP SLOPE ENGLISH 17' 12" 12" 305 mm) (305 mm) (305 mm) I"(25mm) —Selant 1"(25mm) 5 s/e" (145 mm) 5 t ,lot treed Plam METRIC 131/e" 131/e" 131 e" 1"( 25mm) Sealan 1"(25mm)-( Figure 1I 3: Use four oaf& for stoyf if sb(ngia Use four nails and six spots of asphalt roofing cement* for eery full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. qjRpofing Cement Apply V (25 mm) spots of asphalt rooting cement under each tab corner. Figure 114. Usefour nails and sir spots ofasph i awmion slap s4poa CAUrIOY: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT201, XTI 25, XIm 30, X" 30 IR: Cut Shingles 1 - 1-- -1 I 2.. (50 mm) Remove 25 nm)U 11 11 I r--— f -— 1 -- 11 Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11.24. Glut toles, Ibex trim back to make cap sbin& ErtgUsb dimensions sboron). 5" 2" (305 min) 125t rn) m o' A ate\lb 12 to otw lFigure 11.25: InslaUation of capsalong the Gips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-Ri3 Certii lcate ofAuthorlration n9SO3 6sr EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 4 of 12 QoTpuNITYIERD 6.5 "ARCADIA"''• r+t t :I LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for cver full shingle located a< shown helow: Nail Line Nal Nad tiro LLLL Figure, 2: Use six nails jar erep' full shingle. Use SIX nails and FOUR spots of asphalt roofing cemem for every full shingle as shown belom Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASI'M D 4586 T1pe II is suggested. 6.5.1 Hip & Ridge for Arcadia"': Cedar Crest"', Cedar Crest"' IR 1'(p5mml t'(MMM)_ figure 3. list slr nails and four s1mis of asphall ronfiug cement ur+ steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP11" 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. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Cerd leate ofAuthoriiotion #9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 5 of 12 TRINITYJERD 6.6 BELMd&b OR BELMONT® IR: ' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 o Addltimal (103 II RQulred. w SIB' 116 M) I t' M nmt) R dina ceaeN 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. R rOO, Hip & Ridee for Belmont* or Belmont* IR: Option 1: For Belmont*, refer to instructions herein for Cedar CrestTM or Cedar CrestTM IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest"' IR hip and ridge shingles. Option 2: For Belmont*: Shangle• Ridge Figure 17.18.• Sbanple° Ridge. Remove tape8• Exposure from the right side 8• and fasten r 1 SECOND Fasten theme .l left side 85/8 RIGHT FIRST ! LEFT Figure 17-19• Installation oJSbangle® Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certljkate o/Authortratlon #9SO3 6T" EDITION (2017) FSC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 C ARrRIAGEPHOUSE SHANGlE f%1D GRANDNOR;SHA+NGLE®: lOW AND STEEP SLOPE STANDARD SLOPE Ise fine nails for every full Shangle. SfB 16 mm) Figure 17-4.- U.e fire nalir for erM full Grand Alanor bangle. Cmriage llouse.dangle. or Centennial Slate. TRINITYJERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shingle. (Ise five nail. and three spots of asphalt roofing cement for every full Carriage (louse Shingle and Centennial Slate. Apply asphah roofing cement V (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement mewing ASTt 04586 llpe II is suggested. B Figtor 17.5. When installing Grand ManorSbongles on steep.dopes. use seven nails and !bide spots ofaspbaft roofing mitent. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles SK.R tiw • rtt« - iri p. ' '•, en'ar9 TM A. ,.;., rM TM - ire LANDMARI(rr,; LANDMARK IrR, LAANDMARKim• PRO; LANDMARK,. PREMIUM, LANDMARK TL, LAN[MARK SOLARIS; LANDMARK'"= SOLARIS IR,• NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4' 12" 1--( 305 mm)—, «(375 mm)— --(305 mm)— { esr s aadvaM nberarti+adarsw L (- 1"( 25mm) Relea eTape 1"(25mm)7 — 11h" Nailabler . Area Exterior Research and Design, U.C. Cerdf Bate of Authorization k9S03 LANDMARK TL NorthGate: 131/ f' 13" 131/2" 1--( 343 mm) (330 mm)——(343 mm)--{ I"( 25mm) 1"(25mm)~I Figure 1.1.4. (Isefour nails forereq fill shingle, WOE MU40 Ir 14 v4' Ir AREA (305 mm) (375 mm) (306 mm) .I nalln, Units 1' (25 ram) Upper nal Ine r 125 mm) /Zlower red I" Nailing areas to low sort standard dopes (f•om 2:12 to 21:12) Nal between upper 6 bwer Ines as shown abo.e. 6r" EDITION ( 2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Evaluation Report 3S32.09.0S-R13 fLS444-R12 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See belo%v. Asphalt roofing cement should meet ASTN1 D4586 type II. apply I" spots of asph:dt roofing cement undo each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS I- 12'— 305 mm) WAX" rW11-P. 1"(25 mm) Nail Area 1 For SteepT 25mm)---- 25 mm; TRINITYJERD LANDMARK TL 13t/2" 343 mm) 13" 330 mm) 131/2'=" 343 mm) 1 "(25 mm) 1 "(25 mm)— MMK-emmoomm-0--m— /Voz Figure 13 5. Use six nags and four spots of aspball roofing cement on sleep slopes NorthGate: t Y 14-3/4" 12" 143/4" 17'—" 375 mm) (305 mm) vac eors oa geaseTape 1"(25mm) Cement STEEP SLOPE NAILING Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridee for Landmark"'. Landmark"' IR, Landmark"' Pro, Landmark"' Premium, Landmark"' TL, Landmark"' Solaris. Landmark"' Solaris IR. NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/ir 305mm) 415/ 16(2250m m)415/ IE 125mm) I (125mm) 150mm) ( 150mm) Notch for Centering 1Y X 6mNotchesfor A14nmem to the Top Edge of the Previous T Cap for 5' (125mm) Exposure English Dimension Shadow Ridge — Exterior Research and Design, U.C. Cerdflmte of Authorization rM503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 f Notch for Centering 131/ 4' .,\ j 37mm) Notches forAllgameM to 5I the Top Edge of the Previous 7 L \— I CaptorSSR'( 141mm)Exposure (196mm) Metric Dimension Shadow Ridge'" Evaluation Report 3S32.09.0S-R13 FLS444- R12 Revision 13: 09/05/2017 Page 8 of 12 QOTRINITYIERD 9 27/3r 250 mm) 415n6' (125 rvr) 13 118" TCentering Nad1 333 mm)— I-6 S18'-N 6 5/8— 168 mm)I 168 min) 13 1/4' 337 mm) Align / T i 1 Centeringth-se notches to top 01 7 S/Ir 131/4' Notch 337 mm) Ledgeprevious course 194 mm) Align these/ I 7 518' notches of top ( mm) edge of revious course. NorthGate Ridge NorthGate Accessory 105mn') Laying Notch I 5' 0250'"') Figure 13-20• Use king notches to center shingles on bips and ridges, and to locale The correct exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLm Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Cerditoote oJAuthorltallon a9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 9 of 12 6.9 PRESDENTIAL LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing « 40• —+1 Guide lines (1016 mm) 5 114' — 133mm) IN1. 0 . . • 141/4' 1 1/2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.- Fastening Pmsi&"Iial rmaPresidenfiW TL Shake sbingles on low and slandard slopes. TRINITYJERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle mid apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails to between the mailing guide lines, apply 4 nails I' above tab cutouts maldng certain labs of overlying shingle cover nai s. T I' diameter asphalt rooting cement t Figure 16.7.• Fastening Pressdenlial and Presidential T/L Shake stingier on steep slopes. 6.9.1 Hip & Ridae for Presidential Shaker", Presidential Shaker" IR, Presidential Shake TLr". Presidential Solarisr"• 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 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPir"" 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 Crestr", Cedar Crest' IR hip and ridge shingles. 6.10 WATTERAS" IOW, STANDARD AND STEEP SIOPE: rrntmmw trm..w emt t rrm,mmt Figtrrc 13.3. rasle"Ing liallerns Sbitsgles on Lou, and SlandonfMopes For Imv and stvtthnl slopes, use G%v nails for each full Ilauents shingle z shtmn alsor. Exterior Research and Design, U.C. Certificate oJAuthorication u9S03 r4tur 13. I: A Muiaa lrn/M es.01 glrs ou eep.v" for steep slopes, use me nails and eight spas of asphalt roofing cement for cub lug (latterrs shingle as shown abote. Mph V Mann) diameter .pas of tooling cement (ATM 1) 4586 Ape II suggested) under rich tob corner. Press shingle Into place, do not espose cement. GIMON: Too much roofing cement can muse shingles to blister. Evaluation Report 3S32.09.05-R13 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 10 of 12 TRINITYJERD 6.10.1 Hip & Ridae for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 mm) I I I Ea e 203 460in Cap Cap Cap Cap 3 Shingle Shingle Shingle Shingle 9 2 Figure 15-20.• Cut Hatteras sbinglu to nuke coder cap. Figure 15-21: lnslallatlon of caps along bips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SL%1TE•':", HIGHLAND SLATE'"' IR: r r LOW AND STANDARD SLOPE: STEEP SLOPE: Mis mAado "kas SIX naaa (Mona u InYaleE ow cams, W&A a ~). Figure 11.3: Use RVg nailsfor every INgidnnd Stato sbingie. Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Mlami•Dade, SIX nails are required. Apply V dlameter spots of asphalt roofing cement under each lab comer Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. raa`. a iao..a a>o.n rao..a r r mr ro as.) ssr 1Nan. 0.0arprar I•RSmmI a a mn) saw. taww. :• IrulalaE ohr brbr aOM tl tl' ROM. C.- Figure 11 •.3A: Uso AV6 nails and eigbr spots of aspball rooJing crmm1 umkr eacb mb corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridae for Hiahland Slate', Hiahland Slate"' IR: Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate olAuthori:ation p9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 11 of 12 V 1 RINIIYIERD 6.12 ^' s LS• r. 4 -` ,, yr -, . , - • 7r-• ' \• c' i:'' 4 i ,. LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shomi below salmi t' (25rtm) 156mm) 1 -- (M-1 -}- (MON -{« (iimel -{ Use FOUR nail~ and four sl)(As of asphalt nxifing cement l'or every full sholgle as shown below. Asph:li( roofing cenund ine-L ng,SfM Iki5RG 711tt II is suggeo d. apply 1'(25 nun) sixus of zi)[ i roofing celucol as shown. CAUTION: Excessive use of nafmg conc•1u caul reuse shingles a, hlis(er. ips q ------ —'-- c-ur i MON i. T noollny Cement- - I~ 6.12.1 Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge"', NorthGate or Shangle Ridge"' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 302.09.0S-1113 Certificate ofAuthorkation N9503 IV" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear, r Produet ApprovaldDPUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerci_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence fL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKOR8COITBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgIF2AezuaggOlAramOGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 If TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001-4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 I No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by_IndVendent Third Party: Yes _ _ _ _ saturated organic felt Installation Instructions FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https:IA~.floridabuilding.org/prlpr app_00.aspx?param--wGEVXQwtDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hfrr//www.tamko com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, ST" EDITION (2017) Issued October 19, 2017 TAMKOS 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. TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture GuardO TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No.15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8° gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO(ID ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 61G20-3. REFERENCES Eaiily 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 0 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TSP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G P Y R. No 74021 0. STATE OF : Al CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur Drive17520Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httD://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments 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. TAMKOV ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No.15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM 0 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate MNSurfacedRollRoofing N N N N Y TAMKOO ASTM Tile Underlayment N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard(ID Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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 En!Lty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (rST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (rST6049) 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 (rST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 11t11l111riii iR. GE 111,9F No 74021 3 STATE OF •:41V i,ss'r0 N A, 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 distnbuting products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l 1/2/2018 Florida Building Code Online 0 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats !! Facts I Publications I FBC Staff db r USER:ProductPu Approval USER: Public User t`6 uP Product Approval Menu > Product or Aoolication Search > Aoolicatlon Ust > 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 Miaml-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By e I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes . No N/A Product Approval Method Method 1 Option A r t ` I Date Submitted 11/08/2017 https.//fforidabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%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 # 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 HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 1730 Roof Louver Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 1605102S.ndf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 1605102a.ad1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 lI 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 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 160S1028.odf Created by Independent Third Parry: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 1605102a.ad1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 If Lomanco 700 Series - NOA 16051028.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Parry: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.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 II NOA 1S-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 BM, SNCYt.I The state of Florida is an AA/EEO employer. Convriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement htips://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MAW MIAMI-DADS 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/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-083 l .07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY -A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING-, COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRJ Construction Materials Technologies LOM-013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/ l6/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/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 ma 700 SERILES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMIAMMADECOWM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERILES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMIAMMADECOWM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOF VENT QMIAMMI-DADECOUMNTY ffjdidit. 10 • ... ... . . u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 r DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMNDADECOUNW Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C IIi ..rr 3 -- 16.0?0 I 750-S SERIES LOUVERED ROOF VENT pi NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 1 1 27.251 1.5.3 s i i 23.40 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE a % ,., .,.. a i YlRtl NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-083 l .07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY --A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-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 l8" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe 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 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerP' 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 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT a.... DETAIL B , ... , v 750 SERIES LOUVERED ROOF VENT 91 cr- L_9 I --a— 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 i 15.33 DETAIL C 16.rM 750-S SERIES LOUVERED ROOF VENT 1•r-. 4:... ..YI•t. . I - 12 T NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D rt 11 JG 2 s_GG 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4, f I 01 NOA No.: 16-0510.28 MIAMIDADECOUfM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMa 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/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS ' Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail I %<" 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 "kerP' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMMADECOj Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 I DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 L ---- --- - - 700 SERIES LOUVERED ROOF VENT L ---- --- - - 700 SERIES LOUVERED ROOF VENT t I DETAIL B 750 SERIES LOUVERED ROOF VENT 9r a- A_9 I --w- 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 Fa MM ff-WrR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 11.00 J 16.00 I 750-S SERIES LOWERED ROOF VENT sm NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D 2.3.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE c l I I r4,1011 .r. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method CertlAcatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpa rrino@castcrete.com Craig Parrino cparrino@castcr-ete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced. as a Result of New Technology Certification Mark or Llsting Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Method 1 Option A 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products( FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 1110 C CAC NOA 17-0821.18.ndf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sacs rya:t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950-487-1824 The State of Florida Is an AA/EEG 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 850.487.1395. -Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If tfiey have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here. Product Approval Accepta:_ FM go FM MR E Credit Card Safe M IAM I•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 Miami, Florida 33175-2474 T (786) 315- 2590 F(786)315.2599 NOTICE OF ACCEPTANCE ( NOA) invw.miamidade.eov/econom_y Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOP1;: 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 Nam i 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 light 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: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 411, 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 Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maa kar, P.E., M.S. Mai Aou3 courrry U NOA Date: 09/ 11/ 2.18 F.11... 0 1 %' ' Expiration Date: 09l11CL018 Approval Date: 09/ 28/2017 09 12 8/ 71/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.D. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by CIvIstopher 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 System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Systems Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., datedAlm-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, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. 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 Mianti-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. C-Aeliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We 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 Cost -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 Regulator y 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., certping compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic ,Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. 4akar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 94,MT. 4W,S.® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS rmc 'r TYPE 'A"-MPF l'. 71 • .'ll. 1 ` yis rlrl/j tlG1 l/Er iVL11fEL11 4"' SOLID LINTEL DATA TARLE IT,Vir 141- E19[L lFL lriC•SilNa'r9 r0 nml l!L' 1! ! titer, f01ii rralen>rc IE f J i1LSr G i rCS lf11J1.J r mcEdLuxia'L^ Ucnm 6" PRECAST U-LINTEL DATA TABLE CrT fCarII—I rrhiL'[lcCavLlrj=AF7-IlU rrCSMVLr<ttamArrurv- acr r_n— r-TTVMLarlDom{ l::RE-1-1'.I CflIJvcZ73u CC_i rJLrt1 r2"rrrlw-luru- rIvi"1.1r Wry.-I"Ml< l scrnmr r Jrar vlTrnlr2r7nLrrrzrvrrzrmrevo rruR_T1"rg"., rrsarT-r rrvrn rTai rr71 rYr reD,.., rr rrcr L er Ar tn rrf[!Lrr?1a 7reL' f LC 1 rT-1 E?'1 fmL'7r:R111 r:Lf:=: rra7 11TSar O r t2l:.! rrira rz.7 0 rrMAVC11E-1frly rr2-2KTrTi®ram IIFrvr I I= w t 7rasO rr2,'zzl'.lf "er31O Fi85i CT:zI®r1J?I D]C]irF1'_.''.IIFl-1r!i'31 t7 Cv76F{ -lf Y/Y"1 1: Fri••YiY f:I'ii+."• t11 h, .it'.fir+:L11:1.f{••I,,s., rcvr rr_,I at`rFa '!`lrsocsavral:!.Ir»s ntlrt, elcrrs relerrs:a LUMFI-i- IGJMvrzl_er_._r•urLNMLMrarrncr.dar• •D r•ra "'[S VGI:J[Lital:rL7R>• Fcrra r - j11 rne a.n:rlr{fSlr L'rrOD t. rr_arr-A rJ_+'i rT :llat•-!/r i Ut «r'+n 7ma-rrari^.tf:7• r--gNrIfflArmlc rsi r ar:'._• reswm o Mr r wu= Q7QIYmm Q mono to "Mmv p1+ a 1 Q Imxmr DQ IIrr1 YallQl CeDYDr au-amrt mq L MWOM N I= rp+ to ant YI91 14 11. r. P ffY a +ana..mu=, . ® a On a{Iw - 1... A am 10 AM GM \ MW DK =a rAm v a m. MM YC tauo Datum L m+oaR slialm h - K.. ra 1m{ m . a m Am a mma rrm{ as m v DM Loa= Q ara ru moor - 1.. v raigr L= h Ib tM 1u / as I=r M - . IWm DQ Umloll® a.I aWa9a r1a am a a.m. a K CK aQ M Qa{ ro K nM 1m a10 f MDDm am{ aal m11. W . M. 1. DW {ima. a7a Marr.b fM MO PAOD=RT.VWM Q ucDMplyimIIvRD IIq FIMi G CEN a _c Z Ig MMUCCWIrRD Ua. myl,r.1;m11rrPwul+ 0.4 r / s aalmroaan o 03 y Ls1Im.D11. 1 8 P/wRINo rrrr••,OR1Q G`a SMCRM 411Y ,ONALV. O Fl L PRECAST AND PRESTRESSED LINTEL DETAILS fi r i It p roa da•aI AMd . 00D400Dfcp•d • pd id, a e90 asaa.b onp2 (O-_ IM p1 p0 N9i ad8n®•oelc 11ahi I S OOctw -70D aawly pat ASW 070 W. L a S 2) A mb bd bMu End 41 mbbz n 4 bib a mbd aaLq• pyg Mat bads dBtebby N bEN b 9r• 9 I/2 bd.>L S) PM" 101 MWW a•d aN E.od jdab. 4)us a>u• Q m bfcdupgW pru gmrt R* XGM Icr d t/Eads4n + 1440 I.eH • IyD dI 142EDE 9) N Idob sad ar aord 3T ddba77bn FamO22rmhrcmdL/Ifie U Sam16to CMA Gom ms6q W FbN• BOB" 0 Om OW Bibb a mpod• •ICI 1' aa64 I W to b bdabd / 4• iame*@ 1,01"d d 9• Ipiaomd o weaddE habd/w/abm0ad dxvwMtdd soot amd/ Q W o"NIU d 9) Or daolow .r/ aabda woobstad bads bom Or Wo food teen b/ dmodo9y lmdaum ,.AW a•.amt t.d A d d•a.q Gam, W M rood a 12- mbeoW Wanal gaff l stra w a 0• ar* b WwdqIS) lLedcla.abe. d idd. iala0ed b adaMt 9a0 dd Ira• o aodi:q d daaw d b aas,tid r• a191, t:0f9 cOAa,d ma0.96 14) Ibbb afar u i. oaf. d ar _ry01) Mroobs va0m1 Me/ + *" Md-M bd S Le w Sao ra,/ad bd SObda.41 bd IS) Fs m opWa kb1 b yW AA draw m. d. bN 6om odd bw b A aaaln• is) Fbr Ldd k0hp mI drm, bo eb bd I o amd kV.L kWh abmn M We bade ao• a.p.la9ed do." kw. IS) Sd• bads bud a xbW dads amob pr AD SM ad AD 31L 19) NOWedimd b a0 ImE6 abwa Ur hhl Sr dnlrbWoe l. r•'S. SEE SAFE EAI M1. LOAD MIM FOR LOAD M W FOR E" ADDIIlOWLL w REDIFDOlaf (R4111) 4t %i 1^• 1/ 2' T>P ow. 1) 5 Rag4R FOR O' EIMS i1 jS FO84E FOR If UNW 40 or GM SAFE LOADS FOR 4" SOLID LINTELS 101 n4rr• GRAVITY TYPE LENGTH 4S8 3'— e (421 PRECAST 1180 4'- V (481 PRECAST 959 4'- 6' (54') PREGM 789 5'- 10'(70' PRECAST 480 V— C (78") PRECAST 360 T- 6' (90) PRECAST 260 9'- 4- (112') PRECAST 156 1('— C(1267 PRECAST 116 12U8 Cps> tiCRtfr UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42) PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 258 5'- 10'(700 PRECAST 407 148 6'- 6' (78') PRECAST 366 118 7'- 8' (901 PRECAST 280 87 7- 4' (1121 PRECAST 187 55 10'- 6-(126') PRECAST 152 43 12F8 12F12 12F18 10) NA - IEd hlad w v ... =•,+tea ,, n. 11) NIE.m Sa10 06M Iabr to be I mtd d W 1,001 of W MW cut- i: c.•.:.. arc. PRODUCE RBVISBD BUB 6FB 8F12 6F16 au am,ptffi earllblbn F"aAab J,'.•* ;1 •.'', . Y'' L •,: Cbadwo 24. RVUVW i•7 a• .: Lj. • . TYPE DEMGNA110N , ••'-ti•'" n• sub aml asulp /off-a,/am 85 • • • • yi y';, _>: .t sL,%;, j:•t•.r.;.y C44a4 a•!A i S ~err • .N 4aa: 12fl6-28/2T '` .:•s s• '""' ° .n I_ s . asrmmJaara •`, OnW. • 0[ /D•Nm1 • ...,': 1.•:/ A?Ji S: ,•::i ilia• 14a® aaa.r0®! ..i : 'i t.*:}ahi •r. r"• aL •.. •y!`E.yy'ri•S:+w r. Z... i 1• vr am • r+r r ' ••;• i'•T. v a,S :•:y'ri•i C{i. o y- _• y 0 • 12F28 12F24 12F20 4.+ L• fljtlaa CIaW '.t: f * PRODUCFRDVISIiD aa r.aaaoaas rwm ,_' 'L• f,i ST7 •*C 10WIDI14aDR1N Oao Plaald IS • • • • • • • • • ' , CC i H•pi CP mw Dela• 0 O `8 12IWOMTABIN .- r(j 6F32 6F28 GF24 6F20 +4++ /0%Ygt E JG? q N s aaa HIGEMMI. NAan j •aa,, o aWN CAST— CRETE 4", &" & 12" LINTEL SAFE LOAD TABLES l 01'a y . MAIUIe ot>a•s a am m la u90u9 mlmsweutsv r'.M M14 0=0 9f: QW Fd1LID• Fl - XM a 402 MM HL W1112 SHW I OF 7 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4-A94-9, SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U0 I US-18 6F12-18 06-18 WA-1B 024-18 WA-10 6F32-10 3'-C (427 PRECAST 2332 2678 3892 5050 6148 7227 B297 9357 4'-0' (481 PRECAST 2025 2313 3892 5060 6146 7227 W. 9367 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(70) PRECAST ' 1067 126D 2196 3557 5734 7227 8297 8226 6'-8' (781 PRECAST 949 1D78 183I 2850 4328 6737 B297 9357 7--0' (901 PRECAST 779 883 1459 218E 3151 4524 66% 9357 9'-4' (1121 PRECAST 584 660 1058 I523 2064 2705 3731 5017 10'-6"(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4'(136' PRECAST 457 513 805 1133 1507 1 1052 12492 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2238 Is-e(lsn PRECAST 373 417 646 50 1170 1485 IB52 r— 14'-0'(1651 PRECAST 351 392 605 835 1087 1373 1703 17'-4'(2081 PRECAST N.R. 299 455 620 794 285 11198 1437 n THE NUMBERS IN PARENThIE51S ARE PEMEW REDUCTIONS FOR GRADE 40 FlELD ADDED RMAR. SEE GENERAL NOTE N0 4 SEE GENERAL NOTES - SHEET 1 OF 3 iVii," SAFELATERALLOADS eno rs UDcrA T t u WM e 4""*"m SAFELOAD PLF LENGTH TYPE 6U8 8F8 RCMU Y-6' (421 PRECAST 587 low 596 4'-0' (481 PRECAST 487 787 445 4'-8' (541 PIE= 416 609 344 5'-10'(70') PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 W-4' (112' PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(136) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 PRECAST 117 223 35 14'-0'(1GBJPRECAST 111 202 32 17'-4'(208 PRESIR155FD N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U-UNTELS 4CM0.4m a SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6E8-1T 912-116F16-17 6F20-1T U24-IT 6F28-11 IT 3'-6' (42') PRECAST 1412 2074 2715 M56 3997 4638 5279 4'-0' (451 PRECAST 1225 IBM 2357 2913 3470 4027 4583 4'-6' (541 PRECAST IOB3 1592 2084 2577 3069 3562 4055 5'-IV(7D7 PRECAST 831 1222 16M 1979 2357 2736 3114 8'-8' (761 PRECAST 723 1097 1437 1777 2117 2457 2797 7'- r (901 PRECAST 648 863. 1249 1544 M 1840 j 2135 2431 9'-4' (1127 PRECISE 575 571 980 1252 1492 1732 1972 10-6'(128')PRECAST SU 462 787 1121 133 1551 1706 11'-4'(1361 PRECAST 474 404 885 985 1213 1442 1645 127-T (1441 PRECAST 454 36700 619 888 1023 1299 1505 IY-4-(1601 PRECAST 402 308 5181. 736 206 1076 1247 14--e(1681 PRECAST 368 2a5.i 475 j On 832 QfD_j 1145 17--4'(2081 PRECAST 253 208 j 33D j 476 585 ral 693 BO3 THE NUMBERS IN PARMESIS ARE PERCENT REDUCIONS FDR GRADE 40 FIELD ADDED REBAR. SEE CMERAI NOTE N0 4 WG PARHDIO T324 CR 579 NEKF4. 93584 PRODUCPRBVISTia 0 omgJyiop -d4 da PLnida 8audiagOndaArtyuKe 21, jg D1i / 8 eyWNW a PRODULTROMSD amRvvW*-,oiwa 140 F7aim vttxi°eMO.o7 cimow naa.• ILREM-ND.40758 m-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD T 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 "'4—M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12T8-2D IV -M t2n6 I2120-28 12R4-26 ITA-20 1ZF37-29 3'-6' (421 PRECAST 3428 5000 5838 7819 9352 11060 12755 14436 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 1443E 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(70') PRECAST 1612 2320 3218 5234 8437 11060 12755 1 V-6' (78' PRECAST 130 INS 2879 14196 6421 10032 112755 t 7'-6' (SDI PRECAST 1138 11628 2131 3218 4676 6756 19763 0524, 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 10'-8'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5 332 It'-4-(1361 PRECAST 618 945 1162 1649 2216 2893 3719 47 12'-0"(144' PRECAST 458 878 1073 1513 2020 2517 3333 4206 13'-4-(160' PRECAST 359 767 926 1294 1709 2188 2743 34M 14'-O'(IW) PRECAST 321 720 865 1204 1554 2017 2451 3106 17'-4'(2087 PRECAST NR 451p 631 Bet 1141 1428 1750421 19W(232) PRECAST R.R. 343 477 700 925 1152 1380 t609 LUAUIF IDA — G SAFE LOAD PLF LENGTH TYP 12US 12FB RCMU Y-r (42' PRECAST 1295 4641 39 4'-0' (4n PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(70') PRECAST 681 2547 155 8'-8' (781 PRECAST 579 2187 1 7-B' (90r) PRECAST 474 1 1771 91 9'-4' (1121 PRECAST 355 1328 58 10'-6'(1267 PRECAST 306 1143 454py 1 t'-4' (136') PRECAST 278 1041 38 12'-V (i44j PRECAST 200 971 34,% 13'-4'(1SDI PRECAST 229 657 27 W-V(IW) PRECAST 216 809 251 17'-4'(2W) PRESTRESSED N.R. 633,j 16 19'-e(232') PRESTRESSED N.R. 534J 130 U) BO mom m IN PA oMma ASS Fumy maim 5 FUR xc ur+,rm nulc lu OM 40 F4I1D MM RONR. SM OFIM R01E M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS !2' PRECAST SAFE ' LOADS CA87 xd2" RECESS DOORR U411 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R06 12010- t7814- t2Yn IlIf22- I1Rf28 2AFJ0 4'-4' (521 PRECAST 2538 6468 7584 9640 11669 13M ISM V-6" (541 PRECAST 2312 5468 7584 9640 II669 13M ISM 5'-8' (Sn PRECAST 13473555r1203 Bb95 9640 1168 13619 1561 5'-10'(701 PRECAST 269 3361 5954 9356 I1669 13679 158 8'-6' (8n PRECAST 924 2633 4415 6884 1 12573t,148 7'-8' (901 PRECAST 703 2157 3494 5259 1 7922 9 113 9'-8' (1161 PRECAST 389 1 843 1 1451 j 2151 1 32D3 d 4427,j 5417 6380 I) 116 OEM 91 PAM,)MZ ARE POtNIF R®OC1 3 Foot 12 M 0 FOB AMID MBAR SEE G MIL NNE RS 4 . 4'-4• (52' PRECAST 4'-6'.(541 PRECAST 5'-8' (6el PRECAST 51-10'(701 PRECAST V-8' (SDI PRECAST 7'- a (90I PRLTiAST 91-8• (118l PRECAST PRODUCT Ravmw m,m Br !8 SEE GENERAL NOTES - SHEET 1 OF 3 MO4Etlt AR l2=f1_ SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4 -0.0"em SAFE LOAD -POUNDS PER EARFOOT LENGTH TMPE 12F8-21 12F12-2T I2FI8-2117F1D-2T 12F24-11 IM-21 IN31-21 3'- 6' (421 PRECAST 2752 4287 5613 6938 8284 9589 10915 4'- 0' (48) PRECAST 2380 3721 4672 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 331 4310 5328 047 7365 8354 5'- IO'(71f) PRECAST 1823 2527 3310 on 4815 562 6441 S'- 6' (781 PRECAST 1444 22 2972J 3675 4378 5081 5784 i- 6' (90' PRECAST 1257W 1767 319 3806 407W 5028 9'- 4- (1121 PRECAST IMMB 1171.2DWJ 2590,j 3WW 3WQ 4079 10'- 8'(M PRECAST 920 947 1612A 2281 2764 32D9 3853 11'- 4'(136) PRECAST 856 829 1404 1982 2441 29D2,3304 tY- O'(144' PRECAST 014 753 1269 1788 2201 2616 3032 1S- 4-(160? PRECAST 678 633 1057 1485 Mop 2169 251 14'- U'(168') PRECAST 622 566 074 1365 167E 1293 23p9 1T- 4'(2081 PRECAST 434 427 695 964 1182 140 16M 19'- i'(2321 PRE=T 366 370 693 e17 1002.Jt187 1372 n ME WE= IN RIR MWZ A¢ WROF10 R UM= FOR 4810E 40 F10D MIMI MIA SEE Go"A Nox m 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 444 61116NR I SAFE LOAD -POUNDS PER LINEAR FOOT 3692 25 4'-4' (5n PRECAST 1626 2M 3748 4808 5867 6928 7989 3458 2417 4'-8' (54' PRECAST 198 2582 3602 4623 5643 6664 7654 2236 1 5'-e' (68') PRECAST 1210 2042 2850 3658 4466 5273 6081 2129 155 T-10•(7DI PRECAST 1173 1984 2769 3553 43M 5123 5908 1716 117 6'-8' (801 PRECAST 1020 15M 2426 3114 3802 4482 5117 1438 914P4 7 -6' (90' PRECAST 904 1226 2163 2776 3390 4003 4617 10114. F' 9r8' (116PRECAST 1 703,,4 771,11144 21811 2663 3145 3828 MAMM IN PAAERi M ARE POWs R970CM FOR E N 3 ' 40 ROD AM RMUL Sit DFtM NME M 4 447 P cenplyrRVISED on DnFlaAdeWihasyU., ,1/ P'• CRNOPARRfP1D 1p1 awAneAb o/o .03 4'+ R p` 63241X4579 a 39594 44.4, 1i.. P.E7 A1D.40T56 mwCAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES nu IDDD Ww- -u m m on Am4u mom I sGtD Aux MIAMI•DADE MTAMI-DADE COUNTY mmm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIt) It 905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 31S-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hutricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 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 Iogo. 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. LIAR"= NOA No. 17-0821.19 Expiration Date: 05/21/2022 oq Approval Date: 09/28/2017 Zgl2o / Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drmt,ing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 off, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS L 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. Hamm% 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 #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill CertfiedInspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Cerhf ed Inspection Report #84M19.805 dated 03106/96 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-A,120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-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 lklanual 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 f exural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09t28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBM WED 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. eLny 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 012-0209.13 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. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER I. 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 10odels, total of (8) concrete lintel specimens, per ASTME-529-94 prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By h iami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. eimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/2V2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 9,4 d' wz'z e1iny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/29/2017 E-6 l. AL HIGH STRENGTH PRECAST r CONCRETEPRESTRESSED y .,o.;--'; ••'. {C`: i,^,.. ..'.i:Y' - }. { 1.1 LTIRRUPSR STIRR_ U AILS PRESTRESSED MUM k_. I I I, .!I II Z7 ril•Ft,1S il ey.i i t . t aa.r• i,l . : a_..y It t.1 Y3L AY eli:till:1;IWSf.Ira(•1;1 7 CL•S1W 6if1 3I30Y1.n.r7 iJC]i tlLS!'`7 i Q lT-r u r:])Zl f1 F7 f 7£il<.:.11 L>• E7LLEL..! 7 f I]Q C 1Q f Eli 0 M 17,13 7 MM====Mi craimcm 9ft7Q•' M2M A" PRMAST W / 2" RECESS DOOR U—LINTEL DATA TABLE L!•L:u illti,2`y ri`f11 1-'(•,1:1li•l 11 1I• YI1Yi .i!if1t Y Y f7i i,•{ At C C fI't1_7.J•`II.V,'.••FI"'3.ilCL: iF i[lC]IIff.t7 iJL.L._..lr4'v t/tI,L:JC]C:r C/4V uc.ri nc rr!=tfr raiu:..irrs rr>,,r ir clv Msr-,rr." IL.LMI aRti r- nar:+r>,o rf lrrcu eu r c:.^,srrl.r,e e;Aly W11:I1•; :11 i1A 1 Il dI:1 i1. 5EM KEE rsc Illilraa:[1C 11vAm *,1rr31rerrso 7AL1(ttaliL'1T 1;-'.11 FJG C/ttLyJl]Cifa li f;'>• L i[•T;•7 i'ff:1L•=Llfir;'"F7LI.C'.DC iirJLlft1• i'd7 1EJT. IF"M '' i."tf'il:/4ti11 rlffo Tm r - I nrjarl: nr eswnp: rravrrnl©rn-n rz•r la rrsaarvarn masrrv!mrt:tirlL MmAr ml-D IM ,o m, r rct av,srsmcu r r-rulear alo rrt r r a tsu7 r: i Ia razz! ya rtzr r a rC".7 [71F7! r1>:y-r 1 FJalYrt]. ..7 fF1d F Qy m L AF MM*S" t/a W ALAI AW01 N ri /. MM m TM 1 w .n 410 t1 out out S/ Aalt At15011/ WK am= tf ODY p Kam ;,Mvr. vmauuoaimlop-WALM rmatrSao an w m Gm M V"AtSMA= AM A414 M of t' AA 71Q 16 W4at 111®oa. f. " "" 00 M r 1®Ymt w cm mm man S Immn IaaWm lmnr r.. bo0 19 ml Alt :Aml um WmAST "WWI IIIrA/. • SJ /OSw or ottrtpmu Aa0 rt3 Am3. OruA r alr® Ia ck I7o S Ir• 4W " W mW>Rt Iw Z usm U uWtoMtoUnutlnfAmCM4S1A'lrlDv IIDltartD to raltr L4@o AMS W 13m lib ENap• '+, tna0vcrucvla9 ca dr•loa9167b" yJ o 03, 1MORMTxk: w 2Art FLP.E.Ur.d0.4M CAST—CRETE 8" LINTEL FABRICATION DETAILS of RACr r_oevt•ry 1 n3nR MR A• PRECAST R PRESTRESSm U.11MELa 4 lno' SAFELOAD-POUNDSPERLWEARFOOT TYPE tE146T11 am va•ae na-n ant- a wu-a en" enl~te alto oe arr>`to ami-ft etshle t" eria-fe V.4z-m atu-11 Y4 4 PRECAST 2231 me sit 9163 aw a64 JISM 10WI X&I 4m0 nLl 750 ee74 Imes Ilse 4'-0' (4B'} PRECl4T 1966 511 MI 31211 4a0 aaf 7014 097 2611 4a61 BID 75n 1374 Ima4 llm 4-6• (547' PIi 4Sr 1699 11:9 DID 2311 3753 45A 54W a2M 2,6 4373 e10 760 0572 10094 floe 5-4' (64l PRECAST 1217 RN tam 3a0 5m5 750 7347 IM 5^lo'()G PRr7XSf 1D 1103 Ins 1 lei 1 2156 250 30111 1461 2 1 4M 1 716414list 601 d-6- (781 ME= 91118 1236 tin 3M 1 3D3) 37a7 43m 5011 u3e 21" sw Sul am 1 em 97-6" PAI:CAS7 7,Lj 1011 17D 220 IUS 3191 30 mil 1721 2al uu bat am 04h 9' 4' (112 PAfTAST iM Ilm 1623 291 31U 2819 33m 762 1245 150 2S 4 34a mm aa5 10-6"(126 PRECAST 475 an m IM7 me 27m 21m 26M au I= IM 20113 1 M43w4751 11'-4 (1367 PRECAST 362 mat 13m law tom 3tv Im 652 10 1308 1316 110 3127 4000 I2!-e(1441 PRECAST 337 S0 673 W4 Im 2.153 uos 30 540 93 1254 11154 2193 211115 3652 13-4•(1Sin PREWI 206 I Its 1078 142e IBM 2316 M 47t 755 IM_ 1421 Nu 1312 3 14'- 0. 1687 PRECAST g 424 70 II07 N21 107 ttv 2me 442 706 1 1002 I= 1607 2327 WO 1 4'-0' 17 PRE4TRESSID N R III 1w 1a No 1a Ke 45a 7m ttl0 Nm 2245 2517 Vt2 15'- 4'Ue}PRESIRESSED NR. m m Na wt N6 rot 4w 710 1250 IM 2 5 0 Dt3 r7'- d (2091 PRESfRESSID N8, I9 ILL a qt its 1a M 300 50 410 I= lag lea no Orr- C(23Y)PRESTR= NR. m 67t to in m DS 42D 7m ION IIe2 Isis 1711 in 21'- i'(Z56 PNI31Rf NR. MR 16D 310 m a0 11114 1]S! Ha 2r 4Y(26n PRFSIRF3 0 Ng Iu wt la tal mi la 3N I 7M tow lams N 1a/ 24- 0'(2lIn PRESIMMED U. I i Na to IA 12, a 450 1.24 a4 at 12a SAMLATERALLOADSFOR SAFE LFOAD Lamm TYPE BUB 8F8 SIC, 3'- e (w). Pmmr I o25 1024 I IBM 4'- 0' (40) PRMWr 705 1 763 1309 4 - 6' •(54j PRECAST 692 1 591 1073 5'- 4' (64) PRECAST 411 411 745 V- 101(7D•) PRECAST 340 1 339 616 5- 6' (761 PREOW 507 721 490 T- 6' (W) PRECAST 424 534 363 V- 4- (1121 PWAST 326 • 512 230 1C- 6'(129r)PREM 286 401 180 11'- 4 (136) PREGSi 260 452 154 It- O'(144jPREGI'T244 402 137 13'- 4•n601PRECAST 217 324 110 14- 0'(166'PAEtl3T 20,5 293 100 14' 6'(176 PRESDiE1S9I N.R 284 91 1b'- 4'(164' PRFSTI4£53fD N.R. 259 83 17'- 4'VOW) PAES NEW N.R. 194 64 1V- 4'(23n PRESIREM N.R. 14a 62 21'- 4'(25r) PRES1REM N.R. 125 42 22'- 0'(2641PRE51RESSED N.R. 11e 40 Ze- eOW) PRE5T MED N.R. 91 33 RACE I lot I= 1 nAnR FnR A- PRBCABTA PRESTRESSED I1-1-INTL19 4RSr-01m SAFE LOAD - POUNDS PER LWBAR FOOT 1YPL LF. NOTN sleE It 1ra-D ei z 912-21 no-tt ne-xl tT aF" ON - IT a:r n 921-rt 025-9 M-,T ersyu 7- 0' ( 42 PREGSf Na 2R5 4394 San AM 7m1 11n nis 3574 4394 SM 6 32 70D1 4-0' ( 46•) PAECAS7 130 2303 i0i0 m16 BE Iw 21tp 3M0 MIS 4S7e sm 4.. (u.) PRECAST 1707 2M 2X? 3375 4ow wt1 637e 12a1 2M DOD 3315 400 1711 9 5-4' ( 64 PR9 ST 1018 n xve 2m MIS M6 450 laa 1713 1M 3ma M99 no 46a 5-10'( 70 PREGISI tm 26a3 33w 3620 4%M PA m1 15w 300 J,M V-e' ( 781 PRECAST 1 I 3 ms iw 3n 9m 3251 mt 7'' (D0 PRECAST m I tax 2w te07 3IMrA 7D 122L Ia4 3 24M t® 9'-4' ( 1127 PRIMPS al IIu 1474 1110 2167 wnd at 181 I3 a 1e0 u0 2m 2sw t9'-I' 1 (12nPRMW1 1% Otte 14911 17311 2011 m/ 1 05 1 INDI 1471 I 170 2311 11'-636) PRLTA51 604 111111t. MVe 1513 115301 401 1 am 1 1042M Imm lea 18% 21A 12'-0'( 144 PRECAST 476 4% 124 ma It 13a I5R 471 BIG 90m 1302 let 2075 1 PRETAST d/ AllUS aa7 7a S4 1143 O3U 421. 17D 711) 1 I%S9 U N 1 t 14-0' { 16e7PIiBCAST 38t Sw 714 W 1051 Do 410 425 m m. 10m I35! lot Iml 14 {176 I'MUSSEO to tit 3xu6 m0 1m Id OWN Dal Iseld wa ISIe 1u1 IT31 1S'- i'( 1847 PRLi1RESgD 24 ISO 313MillaN 4a SWU w 7W 1 117 14a 104 1 17- 4'( 2061Pf8SDES5TD 1w in tm me 40S W cd 1 740 ae t 730 1271 03 191-4'( 247 PRESI 112 In Ulmd 203 34& fd4 49 J so NT 141bal 1w lost w w PI SIRESSEO 142 14t 201 02 3" 373 3n 537 4m 7! 1 SOS 90S ESS ON 2Z- O'( 2041 I'MMIESSED 137 I3) 17 xal Jla 513 art 1a as Ca all al 24'- 0'( 289') PRiSTAESSED 124 1M 17Dmt w xt 40 Ill as r 757 w w6 n 7K NU1IB05 IN PARMIES15 ARE PUMI RMUMONS FOR ORADE 40 ' SEE G]irAAl NOTE K 18 ON SIM 3 OF 3. (1) 1 REU) ADDED RMAIL SEE G7IDtAl NOTE NQ 4 ON SIM 3 OF 3 4 IAODt7 R d+ PRODUCTt4AOM llb 4MDthertbtlnanw61od0e :+, C I& V Ze2 2 `e2~ EVW- MMLNOTES - SHEET 3 OF 3 CbtalN b AKL rLMAXI I¢IKAi111AW Ra[ WMA W CD6RAL NOIE Na 4 ON SHEE1 3 OF 3. CRAMPAfiFlINO 6940679 SEFRIER. R. &% M rs.1: ItH1 61 a Ix,7 1 1?Aff- I•, IHCaa4•ia1QSfidl;lltiCIQ 11-iaYll:1L:R z`'> 1 FABRICATIONDETAILS r,na t t;Iy;w:la n.;rH;:srl:tm:1:s'rJ,'p'=:'.- ` !w'if ;a;'i:(' o IN: BI.t'IY?Rt'Ul v'AYYIH:f ` -L,T F.11tl91eiiaa: 7\;Iw96VU1:'YI YAlit SAPP [:RAVnV LOADS FOR 6^ PRECASTw12• RECESS DDDR U-LINTELS S..44:M SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENfsTiF 8RU6 6" NSO-M LAFI e{Fte d aFL 6o MOD-01 me-Ie wo-te WWI I1-I on- onf-1/ 6 t 4-4' ($27 PRErASi tE35 IMO 3364 32e0 4310 642t Ewe 7m 1e71 6206 600 ID60 647E 10693 4'-A' (541 PRMAST 1494 Isos 261a 4767690smmeao tow 5' 8' (86' PREOASi 620 1770 I79e 2217E Id3O 3402 JOn u47 24M I- eo 7017 63U 10-(707 T'RECIST 810 1653 1600 2124 2610 3174 370D IM 2342 4242 n33 7 mA1od 6 -8' (BD 1 1i,ST 797 0ol 1625 3120 6016 747 ww Om te•D 3120 604e 7015 ONO 7 -6' (90' PREiJ1Si 868 79 460 20 3"1 FDO1460A1424 3776 S7 MAN98' (1167PRECAST Ott ISIO M3 3129 4021 6te 6L1 150e 22ss 31?1 41m 6091 SAFELATFRALLOADSFOR A-enersR.d *- Drf!RAA hhf1A ItA DYMI A SAFE LOAD PLF LENGTH TYPE BRUS 8RF6 RCMU V-41 (52' PRECAST 758 757 1164 4--6' (541 PREGW 694 693 1073 5-V (887 M AST 408 407 655 5'-10' (701 PIVAST 382 381 616 V-e (8cr) PRMm 595 j 788 1 464 7-8' (901 PRMhST 609 674 363 9--e (116) PREOIST 370 490 2114 SAFE UPLIFT LOADS FOR 9" PRECAST V] 2• RECESS DOOR U•LN InS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Wb-li w- eAP1/- e-1 t MF21- eFlo-rt UVe-2F a 1i614-2 elote- Un2- 6eP22- 4'-. PRECAST fl6e 23Q 3056 3751 4413 61W 605 t6Q te62 3056 3751 4445 6140 4-C (841 PREfA`TT eN 2PA 2639 3107 4D5 4115 OR 2 26>0 36Q1 42)J 4443 5„ f PREFAlT me lO7 2m tmt 3312 3911 6n O7 23te 2154 Mn 3211 5-10'(7 PRETiISf 655 to 461:1 2259 27" 0 27e2• f PflE;;alSf 70 IM 2p6 2Vl 3320••' S70 o 1260 im 21R0 313 7--e (90") PRECAST 6M 170 2160 25O a 606 64 1765 2160 21m 9--6' (116.) PRMW 64 I2it es9 tleo 335 m 13e6 2016 Iml J) THE NIRIRRS N PARENIHESS ARE PERCENT REDIICTRRE FOR CRAVE 40 • SEE CEM11M 18 J) THE MIND= IN PARDNHM ARE PERCE}R REDUCTIONS FOR ORAOE 40 FED AWED REM. SEE CFNM NDTE NO. 4 MLD ADDED REM. SEE GENM NOTE NO. 4 s If "I - IOOD PI IO Irn m 6-I/I bet a 0. e04 r atise4or aroma TYPE DESIGNATION F - mo 1® am 0 - tunam mm? 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X. tlill Faa91rD Ifa4af ram• gut. •01 low mar r r Sa .me6bd11t7J1yW dy Q»ut. y7lOmtlCC1tE34ZVFDt Gh s= 166L11 . 1 IM6L O-OOp a ib IbC f101irM J1- yp• 1y? f• " i- 1 Q 9r• IISI Odlb a rgtYfA .4cppma -022 1i m-1500pd f 1 a, t. 7) ft 17 r6« mq 6. •6d1.l•d Ir W )S nbm 15 6lM6 a 00IIPA o umt, t21N1Y h MlgNff/dr dbrdi..i Md .d .el• 0% m wa wd D7 SIX S1fE LAM 1MD r . rtr'• PAOWC7ulyA« y O. dares «dbb at_MW bob ho w We w r1b. e7 i y dAYll momtd ad Ao d d•'a4 Irr- Oe C! tmd r.: WID FOR 101 0 RALW10 IEOiD 001 ER IT) 2 . E • DdmMON • RIIYIS virL,fa dam' il*V IIa I 1 llOmlq ummEeAm.(sd t 10) eR - Rd bid d W Sbtd 6R®l/LTRF246WOL •'',' PIRI. : DeRu066kd. o7 000 44 M o _ 7 _ 2 •eteOplMv 1.t101 f, iM71d0IDMomIdtadld'Ibt m k bm1d d 0- Odra -i0F I alt TIP r j5 RF9AR 17dsDdWAp440or0R6DN- b- A 4T. *Prua e.<tlR1 gF,II.' ND lComw oZ CRMGFN FNO hd p' b 83HCR879 y. DER R. "554 r IIVr'—1YL7h]t— 114• 7{Be;li;7.1;1_•Iktiltl:/lIr11C h3(w {lYdii 5:7>i67C7Si 1,IYYI. fYGi_ , VVq III('.Lfa'Yil:i.:Ii[4L-L/% fb/2 ° yIl- Mlpc-7171 Y, C It r• 1I Y1li7CTd Id 71;Ti7S.9l.1'.YDLYfkI .. . • ., •. . ,. ., 11 tIa:1S71Tdrn:L1 Tri I,.1'M:2N>I:If:!_I :1 '14'11 -;:—I.d.AY/A/• ImEfflim M IAM I-DADE MIAMI-DADS COUNTYoaffimPRODUCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION K=l, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.my/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 AH7 (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 AHT 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 ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MERIMML rut t nnt: cotmTM NOA No.17-0821.I8 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 OglZB/Ze/ Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Poi--rino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4' , 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103. signed and sealed by Christopher A. Hanson, 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 System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dode Cosenty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. V -, -, 8 d Z, zk n t::, elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Permitting, 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 of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Sectlou Supervisor NOA No.17-0821.18 Expiration Date: 09f11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources MR), 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 (REV. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. lielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 C^$T- ,® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE RUriGy iCniltlltLi:Slr. rua' , rat.aE7piyM r'Z 7iLlfrTrn•' fL3i a ILI>t J,:iJlt3i R"L 92MMKQX j SEMi= t;OCSi lrl1L ! 1 f 3 A" PRECAST U-LINTEL DATA TABLE tie L J:i.l J DCLr VtT_CTrI CLr:.t•L Lf Lt• t'CI l._7ff77r',L:.lrL"if7l:i^l rrv[nt>ru rarvn:,rara vn FC"ri r:%1 V1 axsa a. r.,,,.,Nararmt*, ra ao rrsaMaFara ma a u aIY1 Ir.vmFrit1[iiaT9 n r21 r IrE'r£W t7 atz7 rU rZ!ara-V11oaT' rFCi E1"Kim arFi irFsT2r'a I A rrzirreIt2+7rr.9 M.'iar7rzlR7 rrr'-,Inlra ac rru.: I Iar, Emwr.a,,,r, IF"n:yo rrcu mr Dc'irFlr r, ilFSroc-ar WK .r TYPE 'A'_O N u ytr Kr/' Va llaAlri iVCAelli r a aiva l'9 Liu. r i+:,n• .r yr: aini.`J --7C F;MVr ffM2r-M r"r+no s v oc;a rtu.tt:.a reams ratyv a't[ r?n au try.fa c cr_:atrartu...rrc•r vc:Ir ._rr rr. rSe.y rtv.rv.,.a: i r: a:y;nr rc s m I c , nn r r_.a c-.ar+surmtt+nra• Icar.+cr. rm cls rrvsr am rlmraarAc mmwm a nmmo. fW Ife9rcf Arrl°rAt a a i16'Im R CO/ra.rr Ut0 Ara GY.IW It 1trf. . G .a 41 omal'Oit IfIW ttlirar eD.wa °Amok 1. w.Oftlro 1R r r/M .LL AAff A.If7 H. /4 Aa A Ar3Af 4 .0"m .aaa. a A.° tf ao I..O! - Im to L VMMM SIMM r.. Y.. fa m ALL / 0m AIM U aW Id am w IF LR wa..ruf WAA m aRl U - f...r W 0=4 ff -.II. In Im. aW I.Oa. .mm - I. M. — .m11M0• -69 17JI111am I'm om L .a.I .M aW\ K 4W YL. o[ M I. K nIlal Iom OII. f $mom I= Qo c" d . AID U 9I91 Islas AIM .I1. 1.m1 FW 4471' 0 MA PRODUCr REwsCD Asa E0•• Q°OCL g CTds NrUh Oroflai G • Ac..PImW N°1 -o Zl./g MODUCTRGVISRD 0. 4 71 f r• y•'•* C 2PARFINO i O O R 1 OM CA 679 r mom C^ I PRECAST AND PRESTRESSED LINTEL DETAILS l' LLL 7 " Ij m nu Nucn rrsn a owol m mna wum ewo n mo- fan aram m S /A= rx I mO910 Will Nrd 1 Q t SQL t q pppfo4,1 d MidNGwoVA ar• oo a•Y mL ASt}I im •ttK ium at wwpwM• t Ooro pMMM fAOt u Ow a . s 1) a at• bd wwo Eaw m MWOM 1 leek t sLry. tasrvets o a'ti 6t11 6 bafrq t q e b701. @as1A- 3) P-M h• mwW hd o d hW )W" 4) % m ahw b p=hmb CFt W pwt•d aaaW for pwd> 40 Wt.ddd rma. J in + a114b1t01 In$ 10Itllpq 5)14 tmb oan ar aa.e tf-4 a 1.,. clueamcsclub ' or entail a t40 IM b'llodt is Vow • no11rd• •aRw) 6 s•cro, teo4a. a .rpllpo otl e) 91M Md Ibhb a nwhi 7) eto b. h.Ma ./ r A.,dws h aw w ub' td)awdlwmd lbm mob ampy mh w •w aftw o) w ewlpn• mq aohbto auadMial tt If= to ads bd btW I,/waoioropwfatmmamoyown4wmaratd-om raw w fa• d wyoml eattern. Lwb wo wtow-d" •tee °'9 aea 11* aft 10) TM atwb adwo •f um. to •dwkf •co dd hat ow•ep of ma• opptee bt •ih ltT1Y 0-I20 wobr aiam.0 a6q 14) w°wa°aewww. waaw ==r °> w aoerso .ar "4 4yaw + I + S to sd• 1eAMI r0dbd9d• 1wd 16) fa waigo:ll• mw b9glb al bom wa wd• tow hm1 oat low bw dem, 10) For 1dd wwft art d1aa, la, ab boa km mt tap tt kV% dew 11) s& bob m adwhmpsd doahb h•e• 1e) sot• W6 hood m aaeo•ot amw vbb Fm ACMO wd AC 31s IP) nbt eN ba Ad aemp' hob (RIL 4I%n U• t ke d&W* EW SEE SAFE UtEIK UYD TAIRM FOR LOAD RAIN FOR EACH t•;?'ey `{ 7^ tr''!.t 1rt RRJU. CD RS'EUNI/Y C R T1P t RM FOR 6' LWIS t i„ ; 2) IS REEAR FOR If UNIEIS CR40 or BR60 SAFE LOADS FOR 4" SOLID LINTELS CAST-Cpm GRAVITY TYPE LENGTH 4S8 Y-6• ( 421 PRECAST 1180 4'-0" ( 481 PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10'( 70' PRECAST 460 6'-8' ( 78') PRECAST 360 7'-6' ( SDI PRE= 260 9'-4' ( 1121 PRECAST 156 10'-6' ( 126r) PRECAST 116 12U8 Cgam UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'.-0' ( 481 PRECAST 597 320 4'-6' ( 54' PF AST 529 258 s-10' ( 7C0 PRECAST 407 148 6'-6' ( 78' PRECAST 306 118 7'-ti ( 900 PRECAST 280 87 9'-4- ( 1121 PRECAST 187 55 10'-6•( 12n PRECAST 152 43 12F8 12F12 12F16 10) RA _ 1b1 Rdd ^ •• 11) ban U tadd Ntw 10 he balsa d w WM Of w titm aa¢. •ry1S j• ` " ;t'-: 7"" MODUCrIlLOVI o BU8 6FB 6F12 61`16 ata•plrw M1m t116 P•ftet 1f•1`•1, ? k' Y~•"~• TWFDESIGNATION it F1u• rw•w/•_ maa 8r • • • • :>'. :.c_ rY •%;: w ;:;=•.•=fi:iy . ra0.Ravh OPN •Y • l R•••. ^ ''.'' .. ate 1 AltoM Q lfe6 9aa ._I ^7l••.• t, . „ •ti 12F16- 28/ 2T;`s,C:yi. ';; :..j:.; its .t,.!, > t:i,> somM:MJ I L.atmr;.yN y ,,;, ...a ^ ': % •w+; {• rv.••. tams WING 0111 N Rradf , ; oi• i T. '^r ' ..ice 1 ';' . +.+ IRgppplNOM if LIM• •^, .'1 is' tM"..?ii 1+w,t-,1, ••. `` .• ' 4 US :' i i% ':}1 Lia', •,,! . ,. iv • % 12F28 12F24 12F20 lull v mw .. 0t ; _ m m01wmi U a>'lnorra• f5 Ra:m a1 a u® t. A. rt' • D : 3T T y •' Oerla) p 0os t1 ajr ML.)tl10L° • • . • • • • • Sp T .• CRAIGPAARWO 81 i Do • ° n l8 6F32 SF28 6F24 6F20 •' 4s`S1 IYAL RSE Ek FL s'' Oct a — CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES GtHfM nr t1d111 0hso1s14 11A<>m a mum" suv Ats WE 0 4 Mauro a. cpn rt - dta 1t4 4ost reAtirm: FA Uali sloe 3 OF 3 SAFE GRAVITY LOADS FOR S" PRECAST LI-LNTELS c_m4 no SAFE LOAD - POUNDS PER ]LINEAR FOOT TYPE LENGTH 61E 98-19 6F12-18 6Fi6-10 6i20-18 6F14-19 6f78-1 6F32-10 3'-6' (421 PRECAST 2 2876 3692 5050 6148 7227 8297 1 7 4'-V (481 PRECAST 2025 2313 J892 5050 6146 7227 8297• 9357 4'-S' (541 PRECAST 1654 1887 3633 5050 0148 7227 8297 9357 5'-10'(701 PREOAST ' 1067 1260 2198 3557 5734 7227 M97 8225 6'-C (781 PRECAST 949 1078 1831 2850 4328 6A7 7 SW 7'-4- (901 PRECAST 779 883 1*9 2108 3151 4524 66M 9357 9'-4- (1121 PRECAST 584 SM 1056 1523 2084 2725 3731 5017 10'-6'(1261 PRECAST 503 568 895 1270 1706 2236 28M 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 280E 13'-4-(1SDI PRECASf M 417 646 895 1170 1485 1B52 2285 14'-0'(1681 PRECAST 351 392 505 835 1087 1373 I701 7 17'-4'(2051 PRECAST N.R.229 455 62D 794 988 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR SEE CENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 rJ SAFE LATERAL LOADS FAO A- oul:rART Ili IOTm R C,ffr4,,M SAFE LOAD PLF LENGTH TYPE 8U8 I BFB RCMU 3'-6- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8- (541 PAECAST 416 609t33445'-10'(701 PRECAST 300 3506'-6' 781 PREOAST 263 4967'-6- 901 PRECAST 222 367 9'-4- (1121 PRECAST 173 352 74 10'-6-(1261 PRECAST 151 276 58 11'-4-(1361 PRE= 139 3t1 49 12'-O(1441 PECST 131 27 44 T-4-(160') PRE AST 117 35 14'-d(168') PRECAST 111 202 32 17'-4' (208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS off"C_ A SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-tl 6M-tt 6F16-17 PW-tT 6F24-IT WJ-116M-1T 3'-8' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (01 PRECAST 1225 1S00 2357 2913 3470 4027 45M 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2738 3114 6'-0' (701 PRECAST 723 1 1097 Ill 1437N 1777 2117 2457 2797 7--8' (901 PRECAST 648 883, 1249 1544 t0 18401. 2135 w 2431 9'-4' (112") PRECAST 575 671 980 1252 1492 1732 1972 ID'-61(1281 PRECAST 514 462 787 1121 IN1551 1786 11'-4-(1361 PRE= 474 404.1885 985 0, 1213 1442 1645 12'-D-(144j PRECAST 454 38) 619 888 1093 1299 1509 13'-4'(160) PRECAST 402 300 00 516 738 90B 1078 1247 14'-O'(1681 PRECAST 363 255to 475 677 832 989 1145 17'-4-(2081 PRECAST 253 208 It 338 j 476 585 W3..I BOJ Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED IBM SEE CENDIAI. NOTE N0. 4 PRODI)CTRsvism a--MO vilA Alb Fk Mda Aae -w No - O 8 44 PRODL40T +SOD0 K0160 nWda 7 F R 1 ;• ' • CUB PARRLNO Arorpqft N. o 03.07 18 O VAI;•' calWROVILSSW4uu111'' FLPEUG-NO.4M CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4"T-41WIM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US t2w29 lV12-3 t2116- 1200-2i M-28 IN28-29 12F" 3'-6' {421 PRECAST 3428 5000 583E 7619 9352 11080 127Z 14438 4'-0' {481 PRECAST 2923 4232 58J8 7819 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7019 9352 11060 12755 14435 5'-10'(701 PRECAST 1612 23M 3218 5234 8487. 11060 12765 1441114 6'-6' (18' PRECAST 1383 1066 2879 4196 8421 10032 12755 1 7'-6' (9d) PRECAST 1136 1828 2131 3218 4678 8756 9763 1352$ 9'-4- (112' PRECAST 795 1216 1535 2230 3083 4187 5593 7 10'-0-(1261 PRECAST 614 1043 1295 1853 2516 3323 43M ss32 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0'(144' PRECAST 456 1 678 1073 1513 2020 2817 3333 4206 13'-4(160' PRECISE 359 767 928 1 1294 1709 2188 7743 3409 14'-0'(168") PRECAST 321 7204 865 1204 1584 2011 2451 3106 17'-4'(2081 PRECAST MR 4514 631 551 1141p 1428 1750 2102 19W(232) PRECAST 14R 343 477 700 926 1152 1380 1809 U) DE MAW M PA0MM ARE POCfM REIDAMM FOR Cf1ADE 40 P41D ACMD RMK SEE CMM WE Ra 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4 A>L7 400141 SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12N06 I 12AF6-2B rst0- ionwi 12ATI6- 11f671- 12026 IW 4'-4 (521 PRECAST 2638 2942 468 75M 9640 11669 13679 156M 4'-6' (541 PRECAST 2312 2740 5468 7584 MO 11669 13670 15679 5'-8' (681 PRECAST 1347 1841 35M 6395 9640 11669 13679 1587% V-10'(701 PRECAST 1259 176E 3351 5954 9358 11669 13679 15 6'-8- (801 PRECAST 924 4415 8864 1 1 14804 7'-6' (90' PRECAST 703 d143028332157 3494 5259 7922962 11349'-8' 1161 PRECAST 389 1451 2157 3203 4427,j 5417,1 6380 W 11E 10 =5 M PAM M M ME 1E10ND KM= S MR WAX 40 Rab MW I341I SM CDMK NM Na 4 a owl-P" o SA LO PLF LENGTH TYPE 12U8 12F8 RCMU 3'-0' (42' PRECAST 1 95 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10r(707 PRECAST 681 2547 155 C-6' (78') PRECAST 579 2167 12 7'-6' (90r) PRECAST 474 177) 914' 9'-4- (1121 PRECAST 355 1326 58 10'•-6•(IS) PRECAST 306 1143 4540 11'-4' (136') PRECAST 278 1 441 38 12'-O'(1441 PRECAST 200 1 971 3 13'-4' (W) PRECAST 229 857 27 14'-O'(1697 PRECAST 216 809 251 17'- ! (206) PRESTRESSED N.R. 833 16 19'-4'(=I PREMREM N.R. 534 130 f VPQlVR MUM ID LENGTH 1 4'-4' (521 PRECAST 4'-6' (541 PRECAST 5'-0' (6n PRECAST 5'-10r(70' PRECAST 6'-8" (BO) PRECAST Y-6' On PRECAST 9'-8' (116') PRECUT PRODUCTRByL'Mp BW1mfttVyrft"tho 4 A`°`mbia -08 1.4 Sa AB SEE GENERAL NOTES - SHEET 1 OF 3 gum or RCMU BEN SAFE UPLIFT LOADS FOR 12" PRECAST U-LNTELS 4m olem SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE MIMI I11`12-21 IIF16-21 MA-2112124-11 21 32-21 Y-8' (427 PRECAST 2752 4287 5613 6938 M64 95B9 10915 4'-0' (48' PRECAST 2389 3721 4872 6023 7174 8325 9477 4-6' (541 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 56H 6441 r (787 PRECAST 1444 2972 J675 437E 50B1 5784 7'-6' (901 PRECAST 1267p 1787 31 3BD6 4417 3028 9'-4' (1127 PEW 1028 117 2006 259 3087 36M.4079 10'-r(12V) MAST 920 947 1612 2281 27 E 3653 t1'-4-(136) PRFTAST 858 B29 1404 1982 2441 290 3364 12'-O'(1441 PRECAST 8t1 75J 1269 1788 2201 2818 3032 13'-4-(160') PRECAST 678 633 1057 1485 1826 218 2513 14'-O'(168') PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2081 PREOMW 434 427 695 964 1182 1402 1623 19'-4(2327 PRIDIST 366 5701 SD3 817 IOD2j 1187 1372 10 DE IMMM M PNIQDIIESS AXE POWO RWJCMM FOR CRAOE 40 nELD MW FOAL SEE 41i M RM 1.11 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2' RECESS DOOR U-LINTELS 6WP69M. I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4- (521 PRECAST 1626 12685 3740 4'-8' (541 PRECAST 1568 25M 3602 5'-8" (6n PRECAST 1210 2042 2850 5'-10'(701 PRMW 1173 1954 2769 8'-8' (801 PRECAST 1020 157E 242E 7 —6' (90r) PRECAST 90404 1226 21 I161 PRMW 703 j 771.11474 1 011 a PiY 305 All PMMld MISC OID f0114', 4D. AOQD IEBK M COM NNE IA. 4 447 I PRODucP4r asv= C . > 4tDA 4dCbd+tiu, Wo 19mfda I CRA10P 7Rl p L\ C' ' AMW" 6324CR578 A°°epnallo o ,p a0e of Deep CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB21S RE RUT anCn-14 OPAR/ RD MW ALUM Stl1L• ILM DUO 0 CNItf10 m MAP. NJ=. AL - sm Ra'm CP.QRDm u1111 SAP MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mymmianudade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ABJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade 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. Malcar, P.E., M.S. f NOA No. 17-0821.19 MIAM DADS couN `/ Expiration Date: 05/21/2022 09 17-glZe 17 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 0610 719 6, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P. E., dated 0610 719 7, revision 14 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196,. 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196 for #S rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-h,120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels elated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. 'Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, AE., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS-529-94, prepared by.4pplied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A, Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. . Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4. ALd e my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 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. 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 1 through 3 of 3, prepared by Craig Parrino, P. E., dated Jane 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on lk&rch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 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. elmy A. Waltir, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Data: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 SUBMTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME 529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, 1. Cffelmy A. Makar, E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. A, 4 d' 9, / elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 ra L SAlt8 L snRH DILSaeuerwETA` L74/ 3210 RRUPRS' TYPE`Er STIRRUPS Y q e` snRRU BI4S Teal F L 1eli»f O7?;nYl lf:>•Pi::111 EMU r—_^s7 fC1 i1L•tJCFiD"- p DGI.I::If1.liClfffi'E iF]Cirdm,1 t/tEi'::r rlcli F/F319[Fffii rrTF'a0 6'G i[•dIT7 i1F7T' i1G1iDtLLL'Jit y[L i O il.CiiE[•ILl ilElDcrZ?:7O iiD Sli[]tff[7<2 G_Lii7 ll_IWT[ C1ATA TAGIC lt•,rn.Olr Tia rl!7 iTr1 L"a'La faa.' r.r r'•VF33' 4TF]aFJ L.HAimn7 WLf 7! l rryr+r sr+a ru:a e iCliFri[iC11r +ei;+e*•ttlrLLf1 W7rfal:', rca u'd R.S's" DEPf:SW" Cr. nME/ KFISANuarac+tr>+c tat rrL ni..,ra. r LaLLUA RJL' 2Elc3ir rJAW= r,fTuar f rs:r mK rarrr r Cr At %..AI® i.41 m AN wt M.y t.t AL CALLI fY f•' ICI OCo WINCAMN 10W 7• TRW TM W slum At CW I A z7.1S q r.i7.i•J'•Jr rY:iiJ_:i.: } rr. rENr Fl€,aD T7®C4!0 a"r,nLMr rrvr e r r f r'p pRi1 ruts Rl+S.'=3 [iGi f lEf I' l [ST.i WL7 ti• trs+m uia r: a r,ra vs rL. r:arn LL7 C'1 .CS!!!A'r t f',_'_'.'J Ali Vtil_` 147C i l:rL1 <'a m F _lrr r r ar>[f nsaar+ I'r-Ar]r^7FS>1r IF"ILUam fS 1i [dr17 ran I71i'! 1 d it ti fI rwaEli R'E9 RdT7 rm m-n n EFL,a l Ff T?' i-1 r` gmF3C-A d me;+nlPlitIIlra=. rmar-F--x7gn3nAEhrc;f t rrr `arfSL'IotdJrr71tiLL1 frfc rE>tia KIN aP r ttt r F 3o rLiGl F74:f rrr _"JlFl31Yr r7::_ :7 [FiC"i EC1 t7 1. 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ALtn• t6 E O C" PARRLYo OMCRUS CAST— CRETE 8" LINTEL FABRICATION DETAILS AeFF apamw I vans FOR a, PRECAST 8 PRESTRE88ED U4JNTB-S 4 e sme LOAD -POUNDS PE34 uwm FOOT TYPE LJ NGT14 WEI 4a-all ma -is en" arm-19 eFle-m a &-% eilo-oe N af{-ae 6M-ID Sse-De 610-+e else-® afJbib 3'-0' (421 PRE/IST 2231 3oe9 3112 5163 1607 MR ISO1=1 SO[9 46M SU3 Ten U74 WH IIM 0' (461 PRECAST 1968 att 1 4e90 sut 7m1 ltot fbl 96 0113 75n bN IM14 vim 4-•6' (541 • PRECAST 150 199 2110 U31 3710 45A eb0 ON 2139 4376 113 739 W2 1=4 II 5-4' (6FI P9ifGlST 1217 tau 9t03 a3a Ten 7342 aue ma 6'-10'()07 PRRJIST 1062 1105 Ins Alt 2DW 250 3000 3110 N61 4{22 47W ea lel 137s 6•-6' (78") PRHJST, 1fA 211 3M 43e1 6001 123e 2t71 e0 got Llm so 7'-r (WI PfW9 743 1 t7n f63a 3W9 3+9I llos roll I 261t 3IHa 6A1 Mn a11f 9'-4' (1127 PRECAST 56/ in 110 Ira 294 340 111a 3302 711 120 IeP 2514 34D e39D 10-6"(121i7 PA15A5f 475 am t10o t247 2093 MY2103 me w son ISM 2W 2711 364U 47KIC 11'-4'(136' PIiFGST 362 du 94 sm tail zm 31a 4m SS2 OP 1366 1e46 2K3 3127 4%11 IY -0'(1441 PRECAST 337 073 1254 16e4 na 7e05 W6ba» 1254 I661 1 2W 295 1 13-4"(1607PRECAST 296 nl m 107a mINe 1316 at 76S IOM 14fa I IAZ 1 2316 Teel 14 -0'(i P"f PRECAST 219 703 IM 19e SP 2121 2a3D 442 701 1002 I= SW 2727 wD 14'-8'(I71) PRI UMED UK 1[4 Fm DR Fa: a 101 Kt 456 7M WO 1902 2241 2517 912 15-0'(184j PRE3IRFSSED NJi to Iel Nit No I2 71D 125D25 71733 1170i0 I320 SIDt3 W-4' (2091 PR MKI SM NJL Hit ra Iu ea let 9 no 6b Imm I=0 1e09 11b 2)9 19''(23i)PRESTRESSID NA.WR NR IDt Rt Hot m 2ss 420 76o IW Im I310 1716 21'-+'(25n PIaE51PESSE Nit to J40a» W 11114 UN 14" 2Y-C (284') PREMRESSED NJL IAR as No wt to lu a Ids 316 90 704 100 120I'm 139 24 -e' (29B') PRESTRESSED NJt MR MR Hit 01 No 111 13D 450 a4 eN 1012 Id2 SAFE IATE'RAI.LOA06 FOR i°1 t°!Rl IIJ 111tC1 ° _ GN. 9AFPLFAD TYPE BUS OFS R111 Y-e (42') pRmAsT 1025 1024 1598 4'-0' (481 PRECAST 785 763 1309 4'-6' ,(%I PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 D'-t0'm PRECAST 340 339 016 B'-6' ("I ffmi4T 507 721 490 7'-6' 0* PRECAST 424 634 383 9'-4' (1121 PRH'AIST 326 • 512 230 1IY-0'(126') PRWAST 284 401 180 11'-4'(13e) PRMW 260 02 154 12'-0' (101 PREGST 244 402 137 IY-, (1601 PRECAST 217 324 110 14'-0"(16BI PRMW 205 293 100 14'-6'(1761 PRESR SSED N.R. 2$4 91 IV-4'(184') PRFSIRE549 N.R. 259 83 17'-4' (WII PRE N.R. 194 64 19'-4'(23n PRESIREW N.R. 148 52 21'-4'(2%1 PREStREM NJL 125 42 22'-0'(264')PRES PMW Hy- Jill 40 24'-O'(2D87 PRESTMM N.R. 91 33 RAFT UPI IPT LOADS FOR R° PRIMASTA PRESTRE93ED twmTELs Ow"cR Iie 3AFE LOAD - POUNDS PER LWPAR FOOT TYPE LENGTH oa-rt Mt2-21 ano-it aria-21 also-rt nm-W ami-it ZN-aT amg-m OU-Z muz-n etss-a 3-0' (42' PRECAST a 4394 20 7m1 fags 47N am e132 not 4'-0' (481 PREGIST 3maa e11» F1220.) f3W 300 AO am on 4 0 (64 PRECAST 2m7 37! Am 4I1 am 2040 2pa7 3Aa AM nl 62796,( PIGST171 Wonm"3391.4m Imo 17ta I the 1 2eu 33b 9 451Y C- 10'(70 PRECAST 9m 291 3w 413) 9» tan I facto 1 2593 3 W 5- Y (781 MEOM a H tu! 3151 37 m Rae I UD 990 1 Sal 371f 7'- 0' (001 PRECAST mm t ta4 tms fer7 stm 7v 1224 1 U24 1 toss 20A 1 a27 9 91- 4' (1121 PRmw 91 701rd 1011od 04 Wand 210od 0600 601 M2 1 1318 1 ISO its 1 21J4 1 2619 10'- G (128) PREG1Sf ma 9111 11ea HA 1>Jc fotl aU 9S I I1a0 un mol ma 234a tt'- 4'(13a PROOhS) 494 0414 Moo Wad Mod I313 Fm 494 602 1 wtv 1375 ad 11q d ton i1R 12'- 0 (144, PRECAST 4" 49 724 0m 11 13M 1916 4fD sso met twul Issead 1e1 ta7s 1J- 0' 1 PREG\ST 4+ 0 3" 600 7a9 ad 04001 1143 1 4211. 400 7® I its 9 t Iem 14'- 0'(1 MI) PRFCJS7 314 m momn4 aae Iu34 12M 410 An 7n All lom&dtm I"m fool 14 - W(M PIESIRESSFA Q 2413m Do tm n2 9oD m 1307 97e 131 jut 1734 15'-• 4'(184' P M 7m St) 311 4e6 Ote m 000 t 911 14W t004 e 17'- 4'(2081 PFORE59D In 192 201 3D6 4os 60e 7t eDe Ise 1 1 t9'- 4"(2321PREsml3 let in atl fat 30 420 4n m 94) a4 7a Ifn 21'- 4'(2567 PRESTRESSED 142 1, 42 2D1 t02 Sop A3 6A 490 ad 1 sal 006 65 Imo 2Y- 0' (2641 PESTIIf.SSfD I3p 197 266 379 I12 act a1D 137 273 370 13 atl ee3 ut 24,- r(288jP1ESUMED If4 I 267 19 an Wfffi319AS$ Aas 070 TIIE NUREM W PAi1FHRIEAS ARE PE6M RMIC11ONS FOR CUM 40 4 SEE 000AL NOTE K 18 ON SHEET 3 OF 3. U) 111 FEED ADDED REBAR SEE CFI4ERA1. NOTE IQ 4 ON SHEET 3 OF 1 oomlu r ,. oDUCYR6Vts6D w ompw"rA0laodF0dd4 " tb+MRP9ed0 :' DEN a e+o0eptCD It1tL 0s fleAde &"ins Cede a+4 Dmw j) 4 oma o2Z AftQk eNp 22 G1 Co° u°I '•. ••' D R NML N07ES - SHEET 3 OF 3 4 aS11 NR Y721GtJ11 1tiYUIilRllli 1U( IiNWt 4Y GENFJ14lgN0. 4 DN SNFE7 3 OF 1 PRwUC+• RBYtaOD e++ 11AleoW1v14 ' 8924CA619 6fffNM R.WM n i P . RM7b8ETE 8" LINTEL FABRICATION DETAILS N cA R r_oevm/ I nuns KAR B" PRECAST wl2" RECESS DenR U41M' ELS 0At7Rm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH so141B-IB12FD4o foFl W1 1Dflbt IAA0181 w*- t672-1 WU-te BV3F 4--4• (52' PRECAST 1635T5 1749 3355 430 5421 SM3 7 1811 3699on am 04A4-8• 54 PRETASf 1494 Isle 35s3 49t6 6024 eDD4nee3RDR14uFte- f teat ma 1478 low 5'-8t (66' PREOASi 866 17m1ME 2W 283D 34 JOIN OM eo m7 nu5-10"(70 PREt/ST 810 on IIM 2104 264D 3174 370D 1113 23C Wit WCOm 14OZ14 lb00 5-6- (8 Few 797 fOt tm3 3110 sD4e 7747 Due 7 11D tot tfue 3120 Will MS SIM 1 7 , (7 735 1410 240 R76 m0 722 eea3 786 Nt0 2459 3776 6747 1 9'-•!T' (1187 PREC/ST 411490 IU8 2233 3120 4091 JNB me I6rD 2253 3129 HD 5891 THE NUMBERS N PARMHESI6 ARE PEIMU REWCIIGRS FOR GRADE W FED ADDED REBAR. SEE CFTff X NOTE NO. 4 BAFEIATERALLOA BFOR e- ansnsdr-401t OFrn90r1nn12 IIA DA77t1 A 4'"""' .W" SAF LOAD LENGT1i TYPE 8RU8 8RF6 R *MU 4 -•4% (5* PRECAST 758 757 1164 4'-8' (541 PRECAST 694 693 1073 5--Bt (W) PIB.TJST 408 407 665 51-101(701 Paw 3B2 381 616 61-e (801 PHEW 595 788 464 7'-6- (On PIiETAST 509 674 363 a (116') PRE W 370 490 214 t SEE cam NOTE 18 0 udwftWaa I?) m mo cUtr(dt t rt1 edlu yq erltlt ' 4sLtyb®efeL ed ttl 1'. blAI. wL QIsV)yr Nit it t1 r ml u a eGy tdMfQPdrrBtyvitrnit('ylWlttGp Bt tr rOr qP y l nw -A9Dt AtU Gdt IPo 1yI DoCn laIrb'LM rhtald h'tIEc m6Edlwsiori Bit rettty rpdraa tlwN per A3W MU Oldt 270 b rtMfD.t AIDl a7t 11)t tl a t M *mod rd4 A'dd S IA 21 At tM bd •ts4 a nAitAfr 4 r yte 0 jtos9a 1rWN ftr pod pq fir. }1 mrd Yt t wriri 1 Sdt t id. trfmdd:w IQ W arftttt w efthb Ad 4mm m tdt •w Meo .4 Ism 6dw am t I .M:. IQ ra Dttl M0tb M dm\ i t at. Id WM rwd Mtm k%S daft 4 Flab be gAur Id ad Mw pr1. IT)W. I.At dt cytda,od tI I Md AD Do td.A b 1.twb b b0rfa Do pmal rtbtllt to p. b 49 em WA Ala IQ S* bth tad w rdtttd dWp tiAA pt AU M tt4 AM 14 yr pt t2i i XPi •!dn 4 SIT7 M p a tpt11r to 4dwp It p 1OW." oti titnMeh i/b YtSY) ttott Ot dthL fw dad YfsG:wC1W si in Me mA or red A-4' W witr mtrb FaLPMMratr M L/100 Alkil. 1r, U. b bda to Ot fw" tadMOmtoe iyula t*4 R000CTN6l46WFDlathStdtr w o sm @d Bob to ttptd A . tb 022 7) On 17 rdw A Is. dMt W Itr bit 13 rtlra EvbwwDm Q Mr 0y I; W mol rmltt e1yl LLi .44.6ni D7 lxavt e) d • L wttrdMp Iwb daa . Dm 000ob9tteam1tddIQ BA - tld etld ' 10% U.. Ddla&tbw b 1t bold d 6. MB® d W LW -AT- I/r MR SEE SAFE LAMA LOAD FOR R OODr LOAD Wain FIAL t 10 wORSOM AR SAFE UPLIFT LOADS FOR B" PRECASTvd 2° RECESS DOOR U-LINTELS 4asll 04111143 SAFE LOAD -POUNDS PER LINeAR FOOT TYPE LENGTH a43-- Ir 10.1 9M+-I 1e-1 r 107t- 4V3o-tt Wll-fR Une- etru-2 eerl war BBFtt- 4'-e. ( 521 PRE= As ISO2M 306 M51 4446 8140 M I= 2352 3M 3751 4445 6141) 4,-e (' HUM I 801 4 2272 JIM 3W! 4215 4M3 OR IM4 2272 21% 3607 42" 4e0 5 (667 PfrFbltiT M t iM 232e 2M 3312 3111 Q5 IM M nn 2854 33D 3911 5-10-( 70•) PRECAST I% 12W Milm 21011 2773 sub Z719 96 12s7 1740 220 aA 270D a'-8• ( an PReT 570 m 1 Im 2n0 21110 30 wo Im t670 lie 248 2t10 3329 7--6t ( Sol PREw 506 742 13t1 1 21/D ffi17 2t6D 6De M. 136 11 2166 2sq 2t6D 9'-8• ( 116) PRMW 385 - 40 is 1222 154 1 21t0 MS 610 1072 13W 2D11 2331 f) THE MEMBERS H PAR}NRM ARE PEPCD f REDUCROFL4 FOR G1ADE 40 FM ADDED RE11AR SEE OD871AL NOTE HD. 4 TYPE OESICNATTON F eAltal IL09 f.C6TA BF16-1 B/1T a. UlM17t41miBJ J A i0/ Is fOM At TW ILmI'77At® t 1mVl yt , 1- 1h' auo exit ri i • r1i t' cm Of am 114W FS N a DODOI y1 • 4+ r PRDMC1'RSVIS6p T ACeW am u em tr=! 0MOAwwtotatol9• da; r rft4aw B@.B. 1gSp J C L 7ROptlrfTlilfVlepll 0>tWtttrl7oftdp Q ,44 i pdiri0lfA.P1t1N. 71 mp;• QP tJ: Q1iTlo® C.mltmt epyJam' oZ r r', SO! u 'J' / (vtj•- CRAIOPA(iRNO M 624Gi678 ammF" MA PL 935e4 1 ut nfad a.a1i>ra:fa7m rB e Yrw+irs t.® FABRICATIONDETAILS r.tra-nrtielasltil•I::I e4 ti Br[d:rt l: , ,:' ` a [dd iy nlcuvctita!Brf11r1 rrn. a ria L rd r[.nk1 nca 1 n i::r!Id siArare n I.\:F. lr1 d.17.7:1;ii'14'tl;:-IYIY d C f _ CITY OF S1 FORD FIRE 0EpAI1Ta44El%'r Building & Fire Prevention Division PERMIT APPLICA TION Application No: \% " 1 4 Documented Construction Value: $ SQLI() Job Address: d"i-Migh/1 .a i Historic District: Yes No Parcel ID: ' O 500 ResidentialvCommercial Type of Work: NeWNAddition Alteration Repair Demoo Change of Use Move Description of Work: Pliw oftz CD,n&Y1JC't Yl S;a 4EmEaL 44 a-c - t L"l— Plan Review Contact Person: k .c Phone• Cqm,o1 Fax: Property Owner Information Name Street: I ouq City, State Zip: Laj(5 i1Ctrl1,i 3a(c, Contractor Information Name _ Phone: Street: rj,,qAI Aly cj— Fax: City, State Zip•CW\CL 3a ro State License No.: Title: Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : No - Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: amej WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 616 Edition (2017) Florida Building Code Revised: January I, 2018 Pettnit 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 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 Owner/Agent is Personally Known to Me or Produced ID Type of ID S, v Signature of Contractor/Agent Date 0- - Lu1, Print Contractor/Agent's Name Si tWiserSonally Da c tate of Florida ulp c GG 145696 pn 021 Contractor/Agersonally 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: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application Job #: 34690 14S9R2 WORK ORDER Date: 1 /26/2018 C..kA. n._ nu u BILL TO: ADDRESS: Starlight Homes - AWH 1064 Greenwood Blvd Ste 124 Lot / Sub: Job Address: Wyndham Preserve YIV L/ V 030 VII 3890 Saltmarsh Loop CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 32773 Model/Bldg: 2121 S Order Taken By: Job Contact: Job Phone: Date Requested: Date Required: S Woolwine 4077301311 Equipment Brand: A/H-1 or Furnace Heater or Coil CU-1 T'Stat: Carrier 14 Seer Heat Pum F84ENP036L00 CE2401 COS CH14NB03600G TH6220D1002 R-410a A/H-2 or Furnace Heater or Coil CU-2 T'Stat: Filter Base AHU Location N/A 2nd A Int Closet Filter Base AHU LocationPermitInformation: MUST BE ACCURATE AND COMPLETE: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or Furnace Bldg. Permit# Township: Sanford Heater or Coil CU-3 T'Stat: Heater or Coil CU-4 T'Stat: Filter Base Filter Base Incl. on Builders Permit: EAI Pulls Permit: Builder calls inspection: EAI calls inspection: No Yes Yes No AHU Location Efficiency AHU Location Efficient Zoning Brand: Honeywell/Johnstone Zone Kit #1 Zone Kit #2 Vent. Damper ZD1 ZD2 YS1somol7 Qty I Ventilation Cost: 408.28 Thermostats Transformer ZD3 ZD4 Surge Protector ZD5 ByPass Damper #1 IZD6 B Pass Damper #2 Z07 PO Numbers Grs.Stamped Stl. Grs.Stamped Returns Grs.White S/A Adj. Grs. R/A White Alum Qty Yes 17 X 8 X 1 X No Flue Pipe: Filter Base X Mery 8 Filter Elect. Air Cl. Qty. Yes No X X X X Kit. Hood Duct: Kit. Down Draft Duct: fan 80 cfm BFQ80 3 X X Conc. Slab: X Heat Recovery: Fresh Air: X X 1 X fan lite BFQF70 X Bath Exh. Duct: X D er Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 04-Installation Labor 1.98 24.95 Rou hin 2 565.00 30.75 461.18 06-Piping Labor 14-Kitchen Vent Trim 7.25 123.25 Trim 2,565.00 02-Material/Tax 1,293.27 O1-Equipment/Tax 09-Permit/Other 1,482.48 Permit 110.00 110.00 01 1-Delivery Labor 1.45 18.22 20-Pull Material Labor 1 2-Startup Labor 2.89 36.43 Total Contract: 5.240.00 2.50 42.50 Project Summary Job: Starlight -Wyndham Wrightsoft" 1 y Date: 4/18/2017 Entire House By: Energy Air, Inc Plan: 1802 S 5401 Energy Air, Cl. Orlando. FL 32810 Phone: 407-SM3729 Email: GRenner@energyalrcom Web: www.emergyafr.corn F o Y For: Lot 30 - 2121 UR, Starlight Homes 3890 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary Structure 13698 Btuh Ducts 2634 Btuh Central vent (73 cfm) 1901 Btuh Outside air Humidification 0 Btuh Pi in Equipment load 18232 Btuh Infiltration n'Informat'ion; Orlando Executive AP, FL, US Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Cooling Area (ft) 2141 2141 Volume (ft3) 18223 18223 Air changes/hour 0.22 0.11 Equiv. AVF (cfm) 67 33 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF 8.2 HSPF 33800 Btuh @ 47°F 29 OF 1070 cfm 0.066 cfm/Btuh 0.50 in H2O 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 17437 Btuh Ducts 3098 Btuh Central vent (73 cfm) 1405 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21940 Btuh Latent Cooling Equipment Load Sizing Structure 1989 Btuh Ducts 654 Btuh Central vent (73 cfm) 2158 Btuh Outside air Equipment latent load 4801 Btuh Equipment Total Load (Sen+Lat) 26741 Btuh Req. total capacity at 0.70 SHR 2.6 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil F84CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1070 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Sold/itallc values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wf ight5Oft` Rlght-Sulte® Universal 2017 17.0.28 RSU02S34 P 201&Jan-Jan0age 1 ACCK ... S ciflcl Page 1 pe Wyndham PreservelLat 30. 2121 UR.rup Cale = MJ8 front Door (aces: N Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date: 04-26-2018 Model Status : Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"'A' Indoor Unit Model Number (Evaporator and/or Air Handler) : F84CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2. Performance Rating of Unitary Air -Conditioning 8 Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region -IV) : 8.20 t-ActivW Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced.'Production Stopped' Model Status are those (hat an AHRI Certification Program Participant Is no longer producing BUT is still selling or offering for sale. Retinas that ara acoompanied by WAS Indicate an Involuntary re -rate. The new published retina is shown alona with the previous (i.e. WASI retina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In tho directory at www.ahrldlcectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or in part, be reproduced: copied; disseminated: entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, A"d personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION a, REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridiractory.org. click on "Verify Certificate' link uM make life better — and enter the AHRI Certified Reference Number and the date on which the certificate was issued. which Is listed above, and the Certificate No., which Is listed at bottom right 2018AIr-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: 1316924899077IS373 CITY OF SANFORD BUILDING & FIRE PREVENTION D• PERMIT APPLICATION Application No: 6 I Documented Construction Value: S y 100 R Job Address: 3SQo JCL 4 rno csh J Historic District: Yes No Parcel ID: Residentiao Commercial Type of Work: N w Addition Alteration 11 Repair Demo Change of Use Move Description of Work: HQa A) 1,5r) n rn n . CD r 1 ) -.,o Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: L4117 - Street: ) * Resident of property? :Ah City, State Zip: ffh( LA D Contractor Information Phone: 1' _ - InU - RqM Street: C- L9_, Fax: 1 - C. 7 _ R—. City, State Zip: ' 3 q State License No.: n Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 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 Signature of Contractor/Agent W, Date rin Contractor/Agent's Name A L41cp 1 Signature ofNotary-State of FI rich PAMELASTERWDate Ar! u Commission p GG 110622 P` eomaExpires nw&dpaAugust Noary32uvtasOwner/ Agent is Personally Known to Me or Contractor/Agent i Personally Known to Me or ProducedIDTypeofIDProducedIDTeofIDBELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: 18 - q 14 Documented Construction Value: S Job Address: 382c) K LGGp Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: a-p-,C t2 (acts e- . fu0_q".-Ug Csj- - Plan Review Contact Person: Pl 04%5 S2e,+ bet j 1b1A _A Gl 'P-r Title: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: -:2 Street: 2>,I40 Fax: Lfo- - Z-t-ib- City, State Zip: 0r1a,4-,,Jc, . R_ 32-62-4 State License No.: 0_FCOZCj3L4Z Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOI R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST I 1E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE F COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poi furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as w: management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi d in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitt A. The actual construction value will be figured based on the current [CC Valuation Table in effect ,at the time the permit is issued, in accordance with' local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val e, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/A ent's Name t I- -Zv18 Signature of Notary -State of Florida Date MY PATSUSI • ( AAlASSION t f 12Dx'Ja EXPIRES: August 2 , 2DI8 a .wed nw na,maere ae,ee Owner/Agent is Personally Known to Me or Contractor/Agent is Pe ' Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: of Plumbing - # of Fixtures, Flood Zone: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 201S Permit Application 1507 State Road 52 123 Miller Road r / 9701 Bachman Road Established 1973 iudson. FL 34669 Valdco. FL 33594 • ('--. Orlando, FL32824 www.RJKlelty.com0.3I27-863-5486 813-661-0707 407-855-2836 State License 8 CF-0O20312 IV J. K1ELTY Page: 1 OF 1 Proposal No: 717-13530 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 We Propose hereby to fumish material and labor - complete in accordance with specifications below for the Sum of: $7,760.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Flnish. NET 10 Days All materials guaranteed to boas specified. All work to be Ippleted in a workmanlike manner according to standard practices. Any alteration or deviation from specifications below Involving extra costs wil x8c d only upon written orders, and will become an extra charge over and above the estimate. Ali agreements contingent upon strikes, acclde r del yond our control. Owner to c try Gore. ttruidtruido, e4d 1Jt necessary insurance. Our workers are t covered by workees compensation ins e. U Ity AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WIT RAWN IF NOT ACCEPTED IN 30 DA S. We hereby submit s and tes for. Master Bath Up 1 Shower Sterling Accord 6044 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated i Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath 1 Tub Sterling Accord 60x30 71140120 White With Wells And Moen Chateau TLi83 Chrome Valve 1 Toilet Gerbor Maxwell 21-9121.28 Wrote Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder i Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Back illing Included For Sevier b Water Only (Slab Backfilling By Others) Backflow Prevenlers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot MY Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be madeoutlinedabove. I agree to pay reasonable attorney's fees court costs In the event of legal action. A monthly service charge of 1 112% will be added after days. Any sewer taps deeper than 41/2 feet or requires backhoe or dewatering will be an extra charge. SIGNEO:§,. ik 0 :Id" o'Q DATE OF ACCEPTANCE S PAGE 2: if Branch: Hudson Last Edit By: Lest Edit Oate: 7/27/2017 CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: I q Documented Construction Value: $ 45,000 Job Address: 3890 Saltmarsh Loop Historic District: Yes No Parcel ED: 17-20-31-502-0000-0300 Residentiala Commercial Type of Work: New[Z] Addition[] Alteration[] Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fag: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : n/a Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Winter Garden, FL 34787 Phone: 407-630-0119 Fag: n/a State License No.: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: n/a Address: E-mail: Mortgage Lender: n/a Address: EC13008106 WARNING TO OWNER: YOUR FAH,URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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. Sigmb= of OwnedAgent Date Print Owner/Agent's Name 73-e- A.Ao yLac/, Signature of Contractor/Agent T ltinclor, G0"d;'S Print Contractor/Agem's Name , Date ` Metal PuEtic • tateWlamda Commission : GG 196665 My Comm. Eapues Jun 6. 2012 Oanded Mouth Hamann NOWY AM Owner/Agent is Personally Known to Me or Contractor/Agent is K nersonallyKto Me or Produced ID Type of ID Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1, 2018 UTILITIES: FIRE: Flood Zone: of Stories: i i Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application I CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 k - A (.0 '_- t Documented Construction Value: S 45,000 Job Address: 3890 Salt Marsh Loop Historic District: Yes No Parcel ED: 17-20-31-502-0000-0300 Residential 0 Commercial[] Type of Work: New Addition[—] Alteration[] Repair[] Demo[] Change of Use Move Description of Work: Temp power pole Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? . NO Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: n/a Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FALLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application i 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 NotaryState of Florida Date Signature of Contractor/Agent Da 4e, fGnjovn G,b s Print Contractor/Agent's NameIKLoplyy,o a Signature of Not to lorida to g & Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes TNo APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application 19sxNFORD Y OF Building & Fire Prevention Division FIRE DEPARTMENT T-Pole Permit Card PERMIT NO. / C2 & 4Z I ISSUE DATE:y • CONTRACTOR: C OL C + on. JOB ADDRESS: 52A mo vq TYPE OF WORK: 1 O'e- Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for ins ection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T-Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC INSPECTION TYPE APPROVED REJECTED INSPECTOR IT -POLE FINAL 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. 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 FBCI05 3.3 REVISED: 447 Inspection Line: 407.792.6069 or $55.541.2112 i- TO SCHEDULE AN INSPECTION: 0 Dial 407.792.6069 or 855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts PLEASE NOTE: Inspections scheduled by 5:00 p.m. will be conducted the next business day. If you experience difficulty, please call 407.688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. AUTOMATED INSPECTION SYSTEM CODES ELECTRIC T-POLE FINAL 215 Miscellaneous Notes: REVISED: 4-17 Inspection Line: 407.792.6069 or 855.541.2112