Loading...
HomeMy WebLinkAbout3740 Saltmarsh Lp 17-2368; NEW HOMECOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 07, 2017 Q BUILDING APPLICATION #: 17-10000528 BUILDING PERMIT NUMBER: 17-10000528 / UNIT ADDRESS: SALTMARSH LP 3740 17-20-31-502-0000-0060 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3740 SALTMARSH LOOP / LOT 6 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit 00FIRERESCUEN/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 SSingle Family PARKS CO -WIDE ORD Housing N/ 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT ORECEIVEDBY: l.( IGNATURE: PLEASE 4NT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T4IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE"OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE 'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. TMS INSTRUMENT PREPARED BY: Nun: jj!gM Homes Florida. LLC Address: 1054 Greentypod ONO Sufte 124 Lake Marv, FL 32746 GRANT MALOY SEMINOLE COUNTY CLERK. OF CIRCUIT COURT 6 COMPTROLLER BK 8969 P9 835 (1P9s) NOTICE OF COMMENCEMENT CLERK'S : 2017080898 RECORDED 0E/10/2017 11:11:18 AM State of Florida RECORDING FEES $10.00 RECORDED BY hdevore County of Seminole Permit Number: Parcel ID Number: 17-20-31-502-DODO- Ooto O The undersigned gives notice tathImpwement wM be made to certain real property. and In accordance with Chapter. 13, Florida 'S tadtes. the following Information Is provided in this Notice of Commenoernerd. DESCRIPTION OF PROPERTY: (Legal desalptlon of fhe property and street address 8 available) Wyndham Preserve. PB 81 Pas 93-102. Let to . GENERAL DESCRIPTION OF NPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Flodde, LLC Ads: 1405 Old Afaftme Road Suite 200 Roswell, GA 30076 Fee Strrtpk TWO '&ter than owner, Name- NA 2 CONTRACTOR. - y" • New- Starlight Homes Flod;d Ate: 1064 Greenwood Bind uitgL124, Lake Mary, FL 32746 Persons wlttdn the Btsts of Florida Des upon when notice or odwr documents may be served as provided by Section 71&13(1Xb), Fbrkla Name: NA A Address: A In addition to himseM, Owner Designates A .. NA o{ vows e a copy of the Llenors Notice as Provided in Section 713.13(1)bt Florida Stables. ` Expiration Date of Notice of Commencement (Tie expiration date d ea om data of recording unless a different dede Is specified) LAN WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER TIME RATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS LNDER CHAPTE$ • PART 1, SECTION 713A3. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IM TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JO BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts shed in it are true to the bee of ut belief. Y- D1 _SliA s•e onrbr. Florida Striae 71&13(1)(& • The owns mist atgn the rsdw d cammermarw end no one ebe n y be Psmdmed to dpe In vie or her steed State of Acwta' county of Ser"rulz. The forongoing Instrument was acknowledged before me dit day of by _ I Q l t _ hf X.U YYho le pstsonaly known to ne E Hartle of Peron" msm 0 etetaner . OR who has produced t Idendllcation produced:ti*nayNOTARYPUBLIC STATE OF FLORIDA Comma GG113111 _ 1 V. Expires bf21/2021 Nasty Book8969/Page835 CFN# 2017080898 Page 1 of 1 Lor (—o AUG - 8 2017 U BY• ` CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I'l- d3l.0k Documented Construction Value: $ e 17(.$ 5- 5 00 Job Address: 3a , a l tl irk L= Historic District: Yes No Parcel ID: I — Residential Ercommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: hone• 4(- J--)r -CCb C{CQI Fax: l 64-4-- Qam Email•-.'M, ry 043C. ej S%V5hN - Property Owner Information hre?S -can- Name YY' QSUC Phone: Street: _I. t LR E L-,,GeP L;D .11lva . lar4 Resident of property?: t3b City, State Zip: Contractor Information Name S Ork kqb ' lk- s P kc- 1 `-" C Phone: + U4 3 0z) Street: I. f7l_SL C-l(R l'lt J b"CA . . S-t Fax: Uq:=t o-=)fb6 City, State Zip: O Y YY1C)zcl4, ,EL ,_,fit State License Architect/Engineer Information Name: 1`% 1 l c1 C %-` Street: Pa ( L;Q64> ,e S . City, St, Zip: 0 1 (- A Phone: uo- qu Soo I 5Z Fax: E-mail: 1.PS@ fY\t, Kel-r-, V l ,A5- G Bonding Company: Mortgage Lender:. c Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ^ RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN V FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. l 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 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. gA//? $- Signature of Owner/Agent Date Sign of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name signature of No -State of Florida CL Siptl ne Mangel Signature of No -State of Florida D NOTARY PUBLIC fiayne Mangel STATE OF FLORIDA NOTARY PUBLIC Comm# GG113111 I&ESTATE OF FLORIDA res 6/21/2021 Comm# GG113111 ires 6/21/2021 Owner/Agent is r Contractor/Agent is Personally Known Me or Produced ID Type of ID Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [R Mechanical© Plumbing© Gas Roof Construction Type: Total Sq Ft of Bldg: J8 1-1 '19 Occupancy Use: Flood Zone: x 6CE e-t'r 4t E'D Min. Occupancy Load: q # of Stories: I New Construction: Electric - # of Amps 1 S0 Plumbing - # of Fixtures S Fire Sprinkler Permit: Yes No © # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: 11`- " C, $-q-'1011 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 32. 3 % in-\10 aoo Motrltis @ev. -T, CTR Fire Alarm Permit: -Yes No WASTE WATER: BUILDING: SF tZ- i t = t '7 Revised: June 30, 2015 Permit Application. CITY OF SANFORD BUILDING & FIRE PREVENTION f A i27 PERMIT APPLICATION Applicationlication No: Documented Construction Value: $ Job Address: ,',__- Historic District: Yes No g Parcel ID: l "; QC)-- nCJ oC) Residential Commercial Type of Work: Newts Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: m 9—I Phone: 45JC D Fax: Email:-3m I, orn me,) S+arlt5 N Property Owner Information r-YeS • Name h YY'Q FL l_lC _ Phone: t-iC5:' -- Street: Ja4 Resident of property? : t3b City, State Zip: L oa-Y-2 `'%tom l4 t FL Contractor Information Name 1QVV f P r f kc a 1 LLC Phone: 4 UQ % 3--4007 Street: _ A C'-(Ft-,tom &,A .. S4— laq Fax: qb:) U(P:l ebb City, State Zip:' La Lnc\ w- ,rState License No.: Architect/Engineer Information Name: rV1t 1 Street: P-C> -< rx 4-L M`6nL2 s ' r— City) St, Zip: Bonding Company: Address: Phone: u Soo I 5Z4ax: , E-mail: -- 1 1 f.PS@ DN to Kerr-, V t,. kp.0 Mortgage Lender: ' 1 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 in 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 standard's 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: V1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in el%ct 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 Si a of Contractor/Agent Date Pit Print Owner/Agent's Name Print Contractor/Agent's Name Owner/Agent is Produced ID lhwne Mange Signature of No -State of Florida D%ayne Mangel NOTARY PUBLIC & STATESSTATEOFFLORIDA OTARY PUBLIC Comm# GG113111 OF FLORIDA E-Xares 6/21/2021 omm# GG113111 mires 612V2021 Known to Type of ID Contractor/Agent is Produced ID BELOW IS FOR OFFICE USE ONLY Known to Me or Permits Required: Building ' Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories - New Construction: Electric - # of Amps, Plumbing = # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: e&-,7-11,7WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application. r 18 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: 3740 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0060 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: AN 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) OF -ICIAL USE O LY 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 W, the best available information used to determine the base flood elevation is: BP# 17-2368 Reviewed by: Michael Cash, CFM Date: August 9, 2017 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # r) - ZS68 BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: 37140 SA,_-rmAP-Sd L wP rECTRICAI:;PER1yIITY Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANIC'ALPERIVII•T Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 0 po Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & VUO1;;D9 Landscaping in Right -of -Way www.eenfordfl.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 fight -of -way In accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat dearly Identifying the xno..n w.Eelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Calle.fw.,ovmg 1. Project Locatlon/Address: 13 LA0 3061+ma. N Lnue[1L- 2. Proposed Activity: VDrlveway Walkway MOthe : 3. Schedule of Work: Start Date 9/ Completion Date ® El Emergency Repairs 4. Brief Description of Work: This application is submitted by. Signature: Address: Phone: qO--t-408 0 J (-A 1 Fax: I — Print Name: IC knc&4" VA. , L-a..Ct- aJQA44,FL Email:. % f /AM.0 . _bate: 91241 mannenance icesponsrourtresnnaemmncanon - 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 InstallatlonAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestoes expense and, If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councllpersons, 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 Inddent 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 fight -of -way. I have read an u tand the above statement and by signing this application I agree to Its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour inspection. Pra-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: _ $ - 0( -20 I % Date: nove„roer anb ROW Use D*mmy.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 9j 1f Project Name: L n. Avu4bCMn, '(e_%OfA)e Project Address: 3A-g0 Sc),.a--sro,GC1, L!.Lpp 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. Edo KOM%n Print Name of /Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Name Gen. Cont actor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) 3ud Print Name of El. Contractors Signature of El. Con atctor FC 00MALp El. Contractor License # o Florida Power and Light on / i Revision / Response to Comments f3 Permit # I -- - d` 3 I o Q Lca- U City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 111121 Project Address: . ro L. nn a Contact: Ph: Fax: Email: @ S40 -A m Trades encompassed in revision: General description of revision: Building 1 ©L -i-f U,S Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 0 Building .5F 12- 11-1 % CITY Of SANFORD FIRE DEPARTMENT Building & Fire Prevenlion Division PLAN REv1EW COMMENTS LO j Le Application Number: 17-2368 Date: 10/23/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3740 Saltmarsh Loop Contact Email: Shayne.Man¢el(a)starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfi.eov. Provide two conies of affected plan sheets and/or supplemental information as requested Permit submittals will not be acceDted without two copies. 2ND REVIEW COMMENTS: Original Comment 5. The truss layout on the plans does not match the truss engineering or truss layout from the truss manufacturer — specifically the front porch area. Please revise accordingly. FBC 107 1` 2ND REVIEW COMMENT This comment has not been answered. f / n" 040 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines with the plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival, Respectfully, Steve Fiorcy, CBO Residential Plans Examiner CITY Of SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2368 Date: 10/23/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3740 Saltmarsh Loop Contact Email: Shayne.Maneel(I starliahthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected plan sheets and/or supplemental information as requested Permit submittals will not be accented without two conies. 2ND REVIEW COMMENTS: Original Comment 5. The truss layout on the plans does not match the truss engineering or truss layout from the truss manufacturer — specifically the front porch area. Please revise accordingly. FBC 107 2"' REVIEW COMMENT This comment has not been answered. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines wills Ilse plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner t_ci U Revision Response to Comments Or"" City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # -lSt Submittal Date I a - I q- — l 4— Project Address: SQ-A 4" rv--\oLrsh Contact: Ph: l Fax: Email: h mze Lbr--, Trades encompassed in revision: General description of revision: OseBuilding - 2semi cA lLs- / h t o.c.,a.M..S Plumbing - lr Electrical Ac r Ctj0k C nJ ' h Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 11 Building - 5F to-Ls-ci AW STARLIGHT ASHTON WOODS. HOMES September 22, 2017 Shayne Mangel STARLIGHT HOMES — ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for the follow codes based on review comments on the Architectural plan set FBC 107 Reference: Addressed the following comments 1. Plans must be a site specific plan set 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove Call out for 200AMP if it was present Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. office. If you have any questions or would like any further clarification, please feel free to contact our Respectfully, l— Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 CITY OF Ski4FORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2368 Date: 09/21/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3740 Saltmarsh Loop Contact Email: Shayne.Maneel(g,starliphthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submidals will not be accepted without two copies. COMMENTS: 1. The plans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding details or floor plans should be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the specific pages that exist in the plans. FBC 107 3. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 4. The A/C condenser is required to be shown on the plans in the approved location as shown on the plot plan. All applicable plan pages and any electrical details need to be revised, placing the condenser at the rear of the house. FBC 107 5. The truss layout on the plans does not match the truss engineering or truss layout from the truss manufacturer — specifically the front porch area. Please revise accordingly. FBC 107 6. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107 7. The Product Approval package includes information for a sliding door. There is not a sliding door that will be installed on the house, rather a swinging door. Verify that the product approval submitted for the front door will be the same as the rear swinging door if not, please provide two copies of product approval for the rear door. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner RECORD COPY SAY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 1 Project Name: Lot 6 - 1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County State, Zip: Sanford , FL, 32773 Permit Number: # 17 _ 2 3 USANFORDCity, 6Owner. Location: FL, Sanford Jurisdiction:rV" Design County:: Seminole Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1356.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1153.50 ft2 b. Frame - Wood, Adjacent R=13.0 202.46 ft2 3. Number of units, if multiple family 1 c. N/A R= fe 4. Number of Bedrooms 3 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1200.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1200.00 ft' 6. Conditioned floor area above grade (ftq 1200 b. WA R= ft° Conditioned floor area below grade (ft2) 0 c. WA R= ft2 11. Ducts R fN 7. Windows(117.4 sqft.) Description Area a. Sup: Attic, Ret: Main, AM: Main 6 240 a. U-Factor. Dbl, U=0.34 117.36 ft' SHGC: SHGC=0.26 b. U-Factor. N/A ft 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:14.00 c. U-Factor. WA ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. NIA ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.767 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems 8. Floor Types (1200.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1200.00 ftz b. Conservation features EF: 0.950 b. WA R= ft2 None c. NIA R= ft' 15. Credits Pstat Total Proposed Modified Loads: 41.84 Glass/Floor Area: 0.098 PASSTotalBaselineLoads: 42.55 1 hereby certify that the plans and specifications covered by Review of the plans and STgTFthiscalculationareincompliancewiththeFloridaEnergy Code. specifications covered by this 04'tl4E O calculation indicates compliance y ,,, , r .o+ lqb-ol twith the Florida Energy Code. PREPARED BY:Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy de. COp WE OWNER/AGENT: BUILDING OFFICIAL: -' <;a DATE: DATE: 7 r I - I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with 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 Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 12:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment Lot 6 -1200 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1200 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 6 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State. Zip: Sanford , FL, 32773 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1200 11160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1200 11160 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 122.5 ft 0 1200 fV 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1342 ft' 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 1200 ft= N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1200 fP 0.1 Wood 6/17/2017 12:39 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 29 0 9 5 273.1 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 42 6 9 5 400.2 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 43 0 9 5 404.9 ft' 0 0 0.6 0 5 S Garage Frame - Wood Main 13 21 6 9 5 202.5 ft' 0 0 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 6 10 20.5 ft' 2 S Wood Main None 39 2 9 6 10 18.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Jwall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Vinyl Low-E Double Yes 0.34 0.26 19.4 ft' 1 ft 0 in 1 ft 0 in None None 2 n 1 None Low-E Double Yes 0.34 0.26 8.0 ft' 1 ft 0 In 1 ft 0 In None None 3 n 1 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None 4 e 2 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 4 ft 0 in None None 5 w 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None 6 w 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 6 ft 0 in 1 ft 0 in None None 7 W 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 424 ft' 384 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1302 71.48 134.43 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 24 kBtu/hr 1 sys#1 6/17/2017 12:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 240 ft= Main 60 ft= Prop. Leak Free Main cfm 36.0 cfm 0.03 0.50 1 1 TEMPERATURES Programabte Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Mar X] Feb Mar Apr Apr Ma ( X] Jun X Jul X] Au May [ ] Jun j Jul [ ] Aug Se [) Sep [ ] Oct riOct ( Nov X] Nov j Dec X] Dec Vent Jan [ ]Feb Mar X] A r [ l May [)Jun [ Jul [) Au Se [X] Oct [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 50 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 17/2017 12:39 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 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. Concrete Block - Int Insul. Exterior R=4.1 1153.50 ft' b. Frame - Wood, Adjacent R=13.0 202.46 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1200.00 W 6. Conditioned floor area (W) 1200 b. N/A R= ft2 7. Windows" Description Area c. WA R= ft2 a. U-Factor. Dbl, U=0.34 117.36 fl' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft2 6 240 SHGC: SHGC=0.26 b. U-Factor. N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor. NIA ft° a. Central Unit 24.0 SEERA4.00 SHGC: d. U-Factor. NIA ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.767 ft. Area Weighted Average SHGC: 0.260 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Slab -On -Grade Edge Insulation R=0.0 1200.00 fN a. Electric EF: 0.95 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: I A, JL'Tr an Date: 1 0- Address of New Home: ;3 t I. m City,/FL Zi : , 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 6/17/201712:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 6 - 1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number. Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/2017 12:39 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 6 -1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1200 sq.ft. Cond. Volume: 11160 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: I Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2. 3 air changes per hour in Climate Zones 3 through S. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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 dosed, 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 dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by 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: OF-tliE S74 C 6/17/201712:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 6 -1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 0 0 6/17/201712:40 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham W rightsofte Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1200 S Atlantis 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-88&3729 Email. GRenner@energyaircom Web: wvm.energyair.com Project• • For: Lot 6 - 1200 TR, Starlight Homes Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 12063 Btuh Ducts 1440 Btuh Central vent (50 cfm) 1410 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14914 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Cooling Area (ft=) 1201 1201 Volume (ft3) 11287 11287 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 58 30 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO240000A AHRI ref 7699864 Efficiency 8.2 HSPF Heating input Heating output 22200 Btuh @ 470F Temperature rise 23 OF Actual air flow 899 cfm Air flow factor 0.067 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE 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 12160 Btuh Ducts 1809 Btuh Central vent (50 cfm) 962 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Equipment sensible load 14931 Btuh Latent Cooling Equipment Load Sizing Structure 1691 Btuh Ducts 265 Btuh Central vent (50 cfm) 1477 Btuh Equipment latent load 3434 Btuh Equipment total load 18365 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO240000A Coil F134CNP030L AHRI ref 7699864 Efficiency 11.5 EER, 14 SEER Sensible cooling 16650 Btuh Latent cooling 5550 Btuh Total cooling 22200 Btuh Actual air flow 899 cfm Air flow factor 0.064 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.81 Capacity balance point = 35 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri htSOft' 2017Jun-1712:35:51 9 Right -Suite® Unversal 2017 17.0.08 RSU17013 Page 1 ACC ...t Specific\Wyndham Preserve\Lot 6 - 1200 TR.rup Calc = WS Front Door faces: S Manual S Compliance Report Job: Starlight - Wyndham wrightsoft° Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1200 S Atlantis 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: vmw.energyay.com Project• • For: Lot 6 - 1200 TR, Starlight Homes Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 14931 Btuh Entering coil DB: 76.0°F Outdoor design WB: 75.9OF Latent gain: .3434 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 18365 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 16008 Btuh 107% of load Latent capacity: 4750 Btuh 138% of load Total capacity: 20758 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 14914 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 22200 Btuh 149% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 128% of load Temp. rise: 50 OF Meets are all requirements ofACCA Manual S. 2017Jun-17 12:35:51 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCK ...t Specific\Wyndham Preserve\Lot 6 - 1200 TR.nrp Calc = W8 Front Door faces: S Duct System Summary Job: Starlight - Wyndham W rightsoft' Date: 411412017 Entire House By: Energy Air, Inc Plan: 1200 S Atlantis 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-066-3729 Email: ORenner@energyair.com Web: wmw.energyair.com For: Lot 6 - 1200 TR, Starlight Homes Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.306 in/l00ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.306 in/l00ft 899 cfm 92 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) I Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 682 45 27 0.380 4.0 Ox 0 VIFx 3.8 70.0 bed2 c 1605 91 103 0.326 6.0 Ox 0 VIFx 10.8 75.0 bed3 h 1749 116 111 0.322 6.0 Ox 0 VIFx 12.1 75.0 tam -din -kit c 2625 132 169 0.359 7.0 OX 0 VIFx 2.9 75.0 famdin-kit-A c 2625 132 169 0.329 7.0 OX 0 VIFx 10.2 75.0 famdin•kit-B c 2625 132 169 0.306 7.0 Ox 0 VIFx 16.5 75.0 m be h 818 54 26 0.318 5.0 Ox 0 VIFx 13.1 75.0 m bed h 2877 192 117 0.322 7.0 Ox 0 VIFx 11.9 75.0 VAC c 128 4 8 0.361 4.0 Ox 0 VIFx 7.5 70.0 Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx Bold/italic values have been manually overridden wrightSOft• Right -Suite® Universal 2017-Jun-17 12:35:51 2017 17.0.08 RSU17013 Page 1 ACCA ...t Specific\Wyndham Preserve\Lot 6 - 1200 TR.rup Calc = WS Front Door faces: S r-- Job M Starlight - Wyndham Performed for: Lot 6 - 1200 TR Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com DING SANFORD 2~ OFPAR Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017-Jun-17 12.36:01 ham Preserve\Lot 6 -1200 TR.rup on co Cu zoo NA O LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY WYNDHAM PRESERVE - LOT 6 BOULEVARD R/W MAP COUNTY PROJECT PS-0137 0.00, s89.42'17 PLOT PLAN Dc 25' UTILITY, BUFFER, WALL, LANDSCAPE, SIDEWALK 11 11 EASEMENT 111 11 11111I11I111 11I11111111 1111 1111 LOT 7 1I11 LOT 6 1111 LOT 5 AREA = 1I1 7,179 S.F. ± 11I O O 11 11 N 10.0 1 PATIO o PAD5.5' d5.6 13.4; 5.5' 29.0 POINT OF MENCEMENT PROPOSED HWEST CORNER 1 STORY RESIDENCE pj HE NORTHEAST4FOF3740SALTMARSHO OF SECTION w c LOOP 17-20-31 CCR #55989 1200 ATLANTIS 00ELEVATION - T GARAGE - RIGHT Z WESTERLY LINE OF I1 Ca 5.7 FFE= 30.9 11 THE NORTHEAST 1/4 OF SEC 17-20-31 v 2.3 BASIS OF BEARING) c of 11 o. 1 N I 1 n I 1 a3 OU 1 Mc21.0T.Mwcc; 5.5' 13.5' 16.00' o I POINT OF In BEGINNING ED I DRIVEW 10' UTILITY EASEMENT (P) EN89'40'51 rL 399.00' 89'40'51 IF 40.0 PROOSED 5' J CO CPSIDEWALK c o 1CONC CURB Q SALTMARSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) 44L__ 4 330.00' S89'40'S1'W VPCP rcr —rove cqul men" LEGEND:ADUSSD-Access Droino a Utilities Sidewalk9 / / ' LB -Licensed usiness BFP-Backflow Preventer Sight Dist nee Easement Survey PRM-Permanent Ref. Monument R Reported PCP -Permanent Control PointISD -Description FP&L-Florida Power do Light P -Plat FFE -Finish Floor Elevation D.B.-Deed Book IZ-Water Meter O.R.-Official Records Book 1:4-Water Valve P.B.-Plot Book Fire Hydrant Pg.-Page RCE-Reclaimed Water Meter Mev.-Elevation RCM -Reclaimed Water Valve Cone. -concrete Cable Box BP -Brick Paver ID -Telephone Box SW -Sidewalk El -Electric Box FFE-Finished Floor Elevation O—Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet A -Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Util'ity Easement COO -Clean Out FMGD-MAG NAIL & DISK iCVD4-Irrigation Control Valve P.K.-Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 WM-Gate Water Valve SPKD-Set P.K. do Disk L87768 I Gas Meter nR-Found 1/2' Iron Rod LB7768 1 -Existing Grade FIP-Found 1/2' Iron Pipe L87768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk L57768 -_-Drainage Flow Direction FCM-Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 As-Built/ExisGnc Grad Note: Some items in above leaen may not be aaa icable I Description I Date I Dwn.ICk'd I P.C.IOrder N—o. I REVISED AC PAD I 9/06/17 I JE I JDL WYNDHAM PRESERVE LOT 6 Proposed) LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: rn r) O n O v COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00.19'09"E., a distance of 329.64 feet; thence N.89.40'51"E., a distance of 399.00 feet to the POINT OF BEGINNING; thence N.89°40'51"E., a distance of 40.00 feet; thence S.00.19'09"E., a distance of 179.47 feet; thence S.89°42'17"W., a distance of 40.00 feet; thence N.00.19'09"W., a distance of 179.48 feet; to the POINT OF BEGINNING. Containing 7,179 Square feet, more or less. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. t7P n - Z3(03 BUU.DING 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. Ok to construct single family home with setbacks and impervious area shown on plan. .32. 3 % t np 12-00 At- 6tis See -T CTI- SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon ore from the construction plan for `WYNDHAM PRESERVE' City of Sanford Seminole County, norido. 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 pion and/or instructions per client (not field verified) Wige Lei CS LV ONLY e w 7 3 s o e _.tc nF a - LOT AREA CALCULATIONS LOT = 7,179 SQ.FT. LIVING AREA= 1,200 SQ.FT. GARAGE = 424 SQ.FT. ENTRY = 75 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 109 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 32.3 X SOD = 4,857 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD 126 SQ.FT. TOTAL AREA AREA = 8.179 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 309 SQ.FT. SOD = 4,984 SQ.FT. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone "S" DESCRIPTION: PROPOSED LOT 6, according to the plat of "WYNDHAM PRESERVE", 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. NOT VAUD ER NO. LS6915 AND THE ORIGINAL Drown: MTP I Checked. JDL I P.C.: Data File:BrsssonEost-Plot Date: 06/20/17 Dwg: BriminEiet-loth Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E Field Bk: ice. RECORD COPY PALILIPAIERFW CELECTRIC Starlight Homes 1200 Atlantis, Wyndham Preserve LOAD CALCULATION June 9, 2017 1. HVAC LOADS (NEC 2011 - 220.82(C)(31- (41) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.00 TON 3.60 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 9.27 KVA TOTAL LOAD FOR COMPRESOR @ 100% 3.60 KVA TOTAL LOAD FOR AIR HANDLER (Qu 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 7.29 KVA 11. GENERAL LOADS (NEC 2011- 220.82(B)(1) - (4)1 LIGHTING 1200 Sq Ft @ 3VA/Sq. Ft 3.60 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) 7 8 1 08 DISPOSAL(l) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) DING 1 12 RANGE/OVEN (2) 0 12.00 KVA 7.2 COOKTOP CIRCUIT SA NFpRD 1 7.2 SUMMER KITCHENUENAIR 25 MICROWAVE CIRCUIT FPA1'tlt` 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AW SAUNA/WHIRLPOOL 7.2 30AW POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AW POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.10 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) (Qn 40% 9.64 KVA SUBTOTAL (GENERAL LOADS) (NEC 2011 - 220.82(BI) 19.64 KVA HVAC LOADS 7.29 KVA GENERAL LOADS 19.64 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)1 26.93 KVA MINIMUM SERVICE SIZE 112.19 AMPS RECOMMIENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: 1113056 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Project Name: Lot 6 Wyndham Preserve Model: 1200 Ada I is10 a115 Lot/Block: 6 Subdivision: Wyndham Preserve Address: N/A City: Sanford State: FL 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 20 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# I Truss Name I Date I No. I Seal# I Truss Name Date16/26/17d11T114542531A166/26/17 118 IT114542701HJ7A 12 1 T114542541 A2 1 6/26/17 119 I T11454271 I V3 1 6/26/17 13 1 T11454255 1 A3 1 6/26/17 120 1 T114542721 V5 1 6/26/17 1 14 1 T11454256 1 A4 1 6/26/17 1 1 1 1 I 1 1 I 1 1 15 1 T114542571 A5 16/26/17 6 1 T11454258 1 A6 6/26/17 17 1 T1 1454259 1 A7G 1 6/26/17 18 1 T11454260 1 BIG 1 6/26/17 19 1 T11454261 1 B2 1 6/26/17 110 1 T11454262 1 B3 1 6/26/17 111 I T114542631 E14 1 6/ 26/17 112 I T114542641 CJ1 1 6/ 26/17 113 I T114542651 CJ3 1 6/ 26/17 114 1 T114542661 CJ5 1 6/ 26/17 15 IT11454267JEJ7 6/26/17 16 IT11454268JEJ7G 6/26/17 117 1 T11454269 I HJ7 1 6/26/17 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 (Groveland, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. a 7 - 2 3 6 8 ER' P,F 4i No 2 9 • p'. STATE OF - i Gof N A' Ml Waller P. Rnn PE No.= 9 MiTek Usk Inc. FL Cert 6634 6904 Parke East R4 Tampa Fl. 33610 Date: June 26,2017 Finn, Walter l of l Job Truss fuss ype ry ply T114542S3 1113056 AtG if Girder 1 t Job Reference bona) Buddees Fist Soutce. Groveland, FL. 34736 7 640 s Apt 19 2016 Mnek Industries. Inc. Mon Jun 26 11:44.19 2017 Page 1 ID:75SJeCO8yOW2itGVr5nBLly96Pw-NMv$guYSRs2bW WTMilbbTVD_xzbwUrOeK5VxZOz2RGg rt-0-0, 3-9.14 7-0-0 12.0.9 16.11.7 22-" 25.2.2 29-0-0 M24 1-0-0 39.14 32.2 509 4.1013 5 8 32.2 3.8.14 1-0-0 1 ch I j1 Scale . 1:52 8 8x12 = 2x4 II 3x8 = 6x8 = 5.00 12 4 22 23 5 24 25 26 6 27 28 7 17 16 29 30 15 14 31 32 13 33 34 12 11 1.Sx8 STP = 20 11 30 = 6x12 MT20HS = 2x4 11 3x8 = 20 11 1.5x8 STP = 5x8 = 5x8 = 5x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.33 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Veri(TL) -0 58 13.15 >596 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.13 9 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 179 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc puffins. 4-7: 2x6 SP M 26 SOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2007/0.8-0, 9=2007/0-8-0 Max Horz2=-77(LC 9) Max Upl1112=-948(LC 8), 9=-948(LC 9) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-4649/2167, 3-4=-4527/2122, 4.22=-5573/2657, 22.23=-5574/2657, 5-23=-5577/2658, 5- 24=-5573/2655, 24.25=•5573/2655, 25-26=-5573/2655, 6.26=-5573/2655, 6- 27=-4235/2014, 27.28==-4232/2014, 7-28=-4230/2013, 7-8=-452612118, 8-9=4648/2167 BOT CHORD 2-17=-2000/4271, 16.17-2000/4271, 16-29-1901/4193, 29-30=-1901/4193, 15. 30=-1901/4193,14.15=-2548/5574,14.31=-2548/5574,31-32=-2548/5574, 13- 32-2548/5574,13-33=-2548/5574,33.34=-2548/5574,12-34=-2548/5574, 11- 12=-1923/4270, 9-11— 1923M270 WEBS 3-16=-224/259, 4.16-169/620, 4-15=-780/1637, 5-15=-598/496, 6-13=0/360, 6- 12=-1595/772, 7.12— 506/1370, 8-12-222/262 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; 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 psi 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 948 lb uplift at joint 2 and 948 lb uplift at joint 9. 8)' Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7-0.0, 87 Ib down and 122 Ib up at 9-0-12, 871b down and 122 Ib up at 11.0.12, 87 Ib down and 122 Ib up at 13-0-12, 87 Ib down and 1101b up at 14.6-0, 87 Ib down and 122 Ib up at 15-11-4, 87 Ib down and 122 Ib up at 17-11.4, and 87 Ib down and 122 Ib up at 19-11-4, and 173 Ib down and 213 lb up at 22-0.0 on top chord, and 307 Ib down and 137 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11- 0-12, 65 lb down at 13-0-12, 65 lb down at 14.6-0, 65lb down at 15-11-4, 65 lb down at 17-11-4, and 65 lb down at 19.11.4, and 307 Ib down and 137 Ib up al 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Mond@® 6Pt62&QSE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). A WARNING • VMfy du/gn pan nnstent and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD7473 rev. 1MM15 BEFORE USE Design vaild for use only with Mllekb connectors. lids design Is based only upon parameters shown. and Is fa an IndIvidual building component not use. the designer must verily the "Icabllly of design parameters and property Incorporate this design Into the overall abussystem. Beforebuilding building design. ®acing kxftafed Is to prevent budding of Indkrkhral truss web and/a chord members only. Additional temporary and petma neni btacing M iTek' Is aMrays teed lot stability and to prevent collaf;se with possible personal In}ay rind property damage. For genetal gukkme tegardling the fabricatim storage, delivery, erecfton and tttocblg of tenses and Was systems seeANSVVI I Cua9ly Cdtedo, DSB-89 and BCSI BuDding Component 6904 Parke East Blvd Safety Information avd0able from Ins Rate Institute. 218 N. Lee Streel. Suite 312. Alexandria VA 22314. Tarnpa, FL 33610 Jo runs russ ype yPly T11454253 1113066 AtG Hip Gitdes 1 t Job Reference (optional) Busders First source. Gtoveland. FL. 34735 7 e4u s Apr t o zota rau t ea dtaustnes, me. aeon aun ze n n.44:zu zut 7 rage z ID:75SJeCAByOW2rtGVr5nBLIy96Pw•rYT W tEZmCAAS8g2ZJM7g01m9hNwOD7loYIFU6gz2RGf LOAD CASE(S) Standard 1) Dead t Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-126(F) 7=-126(F) 14-41(F) 16— 307(F) 12= 307(F)22=-87(F)23=-87(F)24=-87(F)25=-87(F)26=-87(F) 27=-87(F)28=-87(F)29=-41(F)30=-41(F) 31=-41(F) 32=-41(F) 33=41(F) 34=-41(F) WARNING - Vedy design paramererr and READ NOTES ON TN15 AND INCLUDED ARlEK REFERANCE PAGE 1IP7473 rov. 1003WIS BEFORE USE Design valld for we only wish IvnlekO conneclom This design Is based only upon paaneters shown, and Is for an ndMata building component, nor a truss system. Before use, the building designer must verify the "Icabliy of design paanetas and properly incorporate This design Into the overall btldUng design. Bracing bxBcated Is to prevent budding of Individual truss web and/a chord membets only. Additional tempasay and permanent bracing MOW Is dwdtys reqbed lot stability and to prevent conapse with possible personal hWy and property damage. For genetal guidance regadng the fabrication, storage, dellvery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality CAterlo. DSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Information avcDdsle from Truss Plate Institute. 218 N. Lee Sheel. Suite 3IZ Alexandria. VA 22314. Tempa, FL 33610 Job Truss Truss Type Oty Ply Ttt454254 1113056 A2 Hip t 1 Job Reference (optional) Buildefs First source. Grovelend. FL. 34736 7 640 a Apr 19 2016 Wait IndusOres, Inc Wn Jun 26 11:44 21 2017 rage 1 ID:75SJeC08yOW2itGVrSnBLIy96PwJkOvSaaOzUlJmgdls3e3YwJC[nAgyjixnP 2eGz2RGe r1-0-0, 4.9.14 8-0-0 14.6-0 20-0-0 24.2.2 29-0.0 30.0-Q t 00 1-914 4.2.2 S-0 5-6-0 4-2.2 49.14 Scale. 1:52.8 4x6 = G M f- 3x8 = 4x6 = 3x6 i 30 = 3x4 = 2x4 II 3x4 = 3x6 9-0-0 14.6.0 20-0-0 29." 9-0-0 5.60 5-" 9-0-0 Plate Offsets KY)-- 12:0.3-0,0.1.81,16:0-3-0,0-1-81 LOADING (psi) SPACING- 2.0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) 0.14 9 >999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0.37 11-14 >953 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 126 lb FT = 0% 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 6.11.15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1127/0-8.0, 6=1127/0-8-0 Max Horz 2=-98(LC 11) Max Uplift2=-475(LC 10), 6_ 475(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1893/713, 3.4=-1670/708, 4.5=-1670/708, 5-6=-1893(713 BOT CHORD 2.11=-562/1657, 10-11=-709/1928, 9.10_ 709/1928, 8-9=-709/1928, 6-8=-546/1657 WEBS 3-11=-57/417, 4.11=-433/217, 4-8— 433/217, 5-8= 57/417 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=S.Opsf; h=1511; Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 475 lb uplift at joint 2 and 475 lb uplift at joint 6. 7)'Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING . Vadly dasryn paranWars end READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE MD-7473 rov. 11001WIS BEFORE USE Design valkl fa use orgy Win Mnekb connectors. this design Is based only upon paameters shown, and is rot an IndMd al lxAW10 componenl. rot a truss system. Before use, the building, designer must verity the appflcabilty of design parameters and properly Incorporate Mls design Into the ovetall building design. hoci ng tI1NCated Is to prevent bucking of Individual truss web and/a chord members only. Adall lonal temporary and permanent dac V M iTek' Is always requited fa stability and to prevent collapse with possible personal "and property damage. For general g/da1Ce tegadrg the falxrtcallon. storage, delivery. etectlon and baring of trusses and truss systems, seeANSVIPI I Qualify Criteria, OSB-89 and SCSI SuSmng Component 6904 Parke East Blvd. Safety Information avallable from truss Rate Institute. 218 N. Lee Sleet. Suite 312. Alexa sift VA 22314. Tarltpa. FL 33610 Job I cuss rlrss ype ry ply' Tt1454255 1113056 A3 HIP 2 t Job Reference lanai aullaere rile! Source. tdlawetena, FL. J4736 7.640 S API 19 z016 MI I OR InaUS111", IIIC. Marl Jun 16 11.41 zl z01If Page 1 ID:75SJeCO8yOW21tGVr5nBL1y96Pw•JkOvSaaOzUIJmgdls3e3YwJFUnDUykgwlP 2eGz2RGe r1-0-0, 5.9.14 11-0-0 18-0-0P 23.2.2 28-0-0 3a0-D 1 0-0 5-9- 4 6-2.2 7-0-0 5 2.2 6.9.14 Scale - 152.8 5x8 = 4x6 = 3x4 i 20 II 3X4 = 3x4 = 3xB = 2x4 11 3x4 S 8.14i 11-0-0 2318-" .2.2 L-- S0.1d S.A9 7.r1.n 59.9 S.a.td Plate Offsets (KY)-- r2:0-3-0,0-1-8),14:0-5-12,0-2-81,17:0-3-0,0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 VBri(TL) -0.31 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 HOrz(TL) 0.10 7 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 140 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1127/0.8.0, 7=1127/0.8.0 Max Horz 2= 1 18(LC 10) Max Upli112=-468(LC 10), 7=-468(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2159/822, 3.4=•1730/654, 4.20_ 1558/653, 5-20=-1558/653, 5-6=-1730/655. 6-7=-2159/824 BOT CHORD 2.13=-776/1939, 12-13=-776/1939, 11-12=-503/1557, 10-11=-503/1557, 9-10=-661/1939, 7.9=-661/1939 WEBS 3.12- 440/303, 4.12_ 67/385, 5-10=-57/385, 6.10= 439/306 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=S.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb uplift at joint 7. 7)'Semi-rigid pitchbreaks including heels' Member end lixity model was used In the analysis and design of this truss. WARNAVG • Vertly design parameter and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MP7473 rev. 101113 01 S BEFORE USE Design valld rot use only with Wekb con nectots. D* design Is based only upon paaneters shown. and Is tot an Individual landing component, not a hnm system. Before use. the 1xAdmg designe must verify the "Icablilly of design paametem and property lncofpaate this design Into the overall Wdhg design. WacV* Indicated Is to prevent twcNing of hndtvk1tr l If1As web and/or chord members only. Additional temporary and permanent rxachng MiTek' It always teralLed" stability and to prevent cogapse Win possRrle personal Imlay and properly damage. For general guidance regadbng the labrlcatkln storage, delivery, etectlon and btacbng of Moses and MIA systems, seeANSI/IPI I Quality Cdtefb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdluble hour truss Plate bnstiMe, 218 N. lee Sheet, Suile 31Z Arexa dla. VA 22314. Tampa. FL 33610 rusts truss type ry T11451256 1113056 A4 Hip 2 1 lJobReference(optional) ounam a mist auurce, wwownu, rL. 3 rao r "o a API 19 Z016 1MI BK Inouslnei, Inc ea6n dun z6 11 44:zz 2017 Pagel ID.75SJeCOSyOW 2dGVr5nBLIy96Pw-nxaHlwbOknOANzCxOn9l58rVmAZxh7k403kbAiz2RGd 6.0-14 13-0-0 16-0-0 22.2.2 29.00 30-0-0 1.0.0 6-9•t4 6.2.2 3-0-0 6-2.2 6.9.14 1-0-0 scale - 1.52.8 5x8 = 20 4x6 = 3X4 15:; 2x4 II 30 = 3x4 = 2x4 11 3x4 3x8 = 6-9.14 13-0-0 tfi-0-0 22-2-2 29-0-0 69.14 6.2.2 3 - 6-2-2 Ra.1 A Plate offsets (Y Y)-- 12:0.3-0.0.1-81,14:0.5-12,0.2.81,17:0-3-0,D-1-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Ven(TL) -0.31 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.10 7 OVA n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 144 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=1127/0-8-0, 7=1127/0-8-0 Max Horz2=137(LC 10) Max Uplilt2=-465(LC 10), 7=-465(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2127/789, 3.4=-1546/574, 4-20=-1371/582, 5.20=•1371/582. 5.6=-1547/574, 6-7=-2127l791 BOT CHORD 2-13=-755/1905, 12-13=-755tl9O5, 11-12=-407/1369, 10-11=-407/1369, 9-10— 620/1905, 7-9=-620/1905 WEBS 3-13=0/255, 3-12=-607/386, 4-12=-118/353, 5-10=-115/354, 6-10=-605/388, 6-9--W54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 toads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2 and 465 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A& WARNING- Veft design pemnatere and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE A/1117473 rev. 1402,201S BEFORE USE Design wild lot use only with Mnek8 connectom 11%design Is based only upon paameterss mown sand Is lot an lndlvkAxf tluldi ng component, not o tiuss syslem. before use, the building designs must vedfy the applleabllly of deslgl parametersand property lncogwrate Bnk design into Ohs overall bt& dng design. ®acing Indicated is to prevent bucMV of Individual this web and/or cMrtl members only. Additional lempaary and p atmonenl btachlg MiTek' Istfvaysretpfredforstabilityandtopreventcollapsewithpossmlepersonal 1jry and property damage. ror genetal gtAdance tegadng the IatxlcatlOn stotoge, delivery, erection and bracing of Inrsses and fens systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn lrtrs Rafe Institute. 218 N Lee Sheet. Suite 312, AlexandrkK VA 22314 Tampa, FL 33610 Job Fuss Fuss type y y Tt1454257 1113066 A5 Common a t Job Reference (optional) Buddefe First Source. Grovetand. FL. 34736 r.bty a apt 1Y zuib nuteK mausates, inc. twbn dun zb t t ++ zd zvi r Faye i ID:75SJeCO8yOW2itGVrSnBLIy96Pw-G78f W GbfVSY 1?7n8_UgxdLOeJagSOdtE F1TBt9z2RGc r1 0-0 7-6.14 14.6-0 21.5-2 2"-030-0-0 100 7-6-14 6-tit-2 6-11-2 7.6.14 Scale - 1:52 4 4x6 = 5.00 12 o 0 3x6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 REACTIONS. (lb/size) 2=1127/0-8-0, 8=1127/0-8-0 Max Harz 2=-152(LC 11) Max Uplift2=-462(LC 10), 8=-462(LC 11) 3x4 = 3x4 = 3x4 = 3x6 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.57 Veri(LL) -0.2810-12 >999 240 MT20 244/190 BC 0.85 V@ri(TL)-0.5610-12 >621 180 W B 0.32 Horz(TL) 0.09 8 n/a n/a Matrix-M) Weight: 126 lb FT = 04b BRACING - TOP CHORD Structural wood sheathing directly applied or 3.6-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-2041/793,3.4=-1802/694,4-5=-1724l715, 5.6=-1724/715,6.7=-1802/695, 7-8=-204ln94 BOT CHORD 2.12— 766/1822,11-12=-353/1219,11.19=-353/1219,10-19=-353/1219,8-10=-616/1822 WEBS 5.10=-284/630, 7-10=-394/399, 5-12=-283/630, 3-12=-394/399 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph, TCDL=4.2psl; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intenor(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) The solid section of the plate Is required to be placed over the splice line at joints) 11. 4) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 pst 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 tit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 462 lb uplift at joint 2 and 462 lb uplift at joint B. 8) 'Semi -rigid pttchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNWG - gorily design panmaters and READ NOTES ON THIS AND WCLUDED UrrEK REFERANCE PAGE M&M73 mv. 16011 IS BEFORE USE Design valid lot use only with Mllelc®conneclots Rds design Is based only upon pwamelers shown. and Is lot an b1dlNWtal 1xAding component nor a truss system. Below use. the building designer must verify the applicability of design parameters arid properly incotpofote this design Into the overall building design. ®acing Indicated Is to budding of Individual toss web and/or chord members only. Additional temporary and permanent brackng MiTek' prevent Is always rectulied lot stability and to prevent collapse with possible petsorxl bVuy and property damage. Fogy general guidance tegacang the 6904 Parka East Blvdfabrication, storage. delivery, eiecllon and bracing of muses and mtSS systems seeANSt/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SaueyInformationavailablefrombutsRatetnstltute. 218 N. lee Street Stlte 312. Atexandnkt. VA 22314. Job russ ype ry Ply T114WSO 1113056 1:6- ss Root Special I I Job Reference(optionart BVIIders First Source. Gloveland, FL. 34736 1.540a Apr 19 zelb Mtl ea tnauslnes. Inc. moe Jun zo 11.44.Z3 ZV1 r regal ID: 75SJeCOByOW2itGVr5n8Lly96Pw•G78f W GbfV5Y 1?7n8_UgXdLOYoasAObHE FIT8i9z2RGc r14} 0, S$-14 10.6-0 12-0.0 , 20-0.0 24.2.2 28-0-0 30-0-0 1- 0-0 S$•14 4.11.2 16-0 8-0-0 4-2.2 4.9.14 Scale = 1:63.8 US = Sx6 = sx8 = 3x4 - 30 = SX8 = 30 = 3x4 = 3x6 = 6 4 12-0-0 1 20- 0-0 29-0-0 314 541-2 8-0-0 9-0-0 Plate Offsets MY)-- 12:0-3-0.0-1-81.16:0.5-12,0.2-81,18:0-3-O.Edgel LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.17 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) -0.39 10-12 >899 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.10 8 n/a We BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 141 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5- 6: 2x4 SP No.1 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1126/0.8.0, 8=1128/0-8-0 Max Horz2=112(LC 10) Max Uplllt2=-416(LC 10), 8=-507(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-21671762, 3-4=-2081l791,4.5=-2201/972, 5.6=-1961/833, 6-7=-1906/834, 7- 8=-2145/995 BOT CHORD 2-13=-679/1950, 12-13=-436/1570, 11-12=-596/1736, 10-11=-596/1736, 8.10=-827/1933 WEBS 3.13_ 253/269, 4-13=-269/467, 4-12=-613/1242, 5-12=-1130/645, 6-12=-162/274, 6. 10_ 14/360, 7-10=-233/253 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=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 416 lb uplift at joint 2 and 507 Ib uplift at joint 8. 7)' Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - yedry daslgn perem4ters and READ NOTES ON THIS AND INCLUDED IIIITEK REFERANCE PAGE M67473 rev. IGUIMIS BEFORE USE Design valkl lot use only wtdn MnekO conneclois Inns design Is based only upon parameters shown. and Is too an Individual building component, not o truss system Bolooe use, the balding designer must verity Me applkablilN of design parameters and property I ncoirmate it* design Into One overall balding design ®acting Indkoted Is to buclding of In ilvickr<0 truss web and/or choioid members only. Acidtlond temporary and pemaneni bracing MOW preventIs always teguired la skIDBtty and to prevent collapse with possible personal "and property damage. For general quittance regarding the 6904 Parke East BW fabricationstorage. delivery. ejection and bracbng of muses and Inst systems. seeANSI/rPI I Quality CrIlatio, DSB-89 and SCSI Building Component Tarnpa. FL 33610 SafelyinformationavdlabtefromIraniPlateInstitute. 218 N. Lee Street, Suite 312 Alexdndda. VA 22314. Job Fuss I Fuss I ype oty Ply T11454259 1113056 A7G Root Special Girder t t Job Reference bona Butldera First Source, Gioveland, FL. 34736 7.64u s Apr 111 zom bU t eb rnausmas, inn. nlen JUn lb 11 4424 LU1 r rage 7 ID:75SJeCO8y0W2itGVrSnBLIy96Pw-kJillbcHGPgudHMKYCBmAZxpL Ag9_MNTNDiFbz2RGb 1-0.0, SIi-14 10.6-0 14-0-0 18-0-0 22-0-0 25.2-2 29-0-0 30.0-Q 7 5-0.14 4.11.2 36-0 4-" 4-0-0 3.2.2 3.9.14 't-0-0 Scale = 1:53.8 4x6 = 1 5x8 STP= 2x4 II 3x8 = 6x8 = 20 11 3x8 = 6x8 = 2x4 11 1.5x8 STP = 3x6 i 5 6 14 10 6-0 14" 18-0-0 22-0-0 252.2 29-0-0 5-ri-td 4-tt-2 36-0 4-0-0 4 0 32.2 3914 5x8 = Plate Offsets ()(,Y)-- 17:0.1-12,0-3-121,19:04-O,Edael.112:0.3-8,0-4-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Veri(LL) 0.32 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) -0 58 13.14 >597 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.74 Horz(TL) 0.13 9 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 176 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except' 9-15: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc purtins. BOT CHORD Rigid telling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (lb/size) 2=151310-8-0, 9=2170/0-8-0 Max Harz 2=112(LC 34) Max Uplifl2=-615(LC 8), 9=-1045(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3375/1305, 3-4=-2890/1251, 4-5=-2859/1238, 5-6=-5109/2403, 6-7_ 5109/2403, 7.8=•5048/2425, 8-9=-5030/2395 BOT CHORD 2-17=-1223/3088, 16-17=-1223/3088, 15-16=-1878/4543, 14-15= 1878/4543, 13-14=-1874/4542, 13.22=-2125/4715, 12-22=-2125/4715, 11.12=-2135/4624, 9-11=-2135/4624 WEBS 3-16=-540/351, 4.16_ 815/1945, 5-16= 2488/1237, 5-13=-519/812, 6.13— 371/266, 7.13= 443/657, 7-12=-628/1456, 8-12=-236/267 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=4.21>sf; BCDL=S.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever tell and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 615 lb uplift at joint 2 and 1045 lb uplift at joint 9. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 177 lb up at 22-0-0 on top chord, and 1358 lb down and 631 lb up at 21-1-8, and 51 lb down and 39lb up at 21-10.15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 c;ontlnuea on Page z WARNING- VOArT design paramerore and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 1111114473 rev. 1003WIS BEFORE USE Design valid tot use only with Mflekb connectors. hots design Is based orgy upon paametets shown, and Is for an hldlvldrd building component. not a truss system. Before use, the building designer must verify the appllcablilly of design patamelers and properly lncorpaate this design Info It* ovetall biding design. ®acing bxWaled Is to prevent budding of Individual In=web and/a chord members only. Additional lemMa y and petmalent bracing M iTek' Is always tegLed for stability and to prevent collctpse with possible personal hnlrey and property damage. rot general guidance regarding the fabrication, storage, delivery, erection and basting of misses and Inns systems seeANSVM I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salary Information available Rom truss Plate institute, 218 N. Lee Street. Sidle 312. Alexandria VA 22314. Tarltpa. FL 33610 Jo ruSS Truss Type yPly T11454259 1113056 1:70 Roof Spatial Girder 1 1 Job Reference (optional) Sudaera 1-1rsI Settles, Liraveland. K. 34736 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1.4-54, 4-5=-54, 5-7_ 54, 7.1D=-54, 2-9_ 20 Concentrated Loads (Ib) Ven: 7=-63(B) 12=-8(B)22=-1358(B) 1.64U S Apr 1 V ZU15 aD f eR tnaUStne6. Inn M6n JUn Z6 11-44 ZS ZUl r Page Z ID 75SJeCOSyOW2itGVrSnBLly96Pw-CWGPxxdvtiolERxWSvi7imT_ROWuuRcXityFnlz2RGa WARNING - V dty dsaign panmaten and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE /f67473 rev. 160MIS BEFORE USE Desl®1 valid lot use orgy wlm Mtek® connectors. D* design It based orgy upon paameters mown. and Is lot an hdltAUx9 b tddhg component not a hm system. Belote use, the bLMdhV designs must vestry the applicabliy, of design paameters and piopesty Incotpaate this design Into the ovesail btrarg design. @achy Indicated is to pevent bucbbl0 of dxfMdual it= web and/os clad members orgy. Addillorxi lempaary and permanont rAOChg M iTek' Is always tetlfired for stability and to peveni collapw with possible personal hfu y and pioperty damage. rat gw*ici gnldance iegadbg the labdrallm stacge, delivery, efecllon arid brcrebg of musses and in= splems. seeANSVMI I Quality Cstterlo, DSB-89 am SCSI luUmng Component 6904 Parke East Blvd. Safety INormalon avalable aom trim Rate btsltute. 218 N. Lee Stseel. Suite 312. Alexandda, VA 22314. Tarrga, FL 33610 Job russ russ ype ry ply T114S4260 if 130S6 BI G Hip Girder 1 t Job Reference Gona Budder's First Source, Gioveland. FL. 34736 7.640 a Apr 19 2016 Miler inausinas. Inc. ewn Jun Z6 11:4425 2017 1'e9e 1 ID:75SJeCOByOW21tGVr5nBLty96Pw-gigo8HeXoOwcsbVifdEEF OB2aOdlXgxhipJUz2RGZ 3-8-2 7-0-0 10{r0 14-0-0 _ 17.2.2 21-0-0 1-0-0 341-2 33.14 3-6-0 3-t3 0 3 2.2 3.9.14 Scale - 1:38 6 5x8 = 20 11 5x8 = 3x6 = 3xB Wr20HS = 3x4 = 3x8 = 3x4 = 2x4 11 3x6 = 2x4 11 3-0 2 7-0-0 10 3 0 14-0.0 17.2-2 1 21-0-0 3A9 33.14 3.3a 38-0 3.2.2 3-9.14 Plate Offsets MY)— r4:0-5-12,0.2-81,16:0.5.12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) 0.18 12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 096 Vert(TL) 0.31 12 815 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.10 8 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 106 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. REACTIONS. (Ib/size) 2=1456/0-8-0, 8=1455/0-8-0 Max Horz 2=-78(LC 13) Max Uplift2=-695(LC 8), 8=-695(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2933/1370, 3-4=-2837/1353, 4-22=-2942/1413, 5-22=-2942/1413, 5.23=-2942/1413, 6-23=-2942/1413,6-7=-2835/1355,7-8=-2938/1375 SOT CHORD 2-15=-1262/2657, 14.15=-1262/2657, 13-14=-1262/2657, 13.24— 1190/2622, 12-24=-1190/2622, 12.25=-1133/2622, 11-25=-1133/2622, 10.11=-1186/2661, 8- 1 0=- 1186/2661 WEBS 3-13= 224/265, 4.13=-129/487, 4.12_ 235/470, 5-12=-409/363, 6.12=-235/470, 6-11 =- 134/487, 7-11 =-221/259 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=5.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (envelope) automatic zone; 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 psi bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 8. 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7-0-0. 87 Ib down and 122 Ib up at 9-0-12, 87 Ib down and 1101b up at 10-6-0, and 871b down and 122 Ib up at 11-11-4, and 1731b down and 213 Ib up at 14-0-0 on top chord, and 307 Ib down and 137 lb up at 7-0-0, 65 Ib down al 9.0.12, 65 Ib down at 10-6.0, and 65 Ib down at 11-11-4, and 307 Ib down and 137 Ib up at 13.11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 Continued on Dane 2 WARNING • Verify design puurreters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. I&IM IS BEFORE USE. Design valid lot use only with MllekO correctors. This design It based orgy upon parameters shown, and Is for an Individual buldblp component not a huss system. Before use. the building designer must verity the applicability of design paaneters and property Incorporate this design Into the overall M llatW design. Docing Indicated is to prevent buckling of Individual buss web anxd/a chord members only. Additional temporary and permanent bracing MiTek' is always required lot stability and to prevent collapse wllh possible personal InJrny and property damage. For general guidance iegantlIng the fabrication storage, delivery. erection CM brocblg of trusses and pnns systems. seeANSI/TPI I Quality Criteria, DSS-89 and SCSI Bugling Component 6904 Perks East Blvd. Safety Information avc0abde from Inns Rate bnsllMe. 218 N. Lee Sheep. Suite 312. Alexandrkt VA 22314. Tarnpa, FL 33610 Job Truss russ ype ty 114S1260 T1113056 BIG Hip Girder 1 t Job Reference(optional) tsuaaers Fast source, lfrovesauro. rr. J41rib u a Npr l V eul o Mr 1 s6 Mousin", oK. M sun ZO I I +-xo "I / Fogs Z ID: 75SJeCOByOW2ilGVr5nBLly96Pw-grgoBHeXoOwcsbVildEE F_0B2orOd 1 XgxhipJUz2RGZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 4-6=-54, 6-9=-54, 16-19=-20 Concentrated Loads (lb) Ven: 4=-126(B) 6= 126(B) 13=-307(B) 12= 41(B) 5=-87(B) 11 =-307(B) 22= 87(B) 23= 87(B) 24— 41(B) 25=-41(8) WARNING - Verity datIgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE Nb7472 rev. 16039015 BEFORE USE Design valid for use only with Mllek® conneclom inks design Is based only upon parameters shown. and Is lot an Individual building component. not a hull system. Before use. the building designer mist verify the arolcabllty of design parameters and property IncoWate IN; design Into the ovesall building design. Bating bxkated is to budding of Individual truss web and/or chord members only. Additional temporary and pesrna nent txacing MiTek' reveniis always requLed for stability and to prevent collapse with possible personal hVuay and property damage. pop general guidance regarding the labrk: atkxl, storage, delivery, election and bracing of trusses and Inns systems, seeANSI/1PI I Cuallfy Cdtado, DSB-69 and SCSI Building Component 6904 Parke East SW. Safely Intormatlon available horn (russ Plate Imlitule. 218 N. Lee Sheel, Suite 312. Alexandria VA 22314. Tarrtpa. f L 33610 Job T cuss Truss Type y T114S1261 1113066 82 Hip 1 1 Job Reference bona Budders Flrat Source. Gtovelana. FL. 34736 r Wu a Apr to zulb ra r ex i neuslnes, me imn JYn zb 11:11:Zb evi / rage i ID:75SJeCOByOW 2itGVr5nBLIy96Pw-glgoBHeXoDmsbVildEE F_OEzovnd 1 egxhipJUz2RG2 4.9.14 9-0-0 _ 12-0-0 16.2.2 21-0-0 22-0-0 1-0-0 4.9.14 4.2.2 3-0-0 4.2.2 4.9-14 Style - 138.6 4x6 = US = 4 0 3x6 = 3x8 = 3x4 = 30 = 3x6 = 9-0-0 9-0.0 3.0-0 9-0-0 Plate Offsets (Y Y)-- 12:0.3-O,Edael,15:0.5-12,0-2-81,17:0-3-O,Edael LOADING(psl) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 VBrt(LL) 0.12 9-17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(Q 0.32 9-17 795 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 HOIz(TL) 0.05 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 99 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.7.7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=831/0-8-0, 7=831/0-8-0 Max Horz 2=-98(LC 11) Max Upli112=-348(LC 10), 7=-348(LC 11) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1434/626, 3.4=-1137/428, 4.18= 1013/434, 5-18=-1013/434, 5.6=-1136 428, 6-7=-1434/628 BOT CHORD 2-11=-591/1287, 10-11=-260/1012, 9-10=-260/1012, 7-9= 494/1287 WEBS 3-11=-315/308, 4.11=-67/258, 5-9=-70/258, 6-9=-315(309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsl; h=151t; Cat. 11; Exp C; Encl., GCp1=0.18; MWFRS (envelope) automatic zone and C-C Interior(1) 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 tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348lb uplift at joint 2 and 348 lb uplift at joint 7. 7) 'Semi -rigid pilchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Via* design ptuamaters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M&7473 rev. IOWMIS BEFORE USE Design valid for use only loath MnekS connectors. Ills design It based only upon paanelers shown, and Is for an IndlvId al b4dding component, not o buss system. Befae use, the brLdnd designer must vedy the oroicabllty, of design paameters and property Worpofale this design Into iho ovefall txAcIng design. Wocthg Indlooted Is to bucaing of Individual truss web and/a chord members only. Addillond lemporay and pettnaneni baking MiT®k' prevent Is ctMrays tegrbed Rx skik Ally and to prevent collapse with possUe personal Ihllay and popedy damage. ge. For general glJdane iegadng the 6904 Parke East Blvd. labdc0i m. stofage, delivery, erection otxd brdlci ng of trusses and truss systems seeANSI/TPI I Cudty Cde ft DSB-89 and BCSI Building Component Taiga, FL 3360SallyIntormatonavc &"e tom It= Plote Institute. 218 N. lee Sheet. Suite 312. Alexandria VA 22314. Truss Truss Type aly ply T11454262 11130S6 B3 Common 5 1 lJob Reference (optional) ouxdars "Mil boulce. U10Veland. I-L 34736 7 640 s Apr 19 2016 M7ak Industnes. Inc. Mon Jun 26 11:44 27 2017 Page 1 ID:75SJeCO8yOW 2ttGVr5nBLIy96Pw-BuOALde9ZK3TU14vDKIToBZOrBHMMU 1 p9LRMrwz2RGY 6-&14 10.6-0 15.5.2 21-0-0 22-0-0 1-0-0 5.614 4.11.2 4.11.2 5.614 3x4 = 4x6 = 3x4 = 3x4 = 3X4 = 7-2.10 13-" 21-0.0 7.9.11% AAL 1:4 7_11n Scale = 1.38.0 30 = Plate Offsets MY)- 12:0-1-14,Edge1.(6:0-2-O.Edge) LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.07 8.10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert fL) 0.18 8.10 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 92 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (ILVsize) 2=831/0.8-0, 6=831/0.8.0 Max Harz 2=112(LC 14) Max Uplift2=-345(LC 10), 6=-345(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1444/560, 3.4=-1278/507, 4-5=-1278/508, 5-6=-1444/561 BOT CHORD 2.10=-536/1288, 9.10=-249/874, 8-9=-249/874, 6.8=A25/1288 WEBS 4.8=-200/442, 5-8=-276/282, 4-10=-199/442, 3-10=-276/281 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-0-12 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=4.2psl; BCDL=5.0ps1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2 and 345 lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Vedly dealpn panmetwo and READ NOTES ON TNrS AND INCLUDED MTEK REFERANCE PAGE N9.7473 rev. fI1103/101S BEFORE USE Design valid rot use Only Moth Mnek* connector& ltls design Is Hoed only upon parameters shown, and Is fa an hndlUCAlal building component. not a truss system. Before use. the bDa&1g designer must verily the g4AIcabliry of design pwamoters and property Incopotofe this design Into the overall bDdflg design. lkocing hldlcated Is to prevent budding of Individual in= web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always regtlhed to stability and to pevenl coha l se wllh possible personal hnjuy and property damage. for genetal guidance regac9ng Me labrlcallon storage, dellvery. erection and Lnrochng of trusses and truss systems, seeANSI/TPI I Quality Criteria. OSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Information available from huss Mate hutlMe. 218 N. Lee Streel. Salle 312 Alexa sift VA 22314. Tarrpa. FL 33610 Truss Truss Type oty Ply T11464263 1113056 B4 Common 3 1I Job Reference bona Vurraers first AOurce, woveiana. rL M lib / "u s w le La16 mi i eK inousines. rift Non Jun zb 11:44 z/ !VI / rage 1 ID:75SJeCQ8yOW 2i1GVr5nBLly96Pw-8uOALde9ZK3TU41vDKIToBZOgBHKMUOp9LRMrwz2RGY 1-0-0 5-6.14 10.6-0 15.5.2 i 21-" 1-0-0 5.6.14 4.11-2 4-11-2 5.6-14 30 = 06 = 3x4 = 30 = 3x4 = 7.2.10 13-9-6 21-0-0 1.9.1n B.R.13 7.7.1n Scale = 1:36.3 30 = o Plate 011sets (Y Y)— 12:0-1-6,Edtlel.16:0.1.6,Edgel LOADING (psi) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.07 7-9 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(TL) 0.17 7-9 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 91 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=776/Mechanical, 2=832/0-8.0 Max Horz2=122(LC 10) Max Uplift6=-307(LC 11), 2=-346(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1445/561, 3-4=-1280/508, 4-5=-1283/511, 5-6=-1448/564 SOT CHORD 2-9=-546/1289, 8.9=-259/875, 7-8=-259/875, 6-7=-447/1292 WEBS 4-7=-202/445, 5-7=-278/283, 4-9=-199/441, 3-9=-276/281 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 7.11.13 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; BCDL=5.Opsf-, h=15111; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 307 lb uplift at joint 6 and 346 lb uplift at joint 2. 7) 'Semi-ngid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. V WARNING - VM/y dedyn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE n8 7473 rev. 1062MIS BEFORE USE Design vaikl for use only with Ml1ek9 conneclois. this design Is Lased only upon potamelers shown. ad Is for an IdMckK11 bolding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and piopeily Incorpoiale this design Into the overall building design. ®acing udicaled Is to Ixevent buckling of Individual Inas web ant/or chord members only. Addlllonal lempaay and permanent biocing WOW Is always rec"ed for slabllly and to preveni collapse wtlh possible personal injury ad property damage. For general grldance ieWding the knbrlcatkxL storage, delivery, eiectlon and g104OCk of misses and trusssyslemt seeANSVIPI) Quality Cdrble, DSB-69 and BCSI Building Component 9904 Parke Easi Blvd Safety Inlorma8on available Iom truss Rate Institute, 218 N. Lee Sheet, Suite 312 Arecadrkx VA 22314. Tampa. FL 33610 1113DSS 711454264 1-0-0 1-0.0 1-0-0 1-0.0 2x4 = 1-0-0 1-0-0 Scale = 16.6 Plate Offsets (XY)-- 12:0-1-14.0-0.101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(Q 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=113/0-8-0, 4=4/Mechanical Max Horz 2=42(LC 10) Max Uplift3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15i1; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Inledor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 74 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING- Verity dedtyn paametws end READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MI7473 rev. raDMIS BEFORE USE Design valid for use oNy with Mllek® connectors. TW deslgn Is based only upon paanelen sown, and Is to an indMWal building component. not a liras system. Below use, the building designer must verity the appllcablity of design parameters or cl piopedy I ncorpaafe this design Into to overall txDdng design. ®acing Indicated It to prevent burckllrlg of individual hiss web and/a cord members only. Additional temporary and permanenl bracing MiTek' Is always recpLed la stability and to prevent collapse wllh possmle personal iM+y and property danage. ra general guidance reWdlng the fabrk:atbn slorage. dellvery, erection and bracing of Misses and Inns systems. seeANSI/TPI I Quality Cdterb, OSIl-89 and /CSI Building Component 6904 Parks East Blvd Safely Information available from truss Rate Institute. 218 N. Lee sheet. SrJle 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss russ I ype ry Ply T11454265 1113056 CJ3 JAck-open 10 t Job Reference (optional) Cugaers nrsl --Ounce. U10VOWng, rL. J4 rJ0 1.04u s Apr lU (a1a Mr r OK inausines. rnc. MOn Jun 1b 11 44 za zul r rage 1 ID:75SJeCO$yOW 2itGVr5nBLly96Pw-c5yYZzinKdBK5uf5n2GIKP5ckbk_SzvzO?BvOMz2RGx 1-0o 3-0-030 100 300 Scale = 1:10.9 2x4 = Plate Offsets O .Y)-- 12:0.1-14,0.0.101 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ved(LL) 0.00 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-8-0, 4=29/Mechanical Max Horz 2=86(LC 10) Max Upl1113=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1). 4=45(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 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=4.2pst; BCDL=5.0pst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcuneni with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bonom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 89 lb uplllt at joint 2. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. A WARNING - VarUy dealyn parametea and READ NOTES ON THIS AND INCLUDED AUrEK REFERANCE PAGE AID-7473 rov. inmaotS BEFORE USE Design valkl la use only with W109 connectors. lhls design Is based only upon parameters sMwn and Is for an individual building component, not a truss system. Before use. the building designer must verify the oWicabi lly of design Ixramoters and poperty Incorporate, this design into the overall brld ing design. Bracing Indicated is to prevent bucking of Individual toss web and/or chord members only. Additional temlxray and permanent boctng M iTek' Is always tecpetedl to slablity and to prevent collaim with possible personal Injury and property damage. For general guidance regarding the labrlcatbn, staalgo, delivery, erection and bracing of trusses and Inns systems. seeANSIMI I Quality Crlteft. DSB-89 and SCSI Building Component 6904 Parke East BNd sately, Irdorma0on available Dom truss Rate InsIIMe. 218 N. lee Street, Suite 312- Alexandrkx VA 22314. Tarrpo. FL 33610 Job Qty ply Tt1454266 1t13066 ITrussCis Jaek•l]Pen 10 1 Job Reference (optional) ausaers n1Sr AWrce. woverana. M J47Jb 7 t,4V s Apr le Lune Mrr ex rnausmes, rne. hWn Jun Za 11:442V 2e17 Page 1 I D:75SJeCOByOW2rtGVr5nBLIy96Pw-4HVwmJgP5xJAj2EHKlnxtcelH72PgO96dtwTwpz2RGW 14-0 5-0-0 1-0 0 5-0-0 Scale = 1:IS. 1 2x4 = Plate Offsets (X Y)— 12:0.1-14.0-&101 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(rL) 0.04 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matdx-M) Weight: 17lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0-8.0, 4=45/Mechanical Max Horz 2=131(LC 10) Max Uplilt3=-98(LC 10). 2=-125(LC 10) Max Grav3=100(LC 1), 2=274(LC 1), 4=75(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puritns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wHl 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 98lb uplift at joint 3 and 125 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design o1 this truss. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MP7473 rw. 106VAIS BEFORE USE Design vdid fa use only wlm Nlek® connectors this design Is based only upon parameters shown. and Is for an hdlvldtKil rAAMV component, not o buss system. Before Lae. the building designer must verily the appllcabllry, of design paaneters and property Incorporate n* design Into the overa8 building design. Backing Indicated Is to prevent budding of Mwlvldud Muss web and/or chord members only. Additional temporary and permanent lxaclng MiTek' It cMwys regJred la stabBlty and to prevent copse with possmlo personal May and property damage. For general guidance regadhng the k9micatlon. Slotoge. delivery, erection and bracing of teases and tnra systems. seeANSI/rW 1 Quality Cdtarb, DSB-89 and SCSI Sutiding Component 6904 Parke East Blvd Sarey, Information ovcBalxe from Inns Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandrim VA 22314. Tampa. FL 33610 Job I Fuss Fuss I ype y ply T1t454267 1113066 EJ7 Jack -Open 16 t Job Reference loptionao Budder's First Source. Otoveland, FL 34736 7.64v s Apr le zol5 her arc rnaustnes, inc. wit Jun z6 11:44:zu zvl r rage 1 ID:75SJeCO8yOW2itGVr5nBLly96Pw-4HVwmJgPSxJAj2EHKlnxtcehU?? WgO96dtwTwpz2RGW 1-0-0 7-04 3x4 = 7-0-0 7-0-0 Scale = 1:20.6 Plate Offsets (XY)-- 2:0.0-10,Edge) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 VBrt(LL) 0.06 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 VBri(rL) 0.16 4-7 537 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 23lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=141/Mechanical, 2=366 0-8-0, 4=61/Mechanical Max Horz2=170(LC 10) Max Uplilt3=-123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(LC 3) FORCES. ( lb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.0psf; h=15111; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 164 lb uplift at joint 2. 6)' Semi-rigid pitchbreaks Including heels' Member end fixity model was used to the analysis and design of this truss. WARNWG • Vedly design perametwo end READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE M967473 rev. IM3,2015 BEFORE USE Design valid rot use only Win WlekO connectors. This design Is based orgy upon parameters shown. and Is lot an Individual building component, not a truss system. Before use. the building designer must verify the applcabliy, of design ixxameters and property Incorpotote tints design Into the overall btndng design. ®acing hndlcated 6 to prevent budding of IndMdum truss web and/or chord members only. Additional temporary and permanent bracing MOW Is c ways required too stability and to prevent CObarae wllh possible persorxi"and property damage Fa general guidance tegaidN the fabrication, storage, delivery, erection and bracing of muses and truss systems, seeANSI/TPI I Gualiy Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safey, Information available from bus Plate Institute. 218 N. Lee Sheel. SJIe 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype ty y TIt454268 t n3056 EJ7G JACK -OPEN GIRDER 1 rk2 1 Job Reference (optional) Buddefe Fltsl some. Gtovelend. FL. 34735 7 64U s Apt le ZU16 Mil ek InCuslnes. Ind Man Jun Z6 11 44'3U ZU17 rage 1 ID:75SJeCOByOW 2rlGVr5nBL1y96Pw-YT31_lh2sFR 1 LCpUuSIAOgBrKPJNZ14GSJgOSFz2RGV 3.8.2 7-" 3-8-2 3-3-14 2x4 II 2 5x6 = 2x4 II 1.SxB STP= 7-0.0 7-0.0 Scale = 1:2D.6 Plate Offsets (XY)- I1:0.3-12,0-0.21 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ven(LL) 0.16 3-5 514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(rL) 0.29 3-5 284 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 HOrz(TL) 0.01 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 63 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP N0.3 REACTIONS. pb/size) 1=1398/0-8.0, 3=1378/Mechanical Max Horz 1=149(LC 8) Max Uplift I =-572(LC 8). 3=-611(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (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 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Wind. ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=151h Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcuneni wilh any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 lb uplift at joint 1 and 611 lb uplift at joint 3. 8)'Semi-dgld pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 756 lb down and 327 lb up at 1-4-12, and 756 lb down and 327 lb up at 3-4-12, and 756 lb down and 327 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 7=-756(F) 8=-756(F) 9- 756(F) Q WARNING - Veft dedgn Peremerere and READ NOTES ON THIS AND INCLUDED W YEK REFERANCE PAGE 111117473 rev, I&MM15 BEFORE USE Deslgtl valkr for use only with Mnek9 connectors. Ills design Is based only upon paameters shown and Is tot an hadlvldud building component. nor a hus system. Beloie use. tho building designed must vedry the aWicablity of design parameters and property Incorporate OtS design Into the overall building design. Bdocing indicated Is to prevent budding of Individual miss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required fa stability and to prevent coflapse with posshle personal iyuy and property damage. For gemad guWance regarding me fabrication storage, delivery, erection and bracing of trusses and truss systems. seeANSVWI I Quality Cdleft DSB.89 and BCSI Bu iding Componenf 6904 Padke East Blvd. Safety Informddon avallable horn Truss Rate IntdMe, 218 N. lee Street. Suite 312. Alexandrlo. VA 22314. Tempo, FL 33610 Job Truss I rugs I ype ty Ply T11454269 it MS6 HJ7 Diagonal Hip Girdst 4 1I Job Reference (optionao Builders FIST Source. GooMand. FL. 34736 7 640 B Apr 19 2016 Mtl ek Industries. Inc. hWn Jun 26 11:44 31 2017 Page 1 I D:75SJeCO8yOW2ilGVr5nBLIy96Pw-1ldhB?igdYZuyMOgSApPyt j3_pgtlGSP4zPa')hz2RGU 1.5-0 52.9 9.10.1 1-5-0 6-2.9 4.7-8 Scale a 1:21 8 2x4 = ZX4 rr 5 52-9 14-7.8 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 033 Ven(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.29 Horz(rL) 0.01 5 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 41 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=115/Mechanical, 2=481/0.10.15, 5=295IMechanical Max Horz2=180(LC 4) Max Uplift4=-94(LC 4), 2-267(LC 4), 5=-116(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.11=-779/300, 11.12=-752/303, 3-12=-720/309 BOT CHORD 2.15=399/721, 15.16=-399l721, 7-16=-399l721, 7.17=-399l721, 6.17=-399l721 WEBS 3-7=0/253, 3-6=-768/425 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsl; h=1511; Cat. 11; Exp C; Encl , GCpl=0.18, MW FRS (envelope) gable end zone, cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 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 94 lb uplift at joint 4, 267 lb uptill at joint 2 and 116 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1.4-15, 14 lb down and 14 lb up at 1-4.15, 27lb down and 54 lb up at 4.2-15, 27 lb down and 54 lb up at 4.2-15, and 44 lb down and 103 lb up at 7-0-14, and 44 lb down and 103 lb up at 7.0.14 on lop chord, and 8 lb down and 1 lb up at 1-4-15, 8 lb down and 1 lb up at 1.4.15, 9 lb down and 0 lb up at 4.2-15, 9 lb down and 0 lb up at 4.2.15, and 24 lb down at 7-0-14, and 24 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face o1 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) Van: 1-4-54, 5-8=-20 Concentrated Loads (Ib) Van: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B= 17) A WARNING - Verify design paranwtws and READ NOTES ON THIS AND INCLUDED IWrEK REFERANCE PAGE MP7473 rev mWaOtS BEFORE USE Deslgn vdld for use only winn MiieM connectors. R* design Is based only upon paameters shown. and Is for an Individual txddr* component. not o truss system. Belore use, the btAck* designer must verify the applkab611y of design pwaneters and property incorWate this design Into It* overall rAAding design. Bracing frxilcaled is to prevent bmiding of Indivklual fnrss web and/or chord members only Addtlornd temporary cind r"n" Nit brocing MiTek' lsalways requited lot sk"hy cM to prevent cdtcpse vAth possmle peisornc4 k*xy and property damage For general guldrnce tegaidng tine krixicalbrL storage, delivery, erection cM bfoc V of muses ci nd tnra systems. seeANSIRPI l Cua11M Cdtedo, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcOcSAe from truss Pksle Institute, 218 N. lee Sheet Suite 312, Plesan ria. VA 22314. Tampa. FL 33610 Job Truss truss type oty y T11454270 1113066 HJ?A Diagonal Hip Gides 1 1 Job Reference bona tsuaaere YIBt A"ousce, WOV81000, FL. 34136 7 640 a API 19 2016 NOTek InAusines. Inc Mon Jun 26 11 44 312017 Page 1 ID: 75SJeC0 8y0W21tGVr5nBLly96Pw-1 fdhB?igdYZuyMOgSApPy lj6Ep1911TP4zPa?hz2RGU 1. 5-0 5.2.9 9.10.1 1. 5-0 5.2.9 4.7-8 1: 21.1 5. 2.9 8.10.12 9.9.9 9 1 5. 2.9 3-84 0.10.13 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Verf(LL) 0.02 8-11 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(TL) 0.04 8-11 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 6 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 42 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except 0t=length) 2=0.10-15, 7-0.11-5. Qb) - Max Horz 2=180(LC 19) Max Uplift All uplift 100lb or less at joints) 5, 6 except 2=-231(LC 4), 7=-265(LC 8) Max Grav All reactions 250lb or less at joint(s) 5, 6 except 2=413(LC 1), 7=495(LC 1) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12— 498/149, 12-13=-468/153, 3.13=-439/159 BOT CHORD 2.15— 250/449, 15.16=-250/449, 8-16=-250/449, 8-17=-250/449, 7.17=-250/449 WEBS 3-7=-500/279 Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=5.0psf; h=1511; Cat. 11; Exp C; Enct , GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed-, Lumber DOL=1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) 5, 6 except 01=1b) 2= 231, 7=265. 6)' Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1-4.15, 14 Ib down and 14 Ib up at 1.4-15, 27 Ib down and 54 Ib up at 4.2-15, 27 Ib down and 54 Ib up at 4-2-15, and 44 lbdown and 1031b up at 7. 0-14, and 44 lb down and 103 lb up at 7-0-14 on top chord, and 8 lb down and 1 lb up at 1-4-15, 8 lb down and 1 lb up at 1-4.15, 9 lb down and O lb up at 4.2-15, 9 lb down and 0lb up at 4-2-15, and 24 lb down at 7.0-14, and 24 lb down at 7-0-14 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard 1) Dead * Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pit) Vert: 1- 5=-54, 6-9=-20 Concentrated Loads ( Ib) Van: 14— 48(F=-24, B=-24) 15=3(F=1, 8=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B= 17) WARNING •VM d N es/gn peramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1197173 rev. 1401120/5 BEFORE USE Design valid for use only with Mllek®conneclots. This design Is based only upon pcoometers shown, and Is for an Individual bolding component not a buss system. Betote use, the btAdrlg designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Btochg ix9cafed I1 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is alwaysrequiedforstabilityandtopreventcollapsewithpossiblepersonalkVt+y and property damage. For general guidance regarding the fabrication, storage, ctetivery, erection and bracing or trusses and truss systoms, seeANSVIPI I Quality Cdterlo, DSB-69 and SCSI Building Component 6904 Parke East Blvd Safety IMormatlon available from truss Plate Inslltule, 218 N. lee Street. Suite 312, Arexancift VA 22314. Ton". Fl. 33610 Job I russ Nss type ty ply' T11454271 t 113056 V3 Veltey 1 1 I Job Reference (optional) Budder's Finn Source. Groveland. FL. 34736 7 640 s Apr 19 2016 Work Industries, Inc. Mon Jun 26 11 44:32 2017 Page 1 ID:75SJeCOSyOW 2itGVr5nBL"6Pw-VsB3PKiiNshlaW zsOtKeVFGIyC61 I nv2Jd97%7z2RGT 3-0-0 3-0-0 2x4 !: 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) Na rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(rL) rVa - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SOT CHORD REACTIONS. (lb/size) 1=78/2-11.6, 3=78/2.11.6 Max Horz 1=51(LC 7) Max Upliftl=-33(LC 10), 3=-43(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.2 PLATES GRIP MT20 244/190 Weight: 9lb FT=0% Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=5.Opsf; h=15fl; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1, 3 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Vod* design paromefen and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE N67473 mv. 18WAIS BEFORE USE Design veld la rise only Win Mllek® connectors 11* design 6 based only upon paaneters srwwn, aMi Is la an Individual IxAc lrte component, nor WIFatrusssystem. Before use, the building designer must verity the applicabllty, parametersofdesignpameters and popery l ncorpaole #A design Into the overall txAding design. Bracing Indicated h to plevent bucldfrng of WhAdua truss web and/or chord members only. Additional lemporay, and permanent biocing MOW Is always tectulted for stability and to prevent collapse with possIlAe persona fnlr+y and property damage. For geneicil guidance iegading the la ricalbn storage. deltvW erection arid txachng of trusses and truss systems seeANSI/TPI I Quality Criteria, DS9-B9 and SCSI Building Component 6904 Parke East BNd. Safely trdotmatron avdkWle from Truss Plate InsOMe, 218 N. Lee Sheet. Sulle 312. Alexa bla VA 22314. Tampa. FL 33610 Job Truss Truss Type 0 y ply T11454272 1113056 v5 Valley 1 1 Job Reference (optionarl Builders First Souice. Gioveland. FL. 34736 7 640 a Apr 19 2016 MTek Industries. Inc. Mon Jun 26 11:44:32 2017 Page 1 ID:75SJeCO11yOW2rtGVr5nBLly96Pw-VsB3PKiiNshlaWzsOtKeV FGFnC3c 1 nvZJd97x7z2RGT 5-0-0 5-0.0 2x4 !:r- 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 VBri(LL) n/a We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Veri(rL) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4-11-6, 3=152/4-11-6 Max Horz 1=100(LC 7) Max Uphill=-64(LC 10), 3=-84(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13 3 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0°b Structural wood sheathing directly applied or 5.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C lot members and forces 8 MW FRS lot reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psl 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING- Vedly design panmetars and READ NOTES ON THIS AND INCLUDED MREN REFERANCE PAGE M67473 mv. fA MA15 BEFORE USE Design valid lot use only wIm Mtlek® connectors. this design Is based orgy upon paameters shown. and to tot an Ixflvidual building component. not a buss system. Bolote use. Itte building designer must verify the alXAIcablIly of design parameters and properly incorpotate this design Into the overall building design. Bracing Indicated Is to prevent buc d1ng of IndlMual truss web and/or chord members only. Addilloncal lempotary and permanent bating MiTek' Is always Iecphed for stability and to prevent collcpse Wirt possible personal Injury and pioperty danage. Foi general guidance tegading the lablcatbn, slotooe. delivery, erection and btacing of trusses and Iniss systems, seeANSVIPI t Quality Criteria. DSB-69 and BCSI Building Component 6904 Parke East 9Nd. Safety Information available from truss Plate InsilMe. 218 N. Lee Sleet, Suite 31Z Alexatdda VA 22314. Tampa. FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Drowings 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 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. cr •2 C2-3 2. Truss bracing must be designed by on engineer. For WEBS wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I A0, 4 0 3. Never exceed the design loading shown and never inadequately braced trusses. dUstack materials on a0 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate plates 0- 'he' from outside c a car cse — BOTTOM CHORDS designer, erection supervisor, property owner and 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 wone 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 trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. S. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. sew expresslyplicable fora ICC-ES Reports: eltarrdant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead lood 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 shall be of the species and stte, 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 utter 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 14 Bottom chords require lateral bracing of 10 ft. spacing. section 6.3 These truss designs rely on lumber values or less, if no ceiling 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 are 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 load vertically uniess indicated otherwise. Min size shown is for crushing only. e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front. back. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. SCSI: BuildingComponent Safe Information, MiTek 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, TPI 1 Qualify Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mii-7473 rev. 10/03/2015 6EARW6 HEIGHT 5CHEOULE 9 liz-Gt# 0 Y GHOANVS Nldl\C 0 6 Cc Ic MOD M103M 29-0-0 u v I II I I 11 I II d II H II II 11MAN II N II II II II H N I II zi u 8-0-0 21-0-0 0 0 0 0 NOTE5: t) REFER TO FRD 91(REGOA1.1f1DATI0Fl5 FOR HANPLM INSTALLATION AND TEMPORARY DRACUT6 ) REFER TO EWANEEREO ORAWIN65 FOR PERMANENT DRACING REOUIRED. 1) ALL TRIK5E5 (WCLUON' TRUSSES UNDER VALLEY FRAMNG MUST OE GOLffLETELY DECKED OR REfE TO OETAII YIDS FOR ALTERNATE MONG REQUIREMENTS. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED OY DULDER. 4.) ALL TRUSSES ARE OESNNEO FOR 7 oC WVIMIAA SPALUf6. UfLE55 OTHERWISE NOTED. 5) ALL WALLS SHOWN ON FLACEIA;NT PLAN ARE CONSIDERED TO 8E LOAD DEARON6. UfLE55 OTHERWISE NOTED 6.) 5Y41 TRIJ%E5 MAT DE INSTALLED WITH THE TOP DEIN6 UP 7.) ALL ROOF TRU55 HANGERS TO DE SIMPSON HTU26 UNLE55 OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO OE 50015ON THA411 UNLESS OTHERWISE NOTED. D) 6EAMMEADERILINTEL (HDR) TO OE FURNISHED OY &ALOEIAt. SHOP DRAWING APPROVAL THIS LAYOUT IS 01 SME SOURCE FOR FADRICAIRN OF TOMES ATD VOWS ALL MVI0115 AIMMI TURAL OR OM IWA LAYOUTS REVIEW AND AMMAL Of M LAY071 MT DE RECEIVEOOEFORE ANY TRUSSES WILL OE OAF VERIFY ALL MfPh TO WARE MAN5T 01MUS 1HAf YLL RESLLT W EXTRA QMS TO YOU tgmW P aT oa, : w Builders FirstSource Orlando FHONE 407-051-2100 FAX:407.851-7111 Plant City PHONE.813-759.54151 FAX.813-752.1532 MLDER Ashton Woods I: 1200 Elevation T a off". Lot xx WI T: 10/5/17 1 Josh SM4XW RECORD COPY City of Sanford Building and Fire Prevention LT LQ Product Approval Specification Form i\)%LDINc Permit # # 6 8 SANFORD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or4. 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 FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block c Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp Roofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments Tamko Asphalt saturated Organic Felt FL12328-R7 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 Aluminum Roof Louver FL3792-R8 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 FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 4/28I2017 Florida Building Code Online fL 7.'•Cc'.Rl:;' J. RAW AS C> ' r .o ... •• + ' iYl• w ',+ p, 1 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats !1 Facts I Publications I FBC Staff I BCtS site Map I Links I Search b a 06—AP-9 Product ApprovalraUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Dan„t sC+?: • FL # zaie;U•: - Application Type Code Version Application Status 7 - Comments Archived Product Manufacturer Address/Phone/Email D J• Authorized Signature r Technical Representative Address/Phone/Email f :. . •° `+:4 = -. Quality Assurance Representative Address/Phone/Email t 1,`' -3 A Category r •• ;`' r ,: Subcategory Compliance Method Certification Agency Validated By Y Referenced Standard and Year (of Standard) J Equivalence of Product Standards Certified By FL158-RS Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Usting Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2011 ACI 530 2011 i o• o Product Approval Method Method 1 Option A f Date Submitted 04/29/2016 httpsl/w Av.0oridabuilding.orgtpr/pr app dll.aspx?param=wGEVXOwtDquegl%2bT71%2fF192gnRzHNulcciSpgLXkU6g`Yo3d 1/2 1. 4/282017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/201.6 iniiiiai of Products - - :;-, 't <F :I • r "xt: FL # Model, Number or Name Description.. 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use InHVHZ:Yes FL158 R8 C CAC NOA14-0903.03.odf Approved for use outside HVHZ: Yes FLL58 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 U NOA 14-0903.03.odf FL158 R8 11 NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5BA 'Nub Contact Us,:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AAIEEO employer. Comdoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 1150.487.1395. *Pursuant to Section 4SS.275(t), 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 we 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 45S, F.S., please dick here . Product Approval Accepts: E--- Creilit Card Safe sc tirltymE'I•HICS' trttpsllWww.11oridabtrilding.org/pr/car app 00.aspx?param=wGEVXQwtDquegi%2bT71%2(F192gnRzHNulcgjSML)GcU6ga/o3d 2/2 MIAM 1•DADE 11t1A1t•II-DADS COUNTY PRODUCT CONTROL SECTION DEPARTiMENT OF REGULATORY AND ECONOMIC RESOURCES (RE, R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w v v.minmi<tnde.eov/cconomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder 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 Mianti Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.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 it 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 thety 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 rnantrfacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA t113-0321.07 and consists of this page 1, evidence submitted pages -1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnlcar, P.E., M.S. NOA No.14-0903.03 MIAMI DARE COUNTY , " fI f G Expiration Date: 09/11/2018 Approval Date: 10/09/2014 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`, street 1 of 1, preload by Craig Parrino, P.E., dated illarch 24, 2003 and Drenving No. LT4612, tilled Cast -Crete 4 ", 6" & 12 " Lintel Sgfe Load Tables', streets 1 through 3 of 3, prepared 61, Craig Porrhro. P.E., dated A/arch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. F B. TESTS 1. Test report on flerte-al testing on 4 ", 6" & 12 " Precast Concrete Lbntels Filled and Unfilled Alodels, total of (13) concrete lintel specimens, per ASTAI E-529-94, prepared by Applied Research Laboratories, Repot No. 30404A, dated 04110103, signed and sealed by 0wislolher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lhaels, dated 05129103, 207 pages, prepared by Craig Parrino, AE., signed and sealed 63i Craig Parrino. P.E. 2, Calculations for Cast -Crete Lintels, doled 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System ttlanual for Cast -Crete Machine tllade Precast Lintels revised on Allay 1, 2002. 2. Cast -Crete Quality System Alantal for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving Aho. FD4612, tided "Precast and Prestressed Lintel Details', sheet ! of 1, prepared by Craig Parrino, P.E., dated Alareh 24, 2003 and Drmving Aro. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", streets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lost revision dated blm-ch 11, 2008. B. TESTS 1. None, C. CALCULATIONS None. D. QUALITY ASSURANCE 1. A), Alian!-Dade County Building Code Compliance Off ice. E. MATERIAL CERTIFICATIONS 1. Alone. f HkWiy A. Maim-, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 G-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 Pres/ressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing 1\10. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Snfe Load Tables'; sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, lost revision dated Alarch 1l, 2003, all signed and sealed by Craig Parrino, AF,., on klarch 22, 2012. B. TESTS I. None. C. CALCULATIONS I. tVorre. D. QUALITY ASSURANCE 1. By iWami-Dade Comity Department of Pennining, F.nvhw nrem, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By khan» -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. It kra fn'Y A. ivlakar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, AE., dated Alarch 24, 2003 and Drawing Afo. LT4612, titled "Cast -Crete 4", 6" d 12" Lintel Sgfe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, A E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. 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, AE. D. QUALITY ASSURANCE 1. By Miand-Dade Coturn, Department of Regulatol, and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fivin Cast -Crete USA, hie., dated August 19, 2014. signed and sealed b>> Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hel . 1%alcar, P.E., M.S. Product Control Unit Supervisor NOA No. 1 J-0903.03 Expiration Date: 09/11/2018 Approval Date: t0109/2014 E-3 AST-R6.w HIGH STRENGTH PRECAST AND 4CPRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE 1J1l.:Il ijCM[FIIf&I7, MACL ppU.tUF2j t r, NKIMM WMENIKUNt r"-•'4t, 6" PRECAST U—LINTEL DATA TABLE n rrr r v l®vao rcy Tn aay r iiuv oca vet sr ocla rya o go" Err11i-1O iDfFij7GO a0 rain o trry ruu::r r mm rtea a raT9F7i;Y raarJl.AOsmrarcar9nntnMr>aara90 SC7 R-:ilfri• rII7ri11L^!I'tar'.'_!7 t< ravmn r r ,rr$rvrrMI tar ri r>s mn r rts e rrtav r2RLUUrltayr o mar. a. lrrsavrr.rrgaca o rr rrnrrFsrla FSBvrssa•r vra90 ffrL- i rTrta r a:_.F Fray r u.< mmra acl o ram tea rltt•r a.:t_i rz cy r.u_nray tr10 12" PRECAST U—LINTEL DATA TABLE krI resr I f fi:1r,1L1 1E eras® ra ir r:lv vao tOGy 7 tr}F rFL!-^J C1fa DE.L^d l7C]r I740 CIIJfracui I r2l 1LriLr•,••"ui Vam K307A L arrsu,iria-avmoa'LlLtl rGiM91- MMan vm rIIy Q:n em r ELMr DC" MFAU74IFVa_O, v®r.a-laF'II-Ao rm+ rrlTsirrcurlili FF1F i rrrfiro<O ot0miKrsS!'' Ca fFf3rF7 rl rufrIirulaL1:t:'.'1t[FFIlEr7Cl]adm]DyfaJ1 2iM[r"Eimawum iLL, Z rI21a ItTiF.r re.J QFLFFFFm1iiC mLta FDrrG] iC6a11 S97iKr" eXUAFt 14 ., ALL"". son, dK RlAmram," Fr" W" er" rtar I,., ,.r-rra m..tira w. rE7®gym\t17 7®D1II9 3i CJll O liCL.cra]lSra Ql•r111! :.I ai].D®fSSi r nn GG]1 1M 1. [Lla rail ll>CJs.VLaL"sr l JL. sR1 IF I%[1ay.•: •[.'.' a rFJ1:J[7Ofa VtYl.iOQwm 4 wvrw,e L"H.T-S7 WiTarrs:u;-r P+ FrirwmWelter rrn >• rwr...c r+ev r,.zr.:r I:. ,r v.r s-rinv r7cr.nt.as oca4 rrct4 etir}. l, , r rsi:s[]a5iOa510 TYPE W TYPE * 0_41I0F nos rloPeun ouvaufoN . Pm.MO rM MOWct .nmv... a p MM90 0 A CWMM 41D An UMM sr MMOKWO OI sotl.MltP of ww 1. " M wpm Cm w gul-c tt ULA UP. 0. KWOMb soft, r/M W YW Ls101 A. r.. OM A PDY .. UWM soMM . UP Is PIDI LM[D . rO.s m Ws M YW Is A. MOM Wr M1Y WOWS w s71ODs M.O.D as TUMID MYo. O. trc.rtt mMIIL f . mP W IOI W. • Ol[1 Il. li I.. .w mo be O. Wt CDOYCo Opp .OP mum - MO. M IMCYr MCM r.. NlM w MI ...a V .D PIYMM . I m MOTOWO "M rOMLUIN M 9% L YMM m0. . I4L of M W= ms O.N TO IT .11.4 TOW UM I slows no" SUN a.& M O MP it 00 UUW YID VWMOO rO.l MU C! • CEN' .O o.4 O' r.CRAIOPARRWp ORIQ.••ta M924CR579 ONAL, let :•` SEFFNER. R M594 u.P R. P.ELIC.NO.447 1'RUDUCf Itl' VI51:1) r mnPln•r.. m,:1N n.Iida frMlul l):Ju T.elb tp r1C ,o MUMMAM M_ a PRECAST AND PRESTRESSED LINTEL DETAILS l z Fu W1Ql OrSNN t 01W'o MU MWIr >LYl AS1NMN r• !"l. ..f " W IAL• 3/r1/41 tltdl0 R. UM MUM, ri MX 10412 nM, 1 01 1 i CENERAL NOTES I) Wladdc 1'a f PemP W - S050 pl re 6' A li «gpai said . WOO rc 4A••L . ]000 pi pr n gleeir6 i o4WaNPe nw aL?h -,Am sd o re IN, Arn Awls I. s0 reaN« pr ASfd 470 "a b or S 2) N da bod looks bned an nWilV- 4 lab ilasirdl hMag. G., Sat bah far F4Ad M, 12Ve WW 121tlWa4slberedleWbynabmiqbpuIsiaa VON a 1/2 Z, 3) raid. Id ma,1r wd aM had 1dd 4) R, aatibd b PatnMlinb Idbda the predrt wad6m Mrgnda40 $a11 •hW M«. t»®66 % 142 r ohc112b i Ie24-20 0 I4s) ` 1228 01held - 14Lyg 5) As 0dtle and « aced 350 djaca e JoIgI s lidd t:t 6 a 12r$ it-4' a MAWnett eaoMt/100 4dbeOoh use Is road t. ca ice maAiy O» FlWW AY9y ca" Safes 160al a aplfamla. 6) Sti4 IOW Glob ad t•NNi•d 1) 4' ass fdtY to be Lub6M a/ 4• !main ba,balldd aM e• Ahab+ evllcd e) Ia1.SOrr/allsbned N frdd rad 4ariify .0 be awed«b d zdwebrddacv. . ej TIM, Ltareg0i m%oemmoe,wtiq acaddird aoom 6°ar ddddwayb u. laoa N evp .t 10) MA - MA Raid 11) $ at- (WA add" rotor be be bated at ON bell" NUM raw omft. enraF Fstr:dwnold f . IaIO e9, adYl ///V N. 11IY0 Q ddLL " 12 16-28/2T ak % dMJ J L. Ile OnaIm• Mee Y. 11 3 mumwd tl' ,.w V0amaoenrmdf, t 7' lNM a1 Gem n fLf aryd A .. 1• •i/`:%, r 1a O) Imp Ice fr leai Lit Idalo ra r U= agar sane Won 1 e /O:fllAl IY NOMINAL WIOM 12) e a 12' Udra an ,aaaladaeM rN 5-1 b" es". N V. "Im la cw.d 1. Rdkd td Iebdaldng ati ¢OWIg. 117 1L dai« m6ac4 of Wets iMldbd i, ed4ew a cu e•Ile do wn worsq N arc. *Wm le ac•udeac..20 A51N C-M :'01o9v 1P.wa m•iio 14) Uhleb badd dnNawucq aN .u&d (wdEr « °Ill) aM cudenal (MdaG INab .AsW w dr6W 1« Iw aq a Iba IaO.al,q qu.w2 V W nllbd bed + 40W M"" bads 1D Sat a " bad SI. WON" bw 15) M aaaiyasa Gdd b.7q!ib ed alw.n ,.. aaa MO from «d b.« .wan 16) Fw & AN knOM Ad dm-. m sob Mod fae rid bnpd IMP 4s 17) Sd. bam an c0awp«d a. Me" 10) Sob bolo bawd as wONad chip, 4101pb per A0 570 dW A0 516. 10) A" Wwid bawl bW aeWy cell be .Mdmd by IN dWdeer by ptwWq OW&d wida ted eanada , nwq vsh (fnU) dqn Ice Is Sa dAkh bdW.. y::+ .4 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL ri'..!., i ir: ="• ^ REINFORCED CNU (RCYU) FULL COURSE 1) /5 REBAR FOR 0' LDOELS 1/2' ClA TYP 5 REBAR, MR 12- LINTELS CR40 Or WM SAFE LOADS FOR 4" SOLID LINTELS wStwCiem GRAVITY TYPE LENGTH 4S8 . Y-6- ( 421 PRECAST 1180 4'-0- ( 451 PRECAST 959 4'-e ( 54-) PRECAST 789 5'-10'( 70') PRECAST 460 6'-6- ( 781 PRECAST 360 7'-6' ( 901 PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-6-( 1261 PRECAST 116 12U8 4ast10- am UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 4n PRECAST 687 371 4'-0- ( 481 PRECAST 597 320 4'-G' ( 541 PRECAST 529 258 5'-10'( 701 PRECAST 407 148 8'-6- ( 781 PRECAST 366 118 7'-6' ( 901 PRECAST 280 87 9'-4- ( 112') PRECAST 187 55 IV-6'( 126') PRECAST 152 43 12F8 12F12 12F16 r. 8U8 6F8 61`12 6F16 • ~ J • 1% ? y :. Me A •• S. t1 7— a" :•<.. ,{ :4 : k "lees `.{:•: t Fw i!.IM'•.fJi• Ih.. .ice `` -' ••1,•'. Y.' Jv` ti V V•. 14. \. /i `• • 1. 4S8 0 • 12F28 121`24 12F20 PRoadL,Trtnvlslin S, ids * 7!• UW11dingC.4, Nthe FArlda Q' 4 I_ y .' (t,; CRAIGPARRINO BnGw nw . 0 03' 1 3 F . Ki Z a o '' R 10 • . 6a2o cR s7s e 6F32 6F28 6F24 61`20 '•,,/O,VALEV;G`\ R EU C.NO: ° ads• 0d`°""" dd 4a CM96R or — CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES I „ , --. w fu MOIL jUuerl4 VA" m JOIWI ume =Ilk I= V OIL 5/2M/Ol q(ORO /R tlAp fAAm10, /.s. - ua MA du5s otim.11a U4611 swu l Or .1 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS wslf CiM96 SAFE LOAD - POUNDS PER LINEAR FOOT TMPE LENGTH 6U8 0-18 6F12-10 6F16-1 BM-18 924-10 5F28-18 6F32-18 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 Y-10'(701 PRECAST 1067 1260 2198 13557 5734 17227 8297J 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 tl 9'-4- (1121 PRECAST 554 660 1056 1523 2084 2795 3731 5017 IV-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 5747 I1'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 223E 20DS 13'-4'(1601 PRECAST 373 417 646 595 1170 1485 1952 2285 14'-0'(1651 PRECAST 351 392 605 835 1067 1373 1703 2087 17'-4'(2081 PRECAST NR 299 455 620 794 985 1198 1437 Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS COD R- °RFCA- IIJ 111791 Q WT+ M i"- SAFE LOAD PLF LENGTH TMPE 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (78-) PRECAST 263 496 157 7'-6' (90') PRECAST 222 367 116 9'-4- (112-) PRECAST 173 352 74 10'-0'(1261 PRECAST 151 276 58 IP-4-(136-) PRECAST 139 311 49 12'-0' (1447 PRECAST 131 277 44 13'-4-(160-) PRECAST 117 223 35 14'-O'(16n PRECAST I11 202 32 17'-4'(2081 PRESTRESSED 1 N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4mv 0 9/f SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 61`8-11 61`12-1T 61`16-11 6F20-17 6F24-IT 61`28-11 6F32-It S-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 180D 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 160D 1979 2357 2736 3114 6'-5' (7n PRECAST 723 1097 1437 1777 2117 1 2457 2797 7'-6' (901 PRECAST 648 86304 124949 1544to 1840. 2135N 2431 9'-4' (112-) PRECAST 575 571M 98D 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462 787 1121 1336A 155IJ 1766 I1'-4-(1361 PRECAST 474 404 685 985 1213 1442 1645 127-O'(1441 PRECAST 454 367 6190. 888 j 1093 1299 1506 IY-4-(1601 PRECAST 402 j 308 516 736 906 fm 1076 1247 14'-0-(1651 PRECAST 368 285 4 475 677 932 989 1145 17'-4'(2DBI PRECAST Z53 208 338 476161 565 693 j S03 n THE NUMBERS IN PARENTHESIS ARE PERCENT RED=N5 FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 a.ua,q Cr,• 'ENS 0 t. 44 S i47t: % O•' c F•' CRAIGPAfiR1N0IFS-4 RIQ. G , 6324CR$79 k, 70VAL S? SEFFNEIL A 3;1584 R.P.E.UGND_mm PRODUCftt8vt8L"pacomJilliWI4IJCJ'IOIIAJowid1 lWa vn*ueJ l8 M m • -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESs , : v 4 f v, z '.,eO Wn ' r f[ IUY[: oEup-t4 o4M11 I: Jow WUW W. 14.13 cBW D IT. UW PALM, M - RIA W. /I114 - olunwo:xa 11441i 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS CwaW*O' n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US IN6-20 WOMB 12n6-28 17F20-28 12R4-29 U126.20 rVn-20 Y-6- (421 PRECAST 3429 5000 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 583E 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 MIS 5234 8487 11060 12755 1444 6'-6' (781 FREW 1383 19W 2679 4196 6421 10032 12755 144 Y-6- (90l PRECAST 1138 1628 2131 3218 4678 16756 9763 135 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 1853 2516 3323 41% 5632 I1'-4'(1387 PRECAST 518 945 1162 1649 2216 2893 3719 4748 12'-0*(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 1Y-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-6-(168' PRECA51 321 720 865 1204 1584 1 2017 2451 3106 17'-4'(2001 PRECAST N.R. 451 631 081 1141 1428.j 17501 2102, 19'-4'(2321 PRECAST NA. 343 477 700 925 1152 13WOJ 1609 1) lK WAME 6 N PM (KK0 ARC PERCENT PIDUCDOM FOR OM 40 FIEl6 ADDED RER/R SEE CENERAE NOTE 90. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RUS i2ffi-2e WWX Wo.2E 12ih8- IN622- tmis 12RUo- 4'-4- (521 PRECAST 25M 2942 5466 7584 9640 11669 13679 ISM 4'-6' (541 PRECAST 2319 2740 5468 7504 9640 11669 13679 15679 5'-8- (681 PRECAST 1347 1941 M 6395 9640 11669 13679 1567 V-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6--8' (80') PRECAST 924 1430 1 2633 1 4415 6884 1103&U 12573 148)Q 7'-6' (901 PRECAST 703 1203 2157 13494 5259 7922 623 JIM 9--8' (116' PRECAST 389 843 1 1451e 2157 3203 44270 5417tv 8380 W IM MHOM N PMENIRIS6 ARE POW9 REUICMG FOR 61110E 40 MO OU RMAR. SEE CEIEPAL M M 4 A SAF LOAD PLF LENGTH TYPE 12V8 12FO RC.MU Y-6' (4n PRECAST 1295 484113933. 4'-0' (49) PRECAST 1295 4641 299 4'-6' (541 PRECAST 1049 3922 2417 5--10-(701 PRECAST 681 2547 155 6'-6' (781 PRECAST 579 2167 123 7'-6' (901 PRECAST 474 1771 914' 9'-4- (1121 PRECAST 355 1326 5 10'-6'(1261 PRECAST 306 1143 454Mj 11'-4'(1361 PRECAST 278E971 38 12'-O'(1441 PRECAST 260 3413'-4-(1601 PRECAST 229 14'-0-(1681 PRECAST 216 17'-4'(2081 PRESTRESSED N.R. 19'-4'(232) A251PRESiRE55E0N.R. 534 JCL utrai% t au1C 10 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4r}nstl en SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPEIM-21 12F12-21 12F16-2112F10-2112F24-1I 2F18-2T IZF32-V S-6- (421 PRECAST 2752 4287 5613 6930 8264 9589 10915 4'-0' (48-) PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 2269 2972.1 3675 1 4378 5081 5784 7'-6- (9n PRECAST 1267 1767 25113,3194 3806 4417 5028 V-4- (1121 PRECAST 1028 11,7104 2006 2590 3087 3583 4079 10'-6'0261 PRECAST 920 947 1612 228IJ 2764.j 3209 3651 ll'-4-(1361 PRECAST 858 0 829 1404 1982 2441 2902 3364 12--0-(144') PRECAST 814 753 1269 1788 2201 2616 3032 13'-4-(160') PRECAST 678 633 1057 14851 1826 2169 2513 14'-0-(168') PRECAST 622 y 586 971 1365 1699 1993 2309 1Y-4'(2081 PRECAST 434 427 695 0 964 1182 1402 1623 19'-4'(2321 PRECAST 356 370 593 817 1002 118710 13720 1) DIE Rwws N PAW17HEZ ARE MWU REDUUM FOR tux 40 rmD AM NEVA SEE CDRRAL RM R0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 6AW-6. I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH nPEI12RV6112Rf611tC; 1Ul ILENGTN T PEI IIS6-21lmno-2111N614-i 4'-4- (52') PRECAST 1295 3692 2 4'-4' (521 PRCCAST 1626 12685 13746 C-C. (541 PRECAST 1213 3458 J2417.j 4'-6- (541 PRECAST 1558 12582 3602 T-e (WO PRECAST 784 2236 11650,J5--e 681 PRECAST 1210 12042 2850 5'-10-(701 PRECAST 747 2129 155 T-10'(70l PRECAST 1173 1984 n 2769 6'-6' (3Dj PRECAST 602 1716 117 6'-8' (801 PRECAST 1020 ISM 2116 7'-8' (907 PRECAST 504 1438 914 7'-6' (901 PRECAST 904 1226 216 1IS-) PRECAST 355 10114 9" 9;76' (1161 PRECAST 7030 771 1472P wwoom N PAM MM ARE FLA= REDUCIGIS (0 G . • E Ns 40 ADD 00 RERAR. SEE CEIVA NOTE R0. 4 44 TQQE F L/ CRAIOPARRIWO 7R10P c: 6324CR579 S'S7A ECG.•` SEFFN6R; tit 3m P ODUC1'RF.VISCD wutps co' d.",O1 mo Plwwa Aaxyl,a: Mo 0 0 03Pajphr6nle" 0/8 SEE GENERAL NOTES -SHEET 1 Of 3 '•••AA„•.•`` FI.P.EtiTC.1l0.pp258 I'd cvmom a 1 a r + CAST—CRETE 411, 6" & 12" LINTEL SAFE LOAD TABLESJARAANC1, .I ! rNE RMr, o4swF-u owN or: •auN AEWUO a.,.. ara oaE: E 24 4A REM* R1 cm Fawk Pc. - as AA Mu Ou451Qxok lion: tMD:r 3 4/ A MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel -Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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 manufacturees 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 afecting 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H1 f ]my A. Makar, P.E., M.S. L/ NOA No. 16-0126.03 MIAWDADECOUNTY '/ Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 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. Hannon, P.E. C. CALCULATIONS 1. Calculationsfor 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 Certlfned Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 fon• #5 rebar by Birmingham Steel Corp. 6. Mill Ceri f edInspection Report 458 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for 95 rebar by Birmingham Steel Corp. 8. Mill Certlfned Inspection Report #84-M19805 dated 03/06/96 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report 084-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Produc ontrol Scction Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/211/2016 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 95 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-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. ay A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OV2112017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details",. sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter fi-orn 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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL !#14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P. E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Leper fi-om 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. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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 January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hqj5ff A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 W T.RE r HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTETELS PRODUC7RL' NRWED a cmpl71Ap with Dm FlDridl Bu1dIn3 Cn0e um uAhl M Cod" 1n , 7/ 32.R BA STIRRUPS TYPE • B- STIRRUPS Y n STIRRUP l I4u DETAILS ONc Sl SPA RO N0.uM"t I4- 9 0.131 9f2 4-9 1 • 3•- 9 IV - A, 0.140 a ME 1-J IS-1 9 17- 0.431 639 7 32 UP 7 7 32 D 17-2 0 3- 0. 1 1 1 -3 9 -2 O f -2 1 21•- P L194 797 32 30 7/31 ME 11•-t• S e J'-1 3//• 10 zr- a 0.200 off 7 S 1AR 1'-10' 6 O 3•-10 3/1 10 21'- 0•' C.210 as u W 1 - 7( 32 VAR l3'-IW S 0 {'-J 1/9• 10 le- D r_ F: t7aflLC:l l:t 1t[ zf7'Ti-IAI 1 ate oc'+ ter r rr.:a I v oar• r.(n o FiarR' JAO tlmii tl iJ I1tJ::lllr:Si1""J VLY 7.S:lF]i Q ja9R G' i Cyy Eiil 1i LLL":l IT.4.!^ F.1i'!-:i 1.7t! i® 19f3l rLf ICTIGI! EIa:SL![36T B7A0 C• L•i lii(L C]i PRECAST U—LINTEL DATA TABL t vD me c71T AQc I mr 3•- p 120 13 RERAR 3'-3' 7 32 W S'-2•• A 1 f 0' 0.037 149 0.1 UMAK 3-11-7 32 W J- N 1 1• eoal lot 03 REM 3 7 32 OAS f- A W- C Omit 111 1 uou S- 7 32 A 9 D- p 1 9 C' Ot0 f 1 RE1AR E 7433 W t- A 0 ON 270 RSDM 7 -S 7 31 W 2 0 O101 1 RE9AR 9 -Y W 2 - t 379 Rt9AR 2- s RFJAR I1•-0 3-0 It 0.110 IICQ M-ISI 3 1 or - A, 0.1 IDO s RC1AR I3, 3 WEAK 13-/ 9 Im ROPRICTAR7 DIMLU41MR Is PRWND toll NOW= ArMM ONA1. 11 6 II01CC) t0 Wf C0rI=T WIS AND CANNOT DE RD"D:QD OR DC111" D w11RDWn IRK RICH nR1nEN CONSCRT Or CAST-CRE11 NSA. INL MEMMORqMPWRRRVRM 1. KWOKOW Si . 7/A so AS1N AS)01 f% N. s. golf. lot TOTK OWNER Or suMv t An 11 WAS OW1 W AM A9131 7/11 IWK WAItR IMIN IDII-111AWK)" "IST11=0 ftWAREO 5 COYMICD SWISS, [loll wo t9D or nd @W*tC 0 cm FOR CWOU 111AOD AST9 "Il R0. Of Sryuur9 . 1. INOI TK RRNIOt sm tm um S1mMs 1 lI11RDPs 9. cmewc SImvw. h . 9000 PSI rot 1' QA16S19 11dt ST f.. foO0 I'm tot All i1m11 aCH INS, mast 1 0" IDIIlA1, L 1i pWw3 of rOUIP49 Um I1K13 PIA QUL Or COKPOE tW K v1t0 IN un1 i D911A1 rRT3111:7 root[ . on S Iw. or r 3mmD uwm Rt1nww CAD[ A t1tuPW0 1[S111ERtm TO 9LSOT unvt9 Alm N0mct YUCIS. 1rENS ' . './ PROD= lltvlwil> uto911l7inp wilh0u}7PTWa hWNin1 Cwa v` E O t CRAG g celUlu. 20/6 PARRINO M c pJ1. OIR 1 ;.`, k nu u emw GEC SEFFNER FL 33184 r, TONAL ENn`` FL. P.E. L1C. NO. 44756 1 I CAST-CRETE 8" LINTEL FABRICATION DETAILS I — — nut 06 Pt - NFL Ra 44755 1 WAM Sol To Srn3 n SAFE GRAVITY LOADS FOR 8" PRECAST w! 2- RECESS DOOR U-LINTELS cs4ar a411ro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRUS ew6-co ew1D-0e W14 elrI" UU21-01 STOW-19 W6-1e WOO-1e W14-10 81F]"o w77-1 e621-18 6Ra6-1e 4'-4' S2 PRECAST 1635 1740 33ss S21D 4310 3411 493 7557 1e91 Man 5mS 1WS am 9479 low 4'-8• 54 PRECAST7 1494 1501 D6J 2992 3908 4946 5924 6'901 175e J699 5206 6039 e000 479 10e93 5'-B' (681 PRECAST 865 m 1770 me m7 2e59 34M 39e6 1107 24e1 45S7 Oe9 eo1 7917 9311 mi 5-10"(70') PRECAST 8t0 e" 1653 16Do 2124 2949 3174 3700 1113 2342 042 W e0 7402 0705 6 -8• (807 PRECAST 797 SDI 1825 3120 Sae 7747 144e 7399 SDI 1825 3120 Sae 7915 1479 1 7'-6" (90 PRECAST 869 755 149D 2439 me 5743 72M 3623 765 1490 2469 3776 ST eWO TOTS 9'-0' (116)PRECAST 411 460 999 15M ZW 3129 4091 3148 526 999 15SO 225J 3129 4150 W91 U) THE N RE DARWMSI BM SEE AR PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTES SAFE LATERAL LOADS FOR w DDW-ART..do- Derees none MA IMT1:1 A SAFE LOAD LENGTH TYPE BRU6 8RF6 RCMU 4'-4• (52) PRECAST 75B 757 1164 V-6• (54•) PRECAST 694 693 1073 5'-e (681 PRECAST 408 407 655 V-10-(70') PRECAST 382 381 616 6,-9' (W) PRECAST 595 788 464 7'-e (900 PRECAST 509 1 674 363 9'-87 (116) PRECAST 370 1 490 214 SEE GENERAL NOTE 18 q Rdrldc 12) W 1 w r r a .216-1/t' NM adwn a o. «a tonr `ri od va1a r• e• sum tad . +9DD Wr. Ovok - J Du.l - 4DOe !dr. wa • J000 , rrlmn.) Doe .wry}baodor)rtr rm rel u> U. r.9 ..a,a a bada WAacs b aba.r Matte b awe 1Dw t4.9,t a not•4 I. .a«4•c..oA 1161d rr92tr :'fie taara.4 .»D 0o tdreOrafM 1700 t.l 1 Uobb bowrfMlww.el7 y0 -Ned e A « N I•IA.IId(y pbobdnd! h d.atl t. D. aw1r 11.1 .eiRi blab9 gsIlow MaeodW dr.M "SDI A43 fAm 270 b. r.b.Nio 12/• R « S AppG1 .wbtl e.d 4 A,getl lo.il.dd b.4 S IA RWa1d i) N .[b bra Woo WM a ei mrw. 4 edr mmled hunth do .. low we bw LKtQLS `f Dhi Y701UderwalykqNbW Owe. IS) For wpWt 0W erjAl. W Ww4 at K! looe 4rm am boor Yk,M rb+n iwha. 16) F« NW bdlm/ .d dia0. ar ab bad btr. rltd br4rd %Vb fto& 3) Rodd. Y "-AV bw 01 how of 17) SW b. % or- wWIw" d d.,db be" 4) Nr. a1.6Wb condo W Want wdwl.e 1« 10 SO. bon hw . rtcad 0.* mdrr+p, no a10 and Aa 318 E—Ik 7-C U.ld 932-114do ISY r• Im e1r)-n-12 19) ta6d mbgrwdy bwn b• tD:naA6'wor M:drg gkr*W roy) above Ltd. aw mar eo/ N w mob lad « rww i JeD-8-m.r VolFnAaita vw..;n V1 41abdia.s low MuWe S..irr. IIOo M12iwW o0of 31.ado Sufi" 5) 5bn. Wd Nor a rt41w-6 0a T1 rd.t nq b. CO AA $ I« too 15 news 0) tM%or dro=d demwloa IL Mrb rrr WA «rAUdnd b) 941citowi 90Ne dmmlwi.•brsalfG-.two.-Aa-mdl d maw hum k muny Ia. a .qWL 10) RA. Rd pow ' 11) hUm et1! 9NW t*a to N loatrd d D. Wl— of Do told r.Ar. 1/2- CIR 1 L! LiE SEE SAFE WOOL LOAD 1ASM FOR LOW RA11NO FOR EACH ADDITIDNAL RIMORCED UN (KW FULL COURSE 2) 15 REBAR CR40 a CRGO SAFE UPLIFT LOADS FOR B" PRECAST wF 2" RECESS DOOR U-LINTELS 4• TL1t 4.4mv SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WWII M5- 2I W10- 11 WO - a W14- 1 WF14- 71 WWII MIO- W22- 11 MM- zl eRn1- n 8RF20- 21 ewJD- 11 W30- 21 52•} PRECAST Dos I- Ixt JOSS 3751 4445 5140 Dos I1ee W 3056 3751 4445 314D 4'- 6• (54j PRECAST e67 I9a a7z 2939 3607 vs 49u eel 1W4 2272 2939 JW7 4273 4943 5,- 8• (681 PRECAST an 12 1797 6 MU 3302 3911 On 1259 1797 2325 7e54 33e2 3911 5'- to•(7o') PRECAST 6% 1207 1741n 2259 2773 J7e6 2799 6ss 12]1 n4e 2269 2773 3260 2799 6 - 6- (6D') PRECAST 70 m I- 191D 2429 570 I0w 1530 IM 2429 Y- 6- (SD•) PRECAST sa 742 1314 1765 21e 506 ue 1394 1765 2168 12DIS 12MI 9'-8• (1181 PRECAST M5 46e 804 1222 154o 395 10 ton 13U 1701 f) THE NUMBERS INPARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REIM. SEE GENERAL NOTE NO. 4 ELlfl 6E6 $ E12 EElfi TYPE DESIGNATION r-m" em1mA/e-N1m ro1d111T a ! 3 ROM AT 90iM OFwonCAWFIIn111wWWJ J L ONIM or 15 flux" MDO MEAN AT 1W 15 R6d1 Al 1W 1-1/ e WAR cam t C1dN mot J$ IM AT MUN W twa am Ipit 7•- 0 e• AMR WOM ODm ftwmm mono N uma Dols) N Orr._ RrMUCF1tDVISIM 0. 44 E will dw Woad. B.ud rl Caa4 Ae«gent[ / h 7¢.Aq nT 4Z CRAMPARRIND 79 B7 tr44 r r ...PI...•' •' GIJv, SEFFNER. FL 33504 tl lhd nra:I0" 1-1.7 xrrizaizr Tr rA , vyy, ?i-/ c a1:uI,fIQYi2T71irtQ1 Ylr1:YL7. ; • 0 1 r rkl? / arrtyai:7 aav1.•Ira: +-r.>•r:+ ,,,.,., '11f' c rara rrrd; rd:7.n Tiaclm . szrtr L>t 1fa71:`1 a•r.1Tr1 Ii ia7y i:ifa u R,u:a:uu•1u1; rrirr n M IAM 1•DADE NHAW-DADS COUNTY PRODUCT CONTROL SECTION DEPARTDiENT OF REGULATORY AND ECONOKIC 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) iviviv.mlamldndagov/ecoiwmy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 41', 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 Parritio, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Juue 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RE,ENEWAL 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 # 13-0321.07 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. NOA No.14-0903.03 MIAMFDADECOUNTY f '"yt'~ Expiration Date: 09/11/2018Wow Approval Date: 10/09/2014 Page 1 CAst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing Alo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prelxrred by Craig Parrino, P.E., dated i11arch 24, 2003 and Drmving No. LT4612, tilled 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 dra vings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on fle tiral testing on 4 ", 6" & 12 " Precast Concrete Lnrtels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTAf E-529-94. prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haaron, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Li rmis, dated 05129103, 209 pages, prepared by Craig Parrino, P.E., signed and sealed br Craig Parrino, P.E. 2, Calculations for Cast -Crete lintels, dated 05129103. 140 pages, prepared by Crrrig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Q ralirl, System Manua! for Cast -Crete klachine Made Precast Lintels revised on Uav 1, 2002. 2. Cast -Crete QrurllN System illanrra! for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving 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 A44rch 11, 2008. R. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alarm -Dade County Building Code Compliance Or. E. MATERIAL CERTIFICATIONS 1. Alone. H1e1 qy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMQTTED UNDER PREVIOUS APPROVAL It 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Pr•esir•essed Lintel Details". street l of 1, prepared by Craig Parrino, P.E., dated rUlarch 24, 2003 and Drawing r\ro. LT4612, titled "Cast -Crete 4", 6" 8 12" Lintel Sa/e Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003. last revision dated ullarch 11, 2008, all signed and sealed by Craig Parrino, P.E., oil Alarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By rt'liami-Dade County Depar•tmew of Permitting, Envlronnrent, and Regulatap,4ffairs. E. MATERIAL CERTIFICATIONS 1. Notre. F. OTHER 1. Letter from Cast -Crete Corporation, dated Februa y 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance irith the Florida Building Coda, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Norte. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Aliand-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. r Ueltny A. INIaicar, P.E., M.S. Product Control U111t Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Ines NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining Mo. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 0% 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing l+uo. 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., our August 19, 2014. 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 P(0rino, P. E. D. QUALITY ASSURANCE 1. By Mianui-Dade Corn), Department ojRegulatmy emd Economic Resources (RF,R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-orn Cast -Crete USA, Grc., dated August 19, 2014. signed and sealed Gy Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. HeIQJFA. lKnIcar,1I.E., M.S. Product Control Unit Supervisor NOA No. 1 d-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 m HIGH STRENGTH PRECAST AND AST- RETE TYPE '°' PRESTRESSED CONCRETE LINTELS TYPE •A•I TOP STEEL LENGTH r_ t - F; a O[Cr 2t1i!'` NEC311MIOMlL'ds[Sr arrtrrtom 7[f31F t Li 101Lr11::JE ii V LUKIJtt S 1MMIMMM c7n j"WIW! Kltlfir-do` HirrAK=F=M v EMavno ocrr ruar s!torryatveaLu yvn o oc w r.n M"M r:.a oaa[ D•n c a vct o r Tr rrn r u.,r rza cr, sr+n r vim rtawr.cnrrs rn„•• trarer nr+nrtiasamatA rcwrT"WTrllruu iracr tsamrz-ljo rawrIW:1-ArunIrgwril. L!` WIMr itt7 rrav MITE sr7r_a Iff2mrz nrrsart tA rnev rnnsrc k M , • 1rr2f7m try., rttcsa i 7 0 rr r^ia sect. rfiurr rts.0 rr v r tra rnevct^ tr®rtu"RfawmTn,;rte ra o mcv errs errs r u.s:: roar uu:. meTa oc310 f rt5i Coil rlLt• rF n n.. nSLZr r el.li;. ri i OC1 A d vcs aruwu tva Ls wcwe n 19' PRECAST rl—LINTEL DATA TABLE clhf. ltWLfl F ooa aet rtu omta De r l ema ma o mr r,.• . rcz r u vc:a Ent ma srr dQLLQ!! i[F1 L I ElQita Dlii.=.l6 ir:t/.\!1• c, rzznr::rartu:occyvc r ror ao i- natt ru.us oemrD®rs o rasa race c::u r Isu ^ cmta r cuL: oc r,o rcrvnmrat artil_rrr+},\y ilrr Fr—mo rrs® r ulu fnCr r t M t 7: filiia lSCi o ffF, MJKlMll& fFiCYr7RSll:L rkLi...i Mrl.c!-Imc'rrtiu:s!mctiate,to Q7CamrilltGCilOa• r43f r.At• 10 LYSi 2fii'J 11" Om tt, ISas+ r:rl:larlllLJncrr r R3d so lErM rarealt_1 tmrnlL mcy tta aoe rWrMtwr e\oMMneM a nonoto rot PWeoe ramr,a a o Petttcae M oonaatr tus 11M CeMmt n toseatete at earlltulte Mlttmr IN PUN wwm comes aar w 10ti \ta 1. RWWX M etlt4 7/Jf Me aN utp /a J AM 11 rtw • UW# M MWMee t as tl am WROA . tea m eMN M arm Ntt a OM \M M& Mmte ar temn MN® AM Nerve emeeM a aaa,nt taarMMa sOrNaW cm .. r m m2ua. m so we rem cam oo w ttit r+m rot tewat - Ml. a Ironer MOM$ r.. no, rM 1N . tell IN= sm." ... MO IN teNNmM "At r.NMNIm Mlta aMsM L Nast taa Meta tt art @%= Ya M M et ttlltt Mel CM 2 tetMMt FM NM tea rt t IW It Md ertal AnU MitMO rNM reM4 GEN • ,O :_ 4 USAATE s3'•.. CRAIGPARawo i` OR1.• t.` 6324CR579 ov PRECAST AND PRESTRESS re[ xum amu-11 own to "m Zwr am s/,Voti UK= m CM rung P. r anuc „vi 4lAtirPW: IJo lmtrolr uI,Mwoumo_ f Ig 0 D LINTEL DETAILS ML AS term no= root: am, t or t GENERAL NOTES q IIalaAdc re 4' paud tidal - MOO rd re r a Ir pasmal grad . 4D70 ri kh .v,.gd• ta. rab neson,y uaN bn f wl pv cto .;wmriivn .1 to ra"OerAm 4'15Ck ID Fd W rrr AM CM tM d ar S 2) M ad. bad Was based 4a raD owa 4 i h •raid bftft Lne aa IUM 4 %,. far e" 4 T01 Y•bub jkh0h Ica Uea a 1/2 slow 3) R•Ada fin solo bad .d lea Was, 4) aAaar h o ddM WiesM MWi Ua prcad 1a0.br, Ier l/ 14X rrWadati i • 142/ (.aa) 12U ill14 5) AI Wide Red er acnd 310 d.0actim, , E1Lw u tuzyl ViNw l wa bolo Um b 4ribd b a "M asW.u'pq Vww !lade Mush rod. Srclbn IM4J1 a .rpOcaEla a) Sea Med Caleb a r.*iad t) 4- LAG ON.b b b. baldd •/ 4- !iamb_ Iodaald ad Irra0/ addomai l vaacd wWucLa mnnha sad Only sip w mdaLeNad a) the d-19 a•/ nabob uraftead bob 1,rn w ala bad blba by calm" as , n:aaa• aia6q aaanot ow Aw d d-o•er bao @• bO a OPPWL 10)KX- NdPAW 11) adba ridi dddw near Ib 14 bard at Uo Idlm d w cold "AV. rrPF DFStrNAMM r. nui mom /o.w n mn a I iO mn 1216- 28/21T MM"Mi I L. Irl, Io01L,md 146Nea N1a. aM- Ad 4 um mau ra r game ji jy, r r CIA e K•, ., am n o L: r {d rmc a 14. 1°L to p r u.•e aww l0 rarIrmaaab•Ie7oao• 1 0 AC114a1 lr 140111 l VRMH 11) r e tr Udcb w rrondoctaw .n1 5-1 baP ..bl., d Uo ad, b atterodeb ,tA101 W r.Ydadry as 13) tiatalor aodae a bdob i,Wo4d inc:bdn cow4bumw7 •ob dd hm a eeebr.1.b. 00 wow b as 1— -0b "M C nw "oU.. M--d —&,0. 14) 1l19. bedsd afoO bad, daA1 Mdad.dI" •?ab d IWM0fwN o1.M0.edoedprmtd Odadl wrrc Appw RTMd ba SIA A"M ba4add ba We wKd bed + Eala laad bad 15) rw w npdb Odd ba%bb ad does. on Bola bad baa and low bd* .Lem 15) rot btsl Wow ad dean, t.0 ads bed bon gad rope! 1.0 dam 17) We Wads we aPabI dbW& bws. 18) Ed* bob band as alien deipn O.W. pa AD SJA"GmddOu.Nr, A M 19) rOde,Od Ooa. nebod ln vL (POOQ abOa Ur Nbl Sa. 1. Le e dA SEE SAFE LATERAL LOAD TABLES FOR LOAD RAZING FOORCE EKH CM (U FULL COURSEJ5 RM4RFOR r IJf1W SAFE LOADS FOR 4" SOLID LINTELS 4i s>r449n ITY TYPEs LENGTH r Y-6' ( 421PRECAST04'-0- (481 PRECAST 4'- 6' (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-6- (781 PRECAST 360 7'-6' (907 PRECAST 260 9'-e (1121 PRECAST 156 10'-6'(1261 PRECAST tt6 410-2-CRrn UPLIFT LATERAL TYPE LENGTH 4s8 ass S- r ( 421 PRECAST 687 371 4'-0' (48) PRECAST 597 320 4'-6- (541 PRECAST 529 258 5'-ID'(707 PRECAST 407 148 6'-6' (787 PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4- (1In PRECAST 187 55 10'-r(126') PRECAST 152 43 1/2' aR nP--' NZ fs FEW FOR 12' U11ELS 12U6 12F8 12F12 12F16 cR40 or cR60 J ,A' i. I U- 9 6U8 US 6F1261`16 4$8 il I) •• 121` 28 12F24 12F20 FROOUCTID3VISIiD ST Udldine Coda 0 tag / .- CRAJG CRl g2 PARJRI 6F32 SF286F246F20 ' 0` r^/pONAL JG.?,o FL3Mr G}.,Mcmarl'ato I m-CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES e 12 14 Me NAIL 0 91 a-14 OU11M al: -AN JJWAW M. NJs Gii7 • ` 1 ealr: 5/24/ 07---- pRtlIW R: cW0 AItlOMD. r. - ur 1A 4ax OWalf. xa uuu L[u 1or J SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS aT CwRn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6110 61`8-18 6F12-18 6FI6-1 600-18 6F24-18 U28-18 6F32-18 3'-6- (42' PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 6297 9357 4'-6' (541 PRECAST 1654 1887 3933 5050 148 7227 8297 9357 S'-10"(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78' PRECAST 949 1078 1831 MO 43211 6737 8297 935] Y-6' (901 PRECAST 779 03 1459 2186 3151 4524 6654 9357 9'-4' (112' PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136-) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1 13'-4'(1601 PRECAST 373 417 646 895 1170 2285 14'-O'(1681 PRECAST 351 392 605 835 1087 g1223828082087 17'-4'(2081 PRECAST N.R 299 45S 620 794 1437 1) 1HE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS CAD A- DODCART IM IMM 9 4 "t- " SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU S-6' (421 PRECAST 587 1055 596 4'-O' (481 PRECAST 487 787 445 4'4' (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 9-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-0'(126-) PRECAST 151 276 58 11'-4-(136') PRECAST 139 311 49 12'-O'(144-) PRECAST 131 277 44 13'-4-(16n PRECAST 117 223 35 14'-0' (1681 PRECAST 1 I 1 202 32 17'-4*(2Gln PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 T6.—tf'a SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS G1s1ti4 n SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE ire -III 6F12-t16F16-11 6F20-11 61`24-11 6110-tt 6F32-It N-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 45M 4'-8' (541 PRECAST 1093 1592 2084 2577 3069 3562 4055 5-10'(7ol PRECAST 831 1222 1600 1 1979 2357 2738 3114 8'-6' (78' PRECAST 723 1097 1437 m 1777 2117 2457 2727 7'-6- (901 PRECAST 648 863 1249 1544N 18404a 2135 2431 9'-4- (1121 PRECAST 575 571 980 125 11492 1732 1972 10'-6'(1261 PRECAST 514 462M 787 1121 1336 1551 1766 ll'-4'(136') PRECAST 474 404 685 j 985 1213. tv 1442 1845 12'-0*(1441 PRECAST 454 367m1 819 888 1093 1299 1506 13'-4-(160') PRECAST 402 1 516 736 906 1078 1247 14'-0'(1601 PRECAST 368 285 475 cm 67701 832 989 1145 17'-41208' PRECAST 253 208 338 476 585 693 803 1) THE NUMBERS IN PARENIHESIS ARE PERCENT REOUCiIOHS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 p110DUCt'RUVIS er camptjd,, rUA I4a FloridaLulldAy,oade CRAIGPARRINO r`S7ONALESEFFNER,FL 336% lounosso", FL. P.E.UC.N0.44751 1mCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD T R[ uc- omu-IA I oun D` ma Awo I 1bIL• MA SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4m&*w 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IMB 188-20 IVIZ-20 IVIS-20 IN20-20 12F24-28 IV20-28 S-6- (421 PRECAST 3428 50DO NIX 7619 9352 11060 12755 14436 4'-e (481 PRECAST 29D 4232 5838 7619 9352 11060 12755 14436 4'-6' (541 PRECAST 2396 3464 53D4 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3215 5234 P87 11060 12755 1443>; 6'-6' (781 PRECAST 1353 1986 2679 4196 6421 10032 12755 144 7'-6- (907 PRECAST 1138 1626 2131 3216 4676 6756 9763 1352rj 9'-4' (112-) PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6-(126-) PRECAST 614 1043 1295 1853 2515 3323 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2617 M33 4206 IY-4'(1607 PRECAST 359 767 926 1294 1709 2188 2743 34091 14'-O'(168") PRECAST 321 720 865 1204 114 2017 2451 3106 17'-412087 PRECAST N.R. 4511, 631D 881R 1141 1128D 1750 2102 19'-4' (2321 PRECAST N.R. 343 477 P 700. 925 1152 1380 1609 p AXE MAKRS 14 PARDRI = An PTAC04I I®XMG TOR GMDE 40 RID /J M RGAA Su 6EJER4 MR R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CMI'V-4011" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12W INS-20 IINWH 1113N- IMS-21 IZIM- 11M26- IZW30- 4'-4- (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15GO 4'-6' (54-) PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (68r) PRECAST 1347 1341 3555 6395 9640 11669 13679 156 V-10'(701 PRECAST 1259 1758 3351 5954 SM 11669 13679 801 PRECAST 924 1430 2633 4415 6884 103 1257 7'-6' (90 PRECAST 703 1203 2157 3494 5259 7922 9623 M15676'-8' 9'-8' (I In PRECAST 389 843 14512157 3203 4427 5417 1) MCMM 40 R)DD AM REBVL SEE GIMM WE W Fea 11. D9FCAscr W IIJiFLA C SAFE LOAD PLF LENGTH TYPE 12U8 12FB RC141U S-6' (427 PRECAST 1295 4841 1211 4'-O' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(700 PRECAST 681 2547 155 8'-6- (78-) PRECAST 579 2167 123%, 7'-6' (901 PRECAST 474 1771 914' 9'-4- (1121 PRECAST 355 1326 580, IV-6'(1261 PRECAST 306 1143 4540-0 11'-4-(136-) PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 971 34 IS-4-(I SDI PRECAST 229 857 278 14'-0'(1681 PRECAST 216 809 251 17'-4-(2081 PRESTRESSED N.R. 63 16 A 19'-4'(2321 PRESTRESSED N.R. 5 44 130 xL GLKWAL "VIL 10 SAFE LATERAL LOADS FOR 4'-4' (521 PRECAST 4'-6', (54-) PRECAST V—e' (691 PRECAST 5'-10'(701 PRECAST 6'-8' (801 PRECAST 7'-8' (901 PRECAST 9'-8' (I IS) PRECAST PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS wOEpow" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IV11-21 12F12-2112F16-21 W"41 12F24-1T 12F28-2F 12F32-21 S-6- (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (48') PRECAST 2369 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (751 PRECAST 1444 2269 2972 3675 4375 5081 5784 7 -6' (90') PRECAST 12671 1767 25 3194 38060 4417 5028 9'-4' (1In PRECAST 1028 1171 2006 2590 7 3553 4079 07 10'-6'(128) PRECAST 9201 947 1612 2281 2764 3209 3653 I1'-4-(1361 PRECAST 658 829 1404 1982 2441 29D2,j 3354 12'-O'(1441 PRECAST 814 753 1269 1788 2201 2616 3032 13'-4-()60') PRECAST 678 633 1057 1485 1826 2169 2513 14'-O'(1687 PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(208) PRECAST 434 427 695 961 1182 1402 1623 19'-4'(23n PRECAST 356 370.593 817 P 1002 1187 1372 U) ME KOM 10 PMU MM ARE MWII IEOIIC M MR GRADE 40 RID ADDED RE&R SEE CDCA WE Xa 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS elm,- >M I SAFE LOAD - POUNDS PER LINEAR FOOT JG EN 44 7 4'-4- (521 PRECAST 1626 12635 3746 4'-6' (541 PRECAST 1558 2582 3602 5'-8' (W) PRECAST 1210 2042 2850 T-10-(7CO PRECAST 1173 1984 2769 6'-8' (80) PRECAST 1020 1511 2126 7'-6- (907 PRECAST 904 1226 2163 0.- (1161 PRECAST 703 j 771 j 1472, WWWJS 91 PAREM1IM AK PEAMT REWMM full k 40 RID ADDED Rtux su GERFRA. mm Xa 4 MtoOucTRBvlser) 4PIYI"R 4tiX4 tM IOu tAa 9dldi-s L-o46 tmp4nm Noli-04 o7, 0384 G\,,, WFNFR; 33684 D41mulDadc ucl ,y SEE GENERAL NOTES - SHEET 1 OF 3 4.444;4444' PL. P.EI;TC,90A1 SS N a NUICAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4 TOE R4LL• CI511OJ-II OIGOO OA AMM AtILL10 I fG41h R.TS J MIAMI-DADS MIAMI-DADE COUNTY i 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) www.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 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 t 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 Renewal 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 manufacturers 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 renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted docutrientation was reviewed by H lmy A. Makar, P.E., M.S. NOA No. 16-0126.03 WHAMMADECOUNIKA Expiration Date: 05/21/2017 Approval Date: 04/28/2016 04/28 Zo/ 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision 94 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onJlexural 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 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 06/20/95 for prestressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report 484-M19614 dated 02/29/96 for #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 Certified Inspection Report 484-M20749 dated 04/05/96 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. Fliolny'A. Makar, P.E., M.S. ProducrControl Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. _ • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LTB, titled "Cast -Crete 8" Lintel Safe Load Tables" sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-S29-94, 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-sh-essed Products dated 2002. w y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Eapiratlon Date: OSt21t2017 Approval Date: 04/28/2016 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.F. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. Y,-25 1 W &4 N A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, 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 Nigh 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 fi-om 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. He A. Makar, P.E., M.S. Product Contfol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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 Regulato?y and Economic Resources (PER). 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. dzz' H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 AST- REw HIGH STRENGTH PRECAST AND j •t PRESTRESSED CONCRETE LINTELS t A" STIRRUPS 2" BA RUPS— 8 UN STIRRUP DETAILS eu..ra PRESTRESSED U-LI 7/32"0 BA STIRRUPS TYPE "8" Si1RBUPS g•' a STIRRUP So d! L SM4N0 A -e 642 3 3 A a IS-4 O.IsO Oar O - 1 -a o.Ua 30 7 a A O -e 1 -A 0. • 1 1 -3 7/32 O A -! I' -A- o.IH 787 DAR 1 10 -• TWAKV-W a V-e 3/A- 16 2r-o' GAN alb to a O 3•-10 3 10 2A'- Y.2t• 883 to - 6 O A'-0 1/•- 10 R" PRECAST W/ 2" RECESS DOOR U-LINTEL-DATA TABLE r I :u' I i c mr^fnv.a rn:a,u+:+ras.r+l e1c5 FIMIWir'-f rr a 1:Ct1:1 rr.A l!i:Til',a:0C, I} 1ii031Q' mynd 7 LiJ•fiLd iR.:'.-F7 tam11MEAMv t[1ti'mt iK=wK.X.rlIt{l'!It' RI.'41!1V r.nFjGy r7nty Il=dEStmIW" alJI1L3::31}i',!'!1VLY3:d!L1 1©Q" 11rMS711tfslsvll[fG]ilifSYIt3F11t11[L1SLlF"1I trs:t•Tuss arms r!r r r noMr, an « Q $ rorgl 3. 8" PRECAST U—LINTEL DATA TABLE fM MOFRtt" OIIOWAt10M 12 FROT1oEO MR FROWt7 MMWAL ft 0 FROWCO er MPM Mr IAIM AIM CAMWI aE MMOMOEO RR OWRIMIO OHM rot ma l1011tll Comum OF CA7t-CQIt USA, Wc. M. 1. srWost" Slue* 7/31 so Ago A1106 A Fa S. Win to tam "meta OF sunwil 1 7/Is aAN /1 "M *Wt W AMM A•lawl etWlsto o aCOVK1HARION FROM CAOM IAWte 2MCI LW.0 l "WM FaCnaMr1110 too Of fig RORIOtM CAoq FOR CUMC 31" Afe A3IM MIL W, or SIIRAMrf . a tool TU: t. COMIC •lRtRantl: f.. sms nl MR •' RtMfORGY• GRt W0IL Swan ! sOMYf3 FQetRlAU IIRIELSI f...Os• Fal f0R ALL rom Eck UO. a to Fwas or rOttrRcrWE now Fte MCA,, a OIOI 101f6f. am 0 OLL'JIRC MAT um el lIN MMWA r URESS IOMCK . 0.10 . fM. or "UMMO UMl gn*MXCM CAot a lIROFMO fi11{NOtw MVNCSM to lam ufm• An MAWUIO fot AL ENS• : PAMUCTtth" AMID AeaplalM•Ho¢ o 03.01. EO *: Iloti, wu, 2.fL CRAMPAPANO n 0324CR$79 Nt a a iASIO/u, E:N•`` FL.P.E.LIC.N0.4 M CAST-CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4-4,1141" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ep1Y co atslo-ae Kn4-00 orl" u -6 ea2a-0e ertno-ae 011`11 le aU10-le W14-I elrle-le cart -le elate -le elv3o le t'-4' (527 PRECAST 1815[ 2220000,11 nu 3290 4346 5421 64U 760 369f Q06 e639 e060 9479 10893 4'-6' S4 PRECAST 1494 3013 2022 366e 4940 Sf24 69a 3699 6 6039 6060 9479 101f3 5'-8' (68 PRECAST 6 1770 1710 2277 2e39 1481 4567 07ef 11 5'-10-(70' PRECAST 810 1633 16M 2124 2649 m 2342 4242 e 6'-8' (807 PRECAST 797lets 31m 60 1025 3120 SUB 141506"1 7'-6' (90 PRECAST 669 755 1490 40 ffi=3129 3 SS 4 2459 9 9'-8' (i16 PRECAST 411 466 sm 1506 46b26a" 1508 1 1) THE NUMBERS N PAREMMESIS ARE PERCENT REOWRONS FOR CRADE 40 FWD ADDED RESAB. SEE GENERAL NOTE NO. 4 0 Ibbrl.ir. S' pe-d kW - 40M 04 rc pe.L—d sew • m01 Od / e ee4•t a" w W.", rr Af1II Qf0aY r.bin.m n.1baeetASIUAImo Yar let AS91 Nlfaeefr .N mr. u/AISN 4 W 130 MK Td. 220 M rt.d'an 2) Y We bN bdd Mail .n MWft n 4 ;.M Laded b`N, Etmbs 6 fall, le e. 3) 01eda u MAW bed .d row WAIL 4) 11y sate b pn0eah trdldt. Oe 9actd ..&W . I- y.e. 40 no e.0e4 roe. tee r-e' Udd 932-12 . t T bd . un 14 pp1b b ./ lss -•data 6 OR Mal 00 MEdfd/-Mw eR 17'-1'4d bw isdu w n.mb 1 h4c0e cw. s«6aeISWited ea'i1 "' ,u. FIN!" sta0 6) IN" Des adlb a rgWea 7) 0s n r4b.r eat a a a"IN 1.005 f*WL U it 4e.amqirur ae2 ..Net. eemmed dd Irad I a Id. bd 1.w ycdcedMemofuum, Moment a.ko d:11 It•a 0b 10) N.A.. ad kw 11) BAN Gem .dW rAw h be baW d On b m d Ye tdd cemy. r— SAFE LATERAL LOAD9 FOR W bORCAQT.d 0- averaq nnno IL1 imme R 4'"'''e/1Rm1111111 SAFE LOAD PLF LENGTH TYPE SRU6 8RF6 RCMU 4'-4- (521 PRECAST 758 757 1164 4'-6' (541 PRECAST 694 693 1073 W-8' (68") PRECAST 408 407 655 V-10'(70') PRECAST 382 381 616 6'-8' (80-) PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8' (1161 PRECAST 370 490 214 SEE GENERAL NOTE 18 12) WA — aced-.wl rib 3-VY bat r•td .. d q• a h to ea.-4.% a" cd IdVvdr4 ed g a* 13) Is. walr enl.0 4( rmeb bowm A a kdw a o4eooq -Mad awto-oc.d p d: el ap:- AN td .mea %U A91a t I!) U.bb b.id isdeee.dtM d0 v.ANHd Ia.iarM Mbdy wwl(nc deiAttrd.tdd 11- A1fb• - SAO 1..1 MAN b dmm bd Safe wtlld law i Set, - 1,bl bM S IA 15) r r ar pw . add bf*b 01 12•.r. Y. 4416 b•d ball Mel bee IAWA .tia. 14) At told biped nN a.K Qu •d. I.d few "d h4w M/e d-s 17) SW b.h a. epai p.W dlmtb MN III) 5d. loso Wd a e.6.nd dwp *Wp se AO 610 ad Ad 31e 19) M4Twd Wood odaal oaer 1. m.for.7 .in UtOlaj aiw. U• Wd. Sa NW OdLL: SEE sue UI M Lao IAM FOR taw BATING rR01iMMO CUU 161) Fats COURSE SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 44% wr+an SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH sue- tr euto-t swm-n arts-1 ea22-it c-1 me -it eere- 2r eerlo-a SM41-21 elute- eu22-21810`211- USM-21 4'- 4' (521 PRECAST so$ isu 2382 3056 3751 4445 5140 905 1666 1302 3030 3751 4445 st4o 4'- 6' (54') PRECAST eel 104 2272 M 3607 4275 4943 Oe/ 1004 2272 20 3607 4215 4943 T- 6- (681 PRECAST 675 IEM 1797 232e m M44 3302 3911 675 1269 1 Am 2328 2834 1 33f2 3911 5'- 10'(70") PRECAST ass lw?jj 174 22s9 2ns 32e6 I ua9 6% 1231 1 1746 22% m3 3280 2199 6 - e• (6D) PRECAST 70 2t1 Is3o 12M , 2422 2611 3329 s7o IM0 I Iwo 1200 2420 2en 3320 r- r (90-) PRECAST 306 742 1364 1765 2156 2567t. 2966 Sob m 1364 1765 2116 2567 2158 9'- r (116) PRECAST 395 46e em 1222 Imo 10% 11 395 seo ton 13M not mu ss11 1) THE NUMBERS IN PAREIMIESIS ARE PERCENT REDUCIIONS FOR CRADE 40 FIELD ADDEO RESAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION r - m1m 1rm1 amu / a - Militia EUB Bf12 @Elg Iwdtm or )3 Ate.lt u re0. lut ar x0. Ovm 1. 13.1 8 16-lB/IT AOIOIUI N MJ I mJ L'wulm or mom Is= r law umist04awlt ATt WA CIM IaOQ 06UT u/p. 6olmu umrwm 8F32 !£Z@ .•,`_ X 7- , cwt nomm of mm comAlyirte.ilAdu} I : II OUCrN21YWPy 1/2' Cut 1YP ;;':: (2) Is RE edulmscam - o.A4 - u- I mo b.a CR40 « OR6o A4vb•o• •3's rt * = Aeaylb,r, l4a r gFId• CRAIOPARRNO tii 1 ,:.••••.<lJR1 P•\c,,• 024CR579 r e1 Q•ar. FtSE. P.EER. R 336e0 eu a • lmc CAST—CRETE 8" LINTEL FABRICATION DETAILS s ,"(Wl7L= R7?: 1{:7A1 • il0 AWL OISUr3-li ORJa61 R COO FtE0e4 FL - AR CO. M1St WILD WI 10 SOItL WL. Ot/ 01n4 I teatm or cum MAX M -woe a6 44tu I Moo AL Fa Ma 3 a 3 Typical 150 Amp_Electrical Diagram 0 ' T.yMpical 11.50*inp- Interior . Panel 1,50 r , 1'2UV-CZ4, 0V 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire q- 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode THERMAITRU THERMA TRU DOORS 1 18 INDUST"14L OR., ED0911TON. ON 43517 Classic -Craft" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed In compliance with the 2010 florldo Bugling Code (FBC) excludng the'Kgh Vebctty Hurricane lone'. See the Certification Agency Certificate for skes, specifications and ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shag be installed following installation Instructions of ANSU AF&PA NDS 2005. All other fastener types to be Installed following fastener manufacturefs installation instnlctiorm 4. Fastener embedment depths, edge distances and center -center distances stag be as specified by the fastener manufacturer but in no Instance shag they be tens than shown to this drawing. S. Where shuns ore used, they must be o ligid / slit' material that complies with the requiremenh of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing sholl be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF COMENTS SHEET 0 Df3CRIPRON 1 Typical elevotbns. design pressures & general notes 2 Buck an 3 Frame anchoring 4 Frame anchoring & big of moterfols S Horizontal & vertical m m" sections 6 Venlcol cross sectlons 1D 1p5.50'MAX 0Vt3TA1L FRAME WIDTH 1 I 1 I I I I I I I 1 I I I 1 I IIJ1i 1 2 3 4 s 8 8 8 8 8 8 8 DOUBLE W/ SIDELRES OXXO MAX DESIGN PRESSURE 47.0 -47.0 37-V MAX. OVEIZALL WIDTH 5 r it li it liLL I I I 1 LJ-.A 1i'-- SINGLE X MAX DESIGN PRESSURE 77.0 -77.0 74-V MAX OVERALL WIDTH t 2 3 5 S 5 DOUBLE XX MAX DESIGN PRESSURE 47.0 -47.0 MAX OVERALL WIDTH e12 .3 s s se 4$ N N N vY I' tl I' '1 II II D83 4 5 8 8 8 e SINGLE W/ SIDEUrES OXO MAX DESIGN PRESSURE r 47.0 -47.0 53A0'MAX. OVERALL WIDTH 5 5 s SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE 47.0 -47.0 LOCK HARDWARE MFG & SERIES KWIKSf SIGNATURESERIES UTCM KWIKW SIGNATURE SERIES )fill DEADROLT Woo. or JK to cm er. LFS X PWNM No- C FL-15225.t-68 "- O 91EKT —L or 6 O MASONRY J OPENING 2X BUCKS Y 4.>. 4" 48. II I IID 4 II MULLION II SHOWN FOR IID D MULLION TYP. II REFERENCE D SHOWN FOR II HEAD D REFERENCE II JAMBS D I I SEE NOTE 1 II II II II ASTRAGAL II II D SHOWN FOR II II D REFERENCE II II D II II II D II n II D 4 D MASONRY OPENING TYP. HEAD JAMBS D ASTRAGALSEENOTE1SHOWNFOR 2X BUCK U REFERENCE U D u D U D MASONRY OPENING 2X BUCK tq Zo NOTES: 4 1 1 1 4" II I II MULLION 4 II SHOWN FOR TYP II REFERENCE HEAD I I JAMBS SEE NOTE 1 II II II II II II II MASONRY OPENING 2X BUCK aZ o 1, 1/4" Eico Concrete Screws anchoring 2x buck require a minimum 1"clearonce to masonry edges, a 1-1/4" mtnlmum embedment and o minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers, at muUon locations, and at asfrogaf locations may be adjusted to maintain the minimum edge distance to mortar jants. It concrete screw locations noted as MAX. ON CENTER' must be odjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the madmum on center dimension Is not exceeded. 2. 2X buck min. S.G. 20.55. I I `MULLION ( I 4 II SHOWN FOR II II REFERENCE II HEAD" I I JAMBS II SEE NOTE 1 II it II I I ,11 II MULLION II II SHOWN FOR II II REFERENCE II II II SINGLE W/SIDELITES BUCK ANCHORING V 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 2X BUCK C 157221 c 0 3• 3- MULLION sr, SHOWN FOR REFERENCE W/2X BUCK INSTALLATION W OU W/IX BUCK INSTALLATION ZOTYP. HEAD k JAMBS SEE NOTE 1 _ SEE NOTE 1 V 'E• SINGLE DOOR W/SIDELITES SEE DETAIL '4' 12 10 t o; IN PAIRS 30 P' TYP, 3•—i I WF 1 NN O ZO in j pI SEES V a 9 DETAIL N y I VIEW 'E'—'E' VIEW 'D'—'D' wow W/ anrorw omrralm arcane m WM 4WD OMMU 0"s) NOTES: 1. 114" ITW concrete screws anchoring frame and/or sill require a mWmum 2-1/2"clearonce to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete spews. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers, and at mullion locatloru, may be adjusted to maintain the minimum edge distance to mortorjoints. If concrete screw locations noted as MAX. ON CENTER• must be odjusted to maintain the minimum edge distance to mortor joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" lTW concrete screws anchoring from& and/or A require a minimum 2S/8' clewonce to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidefite Is direct set Into the iamb with (12) A8 x 2' pth, wood screws. There ore (4) at each vertical jamb, from the top down at 13.5", 31, 48.5" d 66". There are (2) of the header of 4" from the outside comers of the home. There are (2) of the sal, 4• from the outside comers. 4. For optional sidelife construction with staples, sidelite Is direct set Into the jamb with (4) V""X 1--/4• 16 go. staples along each jamb (6" from ends and equally spaced thereafter). D' A' i F-I--F-63•F—, 6• N MULLION SHOWN FOR _ REFERENCE 0/2X BUCK INSTALLATION 0/1X BUCK INSTALLATION Oi TYP. HEAD &JAMBS SEE NOTE I SEE NOTE 1 n 1 i t, HN IO J fp Li 5pp p \ W/2X BUCK I IRI DAINSTALLATION 8 W/1X BUCK — INSTALLATION d "! TYP. HEAD g JAMBS p SEE NOTE 1 — SEE AIL •Y o' A' SINGLE DOOR W/SIDEL TE VIEW 'B'—'B• W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 SEE NOTE 1 0 16 SEE .. 5 _ OETAIL '1 . Ci + W 0 SINGLE DOOR VIEW 'A —A' 1. W/2X BUCK 2INSTALLATION W/1X BUCK 11 INSTALLATION SEE NOTE 2 0 DETAIL "2" ra_ r 6' 3" 3. 6' R [-3. MID ad"t«a 1 SEE NOTE 3 0 A W/2X BUCK SEE DETAIL T SHEET 3 11 SEE DETAIL 3' INSTALLATION 2 A: W/2X BUCK u W/tX BUCK _ _ w 3" NSTALLATIONINSTALLATIONW<- - ? 2 - W/1 X BUCK 9 o U I MULLION n'P. HEAD N vai = 2AJ" NSTALLATIOASTRAGALN Z SHOWN FOR 0 SHOWN FOR & JAMBS iv SHOWN FOR OifP. HEAD & o SEE NOTE 1 REFERENCE 0 JAMBS REFERENCE 0 REFERENCE SHEET 3 = —1 ONLY 0 SEE NOTE 1 ONLY 0 0 SHEET 3 SHEET 3 0 SEE NOTE t _ DETAIL '4' SEE E. _ SEE NOTE 1 0 SEE NOTE 1- 16 o SHEET 3 0 SEESHEEP3 0 16 O V — — 16 0 16 DETAIL c 1 16 0 5 12 EE NOTE 1 N 5 0 5 n U' SHEET 3 I —L 0 E' DOUBLE DOOR W/SID 1 S INngN PAIRS 30 > `" ai TYP. I A" 6" VIEW 'E'-'E' DOUBLE DOOR VIEW A" -'A SHOWN W/ oPlo" OOMWAYM rASnMM MV /30 (" ML SOAR TO OOOR 4UM OWMMIOW W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3/4- REPFHWOODSCW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW E 13 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4 PFH ITW CONCRETE SCREW E 20 HEADER JAMB 4.656 X 1.25 7HERMA-TRU SUGAR PINE) SG >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD W00 30 1 2 X 1 X 25 GA. CORRUGATED FASTENER W/1X BUCK INSTALLATION 12 1 . C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 W/1X BUCK 11 O DETAIL "1" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL""3"3" B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 1 DETAIL "4" N.T.S. 9 er JK m en LFS 3 NG No: 15225.1-68 c 14or 6 Q" 1< 2.1/YMIN. FROM 2-1/2"MIN.FROM MASONRY EDGE MASONRY EDGE — TYP.) ( TYP.) T IX BUCK ISS w u7 H INTERIOR EXTERIOR 1 HEAD JAMB 5 To lxwb-buck Inswing shown z A 9 12S u y INTERIOR EXTERIOR 2 HEAD JAMB 5 T s h" BUCK INTERIOR 03'.. EXTERIOR zz I 27MAK m i SHIM SPACE 1 I.IS MIN. 1 1. 2S'MIN. EMB. TYP. 4 VERTICAL SIDE JAMB 5 Tiroboxk uwttrgshown1" MIN. FROM ]"MIN. FROM MASONRY EDGE MASONRY EDGE + TYP.) ( TYP.) 1 2X BUCK + A INTERIOR EXTERIOR 3 HEAD JAMB 5 T. k shown INTERIOR EXTERIOR 0. 1 S MIN. CSINK 0. V MAX SHIM SPACE 1. 15'MIN, EMB. 5 VERDCAL SIDE JAMB j TEo w V shown z 111111- 1 n zouLae 2121112 i saw N.T.S. uric. UP JK m noL or. LFS 3 WAVMo rroz a e FL- 15225.1-68 0 om - L or b 0 INTERIOR EXTERIOR 2-I/7' MIN. FROM 2-1/7' MIN. FROM f- MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 1 VERTICAL CROSS SECTION 6 Inswing conVtMion INTERIOR 2-1/7MIN. FROM2-1/7' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 4 VERTICAL CROSS SECTION 6 Inswing conrguolion i 2- 1/ 7'MIN. FROM 2-1/7-MIN.FROM f- MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 2 VERTICAL CROSS SECTION 6 Oulswing con"tion INTERIOR EXTERIOR pp U 2-1/ 2" MIN. FROM 2-1/7' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 3 VERTICAL CROSS SECTION 6 EXTERIOR O. O. O. CL 2- 1/ 7' MIN. FROM 2-1/7' MIN. FROM ft MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 5 VERTICAL CROSS SECTION 6 Oulswing conliguotion 2-1/ 7' MIN. FROM 2-1/7' MIN. FROM ff MASONRY EDGE — — MASONRY EDGE + IYP.) (TYP.) 61 VERTICAL CROSS SECTION 6 outs" conRguoRon N.T. S. er JK ar LFS 40 "W o 75225. 1- 68 c L or o 4/2812017 Florida Building Code Online qe .r .:' •: a ... ." w.,ee.. +" :-. ' 1. U1 P' 1. lr I 1,7s _ C i9 rbe ' ` • ? li SCIS Home ! Log In User Registration Hot Topic Submit Surcharge Slats a Facts Publications FSC Staff SCIS Site Map , Links Search la b r '1,5 Product Approval USER: Public User a. Product AoDroval Menu > Product or Application Search > Aorlication List > Application Detail FL # FL3792-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Method 1 Option A Year 1995 httpsJAvww.Ooridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVidikEk7oGO6zyYrvnk%3d 1/3 428/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online 09/30/201S 10/06/2015 10/09/2015 08/16/2016 FL # - Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- Approved for use outside HVHZ: Yes 0602.02.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Verified By: Miami -Dade BCCO - CERRoofVentshallbeinstalledovercompositionshinglesroofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be Installed on roof mean heights greater than Evaluation Reports 33 feet. FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792'R8 C CAC Lomanco 700 Series - NOA 11- Approved for use.outside HVHZ: Yes 0602.04.odf Impact Resistant; N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other. 1. Refer to applicable building codes for required ' Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuildingcode. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof Created'by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports 3792 R8 AE Lomanco 700 Series - NOA 11-0602.041odf Created by Independent Third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuildingcode. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- . Approved for use outside HVHZ: Yes 0602.04:odf Impact Resistant: N%A Quality Assurance Contract Expiration Date ' Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CERshall,comply with applicable bulding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports - FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04,6df Created by Independent Third Party: Yes 3792.5 7700 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 It NOA tS-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsl/www.0oridabUlding.orgtpr/pr app dll.aspx?param=wGEVXQwIOgsFgPhXouugPGbeVjdikEk7oGQ&yYnmk%3d 2/3 4n812017 Florida Building Code Online I I FL3792 R8 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes 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 :: AccesSibllM 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. U you have any questions, please contact eS0.487.139S. 'Pursuant to Section 4SS.275(t), 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 w1ddl 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: a ® E 77 Credit Card Sale https//wwty.Aoridabtaldifg.orgfprlpr_app dtl.aspx?param=wGEVXQwIDgsFgPWouzz9PGbeVjjdikB(7oGQ6zyYnmka/a3d 343 M IMI®I7 ADE MIAMI-UADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine/ 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 BNC - 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 AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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 tiled and there has been no change in the applicable building code negatively affecting the perfonnance 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 renews NOA# 06-0501.1 I and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeorv: Rooting Sub-Cateeorv: Ventilation Material: Aluininum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Suecification Descriation 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOW 11-02-01 04/05/06 NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 jamerijol Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the root. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. t" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/:". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable builduig codes for required ventilation. 2. 135 Roof Vent, Lomaucool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published inshvctions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. '135 Roof Vent, Lomancool. 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein "shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI-DADECOUNWM Expiration Date: 08/17/16 Approval Date: 08/1.7/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART A I 11EM REO DESCR11+I1ENN MAIERIAL MAI WI' 0201-501 1 t DOME .0322.0025 X 28.50 X 26.50 5005-0 AL 3.2561 0201-502 2 1 BASE .032t.0025 X 20 X 23 5005-0 AL 1.840# 0201-503 3 I RAINSHIELD .019t 0025 X 19.50 X 19.50 5005-0 AL .913; 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7.580 CALV. STEEL .1951 0201-507 5 1 SCREEN .02R Y 5 X 41.375-8X8 MESH PERM-A-KOTE t 3L HD. AL 14050002. 81 7 3 I SCI CW J14 Y. 112 H1VDH0E IY M' B' ZINC PLT 4rU 1 END OF THIS ACCEPTANCE NOA No.: 11- 0602.02 Expiration Date: 08/ 17/16 Approval Date: 08/ 17/11 Page 4 of 4 MIMI®DADS MIANII-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Strect, Room 203 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v""v.miamidade.eov/building/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction.materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AH'J). 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) resetve 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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 renews NOA## 06-0501.11 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0662.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page I of 4 ROOFING COMPONENT APPROVAL Catmory: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS l00(A) LOM-011-02-01 04/05/06 NOA No.: 11-6662.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and I" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: I. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the :Florida BuildingCode and Rule 913-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMIOADECOUNW Expiration Date: 08/1.7/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancoo12000 Power Vent PART y 11EM RED I UESCRIP IION MAIENIAL MAI Wr 0201-501 1 1 DOME .032-1.0025 X 28.50 X 78.50 5005-0 AL 3.2501 0201-502 2 1 SASE 032t.0025 X 20 X 23 5005-0 AL 1.840R 0201-5503 3 1 RAINSHIELD .019t.0025 X 19.50 X 19.50 5005-0 AL .9130 0410-501 A 2RACKEr 16 GA. X 1.250 X 7580 OALV. STEEL .195/ 0201-507 5 i SCREEN .078 X 5 X 41.375-8:<R MESH PEhM-A-KOM 1404000165 6 12 RIVE 1 3/160 X 7/32 OVAL HD. AL 1405000281 7 3 SCREWY #14 X 1/2 HWUHD TYI EM -AS- ZINC PL.T yrU a END OF THIS ACCEPTANCE NOA No.:-11-0602.02 MIAMMADE CExpiration Date: 08/17/16 OUNTApproval Date: 08/47/11 Page 4 of 4 MIAMII QADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 203 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/building/ 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AH)• 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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. TERMPiATION 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 tennination 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 renews NOA## 06-0501. I 1 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv/Identifier Name PRI Asphalt Technologies, Inc. TAS 100(A) Resort Date LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rattcrs, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and I" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/Z'. See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturcrs published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc..published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein 'shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI.OAOECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART 9 nEM REO I DESCWIP110N MAIENIAL I MAT wr 0201-501 1 1 DOME 032t.0025 X 2a.50 X 28.50 5005-0 Al. 3.2509 0201-i02 2 1 BASE 0323 0025 X 20 X 23 5005-0 AL 1.840# 0201-503 3 1 RARISHIELD 019t.0025 X 19.50 X 19.50 5005-0 AL 9131 0410-501 4 3 BRACKET 16 CA. X 1.250 r. 7.580 CALV. STEEL 195a 0201-j;17 5 1 SCREEN 028 X 5 X 41.37!-BX8 MESH PETiM-A-KOW.. 1404000165 6 12 RIVE 3/160 X 7/32 OVAL HD. AL 14050002BI 7 3 SCREW 14 X 1/2 HWVHD 71-PEM -AB- ZINC PLT 91U END OF THIS ACCEPTANCE NOA No:: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 4/211W17 Florida Building Code Online i' ':iv 4eE,1l}ra'T:L5,rc' . /')'f i,%'r • - _ 5vL: _. - ..; ... , y .fll]`'. • 7r • ('LF••.7C•iCO:t utiy BUS Home I Log In User Registration I Not Topic ; Submit surcharge I Slats a Facts I Publications I FBC Staff I BCIS Site Map I Links Search Flniicta Product Approval li; I USER: Public user Ilfi far..:. T•• L•tiG1 Product Approval Menu > Product or Application Search > Application List > Application Detail 128%Mi "Yruz' FL # FL3792-R8 Application Type Revision 3 Code Version 2014 i Application Status Approved j 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified i by the POC and/or the Commission If necessary, Comments Archived Product Manufacturer Address/Phone/Email r Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Y o Compliance Method r " Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) I Product Approval Method Method 1 Option A https:/Avww.floridabL iiding.orgtpr/pr ppp dU.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVdikEk7oGQ&yYrirnk%3d Year 1995 1/3 428r2017 Florida Building Cade Online Date Submitted 09/30/2015 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Date Revised 08/16/2016 Summa --.of Products -- _. .. _ .. .. _..... . . ........ .... ... ,... _ ... ..... _ FL # - Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA L1- Approved for use outside HVHZ: Yes 0602.02.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Verified By: Miami -Dade BCCO - CERRoofVentshallbeinstalledovercompositionshinglesroofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be Installed on roof mean heights greater than Evaluation Reports 33 feet. FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730 Roof Lower Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series = NOA It - 0602.04.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A . ,. 08/16/2016 Other: 1. Refer to applicable bullding codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 If Lomanco 700 Series - NOA 11-0602,04.0f Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuildingcode. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof Created, by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuildingcode. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use ^ . Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8• C CAC Lomanco 700 Series - NOA 11- . . Approved for use outside HVHZ: Yes 0602.04.odf ' Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By:' Miami -Dade BCCO - CERshail,comply with applicable bulding code. 3. Lomanco's .. Model 730,750,770 Roof Louvers shall not be installed on .roof Created by Independent Third Party: mean heights greater than 33.feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 13792.5 17700 Roof Louver I Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVIdikEk7oGQ6zyYnmk%3d 2/3 4/28l2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.pdf Created by Independent Third Party: Yes 0nC Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pubtic-records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. U you have any questions, please contact SS0.487.1395. 'Pursuant to Section 455.275(t). 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 entails 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 4SS, F.S., please dick here . Product Approval Accepts: M ® e4ii Credit Card Sale hopslAuww.Boridabuilding.orgtpr/pr app dill.aspx?param=wGEVXOwtDgsFgPhXouzz9PGbeYdikEk7oGQ&yYnmk%3d 313 M IAM,.rI-QADE 6WA; W MIAIVII=DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGH90RHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine/ 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 BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miauu-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the perfonmance of this product. TCRMINATION of this NOA will occur after the expiration date or if there has beena 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 renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY NOA No.: 11-0602.02 Expiration Date: 08A7/16 Approval Date: 08/17/11 Pagel of 4 ROOFING COMPONENT APPROVAL Cateeorv: Rooting Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 M1AM1•DADECOUNTY Expiration Date: 08/17/16 f Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as lie vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. I" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/z". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature D MITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomaucool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, hic. published instructions, and in accordance with applicable Building Codes. 3. This -acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent. Lomancool. 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: I1-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/1.1 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART # REµREO ` UESCRIPIION LIAIENIAL MAI 1YT 0201-501 1 1 DOME .0321.0025 X 28.50 X 26.50 5005-0 AL 3.250a 02DI-502 2 I BASE .032s.0025 X 20 X 23 5005-0 AL 1.840p 0201-503 3 1 RAINSHIELD .0191 0025 X 19.50 X 19.50 5005-0 AL .913'. 0410-501 4 3 BRACKET 16 CA. X 1.250 X 7.580 CALV. STEEL .195/ 0201-507 5 1 SCREEN .029 X 5 X 41..S75-8X8 MESH PERM-A-KOTE' 1t04000S65 6 17 RIVET 3/160 X 7/32 OVAL NO. AL 1405000281 7 3 SCREW 114 X 1/2 H%YUH0 TYPEM -AB ZINC PLY 9rU END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI.OADECOUNTY Expiration Date: 08/17/16 1 Approval Date: 08/17/11 Page 4 of 4 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.sov/buildine/, 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 BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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 renews NOA# 06-0501.1 1 and consists of pages I through 4. rhe submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page I of 4 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test AeencvAdentifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-6602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the root. Remove roofing nails from top row of shuigles 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and l" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature - LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products lisied herein shall have a quality assurance audit in accordance with the :Florida BuildingCode and Rule 913-72 of the Florida Administrative Code NOA No.: 11-0662.02 Expiration Date: 08/17/16 Approval Date: 08/47/11. Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART B ITEM REO I DESCRIYI*N 161ATERIAL MAI wr 0201-501 I 1 DOW .0321.0025 A 26.50 X 28.50 5005-0 AL 3.2506 0201-•502 2 1 BASE 0323.0025 x 20 X 23 5D05-0 AL 1.8404 0201-503 3 1 RAINSFIELD .019*.0025 X 19.50 X 19.50 5005-0 AL .9130 0410-501 4 8RACKEr IE GA. X 1.250 X 7.580 CALV. STEEL .1951 0201-507 5 I SCREEN .07H X 5 X 41.375-8X8 MESH PERM-A-KOrE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HD. AL 1405000281 7 3 SCREw 014 X 1/2 H1WHD TYPEM -AB" ZINC PLT END OF THIS ACCEPTANCE NOA No.:.11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI•DADE B:19f1P:9 MIAMI-DADE COUNTY UWAMW PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 3 t 5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidnde.gov/buildiisg/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued tinder the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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. TERMDgATION 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 tennination and removal of NOA. ADVERTISEMIENT: 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 Bui lding Official. This renews NOA# 06-0501.1 I and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 CM1AMM11M0=UNTy Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 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 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and- Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agencv/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: I1-0602.02 MIAM1DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page-2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole tluough shingles and sleuthing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and l" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/:". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIIG mnoNS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, htc..published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/47/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent P4RR y 1'IEM REO I DESCRIP 110N MA IERIAL MAT WT 0201-501 1 1 MOMC 032t.0025 X 7d.50 X 25.50 5005-0 At 3.250q 0201-502 2 1 BASE 032x.0025 X 20 X 23 5005-0 AL 1.840,E 0201-503 3 1 RAIMSHIELD OID*.0025 X 19,50 X 19.50 5005-0 AL 9130 0410-b01 4 3 BRACKET 16 CA. X 1.250 r, 7.580 CAM STEEL 1951 0201-5117 5 1 SCREEN 028 X 5 X 41.575-M MESH PERM-4-KOTT. 1404000165 6 12 RIVEI 3/16o X 7;32 OVAL HD. AL 140500D281 7 3 I SCRLW 14 X 1/2 HWUHD TYPEM 'AB- ZINC PLT t END OF THIS ACCEPTANCE NOA No:: I1-6602.02 MIAMI47ADECOUNTY Expiration Date: 08/17/16 Em:fsrmj Approval Date: 08/17/11 Page 4 of 4 4128Q017 Florida Building Code Online sw,:R,:•.'f ;4V'' .1: . = :'K . r. +s' 4' '$ rir ••.r.:^•'isa_;v' t + ft:•1• :-t• "•'*]. waa.aw Cr•'4. N'• " ' `tie . i::!fiK-•' 4" . _• > p -r. - CXt ' ' '••p •! , '6'a i r•• - :ice .. F„r'ti . r ..y:. T ..,b, ',,' 2.,, '' c• , yy`V. *'' ,v: •.. iy . ..i i. fr- s, bw•f .:•Sr;. - - j •. ,; ^t. '?t. - k> VH :.' ; l ,a ,• ' rrr Yf 'L11 ia,51Z{'r: •i .clSi:+. .•. y f-.F.j,.: l^ ..... f•• ! •LrfA,. 'tCa,. 1 s. Y ='N T••a.. .t i%! .• - r•' : `' : f7o•li?. ' 2 ->c .13'. _ j:9C f...11 fA - hh r a'A' I r •0 0 ' ' •'r ' y j, r .rti' S.. ••.,rt r-.:Yti ' •t •R o` 3 . Y! t•i Y,•- l I •• . r F •Iy •?.,•r.'' ' `. 3't• f`%';;r.h• ,4..:.,F iy;.l k{J-' [[[ M1.1- s: I'«'i+ Ir 3' t't^ti.... Z _ t..I, ''+1::=. ', tieY 4'1'' l • 'Y ti..rLL+ 9 'te... ;gr:io- •f '>'+" •.w •.i ;rl ., .: II .. -•, ., "t? t,•itL•,, r•,•p`1tt y p!1!Pq!yyLYl:fi:: ";.Y;-..;•'. tt r k` rY. . •rxr __ : , Y riS. • : t * +_''.: ••X°,f. ..:,ir"MF.s}-0dCSYYia.7 i16:J+'iiief..l'.>' ' SCIS Horne I Log In User Registration Not Topics j Submit Surcharge Slats d Facts Publications i FBC Staff BCtS•Slte Map Links ! Search b bi i,; ` Product Approval USER: Public User CItt 4:6e:t. ." Product Approval Menu > Product or Application Search > Apolleation List > Application Detail FL of FL3792-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -, Product Manufacturer Lomanco, Inc 1 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 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER. Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:lAvww.Ooridabuiiding.orgfprlpr app dp.aspxlparam=wGEVXQwtDgsFgPhXouzz9PGboVidikEk7oGQ6zyYrtmk%3d 1/3 4128/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/201S 10/06/2015 10/09/20tS 08/16/2016 ummofProducts---- FL # Model, Number or Name Description' 3792. 1 135 Roof Louver Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be installed on roof mean heights greater than 33 feet. 3792. 2 730 Roof Louver Limits of Use Approved for use -in HVHZ: Yes Approved for use.outside'HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean helghts greater than 33 feet. 3792. 3 1750 Roof Louver Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602. 02.odf Quality Assurance Contract Expiration Date 08/ 17/2016 Installation Instructions FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602. 02.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Seres - NOA 11- 0602. 04.odf Quality Assurance Contract Expiration Date 08/ 16/2016 ' Installation Instructions FL3792 R8 W Lomanco 700 Series - NOA 11-0602.04.0f Verified By: Miami -Dade BCCO - CER Created' by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series = NOA 11-0602.04:odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RS C CAC Lomanco 700 Series - NOA 11- 0602. 04.odf Quality Assurance Contract Expiration Date 08/ 16/2016 Installation Instructions FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792. 4 _ 770 Roof Louver' Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- . Approved for use outside HVHZ: Yes 0602.04:odf Impact Resistant: N%A Quality Assurance Contract Expiration Date Design Pressure: N/A .08/16/2016- Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.0f shall. comply with applicable bulding code. 3. Lomanco's Verified By:' Miaml-Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports . FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.0f Created by Independent Third Party: Yes 13792. 5 17700 Roof louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 1.0/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 11 NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsJJwww. floridabuilding.orgfprlpr app dtl.aspx?peram=wGEVXQwIDgsFgPhXouzz9PGbeVjdikEk7oGQ&yYnmk%3d 2J3 4/2t312017 Florida Building Code Online FL3792 Ra AE NOA IS-0709.09.Ddf Created by Independent Third Party: Yes Contact llc :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. U you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(t), 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 4SS, F.S., please dick bare . Product Approval Accepts: 11®v Credit Card Sale httpsJMrww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGtVXQw(OgsfgPhXouzzgPGbevdikEk7oGQ6zyYnmk%3d 313 MIMI®OIADE MIANII-UADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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) www.miamidade.eov/buildine/ 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 BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a pennanent 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 perfonnance of this product. TERMINATION of this NOA will occur after the.expiradon 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 renews NOA# 06-0501.1 1 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 UNTY Expiration Date: 08/17/16MIAMI•DAOE COp Approval Date: 08/17/11 Page 1 of 4 ROOFING CO1%1PONENT APPROVAL Categorv: Rooting Sub-Cateeorv: Ventilation Material: Alununum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Suecification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aaency/Identifier Name PRI Asphalt Technologies, Inc. TAS 100(A) Report Date LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as lie vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. I" from the outside edge of the flange and I" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomaucool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomaneo, Inc. published instiuctions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART F ITEM REO l UESCRIPIIGY4 MA ILWIAL MAI WI' 0201-501 1 1 DOME .032i.002.5 X 28.50 X 28.50 5005-0 AL 3.2501 0201-502 2 I BASE 0321.0025 X 20 X 23 5005-0 AL 1.840.# 0201-503 11 1 RAINSHIELD D191.0025 A 19.50 X 19.50 5005-0 A1. .913,# 0410-501 4 3 BRACKET IE CA. X 1.250 X 7.580 CALV. STEEL .1951 0201-507 5 1 SCREEN .029 X 5 t 41.375-8X8 MESH PERM-A-KOTE' I4040=65 6 17 RIVET 3/160 X 7/32 OVAL NO. AL 1405000281 7 3 SCRCW #14 X 1/2 Hw11HD TYPEM -AB' ZINC PLT 111 1•\ /i + END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 1 Approval Date: 08/17/11 Page 4 of 4 MIMI®QADE MIANiI-DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGIIBORHOOD COMPLIANCE DEPARTMENT (BNC) 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) www.miamidade.eov/buildinL/ 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Slaving Jurisdiction AH7). 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. BNC 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 Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent 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 renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: l 1-0602.02 MIAMI•DADECOUNTY Expiration Date: 09/17/16 Approval Date: 08/17/11 Page 1 of 4 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 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vcnt, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aaencv/Identiifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-6662.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Eamarljoy Approval Date: 08/17/1 l Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45' with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published litcrature LIMITATIONS: Refer to applicable building codes for required ventilation. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART .4 IIEM PEO I UESCRIP110N MA IEHIAL MAI wr 0201-501 1 1 DOME .0321 0025 X 28.50 X 26.50 5005-0 AL 12501 0201 -502 2 1 BASE .0323.0025 X 20 V. 23 5005-0 AL 1.840p 0201-503 3 1 AINSHELD .0191 0025 X 19.50 X 19.50 5005-0 AL 9130 0410-501 4 BRACKET 16 GA. X 1.250 X 7580 CALV STEEL 1951 0201-1507 5 1 SCREEN .0711 X 5 X 41.375-BX8 MESH PEkM-A-KOK 1404000165 6 12 RIVE 3/160 X ?/32 OVAL HD. AL 1405000981 1 3 SCREW #14 Y. 1/2 HMHD IYPE)A -4B- ZINC PL.T t END OF THIS ACCEPTANCE NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/47/11 Page 4 of 4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/building/ 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 BNC - 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. BNC 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 Hurricaue Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent 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 fled 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 sates, 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. Ifany 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 renews NOA# 06-0501. l l and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11, Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeom Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecification Descrimion 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and. Lomancool 2000 Power therniostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. 'Jacksonville, AR, EVIDENCE SUBMITTED: Test Aeencv/Identifier Name PRI Asphalt Technologies, Inc. TAS 100(A) Re ort Date LOM-01 1-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten. the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and l" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/:". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc..published instructions, and in accocdance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 913-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/47/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART y IIEm PEO I UESCRIPHON MA IERIAL MAr Wr 0201-501 I 1 DOME 0321.0025 X 28.50 X 28.50 5005-0 Al. 3.2500 0201-502 2 1 BASE 032i.0025 X 20 X 23 5005-0 AL 1.840r 0201-503 3 1 RAIHSHIELD 0191:.0025 X 19.50 X 19.50 5005-0 AL 913! 0410-501 4 3 BRACKET 16 C.A. X 1.250 r. 7.580 CAM STEEL 1951 0201-,-,37 5 1 SCREEN 0211 X 5 X 41.S75-BXB MFSH PERM-A-KOTE 1404000165 6 12 RIVET 3/16o X 7/32 OVAL HD. AL 1405000281 7 3 SCRLW 14 X 1/2 HWUHD 7"PEM 'AS- ZINC PLT 9 rU END OF THIS ACCEPTANCE NOA No:: 11-6602.02 Expiration Date: 09/17/16 Approval Date: 08/17/11 Page 4 of 4 4/2812Gr7 Florida Building Code Online tom{-Y:r;_,t,• If t > . SCIS Home i Log in I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS site Map I Links j search 1 n ':! Product Approval 4j! r , ' USER: Public User Product Approval Menu > Product or Aoolicatlon Search > Apoilratlon List > Application Detail Ail: il%tifnc 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 b Florida License Quality Assurance Entity a• • K.' J. Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12328-R7 Revision 2014 Approved K TAMKO Building Products, Inc. PO Box 1404 3oplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Carter Lea carter_lea@tamko.com Kerri Eden PO Box 1404 3oplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received FL12328 R7 COT TBP14001 3 2014 FPA TAMKO Underlavments-FINAL Ddf Referenced Standard and Year (of Standard) Standard ASTM D1970 Year 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 I Equivalence of Product Standards Certified By Sections from the Code https:Kwww.floridabuilding.orgtpr/pr ppp dtl.aspx?param=wGEVXOwtDgtF2AezuarjgOlAramDGm5e%2bSa/o2baRvkOl3ThCQrIWi58TQ%3dp/o3d 1/4 it JIi 4/2812017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option O 08/23/2016 08/23/2016 08/2S/2016 10/13/2016 iumrna 'ofProducts FL A :;';: ; ` ' , Modet, Number.or Name :•,. Description' ;; 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions ` Y Approved for use in HVHZ: No FL12328 R7 It TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL odf Created by Independent Third Party: Yes 12328.2' :-... '.:.'ASTMtIIeUnderlayment Coated'organicunderlayinent ":': •.• ' Limits of Use Installation In'strucEions Approved:foiuse In. HVHZ: No FL12328 *R7 II TBP.14001.3 2014 FPA TAMKO •= Approved for:use outside HVHZ:-Yes • • Underlavments- FINAL, k Impact Resistant:.N/A Verified ey: Zachary R. Priest 74021 •'=• Design Pressure: N/A •• • ' : Created by -Independent Third Party:: Yes ' Other: See -evaluation reportfon limits bf'yse. :. • ,= :'::. Evaluation Reports FL12328 R7•i4E• TBP1'4001.3"2014 FPA TAMKO-•'•• Underlavments=FINAL.Odf •; "' YesCreatedbylndepeenThird-Part: ::.• 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of use Installation Instructions Approved for use in HVHZ: No FLIZ328 R7 It TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3"2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328:4, -. '. _ ;. ,:: Moisture"Guard Plus'-- '' . : - A:self=adherir!g`•mbdified liitumerivnderlaymer!t.: ;:.•.: " Omits of Use, .;,..: '. ;. ' "' '' ' := •• : . Iristil6tion•Instructioits :•- .. " Approved_'foruse•in:HVHZ:.No E1.12328•117 II TBP14001.3 2014 FPA-TAMKO. ." Approved for use outslde HVHZ: Yes.: • _ ._': ,: :-•_ :: Underlavments-FINAL;bdf-L ImpScVitesistaqt: N%A .:,':.:.. Verified. By: Zachary. R.'Prlest.74021 - e' Oesigri Pressure:.N/A,::: . Created,tiy Independent Third Party:, Yes. Other: See eyaluation.repori for.limits of, use.: ' :. -" ; : '- Evaluation Repots %' : '' • •: FL12328:127 AE T8P14001.3 2014'FPA-TAMKO' ' nderlavments-FINAL:Odf ' = •' Created by. Independerit.Thlyd-Party :"?es' 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.E No. 1S UL : 'Asphalt saturated organic felt. ''• Limits of Use - Installation Instructions ' Approved. f ir'use in HVHZ:-No .: ,FL,12328 R7 II 'TBP14001.3 2014•FPA TAMKO Approved for use outside HVHZ: Yes- -- " Underlavments=FINAL@odf Impact Resistant',.- N/A'. = Verified •By:,Zachary:R: Priest 74021 - hops:Uwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwIDglF2AezuarjgOlAramOGm5eol.2bS%2baRvkOl3ThCQrfNiSBTQ%3d%3d 214 4/2812047 Florida Building Code Online Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. I Evaluation Reports EL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328.7 No, 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlay ments-FINAL, Ddf Created by Independent Third Party: Yes 1.2328.8 No: 30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created -by Independent Third Party: Yes Other: See evaluation report, for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.9 TAM -FELT Alternate to ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U_ riderlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.,10 TW Metal aiid•Tile Underlayment self -adhering modified'bitumen underlayment Limits of Use Installation' Instructions Approved foruse•in HVHZ:. No. FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved foruse'outside HVHZ: Yes Underlayments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R.• Priest 7..4021 Design Pressure: N/A Created by Independent. Third Party: Yes. Other: See evaluation report for limits`of use. Evaluation Reports FL1232B R7 AE TBP14006 2014.FPA TAMKO U nderlavments-FINAL. Ddf Created by Independent Third Party: Yes .. 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Impact Resistant: N/A Underlavments-FINAL. Ddf Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO Underlavments-FINAL, Ddf Created by Independent Third Party: Yes LI"sA l tL'EO Cant= Us :: 2601 Blair Slane Road. Tallahassee FL 32399 Phone: BSO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 Stale of Florida.:: Privacy Statement :: Accessibul Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address lkreleasedInresponsetoapub -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 850.487.139S. 'Pursuant to Section 4SS.275(t), 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 emaik provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 45S, F,S., pease c8dt here . Product Approval Accepts: IS M `'= M hops://www.11oridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgIF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCQrlWi58TQ%3d%3d 3l4 4/28i2017 Florida Building Code Online Credit Card Safe https:/iwww.floridabuilding.org/prlpr app d0.aspx?param=wGEVXQwtDgtF2AezuarjgOIAramDGmSe°k2bS%2baRvkOl3ThCQriWi58TQ%3d%3d 4/4 Certificate of Authorization bur DriveCREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22. 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3. 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2. 1507.8.8, T1507.8, 1507.9.3. 1507.9.3.2, 1507.9.5. 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underiayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete file shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC_ of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ ASTM Tile ASTM D 6380, Class M. Type II underlayment constructed from an organic'felt saturated Underlayment with asphalt.then coated on both sides with asphalt and surfaced with granules. Application: The undedayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete file shall be permitted in accordance with the FBC. TAMKO@ Master ASTM D 6380. Class S, Type IV undedayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The undedayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKO@ Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKO@ No.15 ASTM ASTM D 226, Type I undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The undedayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 15 UL ASTM 0 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which (his report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. im CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment consttucted from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self -adhered, flexible, ASTM 0 1970. rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKO0 7W 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. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 F1.12328-117 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. R E E K TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in. the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits fot each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 614320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Nrrrnrr G PQ Y R, • AAZ No 74021 cr 9 = STATE OF : 4J. SS O N AL E - 4 % r1lirlrtt1t CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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. ENO OF REPORT TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for Stale 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 Certificate of Authorization bur Drive17520Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5' EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3. 1507.2.4. 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2. 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5,1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6649) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-218-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAfTRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation repon 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM 0 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA1TRI 07230 for file applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and Gay file roofing shall be permitted in accordance with the FBC. TAMKO® No.15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM 0 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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. M-M C TAMKO BUILDING PRODCUTS, INC. G TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted In accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'17 Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. 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. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 407 Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKOS 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: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest. P.E. have demonstrated compliance with the Florida Building Code, a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 011111118111rII It R A .` G: P•E N No 74021 STATE OF OJ CERTIFICATION OF INDEPENDENCE 2016. 08.2 2 09:35:39 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. ENO OF REPORT TSP14001. 3 FL12328-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/28/2017 Florida Building Code Online SCIS Home f log In f use, Registration f Hot Topics Submit Surcharge Slats S Facts f Publications FBC Staff ' BCIs Site Map f Units I search bProduct Approval USER: Public Userr Product Approval Menu > Product or Anpliration Seardt > Aoplirwtlon Litt > Application Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved i .i Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Carter Lea carter_lea@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the 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 R7 COI TSP14001.3 2014 FPA TAMKO Underlavments-FINAL, Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code httpsl/www.8oridabuilcing.orglpr/pr app dtl.aspx?param=wGEVXQwtDgF2AezuarjgOIAramDGmSe%2bS°1.2baRvkOl3ThCQrIWi58TQ%3d%3d 1/4 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated i Date Pending FBC Approval Date Approved i r i iJ .. L.: • tN Summary of Products Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules_ Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlayments-FINAL. Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Vnderlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL•12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Unde aymen NALDf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure:.N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 117•AE TBP14001.3 2014 FPA'TAMKO U nderl avm ents-FINAL. Dd f Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 ii TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.4 Moisture Guard Plus ' A self=adhering mbdified'bitumen•undetlayment., Limits of Use Installation Instructions - . Approved for use in HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes' Underlavments-FINAL•.Ddf Impact Resistant: N/A Verified. By: Zachary R. Priest 74021 Design Pressure: N/A. .. Created by Independent Third Party: Yes ' Other: See evaluation report for limits of. use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.rid f Impact Resistant: N/A Verified By: Zachary R. Priest 74021 htt3s://www.0oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXaNIDgtF2AezuarjgOlAramDGmSe%2bS%2baRvkOl3ThCOrfNi58TQ%3d%3d 2/4 4/28M17 Florida Building Code Online Design Pressure:'N/A•- - Created by•Indeperident Third•Party, Yes Other: See evaluation report'f6r limits of Use-.* . Evaluation Report's'... FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created -by Independent Third'Party: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 it TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underl avments-FINAL, odf Created by Independent Third Party: Yes 12328.8. No: 30 UL " Asphalt -saturated organic felt Limits of Use " Installation Instructions - Approved for use In HVHZ: No FL-12328 R7 11 TBP14001'.3.2014 FPA-TAMKO Approved for use -outside HVM2: Yes Underlavments=FINAL.odf Impact Resistant: N/A Verified By: 'Zachary-R. Pflest 74021 Design Pressure:•N/A . : ' ." • • Created -by Independent Third Party: Yes - Other: See evaluation report.for limits Of use. Evaluation -Reports _ 1`1_12328 117 •AE TBP14001.3 2014 FPA TAM_ KO' Underlavments-FINAL. odf Criated'bjr Independent Third:Party: Yes. 12328.9 TAM -FELT Alternate to ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports EL1232B R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328-10 .. :.. TW: Metal and Tile Underlaymenf ' : self -adhering modified"bitumen underlayrnent.- •: Limits of•Use -. ,... '.Instaillation•Ins4ructions Approved for .use In HVHZ:_No... •'. c FL12328 R7 lI TBP14601.3 2014 FPA TAMKO - Approved.foruse.'outside HVHZ: Yes Underlavments-FINAL.odf Inn act Resistant: p Whiled By:" Zachary R.• Priest:7.4021'• Design Pressure- N/A "; ••••,,- ' : : •. :' =: Created:by'Independent:Thi d"Party:•Yes.'' :: -.• ; Other: See evaluatlon•report•fo Ilmits'of use.. . Evaluation Reports• • ,.;: =:. ,•" '.'., .:..: ',•': ` _ . FL12328 R7 •AE TBP14001:3'2014 FPA TAMKO•, -: U nAerlavmerits-FINALodf Created -by Independent;JTlird Party: Yes , ',-- '•.. • 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. adf Impact Resistant, N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FI NAL. Ddf Created by Independent Third Party: Yes Contact us :: 2fi01 BIaIr Stone Road. Tallahassee Fl. 32399 Phone: M-487-1024 The State of Florida is an AA/FEO employer. Copyright 2007.2013 Stale of Florida.:: Prfva& Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot want your a -mall address released In response to a public-reoords 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 9S0.487.139S. -Pursuant to Section 45S.275(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 4SS, F.S., please dick 11erre . Product Approval Accepts: r httpsJAvww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXOw[DgtF2AezuarjgOlAramDGmSe*Yo2bS%2baRvkOl3ThCQrlWi58TQ%3d%3d 3/4 4/2812017 Florida Building Code Online Credit Card Safe https://www.11oridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramOGmSe%2bS%2baRvkOl3ThCQrPNi58TQ%3d%3d 4/4 Certificate of Authorization bur DriveCREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3. 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2. 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard yg6f PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOO ASTM Slate ASTM D 6380, Class M. Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The undertayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 speciflcally addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M. Type II underlaymeni constructed from an organic'felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOO Moisture Self -adhered, ASTM D 1970. fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6" staggered end laps. Min. application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM D 226, Type I underayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlaymonts TECHNICAL SERVICES, LLC TAMKOO No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic fell that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. 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. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40-F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. 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: The underlayment shall be installed with minimum 2' side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 TAMKO BUILDING PROOCUTS. INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in. the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. lulurrr p,,FIY% R. p''., G ENS* No 74021 STATE OF '. i'n• CERTIFICATION OF INDEPENDENCE 2 2016.08.2 2 09:35:39 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. PdesL P.E. does not have, nor will acquire, a fnandal 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 TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for Slate 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 ihis report Is 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 Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, ST" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2,1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8. T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM.D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6D49) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II undedayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and In accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 [his report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M. Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6' staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the F6C. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM 0 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlaymenl shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FM -CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Undedayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments shall be installed with the roll length parallel to the save, 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. j"111rrr111111iR. p No 74021 0:, STATE OF CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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 ENO OF REPORT TSP14001.3 FL12328-R7 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. 4/2812097 Florida Building Code Online SCIS Home 1, Log In I User Registration I Hot Topics I Submit Surcharge I Stats A Facts I Publications I FBC Staff I SCIS Site Map Links, j search b 1 r: Product Approval USER: Public UserP. r Product Approval Menu > Product or Anolieailon Search > Application List > Application Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i.3 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature. Carter Lea cart6r_lLia@tamko.com Technical Representative kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 k.erri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden S Validation Checklist - Hardcopy, Received Certificate of Independence FL12328 R7 COI T6P14001.3 2014 FPA TAMKO Underlavments-FINAL Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 200S ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code hitpsJAvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGmSe%2bS°h2baRvkOl3ThCQriWi58TQ%3de/a3d 1/4 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary_of Products Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlayments-FINAL.odf Created by Independent Third Party: Yes 12328.2' ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments- FINAL. odf Impact Resistant: N/A Verified By,: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12326 R7-AE TBP14001.3 2014 FPA'TAMKO U nderlavmenrs-FINAL.adf Created by Independent Third Party:•Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 It TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderl avments-FINAL. adf Created by Independent Third Party: Yes 12328.4 Moisture'Guard Plus Aself=adhering modified bitumen undeelayment. Limits of Use Installation Instructions Approved for use In HVHZ:.No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes. Underlavments-FINAL.odf Impact Resistant: N/A Verified .By: -Zachary R. Priest 74021 Design Pressure: N/A .. Created by Independent Third Party: Yes ' Other: See evaluation.report for limits of use. Evaluation Reports EL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 It TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL,pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. Ddf Created by Independent Third Party. Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No EL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 https://www.floridabLiidingorg(pr/pr_app dtl.aspx?param=wGEVXQwtDQIF2AezuarjgOlAramDGm5e°/a2bS%2baRvkOl3ThCQrPNiSBTQ%3d°/a3d 214 4/28i2017 Florida Building Code Online Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlayments-FINAL. odf Created by Independent Third Parry: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 fI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports EL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.8 No: 30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No ELI.2328 R7 If TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created -by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328.9 -- TAM -FELT Alternate to ASTM D 226, Type lI underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328.10 TW Metal and Tile Underlayment 'self -adhering modified'bitumen underlayment Limits of Use Installation Instructions Approved for use1n HVHZ: No FL12328 R7' lI TBP14001.3 2014 FPA TAMKO Approved for use'outside HVHZ: Yes Underlavments-FINAL. Ddf Impact Resistant: N/A Verified By: Zachary R.. Prlest'7.4021 Design Pressure: N/A ' Created by Independent Third Party: Yes. - '. Other: See evaluation- report for Ilmlts'of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014'FPATAMKO . Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of nodda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not wart 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 man. If you have any questions, please contact 950.487.i39S. -Pursuant to Section 4SS.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with on 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 4SS, F.S., pease click t=. Product Approval Accepts: E9 0 httpsJtwww.floridabi ilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgIF2AezuarjgOlAramDGm5e8'o2bSa/o2baRvkOl3ThCoriWi58TQ%3d%3d 3f4 anel2on Florida Building Code online Credit Card Safe https:!/www.floridabuilding.arglpr/pr app dU.aspx?param=wGEVXQwIOglF2P ezuarjgOlAramOGmSe%21.5%2baRvk013ThCQrPNi58TQ°3d%3d 4/4 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5"" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedaymenls Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3. 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5,1507.7.3. 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity. Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2069 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005601 PRI Construction Materials Technologies (I ST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II undedayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380. Class S, Type IV underayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM 0 1970. fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay the roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM 0 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Slate 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. CREEKL^ 1! TAMKO BUILDING PRODCUTS, INC. R G, K TAMKO Underlaymonts TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shalt be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be pennitted in accordance with the FBC. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS. INC. TAMKO Undedayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in. the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undertayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for: each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G PptY Rp No 74021 ' 0' 0 :• /STATE OF : tU 40Rt• OP'• rONA1- E:" ?,0' ufn11 CERTIFICATION OF INDEPENDENCE 2016. 08.2 2 09:35:39 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company 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. ENO OF REPORT TBP14001. 3 FL12328-R7 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 ekpress nor imply warranty, ihstallation, recommended use, or other product attributes that are not specifically addressed herein. Certdicate of Authorization No. 29824CREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, ST" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2,1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard leix PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM.D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMK00 ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM D 226, Type I underaymenl constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed With minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles. wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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. a. CREEKTAMKO BUILDING PRODCUTS, INC. TAMKO UnderlaymentsITECHNICALSERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted In accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO® TW Self -adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering diteclly to the roof deck with minimum 4' side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 Underfayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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 underayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All underiayments shall be installed with the roll length parallel to the save, starting at the save, 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program In compliance with Rule 61020-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, Vh Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. p fo G E NSF No 74021 yt STATE OF A% p : 9 01N A1 `c? C . CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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 (his 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 TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/28/2017 Florida Buildng Code Online r y(;. c:.w:li:'ttf -• • , „ .. • : ,. ;t:. ..' • ' f"Yl r.,.-.: :; II. p t ^•'tIIJ {r',,2r:. r TIC. ^'S:_d4"._-'•: J: BCIS Home Log In User Reglstration Hot Topics I~Sutunit Surcharge I Slats & Fads Publications FSC Stall i BCIS Site Map Unks Search Florida 1.1, 39, Product Approval PublicUSER: User Y5: Product Apomval Menu > ProMtct or Application Search > Application Ust > Application Detail FL # FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobaln.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 193SS 610) 651-5847 Mark.D.Harner@saint-gobaIn.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the 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 91 Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R10 COI 2016 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code hopsJ/www.8oridabuilding.org/pr/pr app dU.aspx?param=wGEVXGwIDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8w%3d°/aid 1/2 4/2812017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/201.6 Date Approved 02/07/2017 r S ,.Y.: • ^err,-r,y .C.- Sur ma-ry of Pioduct9' » 1>s. 'z: _ ..... . ' i3:-... • w, I ".. •s _i.ite:4. _, _...:'3i.aaa._:r.J FL # :" Model; Number or Name- Description- - p . 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5444 RIO H 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-RLO.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports M5444 RIO AE 2016 12 FINAL ER CERTAINTEED Asphalt Shlnale FL5444-R10.Ddf Created by Independent Third Party: Yes Co tJlacctUs :: 2601 Blair Stone Road, Tallahassee FL 32399 PhonE: SSG-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllly Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not wart your a -mall address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. If you have any qu estlons, please contact 850.487.139S. *Pursuant to Section 4SS.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed order Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official commumiotlon 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 4S5, F.S., please click ben`,. Product Approval Accepts: Credit Card Safe https:!/www.floridabuilding.orglpr/pr app dui.aspx?param=wGEVXQwtDgtah1gO7CSsoycOrl28CcpCJinUeXw7iiWvlUzOW4hL8w%3d%3d 2/2 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotlon #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.05-Rii FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words rTrinitylERD 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 i through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The faesimlk see, appearing was authorized by Robert Mern,nen. P.F. an WOMM6. This does not serve as an etectroNnly signed document Signed, sealed harckoples have been tnnsmlaed to the Product Approval Administrator and to the named cleat CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nleminen, 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. fiRINITY"IERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5t" Edition (2014) Florida Building Code and S'h Edition 2014) 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 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Kftftz Examination Reference Date UL (TST 1740) ASTM 03161 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 03161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM 03161 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 D71S8 OSNK08037 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 IOCA41303 10/08/2010 UL(TST 1740) ASTM D7L58 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM 03161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM 03161, D3462 & 07158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RIL Cer(OcateOfAuthoRiallon 09503 FBC NON•HVHZ EVALUATION FLS444-R10 Revision 11:12/08/ 2016 Page 2 of 12 J TRINITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT' 2S, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia", Belmont'", 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 NorthGatel" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL'" and Presidential Solaris"A 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 in the HVH2 S.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: SAA All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,fd =ISO mph (V„I, =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. S.4.3.1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Salads'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = ISO mph (V„n = 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. S.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RII CertlJhote of AutAodtadon 09503 FBC NON-HVHZ EVALUATION FLS444•R10 Revision 11:12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 l CT20'", XT'" 25'XTTM.36, 1. "' 3.0IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" Ir' 305 mm) (305 mm) (305 mm) 1"(25mm) 1"(25mrilent 5 $h" (145 mm) S P6b ruoo0 T METRIC 131N' 131h" 13118" — I"(25mm) Sealant 1"(25mm)( 6 Ye" p'8urrr 11.3. UsefournallsJureteryfa(lsbbrg(a use four nails and sir spots of asphalt tooling cement, rot every hill shingle (Figure 11-4). Asphalt rooting cement meeling ASTM 04586 Type II Is suggested. t Roeling Cemen tt Apply 1"(25 min) soots of asphalt roaring cement under each tab corner. Fignnt 114• UsefaurnaUsand sir spot;gfmpball omtunlon sleepdopai CA111710N: Excessive use of roofing cement can cause shingles. to blister. 6. 4.1 Hip & Ridge for CT201, XT'" 25, XT"' 30, XTI 30 IR: Cut Shingles 25 rrmji ' r+-2" (50 mm) (ierttarte F1`' 1f1 __ __ t2.. ' Cap Cap 305mm) S Inyle Shingle 1 Flpm 11-24.-W lulu. Am Inbn b mk to makeCOp sb1,VWW6rt8llsb di"Mm(ons sboum). S"— 12" (365 mil Caste` 12501111) ` \ gd yl ama s0619 K\ 9h 0- 00, NON NO O Figure 11-25: lnsla(laUon of COPS along 16e blps and rk4". 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NP1"4" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certipmte oJAuthorliotlon p9S09 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 FES444• R10 Revision It:12/08/2016 Page 4 of 12 6.5 I ARCADIA'"t LOW AND STANDARD SLOPE Use SIX 11211s for every fill shitgle InovLd ac shots fl helot. 3CM) I'Iamml— rTE11-1 rtr] tku nvl lb Figure :,': V'-e sir nailsfor rrurr/rr/l shingle. IJ TRINITY I ERD STEEP SLOPE U. ee 31\ flails And F1MR .rymts of asphalt mofing cement for t ery full shingle As shown, beloW. AI)PIY 3SI)IMI ronling ctntent 1125 mm) from etlge of shingle. Asphalt roofing mment nmt4ing.VIMf D 4386 14Pe it is solgwued. 6. 5.1 Hip & Ridee for Arcadia': Cedar Crest", Cedar Crest"' IR E L a F& arr,l. Cse sit imps odd jonr s/mrs of asf*dt rtrfr mQ ce 'd on stet p s!n/ros. Use two (2), minimum Minch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum I, - inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from Its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• 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. Certificate of Authorization i9S03 Hand - sealing adhesive 4' 114" 3/ 4" I•— 1' Dab of asphalt cement between 1 shinglelayersFBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 FL5444- R10 Revision 11:12/08/2016 Page 5 of 12 r TRINITY I ERD 6.6 BELMONT "": 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, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing I cement 1" (25mm) from edge of shingle. alp See below. Asphalt roofing cement meeting i I 1'125auN rlacmi-_I ASTM 04586 Type II is suggested. sb'(tdaad r?10wimdLl Ir2'f3dRm1 ekss . oAfftkwlrails'dmwmel. I+ I 1'(.^5aa11 I'uSartd—•I TtI nml IZ'O mad T 1' (2s ran) ..—..—.—. Rooluq Ceaena -.— .•-.•... 6.6.1 Hip & Ridge for BelmontTM': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: ShangleO Ridge ITT Remove This Tape Figniv 17.18.' SbangleO Ridge. Fasten the left side' FIRST Remove tape from the right side and fasten SECOND -- l' RIGHT Flgrrre 17-19: Inslallatlon oj.TbangloO Rldge sbingles on b/ps•and rftw. 6.6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastice NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R11 Certylcate o/Author(taden #9503 FBC NON-HVHZ EVAWATION FLS444-R10 Revision 11: 12/08/2016 Page 6 of 12 r 1 TRINITY ERD 6.7 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLEm: LOW AND STEEP SLOPE STANDARD SLOPE lee nve naiLc for tncry full Sllaogle. RSttm) {251rnm) 16 mn) (22 nO) F7gnre 17.4- thijim nine. for rtrry julf'CruxAAlarror thnngh, Gatrlrtge 11onse Stwugk. ter Gntennial Shur. Ilse seven nails and threespots of asphalt roofing cement forevery hill Grind Manor Spangle. D.se rive nails anti Three spots of uspltall roofing ceme m for m r hill Carriage house Shmtgle and Centennial Slate. Apply aslobah n4log mnem 1- (25 nun) front txlge. of shingle Mlgunr /7• S). Asphalt roofing cement oweiing ASTJI D•LS.'W 11pe 11 L< suggested. M1.4101m, 00011mmt` t f7grot I7-S: Wbrn iustrdlbrg Cnind.lhrrtrvSbauAhn wtsteep dotm. we ser en nails and tbure 'put oforplisit rooJAtg erment. 6.7. 1 Hip & Ridge for Carriage House Shanele° and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK'"'s LANDMARK'"" IR,IANDMARK"" PROs LANDMARI('"''PREMIUM, LANDMARK"'.T.L; IANDMI4RK'"" SOLARIS, LANDMARK'"" $ QLARIS IRS 00HIWE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/ 4" I2" 1--(305 mill)- —(375 mm)-r +-(305 mm)- RN1as+e Tape j (25 mm)-j 11l1' NailaDleT No LANDMARK TL NorthGate: 131lt" 13" 131/2" r—(343 mm) —(330 mm)— --(343 mm)—j I --I" ( 25 mm) 1" (25 mm) f#m, 1,1•4: C'wfear'ariafor—,yfiAl shingle. woos worn Ir 14VV Ir A.VA 1305mm) -+ (375 mm) (3i15 mm-) --I ft5ing Utrts r 125 mat) tta I ice (v ma r— AaSnq aroma to low and slandstd tkpos (Mn 2:12 tD 2112) Hal bet» oan tgpet d WAT Inn ma sttonm above. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-Rol Cerdfleate oJAuthorisotlon 89SO3 FDC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/09/2016 Page 7 of 12 STEEP'SLOPE the six palls and four simts of atspinll mofing cement for every fill Lmdnated shingle. fee IteloAr. Asphalt roofing cement should meet AMTd1 04586 Ttlx: It, .litply I- spots of asphalt roofing cement uncle each corner and at about 12' to 13" In (rout each edge. METRIC DIMENSIONS 305 nm) I't25rttrN Nailaea-. — For Sleep's I E.- 25mm) 375 mm) 1 (305 mm) ing Content ff- IRINITYIERD LANDMARK TI 131/ 2' 13" 131/t' 343 mm) (330 mm) (343 even) L J"(25mm) 1"(25mm)-o" I I of M%M%%=%a0 Flp- 13•S: Via! axnNk-4far-spots of I" aspWt mofingcemonton sleapslopm ntm; NorthGate: STEEP 12" 14- 4' 12' SLOPE - -( 305 mm)— (375 mmj— ---(305 IT NAILING Nalin imils I -1'( 25 mm) eI wee 1'(25 mm; pal Ines, 10 Nailing areas for steep slopes (greater f}wn 21:12) and " Stom}Nalling" Nail between lower 2 pal Ones as shown above. 6. 8.1 Hip & Ridge for Landmark'. Landmark"' IR, Landmark' Pro, landmark" Premium, Landmark' TL. Landmark'" Solaris, Landmark' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory IT 305mm) ( 250 m) 6'— — 6' 41S/ IF 415/tli 150mm) pSOmm) (125mm ( 125mm) Notch for Notch for Centering ` Centering 12' 131/4 \ i 305mnt) NotdtesforAllgntrientto r ( ) Notches lorAGgnmenim 75l8' Lthe Top Edge of the Previous the Top Edge of the Previous fhplorS( 125mm)Exposure ( ) Capfor55/r(141mm)Expowre ( m) English Dimenslon Metric Dimenslon Shadow Ridge- Shadow Ridge - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Ceref Bate of Autbortradon 09503 F6C NON-HVHZ EVALUATION FL5444•RlO Revision 11:12/09/2016 Page 8 of 12 t IYDjTRINITYJERD 9 27.32' 2so m u) a I:+16'(125irtny 13 1/8" T1Wit WAID1:rg ONO II.a—(333 nun)— H-6 s/r--d-6 sm*- II 168 mm) 168 mm 1I 337 irm) T f I CenteringAlignthesenotches to top 7119, cdIjc o (194 MM) 13 I 337 m) prC DUI urce Align thoso 7 5/8. I( notches to top (194 nun) iedged1rovlous course. NorthGate Ridge NorthGate Accessory 1Y Laying Notch I 1 I II I I' I Wosuro Figure 13.2k Qa laying nok:har /o center Wngla on hips and. ddgea, and to bmte Me comet/ arpomte 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPII"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crestv", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3S32.09.05-Rii CertiJlmte oJAuthod:otion 99503 FBC NON-HVHZ EVALUATION FLS400-R10 Revision 11:12/08/2016 Page 9 of 12 TRINITY JERD 6.9 PRESIDENTIAL SHARE"", PRESIDENTIAL' SHARE"" IR, PRESIDENTIAL SHAKE TUT , PRESIDENTIAL SOLARIS`": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use the nails for each full Presidential For steep slopes, use nine nails for each (W Presidential shingle and shingle as shorn below. apply-l' diameter spots of asphalt roofing cement under each shingle lab. After appiying S nails In between Ste nalling guide Wes, apply 4 nails T' Nailing above tab cutouts making certain tabs of oserl)tng shingle cotter nails Guido Unes (1016 min) S 1 /4' — 133mm) . • 141/4' I Ill' 96n1m) (3) • • • — - tT NOTE: Apply nails on painted guideline. t Figure 16.6- Fawning Pmsl&tdlnl mug Preridenlid TL Stake i' diameee r asphalt rooting cement sbingles on laic and slandmd slopes Figure 1&7: Fastening Preshfonrrd and Ptevldenllal M s1whe sbingles on AV doptc 6.9.1 Hip & Ridge for Presidential Shake'. Presidential Shake^" IR, Presidential Shake TLI. Presidential Solaris'"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY PresidenUal accessory shingles can be used, for covering taps and ridges. Apply shingles.up to the ridge (expose no more than 7• from the bottom edge of the "tooth." Fasten each accessory with tyro fas- tener's. The fasteners'mu'st 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 03161, Class F performance use BASF "Sonolastice NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest' IR hip and ridge shingles. 6.10 I HATTERAS"":... LOWS STANDARD AND STEEP SLOPE: 11sure 15-J: rmroulndtkdlwesMIM(esan low eaA.Teaeel Lrd Vopes For tar and stantktnl dupes, use 6w osils for each fog Ilaftems sltlutic as auhm alsac. t_'t L WSPA e%ra• rc.I: w.tt"Mbj.s For aerr dapoN lot m e salts and elglu sptas of att" roiiag rood ( or rah fall [Weiss sb(nk as sboeo abort. Applj 1• 15mn) dbuacler spurs of rooaag reoiol (.L\TAi 0 451161jpc II wrested uodrr carp tab miser. Pies dttndc lase plm (fit trot espow eemeoL C.1Ur10x: TM murh nm ng ummu rue satoe shingles to Nis1R. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rit Cesti/Icote of AuthorUatlon 09503 F6C NON-HVHZ EVALUATION FL5444-R10 Revision 11; 12/08/2016 Page 10 of 1Z TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14. 18 tbrae phew mills sepa"-to »take 54 Hattenu Atx&wry sking(es 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 men) 77 I I I I i colt) g:-{ -'g(460 Bo\a 460m1fi) Cap Shingle Cap Cap Cap Shingle Shingle Shingle Ffgtas 15-2& cut Hauffm sbfte r to tuake corar caA' Akure.15-21, Inslallatlon of caps along bips and rlllt m 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLANO-SEATEt"; HIGHLAND SLATE'" IR': LOW AND STANDARD SLOPE: STEEP SLOPE: Flaum 11•; Use M onfts fbr eivy ftbfand Sfato sbingfe Ilse Pn'8 nalls,and RN:irr spots of asphalt tooling cement, for each hill Highland Slate shingle. Pot hUaml-Dade, SUf balls are required. Apply I' diameter spots of asphalt tooling cement under each tab corner. Asphalt rooting cement meeting ASTM MS86 7ipe n Is suggested. ta:y m 1 Nsn4oaLnMt'a nPS N pY:j Sot tist oie: aimn er) — Roonlp F/Qure 11-3k the itla aMlt and e/pbt Vats oforphdt MOAV ctanail asurer twb tab comer. CALMOW UceaH-o use of rooting cement can cause shingles to Wier. 6.11.1 Hip & Ridee for Hiehland Slate'". Highland Slate' IR: Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR or Shangle Ridge"" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3S32.09.0S-Ril Certlllcote o1 Authorization 89503 FEIC NON-HVHZ EVAW A71ON FLS444•R10 Revision 11:12/09/2016 Page 11 of 12 0- 1 TRINITY; ERD 6.12 PATRIOTr.'w:. LOW AND STANDARD SLOPE STEEP Stop( Use. FOUR naiLs for c%vey full shingle hx:tlal as shown below. Ltse F01111 nails and fi nr six -as of asphah moving cement for emtf full shingle as shomt behn: Asphidt moving conent ruwingAJTAI U451(6 T}Tx It Li satgtated. Apply I'Cli ntnt) slxas of asphalt, rcwding Sotbnt ccatxtin as sbotro. Wrrio\: riweaire uce of roof ke. remenl cao cause shiaglL- to blister. It59mral al.S -f- ate *-W, 'i------- -- ami imml PF-14 -rtnoa - i'psm6:13' ' tl eel t • tr 1 Baanap COM441 I`w -i- Mm 134S-I-ouwa 1 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 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05•Rll Certificate oJAuthoritation 89503 FOC NON•HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certr'ficote of Authorization #9S03 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.05-1111 FLS444-R10 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Slh Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC iS07.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words `TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorised by Hobert Nkminen, P.L on 12/01I M16. This does not serve as an electronically signed document. signed, sealed hardooples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products It evaluates. 2. 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 Nleminen, 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. D t RINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and 5`h Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Liint Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM 03161 OSCA16778 05/12/2005 UL (TST 1740) ASTM 03161 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 OSNK08037 06/28/2006 UL(TST 1740) ASTM 03161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 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 03161, 03462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM 03161 & D3462 4786334434 09/16/2014 UL LLC ( TST 9628) ASTM D3161 & 03462 4786570926 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & 07158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report3532.09.05-Rll CertlJkate of Authadradan 09503 FOC NON-HVHZ EVALUATION FtS444-RlO Revision 11: 12/08/ 2016 Page 2 of 12 J TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont"', Carriage House Shangle•, Grand Manor Shangle°, Landmark'", Landmark' IR, Landmark'" Pro, Landmark"" Premium, Landmark"" TL, landmark'"" Solarls 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 TLI and Presidential Solarls'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"A, 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 in the HVHZ 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 R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„a = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to Vise =150 mph (VA, =194 mph). 5.4.3 Classification by ASTM D71S8 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 D71SS indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidentiol Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,se = 150 mph (V„ i, = 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Cerdfleare oJAuMorhadon 49S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY 1 ERo 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 : CT20'", XT:" 25, XT30, XT" 30 IRi LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12'• 12" 12" 305 mm) (305 rtru) (305 am) t"( 25mm) _pant 1"(25mm)-( 5 s/e" (145 mm) — 1 S P6N mdJ T METRIC 13 h t3!/e" f t3rh" 1"( 25mm) — lint t"(25,mm)-( L --- 6 Illy T Fig— 113: llso/6arna&foraa 7ftdl sbingle Use tour nails and six spots of asphilt roofing cements for every full shingle ( F/gura 11-I). Asphalt rooting cement meeling ASIN 04586 type 11 is suggested. r--- _— --- 1 Rooting Cement Apply l" (25 mm) spots al asphalt roolfng cement endet each tab corner. F/ grins11-4.•v Aurnails andsirspotsofaspbnitceimnron'sferpslopaz CAUTIO : Excessive use of roofing cement can cause shingles to blister. 6.4. 1 Hip & Ridge for CT20'. XT' 2S, XT' 30, XT'' 30 IR: Cut Shingles t,2 ( 50nan) t,Renwe,,_ 25 mm 1 FCap It_ 12" Cap Cap 305 mm) gle Shingle Shingle 1 figara 1/ - 24: as tabu, than hirn back to nsabs rnp sbtnbdes 6rr8/dr6 dimensions sbomn). S•_ _t2^( 305mm)r '00' 6` mm) _ e I Fleum 11. 25: Insfaflatlon Q/mps wrong tbo bfps and nrr(gens. 6.4. 1.1 For ASTM 03161, Class F performance use BASF "Sonolastic° NP1"'" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Certificate of Authorttallon 99S03 F9C NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision It: 12/08/2016 Page 4 of 12 6.S 6.5.1 lJTRINITYI ERD I ARCADIA-: I LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for Luny fill shingle. located :tc Aimm below. IbOtta ball Ibt lln! Figure 2. Gac sir nails for erwy fill sbingle. Qse STX n:uls :mJ li)lllt spots of wplrsll roofing atiuent for eten fuU shingle as shuun Ixlotc, aPPh sgtludt roofing ccrmtin 1'(25 Hill)) front edge of shioide..lsplrah nwriog cement meeting . ltI D 686 lbPe II is su`gea+tcd. Hip & Ridge for Arcadia': Cedar Crest'", Cedar Crest'" IR rinrJu t'r6 1— G Cr L Cr Fienn•.{: Uso sir nalle and frurr spuds of aspbult rwr me ccincul'un sleep slopes. Use two (2), minimum Minch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NPl'"" 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 X 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 PI. adhesive between the shingle layers. Exterior Research and Design,LLC. Evaluation Report3S32.09.0S-R11 Cerdpicote of AutAorhadon 89S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 5 of 12 6.6 QTTT-FRINrry ( ERD BELMONT'": 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, asphalt roofing cement— for every full located as shown below. Belmont shingle. Apply asphalt roofing cement V (25mm) from edge of shingle. 1 i+rlssan) See below. Asphalt roofing cement meetingQtca ASTM D4586 Type II is suggested. o,W4ueml aas a ar,rt± E5W IMMM) 0 00 1, 1' 0 00 POM . e Itir wo.4coJL6. 6.1 Hip & Ridge for Belmont': 6. 6.1.1 Option 1: Refer to instructions herein for Cedar Crest•", Cedar Crest' IR hip and ridge shingles. 6. 6.1.2 Option 2: Shangle• Ridge 12' Remove M is Tape Figure 17.18: Mangle? Ridge. Remove tape from the right side and fasten Fasten the left side' FIRST Flgare 17.19. blslallallon %46angl06 Ridge sbiugles on hips and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterlor Research and Design, U.C. Certllkate o/Authorhodon 09S03 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444- R10 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND'GRAND MANOR SHANGLE®: LOW AND STANDARD SLOPE Ilse fire nak; for n%-n full Siwngle. L --(25rim) (251rmi) F- sla• a •• 16 nun) J tun Figure /7-•r. Ateliru hulk for ewyfitit CmuAdrounr. tMug r, Crtrrige /Iota dduarple. or awraalul Sktle. I)CTRINITY'ERD STEEP SLOPE Use seven nails turd 1bret spots of :upball roofing ceanent for every hdl Crind Awor 5haooe. hK rove twils and three simts of asphah ronflng cement for every full Carriage Those $bangle and l enlenaW S131c. Apply asphalt roofing M-Me rt 1' (25 min) from tdge of Weigle pltattt 17.5). Asphah nmfing « ntent nteding ASTM 1145$61)1x' It Is suggested. q14 WIN, e'F0!,-IP0.0,0m00U, 1, 16 Aparo 17 S: IFdeu Gutotr7bg L'ruad.lkracr SlarugliJ .>rr steep siol w. rr ssoro vellr aim/ lbre spurs ofaspbitlt tun/lag emorat. Hip & Ridge for Carriage House Shangle• and Grand Manor Shanele: Refer to instructions herein for Shangle° Ridge hip and "ridge shingles LANDMARK I LANDMARK'" IR,-L14NQMARK!m PRO, LANDMARK'" PREMIUM, LANE)MARK'!f:TL LANDMARK'-"' SOLARIS,.LANDMARK' SOLARISIR,•NORTHGATE: LOW AND STANDARD SLOPE METRIf DIMENSIONS 12" 143/4" 17' 1'--(305 mm)-- r-(375 mm}- ---(305 mm)-- z•ma•'rrr: . snrr-._:•-»toa.o-: 'ti•.+'.'.:+:'.1' rrStYe i I —I" (25 mnr) fitdease Tape 1" (2, tutu) "-I 1'IY' NailableT- Nea LANDMARK TL NorthGate: 13rIY' 13" 131/7" 343 nw)- --(330 mm)-- --(343 mm)--1 I--I"(25MM) 1"(25mm)-+•{ - E-M I7gum Ij,d: rkx-jaar-Itsforrvrp•ful?skragle. utus WJU% or UYV '2' AWA f + (30S mm) -+ (375 mm) NalingLk b txrnallrw r 2s m n - 1' 25 rt1m) l wirer nail Ire ( Ha Enp ore» ono low and slandaod slopes (kom 2:12 to 21:12) Hal batuan upper d Irosr Inss as %W, -h sbmo. Exterior Research and Design,LLC. Evaluation Report3S32.09.OS-R11 Certificate of Authorbotion p9S03 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE use six nails and four spots of asphalt roofing cement for crety full LANDMARK'TL ktntlnated shingle. Sec helo% Asphalt roofing rxmcnt should meet A,MM 04586111)c It. kpply I' spots of asphalt roofing cemeni uxde each comer and :a about 12' to 13' In from each edge. 13Vt = r(343 mm) METRIC DIMENSIONS L +1..(25 mm) I 12" 143/4"-- 305 nm) (375 Mai) Release Tape Nail M3-1 for SteepT 25mm) {---- 1 Roofing Cement STEEP SLOPE NAILING ARFA I 305 mm)F- 30' yiYY•111a1_•l';'. 25 mm) r NorthGate: 12' 14-314' T(25 mm) r TRINITY I ERD 13" 131/2' 330 mm) (343 mm) 1"(25mm)-eJ I Cement Figure 13 k Use sus na4s.ondfoar spots of asphalt wfing cenrenton si-p slopea I 305 rr 1'(25 mm] 11. 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridge for Landmark"', landmark"' IR. Landmark' Pro, landmark" Premium, Landmark," TL, Landmark' Solaris, LandmarkTM' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12• g7Al' 305mm) (1 m) i 8• 415/1!i 415/ir 150mm) 050mm4 125mm) (125inm) Centering 12 ` 75mm) Noto?tes for AOpnment to . the Top Edge of the Prewous (180n Cap for T (125nvn) Exposure English Dimension Shadow Ridge - Notch for Centeft 131/4' 070m) Notches forAlignment m the Top Edge the Pravioas 5 7Nof1m) p(ar5SX( 141mm)6 osure Meldo Dimension Shadow Ridge' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Cani//oote of Authorization a9503 FOC NON•HVHZ EVALUATION FL5"4•R10 Revision 11: 1Z/08/2016 Page 8 of 12 7\1 i 11%,TYRINITYIERD 9 27.4Y 1—', 250 arm)- 4 IWI6- (125 r un) 13 1/8" l (333 mm)— Certntng lklcb F-6 Sl8'--6 5!6'-II (166mm INmm 151i4' - T I — 337 mm) \ Nlpn thse I I Centerin rwWms to top 13 1/4' ` Notch g ` L1: at 7 W ( 337 mm) r I Pull is c0ktsa (194 mm1 Aligns to top 7SIB' edge of 19j ) revlous course. T NorthGate Ridge NorthGate Accessory 1r (305nm) — I r Lrying Notch I I 5- (125" I I Ptgtve l3.20: Use.fayingnofcbet to cenkrsbhWfat on taps and. ridge; mrd fo fornfe the tnrrpi:f esyrosute 6.8.1.2 For ASTM D3161, Gass F performance use BASF "SonolasticO NP11adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certi teate Of Authortrotton M03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 QPTRINITYIERD 6.9 I PRESIDENTIAL SHAKE' •', PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TV14, PRESIDENTIAL SOLARIS"': LOW AND STANDARD SLOPE: - For low and standard slopes, use Ove•nalls for each Toll Presidential shingle as shown below. Naahtg i 40' ' Guide Uncs (1016 trim) s u• 133mm) 14.1/4' 1 Mr IB ntnt) (362 mm) NOTE: Apply nails on painted guideline. 6.9.1 6.9.1.1 6.9.1.2 6.9.1.3 6.10 Figure 16--6.• Fastening htnRenttal and Preridenuat TL shake sbingleron low and skrndanisi0pe& STEEP SLOPE: Pw step slopes, use nine nails for each full PWAeutlal shingle and apply I' diameter spots of asphalt roofing cement under exh shingle tab. Aftapplying S nails in between the nailing guide Ones, apply 4 nails I' above tab cutouts malting certain labs of overiftS shingle cover nails 1 1' diameter aephall roofing cement Figure 16--7: Fastenfirg Presdential and Pms&cnrral M Sbatg sb' Wq on steep slopes Hip & Ridge for Presidential Shake"'. Presidential Shake'" IR. Presidential Shake TL"'. Presidential Solarism: Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY PresidenQal accessory shingles can be used for. covering hips and ridges. Apply shingles.upAo the ridge (expose no more than J' from the bottom edge of the•"tooth.•• Fasten each accessory with two fas- tener' s. The fasteners'must be tMV long or longer, so they penetrate either 3/V*into the deck or coatpletely through file deck. Presl&n.dal accessory comes In two different sizes: Accessory produced in Birmingham,. AL-is 12'•x f2'; Portland, OR produces•97/5' x 131/4' accessory. For ASTM D3161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. MATTERASsr: - tOV4 SIANDARO AN0 STEEP SLOPE: F11: 0ro 15•i: terMaG{t 114110'mrA tphtou LacrtsMFmratmrlRo/ rs For Itnr add stuxtutl slopes, ase fist: nails for eadt (all naltcnn shingle w 4tuott :tbtnr. 0 I" 2S mml irrpm 1f. r: rr.hwiaF 141hrnr.mgoq jon.".9" rhr 41VP ddpt., ftw rnr Bans add clgM slxts ai 24" roondg mini ( or cull lea 1Lda ref sbinglt as sbmm'aliow- AP14Y I' lSuw I inan0.lY spot; oI moGng ttmtm W7.4 0 4S3411pt II wvrted) antler ralt mb COO der. Pius sbin:e lulu phrr, At, not arose etutcrd. CAOnON: Too mach roofing em4mi cue cause sfitiWm to Marc. Exterior Research and Design, U.C. Evaluation Report3532.09.05-RIL Certgitote of Authorkatton 09503 FBC NON•HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 FigulB 15-14: 18 tbree ptere talus separale•to »rake 54 Hattenu Awxzory•sbin#n 6.10.1.2 Option 2: Cut Hatteras Shingles 9.. 230 men) I I rJ l men) '1 C'a e Doti 1---I--- 18^ g _fig (460 203mm) _ - s d 5V1 1I460' mm)' Shingle ShingleShingleShingle g318 Fignre 15-20 Cut Hatteras sbirtgle:s fo make cov& cap. Fikure 15-21. Installation of raps along bips and rid m 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPl'"" adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGIiIAND SIATE''"•HIGHLAND SLATE'." IR: LOW AND STANDASD SLOPE SHIP SLOP: 4rrr00W*n4*M SIX rani "nft Flgurm //-.; Um FAX nak; fore*V 1/1+blartd ayalo sbingln Use MIR nails and RIGHTspots of asphalt rooflng cement" for each hill Mghbnd Sale shingle. Por MlmW.Dade, SIX Irons are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement mee8ng AS7M D458611pe71 is suggested. Qyw I 0®rN Nei Gm.+1 r r prof Qf.e9 — f. q IiYnttMblrpllr • QSMrnI Qlouel LttnrApw aob i YOVMeIn rMhr •• aaled anl -- Raolblpcei6ne Figure / 1.3A- We ere natlr findWgbt 9poo of 0*Wt roOtw mmmn/ uodar eab tab ot'rnen cAuflON: Brcvssne use of roofing cement ran cause shingles to bhsitr. 6. 11.1 Hip & Ridge for Highland Slate'". Highland Slate'"' IR: Refer to instructions herein for Cedar Crest"", Cedar Crest"' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.L.C. Cerrgleote o/AuthoritoNon 09503 FBC NON-HVH2 EVALUATION Evaluation Report 3532.09.05-Rll FL5444- R10 Revision 11: 12/09/2016 Page 11 of 12 6.12 I PATRIOT"": LOW AND STANDARD SLOPE Use FOUR naih for overy full shingle loaticYI a: shoml belate. Sotlmt J TRINITY I ERD Use FOLK nails and four spoia of asphalt roofing centeni for carry full shingle as shnu'n Ischtiv. kyfialt rwAbig centent nimning0STd1 D4586 lj•I) R is suggm4ed. Apply 1'(25 nun) alsu6s of asphalt morme conutl as shorn. CAU110N: I:\Ces&c use of roofing centeal can cruse Ainglcx io Mom pse m a) imm ttrs+cv----r iGs i pH 1 t •_ ri .a I Raaiaq tnomt Wald ¢S- — ()Arr•'' 6.12.1 Hip & Ridlae 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 — QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-RIL CerNJlcate oJAuthorkatron #9503 FBC NON-HVHZ EVALUATION F1.5444-1110 Revision It:12/08/2016 Page 12 of 12 4/28I2017 , • Florida Building Code Online i::c'{ s ... - - _ •. /'t?'L•,. . ;«III V. + - .• / ri1`; 9 tl,._ J •. SVVs%I L•{[LF{ W'.1 BCIS Home I Log In User Registration Hot Topla j Submit Surcharge Stats A Facts Publications F8C Staff BCIS Site Map Links Search rbrlf a3 P ProductApproval USER: Public User l' aa? „-a 1Pq ra Product Approval Menu > Procluct or Application Search > Anolitation List > Application Detail FL # FL12194-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the 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 R3 COI ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsJ/ Www.Boridabuilding.orglpr/pr app dU.aspx?param=wGEVXQwIDquk24AUC%2fEHMrNrkL4bysALEZSXMjsXSGEO%2f1CXzNhWI*3d%3d 1/2 4/2812017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/20tS Date Revised 04/05/2017 Summary of Products. '. :• L _ , y „ < '' . r FL # Model; Number or Name Description ` 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an ANEW employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.139S. *Pursuant to Seddon 455.275(t), Florida Statutes, effective October L. 2012, licensees licensed under Chapter 4S5. F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here`. Product Approval Accepts: Credit Card Sale https•I/www.Floridabuiidirig.orglprfpr app dtl.aspx?param=wGEVXOwtDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%g2flCXzYpyxAgk3d%3d 22 Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.co Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES E & Reoort No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02Di AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. S. 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.wtth Rule 61G20-3. PRODUCT DESCRIPTIONS 318" 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. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 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.R and for the 'center vent' configuration. See Appendix D for dimension drawings. 1/1' nja yErT le' [[M161 YFllt 16' ttnm V1ui1 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 Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, inslallation, 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 5r" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 111111f11JII F11 R. No 74021 p'.• STATE OF O F •C OR % P N CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 1710.9.4. 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 Lotion Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Lotion Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location 1. L tion ALC15001 FL12194-R3 Page 1 of 7 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. reoommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Lnralinn If - Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12FA Approved Systems for 12anch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-4 Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel Approved Systems for 244nch Overhang with J-Channel Appendix A Approved Systems for 12'-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pgf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail. One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-Inch dia. x min. 3/1612F-1 164nch y min. 1.254nch embedment spaced Wood crown staple spaced 16-inch Inch head dia. trim nail 40.0 24-inch o.c. o a 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 3/44nch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 164nch Wood crown staples In diamond pattern Wood crown staple spaced 84nch o.c. head die. trip nail spaced 48- 64.2spaced24-Inch o.c. and securing each panel lap inch o.c. 12F-3 Max Masonry One (1) 14 ga. 5/8 Inch long T nail Wood One (1) min 3/4-inch x 1/44nch 8-inch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/44nch 48 16-inch spaced 8-inch o.c. crown staple spaced o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 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 specificallyaddressed 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 1/24nch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12JA Max' Wood staples in diamond long x 3/84nch head diameter W 1/4-inch crown staple 0.072 inch dia. x. min. 1/4-inch 48 164nch pattern spaced 24- screw spaced 164nch o.c. spaced 84nch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to Jchannel 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga.•5/84nch long T nail Wood Wood 1-inch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c o.c. and securing each inch head spaced panel lap 12-Inch o.c. Three (3) 18 ga.1/flinch crown x 1 • One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12 inch Wood Inch leg staples in diamond pattern Wood 1-Inch leg staples spaced max 4-inch o.c. and securing each finishing ne8 with min. 3/16- 53.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max' One (1) 3/84nchhead 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 164nch Wood' 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch T16-inch head dia. trim nail 225.6 Inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/44nch 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 164nch spaced 244nch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report 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. 1.754nch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0ing nailfinishingnail with min. 3/16- with min. 3 343.3164nchspaced84ncho.c. inch.o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3)18 gaA/44nch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 164nch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems.for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf] Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/44nch x 1/44nch One (1) min 3/4-Inch x 1/41nch One (1) min. 1 3r4inch long x 0.072-inch die. x 23.516J-1 1164nch sown staples diamond pattern spaced 24 inch o.c. spaced Wed crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-113 Page 4 of 7 This evaluation report 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. CREEKIME TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width ps() Substrate F-Channel Batten. Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch 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 staples 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 0.072inch 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,lx2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing aOne (1)18 g. 1/4- One (1) min. 1.754nch x 24F-2 Max WOOd inch x 11 ga. smooth shank anchored to rafterer with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 801 124nch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.7.5-inch staples sstalegppaced 8- 3/16-inch head spaced 76.6 16-inch o.c. inch ring shank x 0.0724noh diameter Inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing t/4- One (1) IS ga. 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 80124F-3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6spaced8-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. 3/164nch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg No.2 SYP staples 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 14nch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24174 164nch Wood leg staples in 1) min. 2.25 Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern r h x 7d ring One (1) min. 1.754nch inch o.c. and securing 31164nch head -spaced spaced 16-Inch o.c shank nails x 0.0724nch diameter each panel lap 16-inch o.c. 2a-inch o.c finishing nail with min. finishing head spaced flinch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min.,1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16 +nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-4nch inch o.c, and securing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-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.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch Inch o.c. and securing 3116-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALClSO01 FL12194-R3 Page 6 of 7 This evaluation report 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 I psf) Batten J-Channel Batten Panel. Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-inch x 7d One (1) 8 ga.t/4-Inch11Nominal 1x2 ring shank nail crown lynch leg No. 2 SYP anchored to Three ( 3) 18 ga. 1/flinch Crown stral ht tailed through 99the rafter Into the end staples spaced 12- inch o.. securing c One (1) 18 ga. /.- One ( 1) min. 1.75-inch 24J- 1 Max rafter with one x 1-inch leg of the batten or two (2) each panel lap inch crown x 1-inch x 0.072-inch diameter 12- inch 1) min. 2.25- staples in diamond min. 2.25•Inch x 7d One min. Wood leg staples spaced finishing nail with min. 3/ 16-Inch heads aced 160 inch x 7d ring pattern spaced 16. Pinch ring shank nalls toe- nailed on either side of x o.072 inch diameter 72diameter8-inch o.c. 12_Inch o.c. shank, nail o.c, the batten at each rintshing nail with min. 24- inch.o.c batten/ rafter 3/164nch head spaced Intersection. Max. 41nch o.c rafter spacing Is 24- inch o.c. Nominal 1x2 No.2 SYP scabbed between ratters with one (1) One ( 1)18 ga.1/44nch Nominal 1x2 min. 2.254nch x 7d ring shank nail Crown x 14neh leg No. 2 SYP Three (3) 18 strai ht-nailed through g124nchstaples spaced One 1 18 ga. y._ One (1) min. ch anchoredto9a.t/4-inch crown the rafter Into the end ox- securing each pang tap inch crown x 1-inch diameter fi0.072 inch diameter 24J- 2 Max rafter with one x 1-inch leg or the batten or two (2) Wood leg staples spaced finishing nail with min. tS3.3 164nch1min. 2.25- staples in diamond pmin. 2.25-Inch x 7d One (1) min.1.75:nch 8 inch o.c. and 3/ 16-inch head spaced inchx7dringpatternspaced16- ring shank nails toe- nailed on either side of x 0.072-Inch diameter securing each panel 164nch o.c. shanknailincho.c. the batten at each finishing nail with min. lap 24inch o.c. bectio 31164nch head spaced Intersection. Max. flinch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 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 INSTALLATION ALUMINUM COILS. INC Soffits Appendix B Note - Refer to the APPRovEo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/01 head dla. nail with m1n. 1; enjagament(!or wool "substrate; or o1n. 9.097" die. T-nall cr crub nail witb min. 5!0" angagementlfor cot=rete or.t•1.xk aubatra:y!. opace•1 as actud above. ASCIA SLIP BOARD ASCIA TRIM 12F-1 8 11 I II \—"F CHOANFNEL IT OVERHANG WIDTH VARIES) 12F-3 or b1ocY w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 1.6" O:C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n `, SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4- ; OIAMO.ND PATTERN I ' ; DETAILCROWNSTAPLES USING A DIAMOND &Wsr ncs PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4, x I/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL8' STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F" CNANNEL CAW BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFF(T_iaax. 12-inch span SOFFITWOODSUBSLATE SOFFIT & FASCIA D ETAI L ALClSO01 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation' Detail OPEN RAFTER n SOFFIT STAPLE asr I 'DIAMOND PATTERNe DETAIL1 I., FACIA BOARD scTvaHij rwau i i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 12J-1 3/4- X 1 /4- CROWN FACIA BOARD STAPLE 'a' ON CENTER 1-3/4- TRIM NAIL J_CHANNEL 1-3/4' TRIM NAIL PAINTED SS. screwed to soffit ith one(1) 08 x PAINTED S.S. 48' FASCIA CAP 1/2' x 318' bead diameter screw, O.C. 3/4" X 1/4- 16" a.c. CROWN STAPLE SOFFIT —max. 12-imcb span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11, TRIM MAR. FASCIA BOARD PAStlTEU % J FASCIA CAP SOFFITI rje CROWN STAPLE OPEN RAFTER L. fASCIA BOARD 16F-1 SOFFIT & FASCIA W 6F-5 DETAIL FASCIA CAP; REFER TO SCFFIr & FASCIA DETAIL F' CNANIEL SOFFIT. MAIL IG' SPAY MASONRY SUBSTRATE ALC15001 FL12194-R3 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Win. 31S, head dla. nail with min. 71.G" snyaaomont(for %rood subatr>ts) or min. 0.097" dia. T-nail or stub.nail with min. 5/3" ongasoment(for cAncro,re or block substrate), spaced as noted abovo. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" 16F-3 CHANNEL wood, wncrote or Block wall STAPLE SOFFIT TOAA. FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. Y FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 5 of 12 This. evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail. n , SOFFIT STAPLE OPEN 3/4• X 1/4• DIAMOND PATTERN o ETAI LCROWNSTAPLES USING A DIAMOND — srw.cs A PATTERN FACIA, BOARD FASCIA CAP 16F-4 LE X 1/4' CROWN FACIA BOARD 1-3/4- TRIM NAIL8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. r_'rCNANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR 3/4' X 1 /44' DOWN CROWN STAPLE SOFFIT---- 16-.nch span W000 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALCl SO01 FL12194-R3 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 productchanges or quality assurance changes throughout the duration for which this report is valid. This 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 SS. FASCIA CAP i SOFFIi rq' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT 8 FASCIA USINC A DIAMOND 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCU CAP: REFER / \ TO SOFFIT t FASCIA 8, F' CHAKNEL DETAIL 3/8 SOFFIT; MAX. IV ( L SPAN MDOD / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4' CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WO00 OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM' NNL PAINTED S.S. 48' O.C. SOFFR—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE r E DIAMOND PATTERNI FACIA 80AR0 1, yoo rarrvNrDETAIL sra ts I ASCIA CAP 3/ 4' X 1/4- CROWN FACIA BOARD STAPLE ' 8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/ 4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. MCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I P 1RIM NAIL FASCIA BOARD PAINTED S.S. 1• STAPLES FASCu CAP USOIG A DIAMOND SOFFT PATTERN; REFER TO rQ, UOWN STAPLE SOFFIT STAPLE DIAM40 PATTERN DETAIL 1;' TRIM HAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & t 204 rrl' CROWN STAPLE -- fASUA (P; REFER t0 SOFFIT L FASCIA / \ DErA1L _ Mftrs ith ST7 ' L 321BattenAn[RereO tt SOFFIT; MAY IL' _/IF-CHANNEL Rafters WA al t - RAq SM1ank Mai of ewry Rafter WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 e TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK 1 FASCIA CAP ROOF HAILS SOFpT CROWN STAPLE 1 i• TRIM NSS.AL FASCIA BOARD PAWTEO SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 r.t• CROWN STAPLE I FASCIA CAP. RFFER To SOFFIT t FASCIA DETAIL Nominal 1•Ar St7 Batten AnAlored to SOFFIT: MAX. 24' F-WIVEL matte a .ith oft Td Raq Shank Nao at a.ery Rafty MOOD SUBSTRATE ALC15001 FL12194-R3 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 It* IRIM NAZI FASCIA BOARD PAINTED $S ILGA T-NAR S l t FASCIA CAP SOFFIT 1-4- CROWN STAPLE I I- TRC1 NAIL FASI7A BOARD PAO1IEO S.S. SOFFIT & FASCIA DETAIL 24F-3 & I 24F-6 red- ceowN STAPLE FASCIA UP; REFER TO SOFFIT t FASCIA DETAIL Nee" I'ai SYP Batten Ainbu-- fo SOFFIT, MAX. rt' F-CHANNEL Rafters rilb arm Id I Ring Shaut.Nan at every Rafter MASONRY ALC15001 FL12194-R3 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 novimply 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 {- TRIM NAIL FASCIA BOARD PAINTED SS. 1-ai- CROWN fASC(A CAP STAPLES SOFFIT USING A DIAMOND PATTERN: am TO CANTILEVERED t-4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD SOFFIT FASCIA 1 t•- ram Iwl PAatEo S.S. 24J-1 & r4- CROWN STAPLE DETAIL 24J-2 FASCIA CAP: REFER ` TO SOFFIT t FASCIA DETAIL / \ Noma: I'ItbaDens scabbed between n`ap sad SOFFIT. MAX. 71.' 1-CHA99EL seeuleO ahtt one (t) 70 ring snamt Meru srrpmraam Oeouptt the fatter Into the enc II WOOD SUBSTRATE ofthe ba enortwoR17O / ring shank nab tbe-naaec euMer swe of the Datum W. the — ba: tennatter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC1S001 FL12194-R3 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 1609.1 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. Vwt is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 FL12194-R3 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 L Zone .. Mean, Roof Height ft Basic Wind S eed, rn h 1:20' 13U . • 140 150 ; 160 170 180 190 260 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 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 1 -46.8 52.1 57.8 40 22.6 1 -26.5 30.7 35.3 40.1 45.3 50.8 56.6 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 1 13.8 16.0 18.3 20.8 23.5 26.4 1 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 1 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 1 13.8 16.0 18.3 20.8 23.5 26.4 29.4 1 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 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design -Wind Pressures for Soffits in Exposure C. Building Type Zone. Mean Roof- • . Hei ht ft Baslc'Wind Speed mph). 120. ' 130 ' 140 ', 150 160 - .. 170 180 100 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 6.9.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3• 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1 . 1 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 FL12194-R3 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. EMS HCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Oesi n'Wind Pressures for Soffits in Exposure 0' ' Building Type Zone' Mean Roof Hei tit ft Basic -Wind Speed rho h 120 , I 30 • 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 1 -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 1945 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 1 18.8 1 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 1 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 3/4" 3/8" J-Channel ISOMETRIC VIEW i/t' PROFILE ISOMETRIC VIEW Pr PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4"' III 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC1S001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 10* BLANK 3 / 8 PROFILE 2.625 RU. 50 TIP. 25 riP. 0.125 rYP. 7T 010a000 D0D00 DDDODD 00000 OOOD00 00000 MNr 1QtMP PArRPN / NII SC 01 LOWERS o11YED N SWt 0L4ECr* 4 AS FM) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194- R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix O 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16' 1/2' 1/2" 1/2' 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 50 rya. 00000 000000 00000 000000 00000 AIM foMff0 a 5A"f OMMON AS IM) END OF REPORT ALC15001 FL12194-R3 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. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480.3421 EVALUATION REPORT FLORIDA BUILDING CODE !P EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa. FL 33634 813) 249-9743 www.aluminumcoilsine.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVH2. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. Feld fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum'load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. 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. ALC15001 FL12194-113 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. CREEKIm TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 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 foe the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2flin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKNEW 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tttluutiri G p,FtY No 74021 STATE OF : 4J Sis;ON A; S?%%' CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, not 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 pmcess of the product. APPENDICES 1) APPENDIX A— Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 1710.9.4. 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 L Iion Lo lion tlon Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001 FL12194-R3 Page 1 of 7 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 d. 16" Q4• Soffit — 8-inch o.c. Fastener Lnratinn I I - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 2F-# Approved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 12-Inch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel WA Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 4 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 Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1 Z5-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- t40. 0 24 inch o.c. o o inch head dia. trim nail 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 3/44nch long x 12F- 2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced'48- 64.2 inch o.c. 12F- 3 Max. Masonry One (1)14 ga. 5/8-Inch long T nail Wood One ( 1) min 3/44nch x 1/flinch One (1) min. 1 3/4-inch long x 0. 0724nch dia. x min. 1/4-inch 48 164nch spaced 8-inch o.c. crown staple spaced o.C. head dia. trip nail spaced 48- 64.2 end securing each panel nell alappincho.c. ALC15001 FL12194- 113 Page 2 of 7 This evaluation report 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 Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-Inch long x 3/8-inch head diameter One (1) min 3/4-inch x One (1) min. 1 3144nch long x 0.072-inch dia. x min. 1/4-inch 48 12J-1 164nch Wood staples In diamond pattern spaced 24- screw spaced 16-inch o.c. Wood 1acrown staple spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems .for 16-inch overhang With F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 0. 072-Inch diameter 16F- 1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. finishing nail with min. 3/16- 253.3 12- inch spaced max &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.114-inch crown x 1- 1-inch leg staples spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch a.c. Max. One ( 1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0 .072 inch dia. x min. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Max. Three ( 3) min. 3/44nch x 1/flinch One (1) min 3/4-inch x 1/44nch One ( 1) min. 1 3/4-Inch long x 0.072-inch dia. x min. 1/4- 27 16F 4 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. inch head dia. trip nail 36.1 spaced 24-inch•o.c. spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor,imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-Inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga.. 1/4-inch crown x One (1) min. 1.75-Inch x Max. Three (3) 18 ga.1/4-Inch crown x 1- 1 -inch leg staples spaced 4- 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap Inch head spaced 16-inch o.c. Approved Systems -for 164nch overhang with J-Channel Wall, Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 164nch Wood crown staples 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 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report 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 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ge.- inCh 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap irich crown x 1 0.072-inch diameter 24F- 1 124nch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern Inch x 7d ring One ( 1) min. 1.75-Inch inch ° 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 14nch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 124nch 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 staples spaced 8- leg sfinishingnail with min. 78.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch °'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 44nch o. c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (ro 18 ga. 1/4- One (1) min. 1.75-inch x Max One 1 14 a.'5/8- g anchoredto each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F- 3 124nch Masonry Inch long T nail rafter with one Wood leg staples 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 ° c 3/164nch 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 44nch o. c. ALC15001 FL12194- R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch 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 Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 1-Inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 204 164nch WOOd leg staples in 1) min 2.25- Wood leg staples spaced B- finishing nail with min. 801.60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter each panel lap 16-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-inth leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 18 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-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 staples 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 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16.4nch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between ratters with one (1) m in. 2.254nch x 7d One (1) 18 ga.1/4-inch Nominal 1x2 ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through99 the rafter into the end staples spaced 124nch o.c. securing One (1) 18 ga. ''%_ One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg of.the Batten or two (2) each panel lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-irxst x 7d One (1) min. 1.75-inch leg staples spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nalls toe- x 0.0721nch diameter 8dnch o.c. 12-inch o.c. shank nail inch o.c. nailed either side of finishing nail with min. 24-inch.o.C. athebatten at each battenirafter 3/164nch head spaced Intersection. Max, 4-inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.t/44nch Nominal 1x2 min. 21.5•Inch x 70 ring shank nail x 14nch leg No.2 SYP anchored to Three (3)18 ga.1l4•inch crown strai ht-nailed throughg 9 into staplesstaples spaced 12i"en o.c. searing One (1) 18 ga. %.- inch crown x 1-inch One 1 min.1.75-inch 24J-2 Max. rafter with one x 14nCh leg the rafter the and of the batteneachortwo (2) panel lap Wood leg staples spaced x 0.072-inch diameter finishing nail with min. l53.3 16 inch 1) min. 2.25 staples in diamond min. 22SInch x 7d One (t) min. 1.75•Inch 81nch o.c. and 3/16-inch heads aced inch x 7d ring pattern spaced 16- nng shank rails toe- x 0.072-inch diameter securing each panel 1 &inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. lap 24-inch O.C. the batten at each batttion. r 3/164neh head spaced intersection.ctlon. Max. 44nch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 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. HCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/6" head dla. nail vlch nin. IU- e 3e9emanc(for vooi aubstrace) or min. 0.097" dia. T-nail cr stub nail ei:h min. 5/8- engagemenclfor =ncrete oc.tlock aubucratu). upacod ao notud ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 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 ALClSO01 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T ` SOFFIT STAPLE OPEN RAFTER ` 3/4- X 1/4- DIAMOND PATTERN t CROWN STAPLES ,DETAIL USING A DIAMOND ' L4r PATTERN FACIA BOARD FASCIA CAPLZ12F-2 3/4' X 1/4- CROWN FACIA BOARD 8. 1-3/4- TRIM NAILr*f' STAPLE ON CENTER 1-3/4' TRIM NAIL] PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48- FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- may.. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALClSO01 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC 5offlts Appendix B System No. Installation Detail OPEN RAFTER I nK ` SOFFIT STAPLE o'ST DIAMOND PATTERN DETAIL rFACIABOARD (1 arvcar STMRLS / 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNFACIA 8-'ON 1J—CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE CENTER jS.S. PocrewedcosoffitPAINTEDoae(1) RB a S.S. 48'wich FASCIA CAP 1!2- x 5ie- head diameter screw, O.C. 3/4' X 1/4' 26• o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA 511BSTR41E DETAIL ALCIS001 FL12194-R3 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' 1RIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SCFfR 1'e4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N 63 518" 1 1'S 1617-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAPt REFER TO SOFFIT t FASCIA CHANNEL DETAIL SOFW: MAX. x- SPAN MASONRY SUBSTRATE ALClSO01 FL12194-113 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/S" head d1a. nail with min. 11W en,a.emont;for wood 81;3Crat9) or min: 0.097, dia. T-nail or stub rail with min. S%3'; .nga ement(for concrate or block substrnte). spaced as noted abovo. FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block well STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 11 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 FL12194-R3 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 S System No. Installation Detail iT, , SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' II DIAMOND PATTERN O ETAI LCROWNSTAPLES1 USING A DIAMOND 1 - _)M [TvCD( j ST ts i PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 1-3/4' TRIM NAIL8' r_ STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL -CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOS- max. 16-inch span W000 SOFRT SUBSTRATE SOFFIT &FASCIA DETAIL ALCIS001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1RIM NAIL —FASCIA BOARD PAINTED SS FASCIA CAP SOFFIT r,j' CROWN STAPLE OPEN RAFTER FASCIA BOARD T'a}' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER To SOFRT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA REFER II i FASCIA10SOFFIT DETAIL 9- F• CNAKNEL 3/9 i SOFFIT; MAX. IV SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 1 SOFFIT STAPLE DIST I Ij PATTERNDIAMOND. DETAILIj ' fAC4 BOARD r I FASCIA CAP 3/4- x Ile CROWNjTRIMKMAJLFACIA S' 11-3/4' BOARD TRIM NAIL STAPLE ON CENTER PPAINTEDS:S. 48' FASCIA CAP O.C. S/4- X 1/4- CROWN STAPLE SoFFR-max: 16-inch span S WOOD OR BLOCK SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKWOM TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }• TRH NAIL---\ STAPLES FASCIA BOARD PANTED S.S. re}' I FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TD r4- (vow" STAPLE SOFFIT STAPLE DNMOND PA71EM ' DETAIL 1 }' TRH NAIL FASCIA BOARD PANTED S.S. SOFFIT E FASCIA DETAIL 24F-1 & 1 24F4 n}- CROWN STALE FASCIA CA REFER TO SOFFIT t FASCIA \ DETAIL Ilm,'eW Yer syP 3/0BillenAndare0toSOFHT: MAX It' fters .3h got Id L Rloq SOa1k WD al I It"" Rifler lwOODSUBS111AiE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA lOARO fAw1E0 S.S. li- SMOOTH SHAMR I I.,—FASCJA CAP ROOF NARS SOFFIT CROWN STARX 1 I j' wo NAIL FASCIA BOARD PARItto S.S. SOFFIT Ji< FASCIA ' 24F-2 & OETAIL 24F-5' CROWN StAPIE FASCIA GP; REFER TO SOFFIT t FASCIA MAIL Namieal I'A2' SYP Batten AIK1101`e0 f0 SOFFIT; MAIL 24' F-MANREL Rallen nth one 10 Ring SMT Hai at awry Rafter MOOD SUBSTR.At[ ALClSO01 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall nolify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This 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 {' IRIM NAIL FASCIA BOARD PAINTED S.S. ILGA 1-MAILS I FASCIA CAP SOFFIT r4- CROWN STAPLE all 1I' TRIt NAIL FASCIABOARD PARMO S.S. SOFFIT iL FASCIA DETAIL 24F-3 & 24F-6 1'.' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT i FASCIA DETAIL I'vY SYP settee AmhofeO to SOFFIT, MAX. 24' F-CNAN.'NEL Rapers .IA one 70 Ring Shenk Nan at every Netter MASONRY ALClS001 FL12194-R3 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. I f- TRIM NAIL 1 FASCIA BOARD PAptfO S.S. 1'Ia' FASCIA CAP STAPLES STAPLES USM A DIAMOND SOFFIT PATTERN; REFER 10 CANTILEVERED f - CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PAT TERN OfTA0. FASCIA BOARD SOFFIT & FASCIA I i TRIM HAa PAINTED S.S. DETAIL 24J-1 & CROWNSTAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT A. FASCIA DETAIL 3/d Namnal I' A i• SCP tAOenf tote en SOFFIT: ftAxtt' 1-(XANNEL I CAitha 1)Tolng 1ded heMCo the Cho IMthe WOODSUBSTRATEbocn0twoldraAntsspent, AtlO SI1atIAnaBaIC7 f1aIIK' an eBhei alAd of the whom at IIM a1CteYnaet ntueaewn SOFFIT. STAPLE OIAMOND PATTERN ALC1S001 FL12194- R3 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. rim SCREEKTECHNICALSERVICES, 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 1609.1 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 wallsisoffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vun is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 Root Height), whichever is smaller, but not less than either 4%, of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 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 Desi n Wind Pressures for Soffits in. Exposure B Building Type Zone Mean-; • Roof. Height ft Basic Wind Speed mph) 120 130 140 1'S0 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 2.1.5 24.9 28.6 32.5• 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 1 -28.2 32.8 37.6 42.8 48.3 54.1 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 2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32.5 50 12.5 14.7 1.7.0 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 29.51 32.9 1 36.4 ALClSO01 FL12194-R3 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 dhanges throughout the duration for which this report is valid. This 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 136si n Wind' Pressures for S6ffit6.in Ex 'os6re C Building Type. Zone Mean Roof. Hei hY ft Ba"sid Wnd Speed rit h 120 ` '' 13U 140 '. 150 • 160 • 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 1 -77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 392 43.7 48.4 ALC15001 FL12194-R3 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 Desi n"Wind Pressures for Soffits in, Exposure D . Building Type Zone Mean Roof He'i Ftt ft Basic Wind Speed mph) 120 130 140 1'50 160:.-' 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 1 -90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 Y0 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-113 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel 3/8" 1: 3/4" r t/8' HEM 1 -T 15/e' I-- 3/8' ISOMETRIC VIEW 3/C PROFUi ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Im CREEK M. TECHNICAL SERVICES, LLC Fascia 3/4" 1 1/8" HEM T E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speclfically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 25 7YP. 18* BLANK 3 / 8 PROFILE 2.625 REP. 50 TYP. D DDDDD OD000 DDODDD DDODD a DODDDD DDDDD WIJI IMMO P iiI1N (nn, Cf`Y i) O wOa rosNtu a SwE DIR[cTON AS MEG) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 31/8" 7/8" 31/8' 7/8" S/16" \ 1/2' 1/2" 1/2' 1/2" 1/2" 3/4" 3/8' 13.75" BLANK 3/8" PROFILE 2.A29 REF, 25 TIP. 0.125 TYR ALUMINUM COILS, INC Soffits Appendix D o 00000 00000 000000 o.0000 m 000000 00000 Mar F&% PArTrom f U, StAn URNM FOAM W SWC IXUCnOW AS R25) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 2 Business & Professional Regulation r oWa D" tf,-, Wtd SCIS Home ! Log In i User Registration i Mot Topic Submit Surcharge Slats B Facts i Publications ! FBC Stall j SCIS Site Map { Links Search Busines Product^ueApprovalisr Regulation Product Aoerovat Menu > ProEutt or Aoolk:atbn SeatN > AoolKatron List > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 lonberrian@slbp. com ion Berrlan lonberrian@sibp. com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/ WDMA/CSA 101/l.S.2/A440 AAMA/ WDMA/CSA 101/l.S.2/A440 Method 1 Option A 02/ 16/2016 FL # I Model, Number or Name I Description Year 2011 2008 http:// H-Ativ.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxinzk 1... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1 Series 2900/4900 Single Extruded Vinyl Single Hung Window Limits of Use Cepcation Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-_Ist.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL19715 RO lI SWD002 SS 2016.02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.0f Created by Independent Third Party: Yes Back FRED Contact y(, :. 1410 North Mon oe Street Tallahassee FL 32399 Fhone: 850-ee7-1824 The State of Florida Is an AA/EEO employer. w:loht 2007-2013 State of Floeda.:: Privacy Statement :: Acessibaity Statement :: Refund Statement Under Florida law, emall addresses are public records. U you do not want your e-maa address released In response to a pubric-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradidonal map. If you have any questions, please conta:t 850.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must >rovlde the Derartment with an emall address If they have one. The emads provided may be used for official communication with the I censee. However email addresses are public retard. 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 dkk here . Product Approval Aotepts: du6F LEWTOSIR®M sccurity. f.rRicr http://www. floridabui lding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSIALLATION ANCHORS OEPIC11015 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE OEPICrEO LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.C., WIRIOUTCONSIOCRAFIONOF rOLERANCCS) TOLERANCESARENOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRFO AT EACH INSTALIATION ANCHOA WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWASIE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH ORGREArER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR IOd COMMON NAILS OF SUFFIOENr LENGTH TO ACHIEVE 1.1 2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN 3/6' EDGE DISTANCE. S. TIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE Ai SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A &(TNIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH MINIMUM EMSEDMEM INTO WOOD SUBSTRATE. B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH r0 ACHIEVE I.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METALSTUO USE NIB SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHLS, INCLUDING OUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FDA HOLLOW CLOCK AND GROUT FILLED BLOM DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. 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 BY TIIE ANCIIOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF O.SS. A. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLF0 CMU. UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRFSCIVF. STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C A76, MINIMUM GROU T COMPRESSIVE SI RENGTH OF 2000 PSI 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Of 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 M. MINIMUM WALL THICKNESS OF 47.9 MIL (0.0478' or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS Of 1/16% MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC)• EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 201ASI/A44008112 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX DUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION OETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. 1; SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMFOAOE RER OR Alit. S. APPROVED IMPACTPROTECTIVE SYSTEM ISREQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS BEAMED IN CHAPTER 23. A GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEE r DESCRI TION I INSTALLATION 6 6ENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NALL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE LONfT6 DES16N PRESSURE MISSILE IMPACTRATIN6WIDTHHEIGHT 36' 84' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' 0/X 50 / -50 PSF NON IMPACT 30' 7T O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON IMPACT 48' 72' O/X 35 / -35 PSF NON IMPACT 46' 84' O/X 20 / -20 PSF NON TMPACT 52' 1. O/X 25/-25 PSF NON IMPACT 3E' 83.75, O/X (ORIEL) 35 / -35 PSF NON IMPACT 4W 96' O/Jr (ORIEL) 20 / -20 PSF NON IMPACT 72' 62, O/X-0/X 35 / -35 PSF NON IMPACT 72' 04' O/X-O/X 35 / -35 PSF NON ZM ACT 76' 62' O/X•O/X 50/-50 PSF NON IMPACT Ire 72' O/XO/X 50 / -90 PSF NON IMPACT 76' 77' O/X-O/X 25 / -25 PSF NON IMPACT 80' 74' O/X•O/X 35 / .35 PSF NON IMPACT 96' 74' O/X-0/X 30 / -30 PSF NON IMPACT 108' 62' O/X-O/X-0/X 50 / -50 PSF NON IMPACT 108' 72- O/X-O/X-O/X 50 / -50 PSF NON IMPACT 108' 1 84' O/X-O/X-O/X 25 / -25 PSF NON IMPACT Silver Line MAndersen r11 r eort•0000t SRVEILlw oo.VE HaTw alk"v4M w om w G AK IR"16- l Z l Digitally signed by Hermes F Norero, P.E. S W D 00 2 Reason: I am approving this document FL##: FL19715 Date: 2016.02.03 09:40.44 -05'00' SHEET: 1 O F 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' WIDTH 48' - byAndersen FlTilE B E r4l ONE SAYMI E OI m HMTI uluuwla, w OpOF F rH. ps:) usRao F F F 5 5 y ti ao lD V G HE GHX. TA6E MAX HEIGHT96" FRAME_ ~ 2QUALIFIEDCONFIGURATIONSW "I ARCH TOP CONFIGURATIONS FOR ALL i901.4901 D: W < X. RATINGS, SINGLE UNIT CONFIGURATIONS , X• F " W a a a A D A D s 4 5 m ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE IIUNG ORIEL WINDOW O H c H MAX. FRAME LLJ MAX. FRAME > fj WIDTH 96' WIDTH 108• L11 w 5 QUALIFIED CONFIGURATIONS B E DC c 4 s ARCH TOP CONFIGURATIONS FOR ALL ZM 4M RATINGS, TWIN UNIT CONFIC.URA71ONS F y 5 F C, •Cr w F Z 4 acoDt .` p4 + 7 Fib ' j" ti O • , A. 7 1MA MAX. FRAME HEIGHT 74' MAX. FRAME •X• •X` •x• d'y ' B HEIGHT 84' CD IC Lu t C W..:E Z45 A D G p n h ELEVATION s ELEVATION DWS#: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 51 D002 SHEET: 2 OF 6 2" MAX. FROM CORNERS 11" MAX O.C. I 11' MAX. O.C. 2" MAX. FROM CORNERS Nutt.«•.eruunsATersonT STALL ANOg1EJrA%L'OL AT /KAb.O, IAAY,.Wp StLL ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW 2' MAX. FROM 4 1/2" MAX, CORNERS r O.C. A 1/2" 0.4 I 2" MAX, I 1 41/MAX. O.C. FROM I I'— O. CORNERS ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW I' MAX. 6• MAX. FROM ^{ CORNERS I I O.C. 6' M 0.4 2" MAX, I 1 41/MAX. O.C. FROM I I'— O. CORNERS ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW I' MAX. 6• MAX. FROM ^{ CORNERS I I O.C. 6' M 0.4 I I I'MAX. I I 6" MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6• MAX. 20' MAX. CORNERS r I"I— O.C. 6" MAX. 12' MAX. 6' MAX. FROM 0 C. O.C. FROM 12 3 MAX. CORNERS CORNERS O. 20' MAX O.C. L 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 U 6' MA . FROM CORNERS 161/2• MAX. O.C. L SilverLine MAndersen r4i 04 SLL" ft" Orm wnN IWNSMLl,""P E IKnSRI 43LI000 L m R yQ Z12 40 It x wNA Zo" ZwIn 41 c = ZZ c U 410 10 u A c wq ix p CI IFy co fiiT lU ANCHORSTRAP 6fROM ANCHOR STRAP < N Y K 2 J F P/N 50-2995-2 p a 2 ' SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 o p u SEE SHEET 5 FOR DETAILS DWG #' ANCHOR LAYOUT ANCHOR LAYOUT SW0002 THROUGH FRAME- TWIN SINGLE HUNG WINDOW THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & ZX WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS Va WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 O.A. UNIT HEIGHT SEE 6LAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 1 / INTERIOR B1 VERTICAL SECTION a / READ-ZX WOOD BUCK l NAIL FIN SEE GLAZING -\ TT DETAIL. SHEET 6 EXTERIOR INTERIOR 3/8' MIN. EDGE DIST. T /1` MAX. I/4' MAX. SH.M SPACE SHIM SPACE SASH REINFORCING SEE SWEET FOR REQUIREMENTS SEE 6I AMIG ETA n sHEEr 65INTERIOR PERIMETER SEALANT 1 BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS ir8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN, EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS y. p! . e' • b CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 11/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION q Slu-IX WOOD BUCK NAIL FIN MIN. 3/8' EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GIL 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEETIINSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR ' . PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB - METAL STUD NAIL FIN SilverLine byAndersen wnews•eeee ONE 31 VOLTNE CARE NCAM ot"Wm. NI CNN IN: (M) 4'NOOD u Z d a ' a''ii S " Zmt wt 0m ww , k Z w 5oZ V) p V) Z ZZ w v) w oc p L pN7 Yf VZ SW0002 4EET: 4 OF 6 10 WOOD SCREW 3/4' MIN. INSTALLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/MASONRY SEE SHEET 6 FOR 1/4" MAX BY OTHERS • ti • CONNECTION DETAILS SHIM SPACE LAIN. 3 THREADS CAULK BETWEEN 4• '; 4 • • ; SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY ' ' a SEE SHEET 6 FOR REQUIREMENTSE 6LMETAL STRUCTURE BY OTHERS SEAZSNG MIN, v2' EDGE DISTANCE 11/ 2' MIK DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR #10 GR. 5 SELF-Tmemr, SCREW 1/ 4I SPACE INSTALLATION ANCHOR PERIMETERSEALANTT11INTERIOR SHIM SPACEBY OTHERSMETALTUBE/STUD OR APPROVED MULLION BY OTHERS, O. A. EXTERIOR SEE SHEETIINSTALLATION UNIT NOTE14 HEIGHTSEE GLA27NEXTERIOR SEALANT DETAIL, SHEET eY OTHERS O.A. UNIT WIDTH VERTICAL SECTION HORIZONTAL SECTION LC \ 5 JAMB -METAL TUBE/STUD OR APPROVED MUWON S HEAD - 2X WOOD BUCK THROUGH FRAME THROUGH FRAME 5) #14 PANCAKE HEAD SEE GLAZING SCREWS FROM STRAP TO FRAME, HOLES PROVIDED DETAIL, SHEET 6 TO ACCOMODATE #14 DIA. 4.0000I-4.0000— EXTERIOR INTERIOR 000 2.02.00D0- ANCHOR STRAP, AT TWIN 8 TRIPLE CONFIG. ONLY. SEE 0.0620- O A• / 'PLAN VIEW -ANCHOR STRAP 4,0020 UNIT / ) ( P/N50-2995-2)' DETAIL AT 0.5000 ) HEIGHT RIGHT FORINSTALL. REQ. 2 3750 1/ 4" MAX PERIMETER SEALANT SHIM SPACE BY OTHERS t 0.7500( 2) 3.0000(2) 1 6.0000 INSTALLATION ANCHORS EXTERIOR FINISH 1 ]/ 4" MIN. BY OTHERS a . • a • ; EMBEDMENT PRECAST SILLr •—i ,• 4 BY OTHERS 4 3/1V ITW TAPCON ° a ' • •r :' INSTALLATION ANCHOR—.—.—.4 t 3/4" MIN 4 EDGE DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/ MASONRY THROUGH FRAME FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN, t-1/4' EMBEDMENT, MIN. 1.3/4- EWE DISTANCE. 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, SR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2" EMBEDMENT, MIN.1' EDGE DISTANCE. SilverLine trrAndersen MIM tI• M••( 100{ 04 snvsu n4 Dave O*T4 sw uwrtt'4 ono: R 3 8S j virS? z 0 a'• m Z< i a_ m < L1 VI W p li n c 0 i y • # PRQ 444`222 E 3:rt Yf vi OWG #: SWD002 SHEET: 5 OF 6 INTERIOR EXTERIOR 8 - INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS, VERTICAL SECTION HORIZONTAL SECTION 6 MEETINGSTIIE 6 INTERMEDIATE FRAME MULUON I. ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84. (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (0/X). DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (0/X•O/X-O/X), DESIGN PRESSURE •/•50 PSF 108 X 72. (0/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X•O/X), DESIGN PRCSSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SrZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverLine NOTE: yAndersen ALLGLAZING CONFIGURATIONS SHAD. COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTN, E 1300 GLASS LOAD RESISTANCE. r,Maevs. 000sa OwE sL•E6o+E wM Wm, w mcLwavw M psil•as:sos I 5/8' O.A. I.6.6LAS5 Q V G Z COC v; 8 vEXTERIORINTERIORGdo I I AUN.SLA55 u+ m 90 a I SITE 1/2" ilI 0 qq2qg cl y = i 8-0 m o 2 i 1/8" SETTING BLOCK Lu GLAZING DETAIL I c NOTE: 1. LOCATION 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 16' MAX. O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 1 1/4' MIN EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 2- MIN EDGE `\\ DISTANCE • ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL H o H LU c o A. i Tm VI m w yZ DWG #: SWD002 SHEET: 6 OF 6 MANc DOOR IOWDMA Hallmark® Certificate of Conformance and License rCCL Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs> INC. Administrrs[ ivcllanugerncn[ systcros' Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.21A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-10947 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type- HS; DP +30/-30 psf; Water Test Press 220Pa 4. 59pso 440- H-025.36 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG35: Size tested 914mm 2127mm B9241.01-109.47 7/17/2012 3/8/2017 9142127mm ( 36x84in}H 440- H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440- H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440- H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 9140930 mm (36x76 in)-H 440- H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440- H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm ( 44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25pso; Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440- H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm' ( 38x66in'}Type H; Positive Design Pressure DP) = 2400Pa (50pso; Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD- 20 10114109 Friday, May 13, 2016 Page 7 WINDOW & OOOR N"UFACTURERSAS=ATION NEWDMA Hallmark® Certificate of Conformance and License CCL 4C > Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. Administmtive lmogement Systems. Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5l1/2017 1118x1575mm' (44x62in')- Type H: Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); OP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf): OP =-2400Pa (-50psf) 440-H-025.47 2900impact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf): DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35: Size tested 1219mm 1829mm C9979.01-10947 9/24/2013 7/22/2017 1219xl829mm (48x72in)-H; DP+30/-30: Water Pen. Rsist. Test Pressure = 360Pa 7.52pso 440•H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm 07075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm • (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52psf) 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 - 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOW R DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. X. AdtninisVWi'.c Managcn=tIEWDMAConformanceandLicense (CCL) System, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.) ' Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP+50/-50 psi, Missile D, 1321 mm 1854mm NCTL-110-16675.2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675.2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 29004900 Series/29D14901 Single Hung Window 101/I.S.2lA440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440-H-025.62 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-10947 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psO 440-H-025.63 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-10947 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psi; Water Test Press 260Pa (5.43psO 440-H-025.64 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440.11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-07 1/29/2015 8/4/2024 1219mm x 1829mm (48 x 72)' Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psi) 440-H-025.65 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-10947 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43pst) 440-H-025.66 29004900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4113/2025 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13pso 440-H-025.67 29004900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type-H; DP +50/-5D psi; Water Test Press 360Pa (7.52psi) 440-H-025.68 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psi) WD-20 10114109 Friday, May 13, 2016 Page 9 INDwWMU C7URREERSASWCIAMON Hallmark® Certificate of NEWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. AdministrntieeMmngcrnent Systrnu, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109.47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)• Type-H; DP +50/-50 psf; Water Test Press 36013a (7.52psf) 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in)-H 440-H-027.20 29077W/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109.47 9/24/2013 7/22/2017 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440.11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-10947 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440•H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52pso 440-H-027.25 2902/4902 Twin Single Hung Window 101/1.S.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 816/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa 5.43pso WD-20 10114109 Friday, May 13, 2016 Page 10 DOWnMNUFAMRE SAS=lATION Hallmark® Certificate of IEWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. Adminiurwivc Manogcuxm Symms, Ice. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H: DP +15/-15 psi; Water Test Press 180Pa (3.76psf) 440-H-027.28 29004900/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) Type-H: DP +25/-25 psi; Water Test Press 180Pa (3.76pst) 440-H-027.29 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)• Type-H; DP +25/-25 psi: Water Test Press 180Pa (3.76psf) 440-H-027.30 29004900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440.11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psi; Water Test Press 360Pa (7.52psi) 440-H-027.31 29004900/29024902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109.47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psi: Water Test Press 360Pa (7.52psf) 440-H-027.32 29004900/2902.4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psi: Water Test Press 360Pa (7.52psi) 440-H-027.33 29004900129024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109.47 2/19/2016 10/2112025 2426mm x 1880mm (96 x 74) Type-H; DP +3000 psi; Water Test Press 220Pa (4.59psi) 440-H-028.14 2903/4903170 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737x1575mm (108x62in}H 440-H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-10947 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-10947 2I19/2013 1/17/2017 2718x1575mm'(107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-10947 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WIN00W R OOORMINANUFAMRERSASSOCIAMON NOWDMA Hallmark® Certificate of Conformance and License CCL Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. A"is`Y`„,"""" Symms, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 2900-4900 Series/2903-4903 101/I.S.2/A440.11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 1117/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; OP +50/-50 psi; Water Test Press 360Pa (7.52psi) 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01.109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13pso 440-H-028.21 2900/4900/70-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-028.22 2900-4900/2903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01.109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440•H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-10947 12/28/2012 9/5/2016 1219x2134 mm (48x84 in)-H 440-H-029.07 490012900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/l/2017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43pso 440-H-029.08 2900-4900/2907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psi) 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm 02935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP +20/-20psi; Water Pen Resist. Test Press = 150Pa 3.13psi) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm 05514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 W°CDOOR A KICIATION Hallmark® Certificate of AMs> INC. IEWDMA Conformance and License (CCL) Adminisuadvc Managcmml systcros, lrx. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-089.00 5500/5510 Side Lite (Specimen 2) 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm 2432mm E6290.01-109-47 11/23/2015 4/27/2025 1245mm x 2432mm (49 x 96) Type- SLT; DP +35/-35 psi; Water Test Press 260Pa 5. 43pst) 440- H-089.01 5500/5540 Transom (Specimen 1) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm 914mm E6290.01-109-47 11/23/2015 4/27/2025 2734mm x 914mm (108 x 36) Type- TR; DP +35/-35 psf; Water Test Press 260Pa 5. 43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: 7- t. L. John AkFee, YP c Programs, IMAM Hallmark By. 4&a A,,14 Rhonda Schorr, Authorized Represeruative, "S Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL ( 312)6734828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD- 20 10114109 Friday, May 13, 2016 Page 26 r/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@buiIdingdrops.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. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) 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: 12/ l 5/2015 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' II1111111,,' O iOi T T D: 0• OP: • : Gam. eoisSt0NA1_ ll 11111` Hermes F. Uorero, P.E. Florida No. 73778 A\\, 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)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la 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 51" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5" 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 5" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/15/2015 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 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 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Y27/2016 Florida Building code Ordine Q PA Business 8t Profes siomal Riegulatiion BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I FSC Staff I BCIS Site Map I Links I Search I Florida Product Approvaldopryytt USER: Public User 11rfrv[1= ProouR Aoomval Menu > ProAutt or Aodlcatlon Search > Aooilcation List > Application Detall FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.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 Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard Year DASMA-108 2002 DASMA-11S 2005 hops!/www.floridabtLlding.orglpr/pr_app M.aspx?param=wGEVXQwIDgLAi1JRfWxf6u7gnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d°k3d 1/6 10/27/2016 Florida &rilding Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # IModel, Number or Name 9174.1 5120 / 6100 / 9100 #0228 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: Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 I Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0228 318958 P7.odf FL9174 R11 If Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.2 15120 / 6100 / 9100 #0229 116' 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: No Design Pressure. +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0229 318959 P8.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.3 15120 / 6100 / 9100 #0230 116' 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: +25.90/-28.80 Other: 9174.4 1 5120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0230 318960 P10.Ddf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 RI1 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 11 0231 318996 P5.odf FL9174 RI I1 Track Supplement Chart P10.odf FL9174 R11 1I WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' 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 Installation Instructions FL9174 RI1 II 0234 319022 PS.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 Rll II WDJambSuoDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 hltp5://www.11oridablrilcfing.org/pr/pr_app dU.aspx?param=wGEVXQwtDquflIJRNVxf6u7ojnl0flel I%RKJkizESWxAzegKuYBGeGO%3d%3d 2/6 10127/2016 Florida Building code online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RII AE ASTM A 653.odf 9100F19174RIIAEEvalReot rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WD1ambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RII AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 R11 11 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 RII II WD)ambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 RII AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 IS' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0233 319000 PS.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.Ddf Impact Resistant: No FL9174 R11 11 WD]ambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 FI-9174 RI AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Rept 9100 r1 s.odf EL9174 R11 AE EL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 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 R11 II 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 EL9174 R11 11 WD)ambSupplementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RII AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 R11 11 0237 319025 P6.odf Approved for use outside HVHZ: Yes F19174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD]ambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RII AE ASTM A 653.Ddf FL9174 1111 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes hitps://www.11oridabuildng.orglpr/pr_app 0.aspx?param=wGEVXQwtDquflIJRNVxNw7ojnl0tle! 1%2bRKJkizESNxAzegKuY8GeGQ%3d%3d 3/6 la27/2016 Florida EMIcling code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. l0' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart PLO.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R I I AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 RI L 11 Track Supplement Chart P10.Oi f Impact Resistant: Yes FL9174 Rll II WD1ambSuoolementP16 s.odf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 II 0602 319028 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.1W Impact Resistant: No FL9174 R11 It WDJambSuoolementP16 s.odf Design Pressure: + 15. 30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RI AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 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 R11 It 0603 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 lI WDJambSuoolementP16 s.odf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 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* R I I AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 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 R11 II 0604 319030 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart PIO.odf Design Pressure: +39.201-43.70 FL9174 RI l It WD]ambSuoolementP16 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 RI I II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart PIO.odf Impact Resistant: No FL9174 Rll I1 WDJambSuoolementP16 s.odf httpsJlwww.floridabtrildng.orglpr/pr_app dll.aspx?param=wGEVXOwlOqufllJRfWxf6u7ojn10heH%ZbRKJkizESWxAzegKuYBGeGQ%3d%3d 4/6 1027/2016 Florida Building Code Online 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653,odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0606 319032 P6.Ddf FL9174 R11 11 319040 P1 Post.odf FL9174 R11 11 Track Supplement Chart PIO.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0609 319035 P5.odf FL9174 R11 II 319040 P1 Post.Ddf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 1111 11 0608 319034 P4.odf FL9174 RI1 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653,odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 R11 11 0607 319033 PS.odf FL9174 R11 it Track Supplement Chart P10.Ddf FL9174 1111 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes Batk NCat Contact I15 :: 2601 Blau Stone Road. Tallahassee FL 32399 Phone: 050-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails 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 dock htM_. Product Approval Accepts: hops://www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDqu01JR11Nxfiw7ojnl0heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d S6 1027/2016 Florida Building Code Ordine afiffilME— ® Credit Card Safe httpsJ/ www.flaridat lcOng.org/pr/pr_app dIl.aspx?param=wGEVXQwIDquf11JRNVxf6u7ajnl0heH%RKJkizESWxAzegl(uY8GeGQ%3d%3d 6(6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "o'E 7 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 1 7 1 6 No. 51737 i 0 STATE OF :kl` Q,%' FIOR OP Qom# j'Fs DNA; `N 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2"O.D. WASHERS WITH A 1-9/32- THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30ps1 DOOR WIDTH = 1611 LOAD PER JAMB - 30ps1 z 16M = 240lb ft 4. CHART IS BASED ON 6-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1-1/Y, AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Swtes, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308#2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 9 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 51737 i• STATE OF Q•t` •.;1 OR QP Q 2 s6 ONA; ?` II I I 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16h LOAD PER JAMB = 30psf x 16W2 = 240lb/h 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/Fr)NOTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 1 11 1 14 16 760 11 13 16 780 10 13 16 800 10 13 15 cTF4 No. MTV O STATE Of tV IIII 1. BASED ON 3/8'0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2- O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30psf x 16W2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB L NOTE 4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE i 2000 PSI GROUT FILLED CMU"OTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A I. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-314" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 318*0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4% A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4-. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 16ft LOAD PER JAMB = 30pst x 16ft/2 = 2401b/tt S. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB (LBIMMOTE 4 25M PSI CONCRETEMOTE' 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUMOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 0 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 1 17 8 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4- O.O. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2- AND A MINIMUM EDGE DISTANCE OF 3% 2. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4-. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30ps1 x 16ftf2 = 240lb/ft 5. CHART IS BASED ON 6-W MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 wa c® Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 No. 51737 o STATE OF p • • ttii oe- ONA ? x 111111 Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCARS, PE 3121 fAIRGATE OR CAKROLLTON, T. 75007 fL PE 51737 Tx PE 54305/F2203 1 6'MAX. FASTENERS PER SCHEDULE$ 1 THRU 4 NINIMVN 2.4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPAONG WOOD SUBSTRATE OR MINIMUM 2.5 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP SEE DETAILS 1. 2. AND 3 REOVIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT 6' MAX. J 000R WIDTH MINIMUM 2.6 /3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 2-3/4' 2) 3/8- SIMPSON 71TEN HD SCREW ANCHOR WITH A 1 1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4- DETAIL 1 MINIMUM 2500 P51 CONCRETE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2.6 #3 4, HEADER LOCK SOUTHERN PINE BRACKET LUMBER r 4• a- 4• 4) 3/8' SIMPSON TITEN ND SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4•. DETAIL 2 MINIMUM 2000 PSI CROUi FILLED CMU NOTE_ MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2; 1'(4) 6 3 ; 3/801A CK SOUTHLUMBE AG SCREWS WITH 1-1/4' O.D WASHERS. LAG SCREWS SMALL HAVE A MINIMUM PENETRATION OF 1-9/32 INTO THE MAIN SUPPORT MEMBER. DETAIL 3 MAXIMUM ESICN L AD DATE CAPACITY OF 2430 LBS SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT NAME DRAWING PART NO. I REV PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR v[RInCATION OF WNOLOAD CONSTRUCTION DETAILS 324620 IP16 REVISIONS wage6 Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PA CONCRETE MOTE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4- OF SUPPORTING STRUCTURE 94ALL MIN EDGE GIST BE THE SOLE RESPONSIBILITY T4. THE PROFESSIONAL OF RECOR FOR THE STRUCTURE 3/e• SIMP50N ITEM 1K0, 2-3/4' MIN EMBED. MIN e' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20 9/1e• TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT CONC3RE7E MOUNTING DETAIL el No. 51737 IT S*— 0 STATE OF fm ON p OR Zl;;, & ONA; IIIII Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOIN E. SCATES. PE 3121 FAIRCAIE OR GRROLLTKFI• T. 75007 FL PE 51737 T. PE 56300/F2203 PROFESSIONAL ENQNEER'S SEAL PROMOEO ONLY FOR YERACATION OF MNOLOAO CONSTRUCOON OETAILS. MIN 2 4 SPF (C 0.42) OR BETTER WALL STUD MQM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE OESICH LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE -\ EXTERIOR 5/10• LAG SCREW WITH 1-9/3(2• E/MBE)D IN CENTER OF STUD FOR EA04 JAMB RAKkEt LOCATION -J JAMB BRACKET 1/4-20.9/16' TRACK BOLT AN O 1/4-20 HEX Nu SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT DATE DRAWING PART NO. REV. 324620 IP16- The Genuine.The Original. 0 April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovwhoad Door Corporation 2501 S. State Hwy 121. Suite 200 LavrisOle, TX 75067 Phone 4695497100 fax 4695497281 nww.ovarheaddooctom This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 00 STAGE OF '• /: NAL E y6110 oHOrrtonTODCOOV@fll@aCtDOOr,C.OrpOidtlOn ASubsidiaryol5anvraHotdin9:Corporatbn.. _ - • John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof') pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. FL 09174-117 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement,'P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. C.A 2 (6/10/( Drawings TABLE 1. FL09174-R7 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 ZA—Wuo ION FL09174-R7 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 1E.1 4 16(tb / l I FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a X" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with''/:" MDF decorative overlay. 5 l0(10 f k1 FL09174-R7 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, JoTinE. Scates, P.E. V Florida PE # 51737 l0` 6 3121 Falrgate Or. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC 51h Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 51h Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 a=, 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SS8 GLAZING IN MOLDED FRAMES SCREwEO WITH A MINIMUM OF (6) f8t1' SCREWS INSTALLED IN t3 CA XORIZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 CA FLAG ANGLE- OF 13.75' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGONS 16 CA MIN HORIZ. TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/t8 1-5 6'• LDED .DOW MINIMUM SSS GLAZING IN MOFRAMES CLUED WITH LAG SCRA A I /B' BEAD, OF BOSTIK 1100 OR EOUIVALENT UNDER THE MIN 3 AS OU7$ R FRAME AND SCREWEO TOGETHER WITH A MINIMUM OF SHOWN) 10) /6.I' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION ( WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRAGIC CLAZI14G SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/160-5/6' LAD, DEBRIS REGIONS GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL ( 1) 1/4-1H7/B' SELF DRILLING CRIMPTITE SCREW TO 1/4-20119/16' TRACK - ATTACH TTMHE }STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HOC STILE AT THE CENTERLINE OF THE DOOR PER DETAIL f ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED W TOP OR INTERMEDIATE SECTION ( WITH OR WITHOUT DECORATIVE INSERTS} GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT Of 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-80WHE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 CA STIFFENED ATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE OETAIL C JAMB BRACKETS SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELOULE FOR OfSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. QUANITY. LOCATION, INSTALLER SMALL FIELD INSTALL (I) I/4-14117/6' SELF AND TYPE DRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL R18 AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KE1' LOCK OR SLIDE LOCK - A. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED VAIN OPERATOR 7/ 16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOOK SHOWN FOR S. KEY LOCK. SUOE LOCKS. OR OPERATOR REQUIRED. CLARITY S. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PUCE SOLID POLVUREIIHANEFOAMINSULATIONCHEMICALLYBONDEDTO30DOORSHOWN. ION SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-8AR LOCATIONS ENO CAP TO HAVE A MINIMUM t.t' DEPTH. ON DOORS MATH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1. 2. AND 3 SMALL BE THE RESPONSIBILITY OF THE PROFESSIONAL Of ON INS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. S. DOOR JAMB TO BE MINIMUM 2116 STRUCTURAL CRAOE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Of (6) /Btt' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E SCA TES PE 3121 FAIROATE OR CARMLION, n 75007ML1 FLPC51737TXPC506/1`2203 PROTESSIONAL ENGNEER'S SEAL PROMOEO ONLY FOR VCRFHCARON OF "WOLOAO CONSTRUCTION OETAILS SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION CA ENO CAP 18 CA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SO VISIONS CES TO GENERAL rt ND CHANCED ASTENER TYPE rENDAPSANDETAINERCENTER HINGE 1 NOTE, ( 5) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 12'- 0-. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. A DOOR HEIGH( EACH SECTIONSjNQ, OF JAMB BRACKETS JAMB) LOCAUUN Of CtNIERUNE OF JAMB 13RAOCETS MEASURED FROM BOTTOM Of TRACK (ALL DIMENSIONS f 2') 7'- 0' a 6 qklE. OITE 3 ( 01). 25-1 2 JB . 34 JB . 45-14 0I , 63 JB 7'-0' 4 6 FAT0 JB , 21-3 4 JB , 29-3 a JB , 42 JB . 53-1 a JB 8'-0' 5 e a3' 01 , 23 JB , 34 JB , 47-1 4' 01 . 39 JB . 67' 01, 75 JB0' 5 BFAT0JB . 21-3 4 JI3, 29-3 4 JB , b JI3, 57-1 4 J13, 68 JB 8-0 ION UFT OOF PITCH BELOW NOTE. t) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20NS/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES CLOCK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACK TO TRACK. ALL DOORS WAIN MGM LIFT, ROOF PITCH. ANO/OR GREATER THAN 8' IN HEIGHT REOLARE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HOW UNIFORM LOAD EACH JAMB (PLC WIDTH 16'- 0' ALL 207.2 _230.4 14'-0' ALL 181.J -201.8 12'-0' ALL 133.4 _172.6 10'-0" ALL 129.5 -144.0 aync® Canon FLORIDA 32514 TFICATION METHOD I COLORED PAINT TO IPED NUMBER 3/6/ 06 SUPPORTING UCTURE AND RIFTED NUMBER OF TENERS AND CENTER ES REWIRED FOR ROWER DOOR WIDTHS. 1 5/ 10/06 ADDED IMPACT ISTANCE TO DOOR. ED MODEL 6100 OFIEO NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/ 6/ 07 MOO FED JAMB CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/ 08 ADDED IMPACT NCEO LOUVER NOTE. REASEO MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/ 08 UPDATED TILE BLOCK 8/26/ 10 PANEL STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. ISIZE. A DESIGN (PSF): + 25.90/-28.80 IMAX MADTH: 16'-0' OATS NAME TEST (PSF): + 3885/-43.20 IMAX HEIGHT: 8'-9" JORAWN 1 3/8/06 1 GRT IMPACT/CYCLIC RATED (YES/NO)- YES IMAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MR8 MODELS 5120/ 6100/9100 SHEET 1 of 2 DRAWING PART NO. I REV. WINOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 1J CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (B) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CRIMWITNPTI21E1/SCREWS /6• EACH END VAINSELFGRILLG Cif?NP717 CAPAT40FORSTANDARDTRACKA 1/4-140/8' SELF DRILLING D CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN), LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14r5/8' CMMP71TE SCREWS. THE (8) PRE -PUNCHED HOLES EACH ENO USE VIEWING HOLE IN SLIDE 70 ENSURE FACNG UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-/40/8' SELF DRILLING CRIMP717E SCREWS 15 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14115/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-140/0' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE, DUE TO CLEARANCES REQUIRED 70 2' NYLON STORMGARO INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-2045/8' CRIMPTITE SCREWS (2 OF INWTEG(R(A))LITHRIBANDA CRIMP SCREWS // ggT T'ACH SCREWS 'MRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND I OF OF U-BAR AND BOTTOM FIELD INSTALLED HINGE LEAF AND 1 THRUTHRUISRUPRE -PUNCHED MOLE WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3) t/4-t4,5 6' / O CE U-BAR OVER INTEGRAL RIB WITH NOTCH GOWN TO GEAR BOTTOMCRIMPTITE BRACKET AND ATTACH THRU ENO CAP AT EACH ENO WITH (1) 1/4-140/6' k. SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE. SHOWN AND USE (1) 1/h14N7/B• SELF BOTTOM BRACKET MUST BE DRIWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY g2) 1/4-140/8' SELF DETAIL HINGE LOCATION. USE (1) 1/+-20115/6- RILUNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. USED ONLY ON IMPACT GLAZED SECTION - tl GA REINFORCEMENT , BRACKET ATTACHED WIIH (4) 1/4-140/8' 1 SELF OORILUNG CRIMP71TE SCREWS (2 8 THROUGH BOTH BRACKET AND U-BAR) aE 1 1/4-14x7/9' SELF DRILLING CRIMPTITE SCREWAT CENTER LINE OF DOOR THRU STRUT h OPERATOR BRACKET, NOTE` J-STRUT $ SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 08.3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2. O.C. MAX I/r BEAD GE LAC I LSSG4000ASC400CISTRUCTURAL SEALANT OR I FACER JOHN E. SCATES PE NON-STRUCTURAL \ j 3121 FMROATE OR DECORATIVE INNER CARROLLTON, T71 TSOot WINDOW TRIM FL PE 51737 111 PE 36"/FZZ03 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E VERFICAWON OF IVINDLOAD CONSTRUCTION DETAILS ATTACH BOTTOM BRACKET 10 BOTTOM U-BAR WITH (2) D 1/4-140/8• SELF DRILLINGNO SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3'. 16 GA. 60 KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS WITH (5) 3% 18 GA. 60 KSI U—BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- DETAIL F U-BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES VAIN (2) 1/4-1445/8' CRIMPTITE SCREWS A7 EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8• SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) t 4-t4x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BOWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-144/8' CRIMPTTE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (10) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NCR -STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4' POLYCARBONAIE SLIDES AND THE 6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE G ATTACHED TO THE DOOR WITH 1/4-144/6• CRIMPTITE SCREWS J 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY B' Tr i) FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SE wayna® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16•-0" TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9" OR oMon IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' Cl, MODELS 5120/6100/9100 DIVISION OF OVERHCAD DOOR CORP BCOLA.3PENSAFLORIDAF2514WINDLOADSPECIFICATION OPTION CODE 0230 CHANGES TO GENERAL MAT AND CHANGED TAR FASTENER TYPE I CENTER HINGE ND ADDED OPTION. I STRUT ATION METHOD ILORED PAINT TO SUPPORTING ROWER DOOR WIDTHS, 15/ID/ D6 ADDED IMPACT ISTANCE TO DOOR. ED MODEL 6100. onED NOTE 8 TO TE THAT LOUVERS N07 IMPACT ISTANT. 6/ 6/ 07 FOR 4/ 17/ 08 ADDED IMPACT ISTANT GLAZING. ED TEXAS LICENSE ISER TO 71ILE BLOCK. NGED LOUVER NOTE. tEASCD MAX HEIGHT 8'-8' ADDED NIGH AND ROOF PITCH CK NOTE. 7/22/ 08 UPDATED TITLE BLOCK 8/26/ 10 ADDED LONG PANEL ZING OPTION 3/15/ 11 N.T. S. SIZE: DATE NAME 3/8/ 06 CRT D 4/ 6/06 MRB SHEET 2 OF 2 DRAWING PART NO. I REV 318960 IP10 14" MAX J 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. A" E SCATE9, PE 3121 FNRCATE OR CARROLLTOM, TX 74OO7 ft PE 1n37 TX PE bo308/r2203 PROFESSIONAL ENGINEER'S SEAL PROWDED ONLY FOR VERGICAWON or WNDLOAD CONSTRUCRON oEwLs. PLATE LOCATION HEDULE CLIP DETAIL CLIP 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 RI VI TS 11 GA MIN CLIP SEE SCHEDULE— RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE REVISIONS P2 2 INCH TRACK TRACK —CLIPS —TEXAS J WALL ANGLE 12 FOOT o UPDATED Bpi 6/11/03 1 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 0 I AB.00/-52 00 PSF FOR ALL DOOR WIDTHS TRACK CHANCED TEXAS WALL 3) 1/4"-20 ANGLE- TO 'CONTINUOUS OR CARRIAGE BOLT WALL ANGLE'. ADDED 1 /4"- 20 NUT SUBSTRATE MWITHDETAIL. CHANCED TTO TITEN HD ANCHORS CRT 4/2/07 TYPICAL CLIP PA CHANGED FORMAT. ADDED MODELS 9800BOLTINGDETAILAND8024WITHOVERLAY TO TRACK CLIP M1 SCHEDULE TRACK CRT 6/21/07 0 PS UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE k CUP SCHEDULES. DLP 9/05/07 P6 UPDATE MOUNTING o DETAIL DRAWINGS. GRT 10/05/07 1) 1/4"-20 TRACK OR CARRIAGE BOLT P7 UPDATED CHARTS tO ELIMINATE THE USE OF WITH 1/4"-20 NUT THE MB CUP (REPLACED WITH /9 ACROSS THE BOARD). DLP 10/24/07 TYPICAL CLIP RIVETING DETAIL P8 UPDATED STEEL MOUNTING DETAIL MRS 04/11/08 P9EXPANDED 1-1/2- TO THICKNESS 11 GA MIN CLIP 3/ 8" DOOR AR 0Ts' HIGH. SEE SCHEDULE ZUP1 8 CRT oP10 UPDATED TITLEf BLOCK CRT6/ 2/10 1) 1 / 4"-20 TRACK OR CARRIAGE BOLT WITH 1/ 4"-20 NUT TRACK TYPICAL CLIP WELDING DETAI DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'- 0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF Wayne® palton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PE"(85O)A47 O989O3251A DATE SHEET 1 OF 2 DRAWING PART NO REV 307494 1plo 2 3/4" t 1 " EDGE DIST E60XX MIN. 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUN 5/16" x 1-5/8" --WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR - _ BETTER AT EACH 1/4- 20x97NUTHOLEORPAIROFTRACKBO HOLE LOCATIONS 1/4-20 H MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE GIST ATTACHED TO SUPPORTING STEEL c' e CONCRETE MOUNTING DETAIL JOHN C. SCATES, PE 3121 FMRCATE 6R CARROLLTON. TX 73007 FL PC 31737 TA PC 30306/1`2203 PROFE49ONµENCINEER'S $AL PRONOCO ONLY FOR vER61CATION OF "INOLOAD CONSTRUCTION OETAILS. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELOIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP AND SPUCE PLATECLIPCH MODELS 8024 8124 WITH OECATRIM OVERLAY (2-1/2' THICK DOOR HEIGHTECLIP #'S FROM BOTTOM TO TOP SLAICE 7'-0" 7. 9. 9, 9, 9, 11 16 8'-0" 7, 9. 9, 9, 9, 11. 11 16 9' - 0' 7, 9. 9. 9, 9. 11, 11. 11 18 10'- 0" 7, 9. 9, 9. 9. 11, 11, 11. 13 18 11'-0" 7, 9. 9, 9, 9, 11. 11. 11. 13, 13 20 12'-0" 7, 9. 9, 9, 9, 11. 11. 11. 13. 13, 13 20 13'-0" 7,9.9,9,9,11.11.11,13,13,13,13 22 14'-0" 7. 9. 9, 9, 9, 11. 11. 11. 13. 13. 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORLICE HEIGH CLIP #'S FROM BOTTOM TO TOP PA 7'-0' 5, 6. 6, 7, 7, 9 12 8'-0' 5, 6. 6, 7, 7, 9, 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0' 5. 6. 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6. 6, 7. 7, 9, 9, 9, 11. 11. 11 16 13'-0" 5. 6. 6. 7. 7, 9. 9. 9. 11. 11. 11. 13 18 14'-0" 5, 6. 6, 7, 7, 9. 9, 9, 11. 11. 11. 13. 13 18 MODELS 6100 8300 8700 1-3 8 TO 1-5/8" THICK DOOR HEIGH7'-0' CLIP S FROM BOTTOM TO TOP SPLICPLAE 4. 4. 4. 4, 5, 6 8 8'-0' 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4. 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4. 4, 4. 5, 6. 6, 7. 7. 9 10 12'-0" 4, 4. 4. 4, 5, 6. 6, 7, 7, 9, 9 10 13'-0" 4, 4. 4, 4. 5. 6. 6, 7. 7. 9. 9. 9 12 14'-0" 4, 4. 4. 4, 5, 6, 6, 7, 7. 9, 9. 9. 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP SLACETE 7'-0' 4, 4. 4. 4, 4, 4 6 8'-0' 4, 4, 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4. 4 6 10'-0" 4. 4. 4, 4, 4, 4, 4. 4, 4 6 LACK -CUPS -TEXAS ALL ANCLE 12 FOOT DATED J 6/11/03 S UPDATED FORMAT. CREASED ALLOWABLE tESSURES TO 46.00/-52.00 PSF FOR L DOOR WIDTHS. IANCEO 'TEXAS WALL 4CLE- TO -CONTINUOUS ALL ANGLE'. ADDED JOSTRATE MOUNTING TAIL. CHANGED TO TEN NO ANCHORS IT 4/2/07 TO TRACK CUP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE it CUP SCHEDULES. OLP 9/06/07 P8 UPDATE MOUNTING DETAIL ORAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE 08 CUP (REPLACED WITH /9 ACROSS THE BOARD). OLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL EXPANDED 1-1/2- TO yB" DOOR THICKNESS LRT UP TO 14' NICH. 12/11/08 ADDED MODEL 0700 1ATE0 TITLE BLOCK 6/2/10 wayna DATE NAME Dalton DRAWN 1 8/21/07 1 CRT CHECKED 8/21/07 1 MREl SHEET 2 OF 2 3395 ADDISON DRIVE PEN 850) A474099AO32514 DRAWING PART NO 307494 I REV. PIGTRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 3 e 1 1 . • ' • 1 0i tlY 73ESYYi i IlcnxfiWttl SCIS MomI Lop In tiger RepKtratft I *kTopirs Submit SuicharytM e ( Stats a Fans I Pimtiolls I Fee start I BUS see Map I Un s I search susges Pro essi i a product Approval USER: Pubic User Regulation Piaduct Aooreyal Menu > PioduG er Aoollolion Saenn > Aocllcatbn Li5t > Application octal) FL A FLIS332-R2 Applicatlon Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Emall 650 West Market Street. Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwel. com Authorized Signature Brent Sltlinger bslUinger@mlwd. mm Technical Representative Addmss/ Phone/Emall Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201S Validated By Steven M. UrIch, PE 0 Validation Checklist - Hardmpy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Yo3L AAMA/ WDMA/CSA 10I/I.S.2/A440 200S Rif 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 the new Florida Building Code. Documentation from approved Evaluation or Validaton Entity UYes ONo ON/A https: l/www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDatH8572gvdWl... 8/31/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Dab: Validated Data Pending FBC Approval Date Approved Summary of Products FL15332 RZ CDC FLIS332-COMP.odf Method L Option D 04/30/2015 04/30/2015 05/06/2015 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGO OXO 145-3/4"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-00500C.odf Approved for use outside HVHZs Yes Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510807B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'X80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 I1 08-00498C.odf Approved for use outside HVHZ., Yes Impact Resistant: No Verified By: Luis Roberto Lomas 6251.4 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108055.odf PRESSURE RATINGS Created by independent Third Party: Yes tS332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED OXO REINFORCED 145-3/4'X96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 1032.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96'X96" Limits of Use Installation Instructions Approved for use in HVHZ-. No FL15332 R2 II 08-02249A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143'k96' Llmlts of Use Installation instructions Approved for use In HVHZ: No FL15332 R2 11 0"2250A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I SERIES ALUMIN420UM REINFORCED GO I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX I Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-00499C.odf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGO https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8131 /2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No R15332 R2 II O 1-00501C.Rdj Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN R15 R2 AE 51080813.201' PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'xSW NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 It 08-00502C.Ddf Approved for use outside HVHZ: Yes Verlfled 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 FL1533Z R2 AE S 10809B.ndf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143°x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R2 II OB-00503C.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 Others REFER TO APPROVAL DOCUMENT FOR DESIGN R15332 R2 AE S108108.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes fie ram a :: 1W HoRA Monroe StmRi Tallahassee FL 32392 Phone: AS0-487-1824 The State, of Ronda Is an AA 1 D employer. Co w ohs 2007-2013 Shin of Flodda. ;: ru t :: H"d Willman: under Horlda law, arnail addresses are public records. If you do not want your e-mail address released in response to a Pub MMrds request, do not send dectro. It mail to this entity. Instead, nomad the offtz by phone or by Irad0tanl mat. If you have any questions, please mnhct 050.481IMS. Yumont to Swum 4SS.275(1), Florida Statutes, eRCdWe 0dober 1, 2012. licensees Ooermd under Chapter 45% P.S. mist provide the DepaMuesut w0h an erM9 addnm n they haw one. Tt a emalb prodded may be used for official coasntNo ion with en 0cansea. However M1111 addresses am public rotord. it you do not wish to supply a pusonal address, please provide the Department with an ena0 address witch an be made available h the prAOc To determine If you am a limsee under Chapter 455, F.S., Please dick hS3L . Product Approval Aacaptst Credit-AFIE https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 8/31/2015 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 RESPONSIBILTY 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 ME48RANE SELECTION OF COATING OR MEL49RANE IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE, OF 1/3 WAS NOT USED 1.14 THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: =MUDED ALUMINUM 6063-T5. 6, UNITS MUST BE GLAZED ?ER AM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVEE SYSTEM IS REQUIRED FOR THS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR SMITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO N07 REOUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LEIxTI 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 MTAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEY040 STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TY-E 1 (OR GREATER). D. METAL STRUCTURE: STEEL 180A. 33KSI OR ALUMINUM 6063-TS 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX. XIP, PIX I REV I O'Rom I OAT[ 1 40MO40 1 I A I ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.;. SIGNED., IW 612013 bill WINDOWS AND DOORS LLC \\0%Ig! if 1001 W. CROSBY RD °,. CARROLLTON. TX 75006 r,•\OEMs TABLE OF CONTENTS SERIES 420 SGD REINFORCED WITHOUT ADAPTER SHEET NO. DESCRIPTION 96" x 96" 4T(A#TePCNOTES 1 I NOTES onkm me W. 2 - 3 ELEVATIONS V.L. 08-02249 4 - 10 INSTALLATION DETAILS — NTS — 10/30/13 1 SO- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED fi MAX 6' MAX 16• LAX AME IGHT L 8• MAX 6' MAX SERIES 420 SOD REINFORCED WITHOUT ADAPT cA EXTERIOR VIEW DESIGN PRESSURERATWQ AIPACTRATING 135.DPSF NDNE WITH2.1lSY SILL SEE CHARM #1 AND 02 FOR OTHER UNITS RATINGS DEStav PRESSURE RA17NG INPACT RA7TNG 25.0%28.6PSF NDNE vim I-WSILL SEEOHARTS 03 AND I4 FOR OTHER UNITS RA77NGS liEH90NS piV 0Ey 1IPR1X ON! NPRWm A ADOED FLNIOE ANO nN INSTALLATION 1 12/10/13 1 P- CHARr*l WTTH24MISILL WHERE WATER INRLTRATION RESISTANCE IS RECUMED. DOdan pr w-ch-t too Ftvm 6k"P&ftalsrdTbWF(anVVMh to IbbM 20A 0 00 J.. O 7200 4" 4. 00 4" SAW Pw I Ne! I Pw I riev Nee a. Nep i40 t0.0 SOA 40.0 I OOA I 40a I 4 042.0 J0. 40 2 404 1 4eA 1 40D 1 4JA 3•.4 30 720 402 3.1 21d ota 4eA 4 4 310 3 0 cci R 02 WnNH- VarSLL WHERE WATER INFRTRATTON RESISTANCE IS NOT REQUIRED. PP AInTP D SHEET I D41/ pn prsssNe eher! 4" 2t.O 410 Pot Nop O. N o. Nee IlieA0Ti•. I2A a S2Aa0AIOA044A 3e.4 CHARrat3 WITH I-U2" SILL WHERE WATER INFLTRAMN AESISTANCE IS REWIRED. eues_ r . DedOn anwam Cheri (pan lNm° TOmIFM ew%= F1trt0 wym Jp0 4• 00 3t0 200 420 84AO 1 48A moo Pat 1h9 Po. N Pm qg KO 26.0 47A 25.0 4I.7 Js o 34.4 25. 0 4523 H 12A23A3A sa. CNARri4 V. M I-P2.SNJ. WHERE WATERWFRTRATION RESISTANCE IS NOT REQUIRED. SEE NOTEO SHEET I GNARrlS Dedan Prmum m Clam (PAO a Pon. l. TwdFmftvmhft PineW47AZIlil 42A 40. 0 Pas Ns! Pas0 3TA3TA 34.4 34A 02.0 332 33 S201 2 unaerora/1CA i/ ffaatl.p.t/.a SbOb Rel. l.M Tot•I Well• L A .13604Lo14#A Avg h) xA Nit A me 4s lama Ntd m WA 4 e t t t e t.0 a 0 5 e 0 0 e e 22.0 4 e e s e a e DfA 4 0 e e 0 t e MI WINDOWS c 001 W. CROSBY RD CARROLLTON. TX 75006 3`51R 1' o * SERIES 420 SGDREINFORCEDWITHOUTADAPTERELEVATIONrpTAT OF E: ;`YOR10?' sSf10f A1i1 mtmft V.L Ono 110. Oa 02249 eEv A aTE NTS 10/ 30/13 2_OF 10 FF HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 16 FOR NUMBER OF LOCATIONS REQUIRED B' 6UX 6' MAX 5' MAX T- 6' AX 4ME GHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER zarRIOR VIEW DESIGN PAFSSURE RATM AWA0T RATING 35.0PSF NONE WnN ar SILL SEE CHARTS C! AND 02 SHEET Z FOR OTHER UNITS AATINGS DESIGN PRESSURERA7714G IMPACTRATING t26.01-28.6PSF NONE w7H I.1 SA.I. SEE CHARTS 03AND IN SHEET2 FOR OTHER UNRS RA7INW 0.01CIOML veaoa Iwx 1 ONE I AVPfIWED ADDED FLANGE AND FIN INSTALLATION I IVIOI13 I R.L CHARTOS PooW araccharle0ayensrae0l"d arms Rdat and Total Uri WON 1r) frame NOW W no 360 17.0 0.0 no Ne9 Juno 720 as ha» 3(0 Has Iiame 6.0 NAi Am0 a 4 5 6 0 e a e ea.o 1 e b e a 8 8 e so a e e e e e PLO 4 e 6 6 e e e a 5 3/5' -- 2' 2 1132' SILL ALUMINUM 6063-T5.0557H/OK 2' 1 1/2' SILL ALUMINUM GCMT8.GW THfOK MI WINDOWS ARos00RS LLC '`''SP.:to(. csY`` CARROLLTON, TX 75006 SERIES 420 SCD REINFORCED WITHOUT ADAPTER = *7E ' 96, x 96' FIN EL.ENAT)ON TAT OF : I DR -Mk I UPS W. c. : PaV.L 06-02249 A B/Ot U NTS a7c 10/30/13 3 OF 10 IIII 1/2- MIN. av 09OW R OATF NRRor EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION j 12/10/13 R.L 1 3/8" MIN. WOOD FRAMING EMS ENT OR 2X BUCK i BY OTHERS 1/4" MAX. 10 WOOD SHIM SPACE MAX EMBEDMENT r SHIM SPACE SCREW T- INTERIOR 1/2" MIN. EDGE DISTANCE rr-11 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR IJ- I LL.JJ INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X Bl1CK OVSTALLAT/0N NOTES: 1. /MERIOR AND EXTERIOR RNISHES. BYOTNERS, NOT SHO WN FOR CLARRY. 2. PERIUETER AND JOINT SF.ILANT BYOTHERS TOSS DESIGNED P/ACCORDANCEWnWASTME2112 SILL TO BE SET IN A BED Of VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK SY OTHERS JAMB INSTALLATION DETAIL WOOD FRAWAYG OR JIX BUCK/NSTALLATION MI WINDOWS AND DOORS LLC 01R"111/ 1001 W. CROSBY RO CARROLLTON. TX 75006 J\? * , 1 r CEN B ceJ j E SERIES 420 SGO REINFORCED WITHOUT ADAPTER 98" Y 96" FRAME INSTALLATION DETAILS p , AT OF ; A IOi?•GquvroaronoRN 08-49 A ZONAL WALE NTS a10 30/13 4 Of 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 sMs OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTUREP/STALLAVON NOTES: T. INTERIOR AND EXTERIOR AWSHES. BY OTHERS, NOT SHOWN FOR CLARRY. Z PERIMETER AND JOINT SEALANT BY OTHERS T O BE DESIGNED INACCORDANCEWITHASTME21 f2 L TO BE SET IN BED OF VULXEM 116 NSTRUCTION ADHESNE EQUAL SEE SHEET 3 FOR SILL OPTIONS 7/6- MI EDGE DIST/ L f10 sms OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLVmON4 OLSW7AON WTL I APPWM ADDED nANGE AND nN iNsTALLA710N 12/10/13 1 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION M[ WINDOWS AND DOORS LLC 1001 W. CROSBY RD p 5 • • • • • 'ky' CARROLLTON, TX 75008 CEHS•d o 1SERIES420SGDREINFORCEDWITHOUTADAPTER*• 96" x 96" FRAME INSTALLATION DETAILS AT IDF ' s'°( CR1 G AiI1 Do" owc 08-02249 A scue — — NTS 10/30/13 5 OF 1D 2 1/Y MIN. EDGE DISTANCE I 1 1/4' MIN. a• EMBEDMENT CONCRETE/ • MASONRY 1/4' MAX. BY OTHERS r SHIM SPACE OPTIONAL IX BUCKTO BE PROPERLY SECURED SEE NOTE 3 SHEEC 1 3/16' TAPCON EXTERIOR WJ lUJ INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16' TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION C00ICREI5MAS10NRY INSTALLATION l+a oscuvroN aTt .rraovm ADDED FLAWE AND FIN WSTALLATON 12/10/13 R.L 1 1/4' MIN. EMBEDMENT 1/4' MAX. 2 1/2' a SHIM SPACE MIN. I EDGE ti DISTANCE 3/18' TAPCON CONCRETE/MASONRY BY OTHERS a OPTIONAL 1X BUCK M BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR 11 EXTERIOR JAMB INSTALLATION DETAIL OONCRET SW ASONRY WSTAUATION NOTES: 1. WTMORAND EXTERIOR RNISNES, BYOMVE s,, NOT SHOWN FOR CLARITY E PER/AlE7ERANDJ01NTSEALANrBYOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTA1E2112 Mil WINDOWS AND DOORS LLC 11R "ta,,, 1001 W. CROSBY RD 5. • • • . 1.! CARROLLTON. TX 75006 OENP' s SERIES 420 SCO REINFORCED WfTHOUT ADAPTER 96" z 96" S.: FRAME INSTALLATION DEW T OF ORIQQ:%G\` Y//ON110Ewx\\ olulltc me leo OB rtcv A M" NITS — 10 30 13 1-69OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMIN( OR 2X BUCG BY OTHER 1 /2" MIN. GE DISTANCE r 1 3/8" MIN. 1 EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR I.L1J UJI INTERIOR VERTICAL CRASS SECTION WOOD FRAMING OR 2X SUGYWSTALLATION NOTES: 1. BVTFRIORAND OffEAJOR FINISHES BY OTHERS, NOT SHOWN FOR CLAFny. 2 PERIMETFAAND JOWT SEALANT BYOT)fERS TORE DESIGNED IN AOCORDANW WITHAST M E2112 0 BE SET IN OF WLKEM 116 RUCTION ADHESIVE IUAL SEE SHEET 3 FOR SILL OPTIONS MIN. ENT T- 1 3/B" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS I r t/4" MAX. SHIM SPACE RENSIOpS ac5c"I710M can I N7ROWm ADDED FWLDE AND FIN INSTALLATION 12/10/13 1 R.L. IAIFFRlP1R JAATB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCKWSTAL.LATTON MI WINDOWS AND DOORS LLC 0t"""L'Iii, CARROLLTONRTXB75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 96" x 96" 8! t FLANGE INSTALLATION DETAILS BATH OF ; 0 c 08-0022249 A sour! NTS ale 10/30/13 7 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORtLUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR SET IN VULKEM 118 ON ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAnON NOTES., I. WTER IOR AND E (TERIOR FINISHES, BY OTHERS, NOTSHOWN FoR CLARITY: 2 PERIMETERANDJOINT SEALAA/T BYOTHERS TO BE DESIGNED INAC CORDANCE WTTHASTM E2112 AMSOM V=F DN OATS I Awpovm ADDED FLANGE AND FIN RLSTALLATION 1 12/10/13 IFt.L 1 /4" MAX. SHIM SPACE F7/8• MIN. INTERIOR EDGE DISTANCE i— n f10 SMS OR LJ SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS DYoRO C gR 1 Lo 01 W. SBCRO CARROLLTON. TX 75006 y,OENscp = 0 0 * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9T x 96 FLANGE INSTALLATION DETAILS TAT OE tug FSS NAR1anra V 08-02249 Ar G\ 240`1iv NTS — 10/30/13 —8 OF 10 2 1/2" WIN. EDGE DISTANCE if 1 1/4" MIN. i a. EMBEDMENT CONCRETE/ ' ' • • MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR LLU 1L11 INTERIOR 51LL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/15- TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS C I F p 1 1/4" MIN. a'• EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY /NSTAUA770N REV ws mexr Id1• ME VONOVFD AD= FLANGE AND FIN INST.WATION 12/10/13 ILL 1 1/4• MIN. EMBEDMENT A • 1/4" MAX. j 2 1 /2" SHIM SPACE INTERIOR MIN. IEDGE DISTANCE Fo 3/18" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETSUASONRYWSTAUATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES' 1. NTPRIOR AND EXTERIOR F1N18NES• BYOTHFRA NOTSHOWNFOR CLARITY. 2. pERWETER ANDJOA?SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTAiASTM E2112 l CMIWINDOWS1W. CROSBY0 RD CARROLLTON. TX 75006 0y5N `k SERIES42DSGDREINFORCEDWITHOUTADAPTERFLANGE INSTALLATION DETAILS p • TAT OF •1 orGax oNo ND.08- 02249 A wur: NTS 10 30 13 10=9 OF 1D t. 1/4• MAX iav ocscAr+ CAW APPROV D WOOD FRAMING '1 I SHIM SPACE A AOOEO RMCE AND AN INSTALLATION 12/10/13 RL BY OTHERS INTERIOR 1 5/8• MIN. EDGE GIST. b 1 1/4• TRIM i ' . MIN. a 1 1/4' MIN. EMBEDMENT INTERIOR EMBEDMENT MASONRY/CONCRETE BY 07HERS 8 WOOD—cl IX BUCK BY OTHERS. SCREW EXTERIOR HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 7/16" MIN EDGE DISTANCE 3/16- TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD AUNNOORYKBUCK AVSTALLAMN HOOK STRIP INSTALLATION MASONRY. DONCRETE 1 1/4• MIN. METAL STRUCTURE EMBEDMENT BY OTHERS 8 WOOD WOOD TRIM SCREWBYOOITNHERS INTERIOR TRIM 1/ 4" MAX 1 3/8• MIN. F SHIM SPACE EMBEDMENT INTERIOR 7/ 16- MIN 7 - EDGEDISTANCEANTERIOR EXTERIOR VERTICAL CROSS SECTION WOODFRAM" OR 2X 8UCK INSTALLATION FOA SILL INSTALLITIONSEESHEETS!•B. HOOK STRIP HOOK STRIP S10 Wo00 S10 SELF DRILLING SCREW SCREW PANEL SaERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRAP INSTALLATION HOOK STRIP INSTALLATION EX BUcJoV- 1 DD FRAMWO METAL STRUCTURE MI WINDOWS AND DOORS LLC o i 1001 W. CROSBY RD `\,\, 9 CARROLLTON. TX7SO06 = ,•\CENg _1p SERIES 420 SOD REINFORCED WITHOUT ADAPTER ;*• o •= NOTES: 96" z 96" ETAINAILFIN dHOOK INSTALLATIONDo T,••T.UNEbRANDEXTEORFlMSHES, BYOTHEAS. NOTSHOWNFORCLARUTY. = APiMtAETEAAND JOAVTSEAL4Af 8YO7NER9TOBE otiy rev i' ','Q•[pRIOA•: OESfONEDMACCORDAAfCEWRfIASTNE2fiY V.L 08-02249 A /,sip/ •-• EaG` sxc — a1FF.T NTS 10/ 30/13 10OF10 1/2" MIN. aft A"ntD m EDGE DISTANCE A ADDED CMAR15 03/06/12 R.L B RP41SO PER NEW TT M C 10/15/13 R L 1 3/8- MIN. C ADDED FLANGE INSTALIATIONS 12/06/13 R.L WOOD FRAMING EMBF MENT OR 2X BUCK _ BY HERS 1 3/8- MIN. 1 /4' MAX. 71/4, EMBEDMENT r SHIM SPACE MAX. I I f SHIM INTERIOR J f10 WOOD SPACE 1/2" MIN. SCREE/ EDGE DISTANCE 0 EXTERIOR INTERIOR rol 10 WOOD SCREW SILL TO BE SET IN 10 WOOD A BED OF ION AD 116 SCREW CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 EXTERIORFORSILLOPTIONS WOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCKih _ I BY OTHERS WOOD FiLif'ONGOR2XSUCK INSTALLATION 1 3/8' MIN. EMBEDMENT VER77CAL CROSS SECTION WOOD 17MMWG OR?X 8UCKlNSTALLATTON MI WINDOWS1001 W. CROCY OORS LLC SBRD ``` JSt1 111i10 f CARROLLTON. TX 75006 v\OENB,; 4P SERIES 430/ 440 XIX SGD =*• D 1 *= N07ES: 143" x 96- REINFORCED - 1.INTERIORAND VOERIORFWISNES.BYO HEA& FRAME INSTALLATION DETAILS - ,TATE OF NOTSHOWNFOACLARnYRev 2PERfMETERANDJOINTSEALANTBYOThERSTOSE 08- 00503 C DESIGNED INACCORDANOEP4MASTME2112 sAUNTSWE 02 23/09 °W3 OF 9 /7IIIIt METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., I. INTERtoRAND EXTERIOAFNNSHES, BY OTHERS NOT SHOWN FQR CLARITY 2 PERIMETERAND.IOAVT SEALANT BYOTHERS TO SE OES4NED IN ACCORDANCE WRH AMU E2119 1 /4' MAX. SHIM SPACE I 7/8" MIN. 10 SMS OR CODE DISTANCE SELF DRILLING T - SCREW INTERIOR #10 SMS OR SELF DRILLING N SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE iUAL METAL STRUCTURE SEE SHEET 2 ErY OTHERS FOR SILL OPTIONS 1 /4' MAX SHIM SPACE 3 INTERIOR EXTERIOR av deertwron Cox Apmw- A ADDED CHARTS 03/06/12 1 ILL. 0 REVISED PER NEV TEON42 10/13/13 R.L C AOOED FLANGE INSTALLATIONS 1 12/08/13 1 RL Dr -clo JAMB INSTALLATION DETA2 METAL STRUCTURE INSTA ATTON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS 06.rtt owe NG. F.A. 08-00503 NTS lum 02 23/09 16mwr4 OF 9 R } TLfO/ 1 tpEIVB'F,P i BE OP ;. C CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT EXTERIOR VERTICAL CROSS SECT ON CONCRETSUASONRYINSTALLA7f0N 1 1 /4' MIN. EMBEDMENT T 2 1/2' MIN. EDGE DISTANCE 1 /4" MAX. J SHIM SPACE 3/16• TAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS INTERIOR SILL TO BE SET IN A BED OF VULKEM 118 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE RE11190l14 RLV DLLO VfION DATE ATROT[D A ADDED CHARTS 03/06/12 R.L 9 R57SED PDR NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 RL 1/4' MAX. SHIM SPACEI- IAMB INSrALLA77ON DETAIL OPTIONAL 1X BUCK CONCRETEMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTE£ 1. INTERIOR AND EXTERIOR FINISHES. HY OTHERA NOTSHOWN FOR CLARITY. P. PERIMETER AND JOINT SEALANTBYOTHERS 70 BE DESIGNED W ACCORDANCE WITH ASTM at 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS DAWN: DxV Na F.A. 08-00503 iMi IMZ I DATE. 02 /23 /09 —5 OF 9 JET Q9. RExslas 1/2' MIN. Rev oEsrnwna a1E .PPR&W EDGE DISTANCE A ADOED CHARTS 03/00/12 Rl B REv6ED PER NEW TESTING 10/13/IJ R.L 1 3/8 MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 ILL 000 FRAMING EMBEDMENT OR 2X BUCK -_ BY OTHERS 1 3/8' MIN. 1/4' MAX. 1/4' EMBEDMENT SHIM SPACE SHIM F S— INTERIOR o 1/2MIN. f10 WOOD EDGE DISTANCE SCREW O EXTERIOR INTERIOR 10 WOOD SCREW 10 WOOD SILL TO BE SET IN SCREWABEDOFVULKEM116 CONSTRUCTION ADHESIVE OR EQUAL WOOD FRAMING i SEE SHEET 2 EXTERIOR OR 2X BUCK FOR SILL OPTIONS BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR2XBUCK INSTAUATION 1 OR 2X BUCK BY OTHERS 1 3/ 6' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTAuATTCIV NOTES: ANTERIOR AND OCrMORFINISHES. ByOTIfCM NOT SHOWN FOR CLVM. 2. PERIMETER ANDJONvrSEALANT BYOTHERS TO BE DESIGNED INACCOROANCE WTH ASTV EV 12 MI WINDOWS AND DOORS LLC loot W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/" 0 XIX SOD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS Mom OVAD N0. F.A. 08—o0503 SCAE NTS — 02/23/09 —6 OF 9 J\StiR 1 f t JO/i METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE OR 7/g1 MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4' MAX. r SHIM SPACE F3 INFERIOR FIZVW>u nEv a0mun" DATE OPAO= A ADDm CHARTS OS/D5/12 R.L 9 RMED PER NEW TE51T11G 10/15/13 P-L C ADDED FUWGE INSTALLATONS 12/08/13 R.L. It SILL TO BE SET IN LJ A BED OF VIILXEM 116 CONSTRUCTION ADHESIVE Rio SMS OR OR EOUAL METAL SELF DRILLING STRUCT IRE SCREW BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS JAMB INSTALLATION DETAIL BY OTHERS METAL MIJOTUREINSTALLA77ON VERTICAL CROSS SEC77ON METAL STRUCTUREINSTAUA17CN NOTES: T. INTERIOR AND EXTERIOR FINISHES. BYOTNERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERSYO BE DESIONED IN ACCORDANCE WIT HASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/4AD XIX SGD 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS I": TIW No F.A. 08-00503 V-" wm rum 02/23/O9 IPW7 OF 9 Of C'EN8F9 irMAW OF ; REva aRs 2 1/2' MIN. AW DCUXPT x om ARRCA:o CONCRETE/ EDGE DISTANCE A ADDED CRAM 03/00/12 R.L. MASONRY BY OTHERS B REVtSED PER NEW TESTING 10/15/13 R.L 1'•,., .• 1 C ADDED FLANGE INSTALLATUWS 12/06/13 R-L 1/4' MIN. EMBEDMENT 1 1/4' MIN. 1/4MAX. u EMBEDMENT SHIM SPACE OPTIONAL 2 1/2' MIN. O IX BUCK EDCE DISTANCE '•'r ° (NTERfOR TO BE PROPERLY • 1/4' MAX. , SECURED SHIM SPACE O E NOTE 3 3/16' TAPCON SHEET 1 3/ 16' TAPCON ; CONCRETE/ MASONRY EXTERIOR INTERIOR BY OTHERS 3/ 16' TAPCON • . SILL TO BE SET IN EXTERIOR A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOLIAL oPnoNAL ix BucK JAMB INSTALLATION DETAIL TO BE PROPERLY 0ONCRETEMAS0NRY/N5TALLA77ON SEE SHEET 2 SECURED FOR SILL OPTIONS SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE BY OTHERS _r NOTES.` 1/ 4' MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR OLtRITN I , ,. P. PERAfETERANDJOINT'SEALANTBYOTHERSTORE t • DESIONFOINACCORDANCEWITNASTAIEY112 VERTICAL CROSS SECTION 2 1/2' MIN. CONCRE1FAWASONRYWSTALL4TION EDGE DISTANCE MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96 REINFORCED FLANGE INSTALLATION DETAILS DRAW. OMC fm. F. A. 08-00503 4z NTS — 02 23/09 —8 OF 9 v • OENSF:gO 0 T OF ; T •/ fa111A• 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/OONCRETE BY OTHERS HOOK STRIP --- 1 1 /4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE. PROPERLY SECURED 3/l6" EXTERIOR s===?) -- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCREM INTERIOR TRIM 13/e- MIN. EMBEDMENT HOOK SMP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2XBUCK45,Wa FRAMING AEV omanoN DATE wvaovm A, ADD}a C11AR15 03/06/12 R1 B RNUED PER NEV TCSTWG 10/15/13 R.L. C AWED FIANCE INSTALLATIONS 12/06/13 1 F.L. METAL STRUCTURE BY OTHERS TRIM - INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOKSTRIP INSTALLATION METAL STRUCTURE NOTrs: 1.IMERIORAND SMRIORFINISHES BY OTHERS. NOT' SHOWNFOR CLARITY: Z PERIME7ERAND JONrSEALAM' BY OTHERS TO BE DEMONED INACOORDANCE M MA67M E2112 MI WINDOWS AND -DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SOD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS OIMN* fAVO N0. F. A. 08-00503 E Ian 02/23/09 'N-9. OF 9 OF Florida Building Code Online Page 1 of 3 E:ap oa o,raalh.p 'tc w Bus nes & Profe si,onal Regulation 3 4x ''/r l -' ;1_ I r". 1 7 "' _ r tz i II1_;:. rimvinc ir: incur co n; ernonrsioFi ,cq tacr,oerF UW DepmbTOV BaS Mine Log In User Itephtntlan Hat TOPICS briusines 1 o %r r Product A 1 . 1 J lkcncLburW Fr JrehJ. ApONOtIon LIM > APPOICatIon Detail FLIS332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 6S0 West Market Street Gratz, PA 17030 717) 36S-3300 Ext 2S60 bsitlinger@mlwd.com Authorized Signature Brent Sitlinger bsltlingerQbmiwd.c»m Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardeopy Received Florida Engineer or Architect Name who developed the Luls Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201S Validated By Steven M. Urich, PE 0 Validation Checklist - Hardeopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 200S F111 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 the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes ONo ON/A https://wv,w.floridabuild ing-orglprlpr_app_dtl.aspx?param=wGEVXQwd)gtH8572gvdWl... 8/31/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Data Validated Date Pending FBC Approval Date Approved Summary of Products FLIS332 RZ CDC FLIS332-COMP.Ddf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 FL # Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 RZ II 08-00500C.ndf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressurai N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510807B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"X80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLI.5332 R2 It 08-00498C.odf Approved for use outside HVHL• 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 FLIS332 R2 AE 5108058.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1.5332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 If 08-02248A.odf Approved for use outside HVHZ Yes Verified By: Luis Roberto Lomas 6251.4 Impact Resistant: No Created by Independent Third Party: Yea Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1032.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-02249A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512969A.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use In HVHZ-, No Approved for use outside HVHZs Yes Impact Resistant: No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZr Yes Impact Resistants No Design Pressures N/A Others REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED XXX 143'(96' Installation Instructions FLIS332 R2 II OB-02250A.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES 420 REWORCED ALUMINUM SGD OX, XO, XX 96"x96' Installation Instructions FL15332 R2 11 08-00499C.Ddf Verified By: Luis Roberto Lomas 62514 Created by IndependentThlyd Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use to HVHZ: No R15332 R2 II 08-OQ501C.odf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant,. No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FIA S3 R2 AE 510808B.tldf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 4301440 ALUMINUM SGD XXX 143'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ- No FLIS332 RZ It 08-00502C.rdf 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 FLIS33Z R2 AE 5108098.odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143'X96" Limits of Use Installation Instructions Approved for use to HVHZ: No F11S332 R2 n 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Isnpact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RZ AE S10810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes rk Rest Centre Us :: 190 North Mom Street. Tallahassee f132329 Phone: AS0487-Ie24 The State or florets Is an AAMEO.mptorer. r_.mftht 2007-2013 Stern of Flo&&.:: is t :: RaMe Statement Unda Ronda raw, eman addresses are pubic records. It you do not want your e-mail address rel—d In response to a public -records request, do not and decOonk cods to this dressy. Instead, contact On anlos by phone or by IradMonal mail. It you rave any quest1cm please contact IIS0.467.139S. Thunant tD Section 455.275p)r Florida sutute% dOctober ober1. 2012, Ikertes nAcereedumla in Chap45s, P.S. must Provide the Departamit with an emall address It they have one. Tho emsAs provided may be used for official commudneoo with Uw llclmsk ""ever em.A addreasm bra public record. It you do not wish to supply a personal address, pleas& povlda the Deparlmart wMh an *mail address which can be made avollaWs to the public. To determine If you are a Ikanee under Chapter 4S5, F. S., please cld:hKL. Product Approval Accept a Credit rC a- https://www.floridabuilding. orglpr/pr_app_dtl.aspx?param=wGEVXQvADgtl48572gvdW]... 8/31/2015 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 RESPONSIBILT Y OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CDNCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THEE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVc SYSTEM IS REQUIRED 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 N.0 DO NOT REOUIRE WATER INFILTRA71ON RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/15- 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 M=TAL STRUCTURE USE f1D SANS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S 4DWH IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENE4S 10 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 GRAVIIY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TY'E 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-TS 1/8• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP. PX. XIP, PD( TABLE OF CONTENTS - - SHEET NO.1 DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO I Ar I ocmRprow I OATt I APPRMD 1 I A I ADDED FLANGE A.YD FIN WSGLIATIDN 112/10/13 I R.;. SIGNED: IW612013 MI WINDOWS AND DOORS LLC o%liINIF/ll" l i1001W. CROSBY RD CARROLLTON, TX 75006 t • d 6EN',q-.9 y 0 yc' SERIES 42D SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES y E pF {+r iOF•R ORlO? • `: oeAwc 70 w. A_v V.L. 08-02249 A Po'" t t\`\ NTS DA'E 10/30/13 IN— I OF 10 96- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED SENCHOTRS PER LOCATION FOR NUMBER OF LOCATIONS REQUIRED 6- MAXr 6• MAX IB• LAX AME IGHT L 8• MAX 6- MAX SERIES 420 SOD REINFORCED WITHOUT ADAPTER DESIGNPRESSURERATOVG IMPACTmms t35 OPSF NDNE W1TN24132• SILL EE CHARTS Pl AND/2 FOROTNEA UNITS RATINGS DESIGN PRESSURE RATWO IMPACT R477MG 25. 0/-28.6PSF NONE Iffm t-v1'sn L SEE CHARTS As AND 04 FOR oTHER UN?S RATLWS CHARrf1 W1712-=' S/LL WHOW WATER INRLTRAnomRESISTANCE1SREQUIRED. Doll n pAw mo Chart OL14 Skas net and Tbtal Ratne Asftht 10. 0 a/A 4" 1 4a0 a 7to0 e4a0 1R00 Pea N•! Pa I Np Pa. I -to as p f40 10.0 60A 40A eaa 4oA 4 0 a a 2 1 4aA a0D 43A Sao LO 48.13 a0b 1 a7.1 OLO 40.0 1 alb 431aa4 at0 a 0 CHART 02 W W a-11S2'SILL WHERE WATER JUALTR477ON RESISTANCE IS MaT AEOUIRED. SEE NOTE 9SKEETI Deslon Pnamua Chart Rase stric" Panel wd Total fts0a m P1) Soo laAo 7Ra rzoo 410 00 1 4" 1L00 PCs Megas Nto as Np Pm p a" LA 1 42.0 ee AaAA 9a0Aa0.4 szo 52A aaA A 4/b a .1 1 A 4 3SA REu st" cEopmu ORR APNIWm ADDED FIANOE AND FIN INSTALLATION I 12/10/13 Ftt. CHARTit) Wrrm I - r1r Stu WHERE WATER INF27RAT iON RESISTANCE 1S REQUIRED. Dedge Presw/ e Chen (ps0 Shos, Panel and at Rwm wan Rene Ntha Sao aaao aR ta0 UA Oa 48. 0 ae PCs I Mep I PCs I Neg I pos 1 Np I m I OW49, Ko 26. 0 47A 2S.0 1.7 2SA S7A da 34A 013 2SA 222 0a0 ZLD 4aA la0 40J 2Ro 3.4 0 A CHART f4 WITH 1- 112. SILL WHERE WATER INFILTRATION RESISTANCES NOT AEOUWEO. SEE NOTED SHEET Y GNARrA7 Design ensruro ! hart (ps1) B 11aa1 a Tau Raero a a 1A rza0 42a I 41.0 QLAO POt Np Pm Np o qb 4 b 41.7 J 37.434.4 a%# 42A 42A a 2 ASao o. umatrorinrhorlooaana raadrad aMmob aianarootPMM n A- 10. a1 3&0 QA 1 WA h) ao, 0 laA NtS A NRt O Na6 TIED! Na3 WA 1 e e a t 1 l:o a e s a a s It e lio 4 s 6 a 8 e e e A 4 e e a 0 e e e MI WIN OS AND 00WW. CROSBY RROS LLC CARROLLTON. TX 75006 1R I IL p pEN; 9d1 SERIES 420 SGD REINFORCED WRHOUT ADAPTER 96•S Qleo. X(.9x ELEVATIONQ TAT OF • i= Z0RV "'*,A l 70fH1AtCE1 \\ muwK V. L 0e0 08- 02249 ep slca Q erlcw1e10/30/13 2 OF 10 1 A FF HE 86` MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED B- MAX 6• MAX 6' MAX 6` AX AME GHT 6` MAX SERIES 420 SGD REINFORCED WrTHOUT ADAPTER ET7ERIOR VIEW OES/ON PRESSURE RATING IMPACT RATM O f35.OPSF NODE WITH mlSILL SEE CHARTS CI AND 02 SHEET 2 FOR OTHER UNITS A47INSS DESIGN PRESSURE RATING IMPACT RATING 25.0/28.6PSF NONE WITH I-W SDl SEE CHAR73 03AND 94 SHEET2 FOR OTHER UNITS R47YAGS 0lsarrwx DAME I APPW4D ADDED FIANM AND FIN INSTAUATION 1 12/10/13 IR.L CHART i6 NamDai e/aallor IecaOeasrpapatl sft%PoMI and Total U•d1AA01(h) Frme H tool 00 mo Sao ao 41.0 ino IL? lame 72o Hie haM 6L0 Nat kn* 66.0 Nit .1me 6•,0 e s e e e 6 1 e 66A 1 6 S 0 6 B 6 6 ezo 6 6 e 6 e e e ono 4 6 6 6 6 e a e 5 3/B' —1 2' 2 i/32` SILL AWMINUM 606:T5.055THICK 5 3/8' -- 1 1I/2• 1 1/2' SlU AWMMI M 6069.T3.055 THICK MI WINDOWS AND DOORS LLC X01IIIIIII// R. 1001 W. CROSBY RD CARROLLTON, TX 75006 5 .. 'If v GENS sir SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1t• 0 * = 96' x 96' FIN ELEVATION BTATE OF , opwouV.4 I vac M. 08-07.249 I A AU NTS lum 10/30/13 —3 OF 10 III1 1/2- MIN. 1tC61D16 etv OLs01rPt1Gh ale A*rrtuvFa EDGE DISTANCE A ADDED f1ANGE AND RN INSTALLATION 12/10/13 R.L. 1 3/8" MIN, WOOD FRAMING EMBEDMENT OR 2X BUCK i BY OTHERS MAX. t0 WOOD SHIM SPACE 1 3/8" MIN. ' MAX. EMBEDMENT SPACE SCREW rrsliL INTERIOR 1/2" MAN. EDGE DISTANCE 11 410 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR U-U LLJJ INTERIOR VERTICAL CROSS SECTION WOOD ALIMING OR 2X BUCKVSTALLATION NOTES: 1. INTERIOAAND EXTERIOR FINISHES. BYOTNERa NCiSHOWNFOR CLAATTY. 2. PEwuETERANOJOINTSEALINTSYOTHERSTOBE DESIGNED W ACCORDANCEW MASTM E21 T2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESNE OR EQUAL FE SHEET 3 OR SILL OPTIONS WIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOO REINING OR 2X BUCK WSTAIATX)N MI WINDOWS AND DOORS LLC 711"'to ii 1001 W. CROSBY RD J S pEN 4i CARROLLTON. TX 75006 0 SERIES420SGDREINFORCEDWITHOUTADAPTER98" x 96" FRAME INSTALLATION DETAILS 1;E OF O•. e` •, ORlO: G O1uneoono"Ay 08' as A ViiSYOMA 1T- R,e NTS10 30/13 4 OF 10 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SEIF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCRIREJNSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLAR/T1: 2. PERIMETER AND JOINT GEA ANT BY OTHERS TO BE DESIGNED W ACCORDANCE WRHASM E2112 L TO BE SET IN BED OF VIILXEM 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS I-- 7/8- MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS lavmow 11LV D60U TOM atR N 1R "o A ADDED FIANCE AMP FIN INSTALLATION 12/10/13 FILL 1/a' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL GTRUCTURE/NSTALLATION Mf WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" z 96' FRAME INSTALLATION DETAILS DOM ovc y,L, 08-02249 i .. NTS d''rE 10/30/13 imims OF /D lllll//j _ IelvsR9 1•r ATE OF '_row 2 1 /2' MIN. FMASVA av ° aft opww EDGE DISTANCE A ACOm RANCE AND FIN LNS WATION 12/ID/13 R.L. 1 1/4' MIN. a• .:. : a:' EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL IX SUCKBE T— 2 1/2' o 1 /4.' MAX. I SHIM SPACE WTERIOR PROPERLY MIN. SECURED EDGE y SEE NOTE 3 SHEET 1 DISTANCE I Q rF 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 3/16' TAPCON 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR LL U LL_U INTERIOR r SILL TO BE SET IN I CONSTRUNC_TION ADHESIVE OR EGU SEE SHEET 3 OPTIONAL 1X BUCKFORSILLOPTIONS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE1mA9ONRY WSTAU AT XW r I NOTES: E.., 1 1/4' MIN. 1.W7EMORANOEaER10RRNISHES,BYOTWR3. EMBEDMENT NOTSHOWNFORCLARITY PERIMETER a• .• d • NED AWCCORDANCEWITHASTMOTNERSTOBEDESIGa' L• 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION frig WINDOWS AND DOORS CCONCRETFAAASONRYINSTAUATION RD s1R"xo CARROLLTONRTX 7S008 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96"x 96" FRAME INSTALLATION OETAILS DFV-Aie w` V.L o>c 08-02249 D'/ F SORI G` 1 11111MSc" — SCU ` NTS 10 30 /3 6 Of 1O WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMINL OR 2X BUCP BY OTHER! I" MIN. DISTANCE 1 3/8" MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR U-JJ Il._1J INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. NTER/ORAND EXTFA/OR FINISHES BY OTHERS, NOT & OWN FOR CLAXTY. 2 PERIMETER AND JOINT SEALANT BYOTHERSTOBE DESIQNED IN ACCORDANCE WITH AST U E2112 T- 1 3/8- MIN. EDGE DISTANCE 0 BE SET IN OF VULKEM 116 10 WOODRUCTIONADHESIVE UAL SCREWS SEE SHEET 3 FOR SILL OPTIONS MIN. LENT WOOD FRAMING OR 2X BUCK BY OTHERS RMW5 ocsmrnal I CAU uvlevam ADOED PLAICE AND FIN INSTALLATION 12/10/13 RL HIM MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMWO OR 2X BUCK WSTALLATKNV MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 750D6 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96" FLANGE INSTALLATION DETAILS DOM V.L. 08-02249 scut NTS I aTE 10/30/13 -*w7 OF 10 r, E rrsfigs y METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE rf , g10 SMS OR SELF DRILLING SCREW INTERIOR SET IN WLKEM 118 ON ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR F]NISFIES, BY 07NEOM NOTSNOWNFOR CLAR/I1: 2. PERIMEFERANDJOINT SEALAA/T BY DTHEFLS TO BE DESIGNED INACCOROANCE IVIWAS7M E2112 AML010 RLv afsanrtoN a1C ArvlmNm A ADDED FLANGE AND FIN WSULIAMON 12/10/13 RLL 1/4• MAX. SHIM SPACE 7/8MIN. INTERIOR EDGE DISTANCE 1.. III illltl 110 SMS OR SELF DRILLING SCREWS EXTERIOR METAL _ B STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION ail WINDOWS AND DOORS LLC 1001 W. CROSBY RD f,9• CARROLLTON. TX 75006 v,•y CENS : v SERIES 420 SCp REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS TAT OF R10G` FSSorc08- 02249 O J//IIIII(Alltt\\ atNTS01n10/30/13 mw8 OF 10 2 1/2` MIN. RE IOHS FtW TmxrmN one opwm EDGE DISTANCE A ADDED FIANCE AND RN INSTAUAMON 12/10/13 ILL 1 1/4" MIN. EMBEDMENT 1 1/4` MIN. CONCRETE/EMBEDMENT MASONRY 1/4` MAX. BY OTHERS SHIM SPACE ownONAI"' BUCK To BE 2 tN. 1/4`MAX1XSHIMSPACE INTERIOR PROPERLY 1EXTERIORN MIN. I SECURED EDGESEENOTE3DISTANCEa'SHEET 1 3/18` TAPCON 3/1B" TAPCONCONCRETE/MASONRYDBY OTHERSTERIOR SILL TO BE SET IN DL A BED OF VULKEM 115 CONSTRUCTION ADHESIVE EXTERIOR 3/16` TAPCON OR EQUAL SEE SHEET 3 JAMB INSTALLATION DETAIL MASONRY/ FOR SILL OPTIONS OPTIONAL IX BUCK COlICRETFJMASONAYMISTALLATION CONCRETE 70 BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET t s .•— NOTES 1 1/4" MIN. 1.DOM710RAAIDEXTERIOR F1MSNES,BYOTHER4 EMBEDMENT NOTSMOWNFOR CLARITY. t 2. PERIMETER AND JONT SEALANT BY aTHERS TO BE e' • • ,, d DESIGNED OJ ACCORDANCE WITH ASTM E2112 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION LL 1tti l rrrr ANDOODRSLLCMIWIN001WW. R•`•L0-%i CONCRE) E/AIASONAY/NSTAAT70N CROSBY`\ J g CARROLLTON, TX 75006 v •GENS•:1' SERIES 42D SGD REINFORCED WITHOUT ADAPTER Z'14• 9T 96 y (i! • FLANGE INSTALL LATIOO NDETAILS •p , AT OF own N7 REV DRAM 08-02249 A srruz NTS d`m 10/30/13 104279 OF 10 MAX Imv ofacllvlod WE lPPRWEJ WOOD FRAMING SHIM SPACEHIM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL BY OTHERS r INTERIOR 1 5/8` MIN. EDGE DIST. A ' 1 TRIM a 1 1/4• MIN. MIN. IN. EMBEDMENT INTERIOR : EMBEDMENT MASONRY/CONCRETE BY OTHERS - 18 WOOD 1X BUCK BY OTHERS, SCREW EXTERIOR HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 7/16• MIN EDGE DISTANCE 3/16- TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FP"NGOR2000IUCKWSTALLAWON HOOKSTRIP INSTALLATION MASONRYZONCRETE 1 1/4• MIN. METAL STRUCTURE EMBEDMENT BY OTHERS jI8 W000 W000 SCREW BY OTMHERS INTERIOR TRIM TRIM 1/4" MAX. 1 3/8' MIN. I SHIM SPACE EMBEDMENT INTERIOR 7/18• MIN I - EDGE DISTANCE HOOK STRIP HOOK STRIP WOOD SELF DRILLING SCREW SCREWSCRSCR PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2UX BUC1fANOOD 17fAMW0 METAL STRUCTURE MI WINDOWS AND DOORS LLC N 1R j!o4fVERTICALCROSSSECTIONtoolW. CROSBY RD ,? • • • • . CARROLLTON, TX 75006 .,•CENgF sue, WOOD FRAMWOOR2XBUCKWSTALLATTOM FOR 62LINSTALLATION SEE SHEETS 4.0. SERIES 420 SOD REINFORCED WITHOUT ADAPTER ;* aJy R = NOTES 96" x 96" 9+"a= 01. rNTERroRAArDExr>:RroAFlNrsrrES erOTHEAs, NAILfIN &HOOK INSTALLATION DETAILS TA OF ; .0 NOT SHOWN FOR CLARfTY. 2. PERIMBTEAANDJOWTSEALANTBYOTHERSTOBE pRyp vNc Ha aEv .0R14P•. ss ONA DEWGAMINACCCRDANCEMMASTME21f208-02249 A V NTS an 10/30/13 0210 OF 10 11EaG\ WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW l10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR ZX SUCKINSTALLATION NOTES., 1.INTERIOR AND F.MMORFWISHES BY OTHER$ NOTSNOWNFOR GARITY. Z 'ERIMEIERAND JOINT SEALANT BY OTWAS TO BE DESIGNED 94ACCORDANCE swM ASTM CZI12 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW LL TO BE SET IN BED OF VULKEM 115 NSTRUCTION ADHESIVE 2 EOUAL r- SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK I BY OTHERS 1 3/8, MIN. EMBEDMENT en otarxomla+ aft .roieovm A ADDED CHAR15 03/00/12 R.L ERBREVISEDPs NEWESTITNG 10/15/13 R.L C ADDED FLANGE INSTAUAT10N5 1 12/06/13 JILL 1 /4- MAX. SHIM SPACE J JAMB INSTALLATION DETAIL WOOD FRAMING ORZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS MOW. Ptl0 fq. F.A. 08-00S03 MILL NTS 10AW 02 23/09 0=3 OF 9 n f6JK n.-I METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SEC77ON METAL S711UCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYO7HER$ NOT SHOWN FOR CLARrM 2. PERIMETER AND JOINT SEALANT 8YOTNERS'r0 BE DESIGNED IN ACCORDANCEYMAS71W 22112 1 /4- MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 7/8" MIN. EDGE DISTANCE 10 SMS OR SELF ORIUINC SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE MAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1 /4- MAX SHIM SPACE INTERIOR EXTERIOR av ot e nan are AVPa000 A A00m CK*M 03/06/12 RL 8 RFASM PER NEW TESRNC 10/13/13 R.L. C ADDED FLANGE INSTALLAMONS IZ/06/13 ILL JAMB INSTALLATION DETAfL METAL STRUCTURE INSTALLATION Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAW NIC NO. F.A. 08-00503 MAX NTS — 02 23/09 --4 OF 9 v ."GEN'Sd 9d CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1 /2' MIN. EDGE DISTANCE a.. ..• _ 1 1/4" MIN. J EMBEDMENT EXTERIOR 1 1/4' MIN. EM B{E-DMENNT f 2 1 /2' MIN. EDGE DISTANCE 1 /4' Mm. J SHIM SPACE 3/16' TAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS INTERIOR SILL TO BE SET IN A BED OF VULXEM 115 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS T O • ; 1 1 /4' MIN. 4.• EMBEDMENT VERTICAL CROSS SECTION CONOWrIS ASONRYINSTALWTION 2 I/2' MIN. EDGE DISTANCE REnmNs REV DE6Q11VIION CATE AP xOVED A ADDED CHARTS 03/05/12 FILL B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FUNGE INSTALLATIONS IV05113 Rl 1 /4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEAIASONRYIN5TALLA77ON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. WMRIOR AND EXTERIOR RMSHES. BY OTHERS. NOT SHOWN FOR CLARITY. 8 PERIMETER AND OWYSEALANT BYOTHERS TUBE DESIGNED W ACCORa4NCE WITH ASTM EZf 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS mu"; ovro Na F.A. 08-00503 i—mi myq I Datn7/73/e9 l9ms OF 9 J. EN. v,•v G S.F;,c 0 6 E OF i%S4ONA Xv\ 1000 FRAMING IOR 2X BUCK BY OTHERS If10 WOOD SCREW EXTERIOR III10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. t EDGE DISTANCE 1 3/8' MIN. EMBEDMENT MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION W000 FRAMING OA2X BUCKINS7AU ATION NOTES T. INTERIOR AND EXTERIOR FINISHES, BY OTHER$ NOT SHOWN FOR CLARITY. 2 PER/METER AND joimT SEALANT BY OTHERS TO BE OESIONEO INACCORDANCE WITHASTM E2112 1 3/8' MIN. EMBEOMENT i 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING 1 OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT AIL..... 1/4' MAX. I SHIM SPACE NE1440t6 REV Of9LAR110M OM •PPRWED A ADDED CHARTS 03/06/12 ILL B REA6SM PM NEW TEM040 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL WOW FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 450/"0 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS ORA11N Olm N0. F.A. 08-00503 suss: NTS — 02/23/09 —6 OF 9 ENgp'9di S6tATE OF ; w F OR% • N ONA E*G\ METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES T. INTERIOR ANO EXTERIOR FINISHES, 6YOTNERS, NOT SHOKW FDRCLARITY 2 PERIAIE7FRANO JOINT SEALANT BY OTHERS TO BE OEBIONED INACCORDAVCE "MASTM E2112 1 /4" MAX. SHIM SPACE I OR LUNG E D MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULXEM 116 RUCYION ADHESIVE IUAL METAL' STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS 1/4• MAX. r SHIM SPACE FINTERIOR FMWMxf REV OC>wimnN OMC Y7APIm A ADDrD CMARTS 03/06/12 R.l. B REYISD7 PER NEW T07M 10/13/13 R.I.. C ADDED FLANGE INSTALLATIONS 12/00/13 ILL D OCMRIOR ? JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 J,••••• Dy6 51SERIES430/440 XIX SGD*• 143' x 96" REINFORCED c e FLANGE INSTALLATION DETAILS STATE BOA; A Alii14A} 1, mww: aro 08-00503 sr • uTc um 02/23/o11 7 OF 9 d aevapRs 2 1/2" MIN. av a[snvtm o aPamho CONCRETE/ EDGE DISTANCE A ADDED CHARTS 03/00/12 R.L. MASONRY BY OTHERS B REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE WSTALlAT10NS 12/06/13 RLEMBEDMENT11/4' MIN. 0 1 1/4, MIN. 1/4' MAX. EMBEDMENT SHIM SPACE OPTIONAL BUCK qk* A 2 1/2' MIN. 1X EDGE DISTANCE INTERIOR TO BEPROPERLY MAX. SECUREDPACE E NOTE 3 3/16' TAKOH SHEET 1 6- TAPCON 11 11 II II EXTERIOR 3/18' TAPCON -\ MASONRY/ CONCRETE BY OTHERS INTERIOR CONCRETE/MASOI BY OTH SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS s • • 1 1/4D' MIN. fA18EMENT a' VERTICAL CROSS SECTION 2 1/2' MIN. COWGRETEAWOHRYWbTALIATION EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL ODNCAET EW SONRY INSTALLAT/ON NOTES: 1. INTERIOR AND EXTERIOR KNISHES. By OTHERS. NOTSHOWN FOR OLARRY. P PERIMETER AND JOINT SEALANTBYOTHERSTOHE DESIONEDW ACCORDANCE WITH ASTM E2112 All WINDOWS AND DOORS LLC W1001W. CROSBY RO CARROLLTON. TX 75006 61R ICo% J\•' t.. L r, `\G 0SERIES430f440XIXSGID x ST REINFORCED143" FLANGELANCE INSTALLATION DETAILS rtOJx o T • = TAT OF tU g1 • jiPFS:20R10PoRAmacnaRN F.A. 08-00503 C d A11a\\\ Sc4L NTS — 02 23/09 MMS OF 9 jTREDGE I d 1 1 /'MIN. INTERIOR EMBEDMENT MASONRY/— B1X BUCK BY OTHERS. HOOK 1X BUCK TO BE• PROPERLY SECURED 3/16• EXTERIOR --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY10ONCRETE INTERIOR TRIM 1 3/8• MIN. EMBEDMENT HOOK STRIP i10 WOOD SCREW EXTERIOR _: `• PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING DmaavnoN Dae wraovlD ADDED CNAM 03/06/12 R.L RVASED PER NEW TCSTWG 10/11/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 1 R.L METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 010 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND S(rERIOR FINISHES BYOTNERS• NDT SHO% W FOR CLAWN. 2 PER/ME7ERAND JOIM•SEA[ANT BY OTHERS Ti)HE DEMONED INACOOAPANCE WMASTM EV 1? MI WINDOWS AND -DOORS LLC ILo 1001 W. CROSBY RD CARROLLTON, TX 75006 v, • • • • •'11y• v,•CENSe S opilSERIES430/440 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS ATE OF ; 40RlOt C2A s7ONA}lti ovAwro FJL Oro No. 08—0¢503 C Wrrc wa D2 23109 9. OF 9 Florida Building Code Online Page 1 of 3 FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved r3 Product Manufacturer T1lenna-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickworwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representable Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. Li Validation Checklist - Hardcopy Received Certificate of Independence F1.15000 R2 COI Certificate Of Indeoendence.odF Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D63S 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida licensed Professional Engineer or Architect FL15000 R2 Eoulv FL - 15000 Eouly of Standards odf https://www.floridabuHding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submltbed Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 05/29/2015 06/28/2015 07/OS/2015 08/19/2015 FL # Model, Number or Name Description 15000.1 a. "Aber -Classic" or "Smooth -Star' 6'8 'Non -Impact" Opaque Fiberglass Door with & without Sldellte(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 H INST 15000.1.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 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of'J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.2 b. 'Flber-Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additonal use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 1S000.3 c. 'Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes EL15000 R2 II INST 15000.3.0f 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 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of'J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Nan -Impact' Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of')" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic' or "Smooth -Star" 8'0'Non-Impact' Glazed Double Fiberglass Door - Outswing Inswing ()0Configurations) https:// www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31 /2015 Florida Building Code Online Page 3 of 3 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 15000.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product partlailars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) Installation Instructions FL15000 R2 11 INST 15000.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5000 R2 AE EVAL 15000.5.Ddf Created by Independent Third Party: Yes 15000.6 I f. "Fiber-Classlc" or 'Smooth -Star' I6 o' NI o- Imps ' Center Hinged hazed Fiberglass Double swIng Config Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 11 INST 15000.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " I" part number doors, which have been stained or painted within 6 months of Installation.) Bark N® Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 650-487-1824 The Stag of Florida Is an AAMEO employer. Ceayrleht 2007-2013 State of Florida.:: Edim y Statement :: Accessibility Statement :: Refund St=bey_! Under Fbdds law, mall addresses are public records. V you do not want your a -mall address released In response to a publlprecords request, do not send electronic mail to this entity. Instead, contact the odke try phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 4SS.27S(1), Flodda Statutes, effective October L 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address It they hm one. The !malls provided may be used for official communication with the elan e. 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 B you are a licensee under Chapter 4S5, F.S., please cilcit lust. Product Approval Accepts: 0 CreditSAFE hops:// www.floridabuilding.orglpr/per app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 THERMAITRU' o THERMA TRU DOORS I IS I140I19MIAI DR.. EDOC/RON. ON 43517 FIBER CLASSIC" / "SMOOTH STAR" TO OUTSWING w/& WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the Sth Edition (2D14) Florida Building Code FBC) structural requirements trtcluding the'tflgh Velocity Hurricane Zone IHVH1). Z Product anchors stall be as listed and spaced as shown on details. Anchor embedment to base material stall be beyond wag dressing or stucco. 3. When used In the 'HW T 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 1iVHT requ ft wind bane debris protection this product Is required to be protected with on Impact resistant covering that compiles with Section I W9.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shill be the some as that shown for 2x fuck mosorvy construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. 7. Outswhg configuration using coastal A Hem #39 under active doors, and all sills used under inactive doors, meet water infiltration requirements forlivHr. Ouhwing configurations using A Item If 19 under the door do not meet the water Infiltration requirements for the IfAir and shag be Installed only In no"obitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A Is less than 45 degrees. 7AMOF COMBr1S SHWO OISCOWN 1 ryplcd akrVd10 t, txelwros &Oetwairwift 2 Ooa defots $t 3 Ow panel detals F bwCk uk 4 swas pow detamta opfing loots s Vddkdaon:ecl V 6 Hatbontalcan sactbm 7 Halb ldctou:ocftV e QU&Arochaft 9 Rana 10 some ondlown it Astroad detab 12 N 01 "atert o a Component: l OSSO' MAX. gY8tA11 fRAMED 5 d SINGLE + 67.0 -67.0 DOUBLE + 47.0 -47.0 +60.0 SINGLE a DOUBLE WITH SIDELUES +47.0 -47.0 +60.0 Wt * 6•?S o i H• . pat ZOO i 4d F 69. SPrkxV, 1 WIDTH60. 0 60. 0 eI: FL- 15000.3 ar - 1- or jZ fill. 55 to 56 EXTERIOR zz, Its E) 36W MAX. w FDOOR INTERIOR PANEL WM 1I HORIZONTAL CROSS srcnoN V DOOR PANEL E cb 8 4M7* t x 1.545- EXTERIOR lbaERIM di-- Ed a a8 LATCH &IOPOORTAHIL ( SL MCIWOOTS11SETAR) STAR) DOOR PANEL Smooth Star Ml A6 wlc 02/24/12 6 HINGE STILE VERTICAL CROSS SEC17ON =kM N.T.S. ( SMOOTH CSOM RAIL STAR) (SMOOTHSTAR)\,2 DOOR PANEL am Br K cm or LFS MAW= In, w FL- 75000.3 ! sw _ 2 w 17 On EXTERIOR 2 INTERIOR 36.WMAX DOOR /I HORIZONTAL CROSS SECTION W. PAHELWIDTH \,2,1 DOOR PANEL 4= 3v— E3113 Olt n- n EXTERIOR INTERIOR Ed e LATCH STILE TOP RAIL FIBER CLASSIC) '-' (FIBER CLASSIC) L mr, DOOR PANEL Fiber Classic 5 00 HINGE — 02/24/1 FIBER STILE OT'O =" N.T.S. CLASSIC) & f( FIBER"CMIC) T"\ VERTICAL SS SECTION1-2 amft JK_! DOOR PANEL cwv_ wt. LFS OFAWM MW FL- 15000.3 SHM 3 INTERIOR INTERCEPT SPACER 40 41 SEE NOTE 1 5" INSULATED GLASS W/ SMC LITE FRAME GLA7ING DETAIL 13.9375" MAX. PANEL WIDTH 7.125 MAX. D.L.O. WIDTH o O o SIDEUTE PANEL Smooth Star w it 1/2" MIN, J3 1PIt31A5S 1/2' MIN. ` 1f.•' GLASS THK 40 GLASS THK. 9 5 t n EXTERIOR 40 1/8' 42 :. t• i it g n n TEMPERED GI TEMPERED 1 I GLASS GLASS r " AIR SPACE Irmo 7/8" 25' STEEL TEMPERED INTERIOR INTERCEPT GLASS SPACER 29 SEE NOTE i 5' INSULATED GLASS W/ PVC LITE FRAME GAZING ncreu SEE NOTE i i \ HORIZONTAL CROSS SECTION 4 SIDEUTE PANEL 2157 Mgr r i '.5W PLASTIC UP 117E FRAME ZPLASTIC UP UTE FRAME EXTRUDED PVC EXTRUDED SMC AIR SPACE 1/8. TEMPERED CLASS SEE NOTE 1 INTERIOR I Ixr CJ L.LJ I 42 S'OEL17E TOP d 807TOM RAIL FINGER JOINTED PONDEROSA PINE, SO-0.43 1 OB 2 VERTICAL CROSS SECTION4-1 4 SIDEUIE PANEL NorE 1. Spacing for Item /29 k J41 (flte frame screws) r I is os follows: From the bottom up on sides: 6.5. with (7) more spaced at 9.875' o.c. there are (2) screws both top and bottom of 2.125' in from each 6 SIDEUTE BLANK SIDE S77LE comer. FINGER JOINTED PONDEROSA PINE. SG=0.43 c C2 oar 02 24 12 sort N.T.S. DVL V`• JK OIL UP. IFS Mom N6: FL- 15000.3 a= _ L OF12. T . EXTERIORSEENOTE2n4C, " (r62)111 PK -__' I : * I ltgi 14 59 rlVERTICAL CROSS SECTION Outswing configuration see r2i notes, sheatl for 'WHOZ water infiltration requirements JK 60 7 JK 4Wd tilt k Q SEE NOTE NOTE, 1. The s idelite 13 direct set Into the iambwith ( 12) item #43 a IS x SEE NOTE 2 GI 2' pfh. wood screw. There are (4) XIWMIOR EXTER10F at each vertical jamb, from the top down at 13.5. 31'. 48.5' & SECTION EXTERIOR INTERIOR 66"' There are (2) at the header 5 Shown x sub —buck at 4' from the outside comers of the frame. there are (2) at the SEE NOTE 2 901, 4' from the outside comers. 2. Optional surface bolt; see design pressure chart sheet 1. INTERIOR aM(OR 42 Z' A'; IA 2! 48 0 52 14 r4_\ VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION Outswing configuration see = ZrqI noes. sheet I for water infiltration requirements JK LFS kutc NOJ FL 15000. 3 1 RIOR 22 45 1101 24 8 7 35 A ice, 27 43 3 y d ttmloINACTIVEAC 7 8 Pi J'. A 10 G1 3333 IL Q. 13 34 VVVjnC0i 4J SEE NOTE i MEMO 9 10 37 18 HORIZONTAL CROSS SECTION r2-'\ HORIZONTAL CROSS SECTION 17 35 45 4 44 36 46 iNTERIO INTERIOR 4 n— EMRIOB 47 ACTIVE 43 SEE NOTE I 34 DETAIL 'A OPTIONAL SURFACE BOLTS IN ACTIVE PANEL C-$INK SEE DESIGN PRESSURE C140M 48 u DOC- 02/24/1214141MR D& PYP) awnN.T.S. I. The sidelite 13 direct set Into the jamb with (12) Item 14,3 a 18 x 2' pfh. wood screw. Dm 9* JK me 3 HORIZONTAL CROSS SECTION There are (4) at each vertical jamb. from the top down at 13.5. 31'. 48.5' & r(,) 66. There iLFS a, are the header of 4' from the outside comers of the frame. there are (2) at the sill, 4* from the outside comers. FL-15000.3 OHM B or -a 48 49 r 13 17 15'MIN. III C SINK n Ed 2 6 s p si l B i 11•' i •'• yrI u a r'• 2 e ai n 000 4.• m• 2a. Cm r•; 1':a:i':ra lfQjE: E E$ Z 1. The sidelito is direct set Into No jamb with (12) a Item 143 a 18 x 2' pfh. wood screw. There ore 13 18 4) at each vertical jamb, from the top down at 13.57, 31', 48.5' & 66. There are (2) of the I-1/4'MIN 21 18 header at 4' from the outside comets of the from&. There are (2) at the sill, 4' from the N outside comers. 1 HORIZONTAL CROSS SECTION 7 48 1-1/4" MIN. IEMB. (TYP) 1 49 a ISM(N GSINK 17 13 45 6 43 e JNTERIO INTERIOR f o 34 LA 4.3 SEE NOTE 1 35 o = z WEBIOR e, 21 sae 02 24 12 = 9 16 43 E N.T.S. °d 10 12 er JK o' 2 HORIZONTAL CROSS SECTION L3 1 HORIZONTAL CROSS SECTON B Or. LFS ; ollalw w.: a 7 7 18 FL-15000.3 a i a< 0 4, 14•8' MULLION SHOWN FOR Y IIMASON7REFERENCEw HEADOPENINGTYP. HEAD MULLION)' JAMBS U SHOWN FOR I REFERENCE 11 II u II II 2X BUCK II n II 0 II ASTRAGAL II SHOWN FOR II II B REFERENCE if II 0 II II 0 II II o II DOUBLE W/SIDFI ITES BUCK ANCHORING MASONRY OPENING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. 2X BUCK edge cWonce to morkir)DIntL Concrete anchor locations noted as MAX. ON CM14W nAwl be adjusted to maintain the trim. edge distance to rn a rfur joIml adrDfbnol oonaate anchors may be required to onpxe the MAX. ON C94W dhiension are not exceeded. Concrete anchor table: E ANCH6* nw TAPCON ELCO ItILMACON91 V, d It,$11111 E Si 5pgcmuii c 4L te zZppin9Qi DAM 02/24/12 SCA" N.T.S. a -MJK as ft US FL-15000.i3 I tl 1 MASONRY OPENING FRAME 2X BUCK DETAIL 3' 9" A" 7-7 T' C. A" 4 3' ' • J r ITT-7 to I_TT to SEE 13 W/2X BUCK DETAIL "2" 13 W/2X BUCK INSTALLATION INSTALLATION 51 W 1X BUCK 51 W/1X BUCK _ INSTALLATION MASONRY TMP. HEAD INSTALLATION TYP HEAD $ OPENING JAMBS g EdoJAMBS _ C _ Typ. _ k UO TYP. FRAME J 2X BUCK SEE DETAIL Q14 TIP. 1^ 14 TYP. .5. SILL _ SEE SILL SEE DETAIL 1 " CONCRETE ANCHOR NOTE: 1. Concrete anchor locations at the comers may be adjusted to maintain the m(n edge distance to marforjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the m(n. edge distance to mortarjoints, addltionaf concrete anchors may be required to ensure the MAX. ON CENTER' dimonsion are not exceeded. 3. Concrote anchor table. ANGH R=: ANCHOR?,>.=.;.KtT 1?:._yiNTNC-uA'R aHc.J•:_ nr N::cte R IVCE Ti!PE:?`.% EMBEQMEM; iii•Ma30MltC:.?: EbGE=i:=:.;--c:.:;:,'ANtHbR•_;:.: 4l,cExr:.>?, ss-_ _: 1TYV TAPCON• 1/4" 1-1/4" 2" 4" ITW • TAPCON 16' 1-1/4' 3' WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum S/e' edge dklonce, I erN wood screws to provent tho spf ft of wood. DETAIL '4' 52 - • 52 TYP. SILL 1 1 — SEE NOTE I — 1 1 VIEW C'- C' 4 VIEW A' -*A* C' A" d d og—F, rrt/111111 p ^m a aaz L y o zu o 03IN, SINGLE Dnog W/SIDELRES 58 59 13 0 30 37 13 DETAIL I. 10 SURFACE BOLT STRIKE 10 DETAIL 3' AT THE SILL 13 W/2X BUCK INSTALLATION t0 60 W/1X BUCK 43 1NSTALLATI0N DETAIL 'S' 30 , 43 5jh (0 0 MIND 13 W/2X BUCK — N.T.S. INSTALLATION M. Qr. JK 31 W/1X BUCK ft Lf5 DETAIL ' a' DETAIL "2• INSTALLATION DR,M 00, ASTRAGAL do SURFACE BOLT FL-15000.3 STRIKE PLATE AT HEAD w B. 7S I •' I I QV1 A. I SEE 13 W/2X BUCK DETAIL 72' INSTALL177ON MASONRY 51 W/IX BUCK OPENING INSTALLATION TYP. HEAD JAMBS G FRAME h 2X BUCK SEE 14 TYP. sru DETAIL "I' SEE DETAIL '3" LE r 1 I I I 1 VIEW J4• DOUBLE DOOR CONCRETEANCHOR NOTES: 1. Concroto anchor locations of the comers may be ocW&d to mointaln the min. edge dbionce to mortar joints. 2. Concrete anchor Iocallom noted as MAX. ON CENTER' must be ocqusted to maintoln the mfn. edge distance to mortor)olnk additional concrete anchors may be regt*ed to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: AAICHOR`r A:NCHO_ R' M/N.:.== J{1N,`tt;EARANCP:' A11N:C1F!CIIiANCE 511E FMbEDi4iEMTXPE>.... o -:; .•:.:<. s N'GNb t _;> . 11W o TAPCON 1/4' 1-1/4' r r nYY TAPCON 3/1r 1.1/4' r 1-1/r WOOD SCREW INSTALLA17ON NOTES: I. Maintain a minimum 5/8' edge distance, 1 end dstancm 8 1"o.c. spocbV of wood screws to prevent the splitting of wood. a r ? 71 r W/2X BUCK13INSTALLATION WIIX BUCK MASONRY 51INSTALLATION OPENING — TYP. HEAD — JAMBS 1 U, O FRAME — — 2X BUCK 14 TYP. SILL DETAIL SEE DETAIL 5' 3 VIEW A'— A' SINGLE DOOR 58 59 13 W/iX BUCK 53 INSTALLATION 30 W/2X BUCK 12 13 DETAIL •1 IN57ALLA770N SURFACE BOLT STRIKE10 AT THE SILL 13 W/2X BUCK10 DETAIL '3' INSTALLATION 60 W/1X BUCK 10 INSTALLATION DETAIL 5' 30 SEE NOTE 1 W/1X BUCK 53 O° INSTALLATION 50 W/2X BUCK 12 INSTALLATION DETAIL '/ 13 W/2X BUCK INSTALLATION 31 W/1X BUCK DETAIL '2' INSTALLATION ASTRAGAL do SURFACE BOLT STRIKE PLATE AT HEAD N.T.S. M of.JK 00L W. LFS 0M " MD - FL-15000.3 sans -M -a , s. i188 iam 20.63" 18.5 14.M' P i lii a BOTTOM ME_ in 9 A M 27 TYP. 27 TYP. i i • TYP. i i pt N 45 g 1 3?5 32.7 T 2' 1.910' OJS OJS gC R 0D6r IA o 1K a e W r€[ N III 0.12d' —H o a NOTE: asTRaCu OETAIL oac 02 24 12 sac N.T.S. 9 1. THE ASTRAGAL SOLT HAS A 3' THROW AT THE TOP ma rnt JK m dANDTHEBOTTOM. Rro NO.' a FL-15000.3 a aaa 11 aj2 a p 19111— Box AMC" I ER l3ALSSIC (/C) PANL1 SKO4 .110• Mk BDC FfIiFRQASS Or 11fU vOh min IA IN STARTA nPANEL 510N l PK nWQASS BY FIB SS fC TOP RNL 3 FC LATCH STILE Wa WDOp ppMppgTE 4 F SINE PONDEROSA PPIt SC.0.43 WOOD R BOTTOM RAN, Wm COMpm S PCIEWRETRME ROW 140r DERSM Fow 7 SWU REACH CMWRMW WFATHDISTWJP gm B LOW RU H CUIPRESSIDM NEAMETSTRIP mw O 4 x 4• 10 110 x 3 4' La PFH M W SCREW 57EFL 1 1X WOOD xv Sc >. = wow 11 ILO PR! W000 SCREW S7M 13 IL I- PFH WOODSCREW m 14 1 4' x 1 RW PFN CONCRETE SCREW STEEL I Is SC >• 055 WOOo 17 4' SNaC MA WoDO I It BUMP FACE TWZMDAL 20 HFADFR s SG.O.0 Wm f M13 22 HIRCE JWB 3 IL7, ITM7 OFA=T - SNYNTURE W 4 HURRIC11IE ASTRAGAL ALLPOW ASTRAGAL FIIOSTI SIM 246 ASTRAGAL RUSH SOU MTADWI ALI/L001 27 10 x 1-f LI; PAM/FAD sT¢Fr YE41L SCREW srm ze s-TQ x - RAlI1EAD saa1F TTR SIM 30 ZRAq Oftr RATE 31 gir x 3- 4' ITW PFHCOICCR ig I RK CEELOLAR GLAZING TAPE SILK-N UM PLA' ilG !1P LIFE FRAME FAA: PIC Suc 35 RAW .NMB POMOEROM PK SC -a 36 SCEEITE ME STILE 9000M M 59-a43 woDD ILO x 1-J 1 W. PM WOOD SCREW STD, WATEIT MII 40 SILA7DNEam 4I S- 0 x T-1 ' (FOR M 4 S)DWTE TOP k SODOM RAIL PONDFI105A PACE SC (L43) wow 43 IL x 2' LG. PFN WDw SCRETT 44 3 • r 3 . QUARTER W MB FINGER JWEo PK wow 1 45 L. x .04 STEEL 4S n4s SURFACE BOLT 454 6D' L x .25 Iw STEEL 47 1 4-20 i f 1-20 FEONIE END x 1-3 4' L- 48 Dw - 3A00 PST Aw. CONCRETE CMFVR ONC TO ACI 301 OR HRM SLOCM C&O RM TO ASTM CIAO CONCRETE 79— IN-, 2-3 4 oR RW gmem smv STEEL 50 ASTRAGAL STJW PLATE STEEL 51 1 4 r 3-3 4 I W PIN WHO VE SCREWSim s2 14 r ?-J 4 IN CONCRETE SCREW STEEL 53 1 4 r J-1 4 OW PIN CffMRCTE SCREW Sim 54 SS TOP RAR 55 SS LATCH STILE WDOD CDkovm S0 ss ma STILE pOOtOFm WE scao4-33 I1000 57 SS BOTTOM RAIL WOOD COMPm 56 3 16 x 2-1 4 IM PM C O CREIE SCREW sm 3 10 x t-3 4 RM' P. "CRETE'CREWSTEEL 60 1 3 16 x }I I RW PTN OONCREM SCREW SIFII SPACER wow 4563' 1 D63' 4 F I 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 4563• 2- W HIGH DAM THRESHOLD T 39 ALUMINUM/WOOD 7 4RESHOL 050' WALL TYP. L 19 BUMP FACE ALLIMWUMLWOOD THRESHOLD 050' WALL TYP. NOTE. USE OF THIS COMPONENT DOES N07 MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES'. 2. 87S' --i k 000 I vf yy TN l lz1 • o 6i C. Cm t nn Awl 34 t JO SURFACE BOLT STRIKE P (1 5' c ) 46 SURFACE BOLT (IVES. .25' STEEL) Ro Ir: FL- 15000.3 sx 3 Ar U R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vslfico, FL 33595 Phooe 813.659.9191 Florids Bond of PmfeWmal Eagin"nCatifictte ol'AutWzolon No.9913 Product Category Sub Category Manufacturer Product Name Therma-Tru Corporation Fiber Classic" i "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Drive 8'0 Outswing wl and wlout Sidelites Odors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419 2984740 Non4mpacC Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thenna Tru Corporation based on Rule Chapter No. 61G20-3, Method ID 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. Umitadons: 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requlr9ments 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 "HVHZ7 this product 1s required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 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 drawing FL-15000.3 require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sill item #39 under active doors, and all sills used under Inactive doors meet water Infiltration requirements for "HVHP. 8, Oulswing configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be installed 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. See drawing FLA 5000.3 for size and design pressure limitations. Supporting Documents: 1. leeet Report No. TEL 01460337 A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01.741-10701.0 ETC 01-741.10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM D635.03,ASTM D1929-96 ASTM 02843.99 ASTM 0636-03, ASTM D1929-96 ASTM D2843-99 ASTM G2e-95 ASTM E84-00a ASTM D1929-98 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,ina Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lna Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories 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. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Drawing No. Prepared by Signed & Seated by l e:ronNo. FL 15000.3 RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. a .,i-7f•:iir oe Calculations Prepared by !~`Pi Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) a w : <.t ti ' til\•• • v A• Vndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. Quality Assurance Certificate of Participation issued by National Accreditation and ManagemenC ?r Institute, certifying that Thera-Tru Corporation Is manufacturing products 13 within a quality assurance program that complies with iSO/lEC 17020 and ,%' STATE OF Guide 53. S`• C> - `:< Ivt1, V yam y- ." iSLyndon F. Schmidt, P.E. 9fa bGG.0 a5yo+7 FL PE No.43409 202015 Sheet 1 of 1 THERMAITRU 0 THERMA TRU DOORS 1113 INDue"mL Dot.. Eoae w. ON 43517 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING W/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOT$ 1. This product has been evaluated and Is h compflance with the Sth Edition (2D14) Roma Bugdwp Code (FBC) Oructad requbemenb inducing the I4gh Velocity Hurricane Zane" (HVHZj. 2. Product anchor. dog be as fated and spaced as shorn on detals. Anchor embedment to bole mDlerlal sW be beyond wag dresdrm or stucco. 3. When used in the •HVHr this product Is required to be protected with an Impact redstant covering that compges with Section 1626 of the FBC. 4. When used in areas ouhide of the •HVHr requiring wind borne debris protection this product Is required to be protected with on tmpoct resistant covering that compiles with Section 1609.12 of the FBC. S. For 2c stud 6amlng coratrucfiion, anclx ft of these units shol be the some as that shown for 2x buck masonry construction 6. Site conditions that deviate from the defogs of this drawing require Nether engineering andysb by o licensed engineer or regbtened areMtect. 7. This product does not meet the water hfdlrafron requirernerds for The "HVIV. Inswing units shall be Instafled only in nonhobBdbie areas or at hobtbbte bcotiaa protected by an overhang or canopy suotl that the angle between the edge of canopy or oveftng to A Is lass than 45 deq— TAKE OF CONIEMS SHEET# DESCAPROH 1 Typical elevations, de3ign pressures 3 general notes 2 Door pone) detags (Smooth d 3 Door I delalls Fiber c assic) 4 et nel defogs b glazing detch 5 Vertical cross sectim 6 1 Hodrorld aoss sections 7 Horizontal CIaSf Mctiaro B Buck ArdWnq 9 Frame oneh wing 10 Frame andorhg 11 Aalo in 12 Components r L 115M MAX OVERALL FRAME SEE DErAIL A'/ SHEET 6 E DD B W/SID ES INSWING UNR OXX0 373RMAX j I OVERALL FRAME WIDTH 74-VMAX OY6tAll..I FRAME WIDTH 1 D D b b SINGLE INSWING UNIT x SEE DETAIL A'/ [ SHEET B 5DOUBLE 159= MET Rk i IY,,• f 1. 1i o yyEE€ 3LL it u C 6& WMAX OVE AU WIDTH D D D SEE MAIL 'A•/ 1 2 SHEET 6 5 5 SINGLE WIDEN INSWING UNIT oxo F .( ki115i '=' i;--,T—, y--"-:..... y;;.[-•v-,..a_-^=r cif. on JK r en LFS UM " a FL- 15000.4 ss - Laai XW MAIL DOOR PA HELWIDM ff 23 IL 0 18 00 EXTERIOR INTERIOR I"\ HORIZONTAL CROSS SECTION 2 DOOR PANEL Jz, ad: E I 4M7- 144s, EXTERIOR INTERIOR T 40 @ TCN STILE _LOP PAIL SMO TH STAR) (SMOOTH SUP) DOOR PANEL Smooth Star 56 !::L N.T.S. oe HINGE C Or")" L 2\ VERTICAL CROSS SECTIONL0 (SIfOO711"STAR) DOOR PANELSMOOTHSEAR) I FL-15000.4 I EXTERIOR 4 2 W. INTERIOR Kit 36W MAX. J'\ HORIZONTAL CROSS SECTION DOOR DOOR PANEL PAN& MDTH 2 4Mr Iw EXTERIOR INTERIOR of LATCH VLL- TOP RAIL FIBER CLASSIC) (FIBER CLASSIC) IASl La DOOR PANEL Fiber Classic HINGE STILE 807TOM RAIL 2\ VERTICAL CROSS SECTION FIBER CLASSIC) (FIBER CLASSIC) 3 ODOR PANEL soue N.T.S. um JK aft Pr LFS MAN= FL —15000.4 J— or -a 25' STEEL INTERCEPT iWE6IgB SPACER 40 41 SEE NOTE 1 5' INSULATED SMC LITE FRAME GLASS W/ GLAZING DETAIL 13.9375' MAIL PANELVVM 7. 12S MAX. D10. VADM SIDELITE PANEL Smooth Star 1/ 2' MIN. GLASS THK. 1/ e' TEMPERED GLASS AIR SPACE 1TEMPERED CLASS 1/ 7 GLASS 25' STEEL INTERIOR INTERCEPT SPACER 40 28 SEE NOTE 1 5' INSULATED CLASS W/ PVC LITE FRAME GLAZING DETAIL Jra: : \ I1 _ 1/ 2' MIN. GLASS THK. 18- TEMPERED GLASS AIR SPACE 1/ 8• TEMPERED GLASS NOTE I SEEf i-*'_ \ HORIZONTAL CROSS SECTION J SIOEUTE PANEL 21Sr 2-%9' I AV-1 is PLASTIC UP LfTE FRAME EXTRUDED PVC 1 PLASTIC UP LTTE FRAME EXTRUDED SMC L_... I Imr ID7r L/l* 1 VERTICAI. CROSS SECTION 4 SIOELiTE PANEL 4 1. Spacing for Item 128 dr 141 (fife frame straws) L II II is as foNaws: From the bottom up an aides: 6.5. with ( 7) more spaced at 9.875' o.c. there are (2) 42 iSIOELTTE TOP Cc BOTTOM RAIL_ 36 SIOI] IfE BLANK SIDE STILE screws both top and bottom at 2.125' in tram each comer. FNGER JOINTED PONDEROSA PINE SC=0.43 FINGER JOINTED PONDEROSA PINE. SG-0.43 x all JK L m LFS wwo ro_ FL- 15000.4 v or ] lle 38 J8#..$ e: 16 i •''` ...». .. of 13 31 13 16 ,' rrrrrrrr# pi ii33 0 CC o +: z bi 17 17 g 3i'. Jf 3gC W 1 11 A• a d 26 d T 45 N yr' 20 42 a:;: ._: r J9• .. 31J... d 33 • ; SEE NOTE 1 a; 47 ` !<:f SEE NOTE 2 34 46 I JOB zo r XTER10R x ; +y`.; JNTER10 EXTERIOR JpQERIQ$ V ::.'c •..': QXTE81C8 INTERIOR i •:. ; .: SEE if Gt .., :1r'p-. NOTE 2 &I 46 j• SEE NOTE 2 to 47 f '!,'.'•` %it,• 3 VERTICAL CROSS SECTION yy r.;?,::• ^' y. -• . 5 Shown w/lx sub —buck Z 28 J• 1.•:: t.a O 40 i•;; r• J: 42 Vi OPTIONAL SURFACE BOLTS ON ACMIE PANEL19 z (SEE DESIGN PRESSURE CHART) z Jt 30 3 19 15 14 m 14 1J _ o .+, .,`,„ ` . r.....; :• il }^..`::•;•:: ^.. SEE NOTE 1 NOTE., o ie : a' ,' A' •,' 1. The sldellte Is direct set Into the jamb wlth (12) o n ' e Item 143 a IS x 2' pfh. wood screw. Thoro ore (4) at each vertkol jamb, tram the top down of 13.5', e 11 Ji', 48.5' k 66'. there are (2) of the header of o`er 02 24 12 e 4* from the outside camera of the froma. there ore sc. N.T.S. d 2)113 a 18 x 2-1/2' pfh. wood screw of the sea. sr Jx sill, 4' from the outside comers. pa• er LFS 1 VER77CAL CROSS SEC77ON 2 VERTICAL CROSS SECTION 2. OPTIONAL SURFACE BOLTS ON ACTNE PANEL oneea xa " 5 5 (SEE DESIGN PRESSURE CHART) FL-15000.4 a aaT _L orb o j 1 O.1S'MIN. t3 38 11 f11: * Gi` b o Ed 810B C-SINK 'I tL4IF: Li '•... } u n SEE NOTE 1 ,,• 1. The sidelite is direct set Into the jamb 'rrrrtr``e',' J with (12) item 143 a /8 x 2' pfh. wood R a' z screw. There are (4) at each vortical 47 ACnVE _ njamb, from the top down at 13.57, 31', 48.5' & 66'. There are (2) at the header a at 4' from the outside comers of the , •. \ s a. e frome. there ore (2) 113 a 18 x 2-1/2' pfh. woad screw at the sit). 4' from the j:y%:i,:: i• v e= 1`, ''`••;;:ti •: outside corners. ;: t;;;•• jS1( INTERIOR 36 45 •• a'• 46 41 29 µ 35 DETAIL 'A g 17 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL gt cai 1.114'MIN. (SEE OESICN PRESSURE CHAIM p EMS. (IYPJ 10ITER1!?B f3 \ HOR120NTAL CROSS SECTION o6I x 22 0.16, MIN. S5 m CSINK 24 148 43 8 7 SEE NOTE 1 27 e 7 33 z r fA INACTNE Q ACTIVE 10 O1 R i.. U .. EXTERIO E f'• `! :Y'i Y.'t :l•':l;i: i.. •i" .4,''1 ::::•'i:Cs J 13 INTER 36 l08444 - O za 9 10 37 45 ate 02 24 12 i fpQF = cute N.T.S. 18 a• an JK o 1 HORIZONTAL CROSS SECTION ® HORIZONTAL CROSS SECTION M 1W. xo: LFS d 6 8 FL- 15000.4 a ALorJ2- O 1-114'MIN. 1.114'MW. rr rrr.l ,,, FMB. j1YP.) 11 M. (IYP.) 11 11 ixx6_S' rp` 13 17 IS MIN CSWK 1SMIN. 17 C'SINK 13 5 z i V'. ev f LT s EXTERIOR 22 pllr •....... rrrrlll*I.11111 7 i m 7 7 8 dg4 O ERIOR t0 p21oY n W A A 4d G 1.. d: !tom{... 3 J{21L{iIOKL 38 1 VCjI 16 13 27 9 10 12 16 m 38 J EBlQB 18 f 3 l HORIZONTAL CROSS SECTION 7 8 s d 1 HORIZONTAL CROSS SECTION 21 NKK43r"", MK T EXTERIOR34SEENOTE1 7 Gl 1A 8 0 rn H DOTE i•'i:::av i.' S i 1. The sldellte Is direct set Into the jamb wlth (12) 36 item 143 0 18 x 2' pfh. wood screw. There ore (4) 44 0 aateachverticaljamb, from the top down of 13.5, 13 31', 48.5' & 66'. There are (2) at the header at 45 i 00 4' from the outside comers of the frame. there are MUL 02 24 12 i 2) 113 a 18 x 2-112' pfh. wood screw at the 18 scut N.T.S. 9 sill, 4' from the outside corners. oee sn JK mINTERIOR 3 HORIZONTAL CROSS SECTION asc n: US 3 7 ardwm HQ- FL— 15000.4 c slag 7 a j2 O 444 21 II 38 U II se U MASONRY I I I I MASONR OPENING TYP. HEAD TMp HEAD Q okJAMBS11OPENING EcJAMBS ^ b ASTRAGAL Q ASTRAGAL $ n •: SHOWN FOR SHOWN FOR o a I I II REFERENCE i i 2X BUCK 9 REFERENCE a h 9 d 2X BUCK I I II I I Q m e_ N-MULLION II MULLION - A1 -. USHOWNFORSHOWNFOR J 1 I REFERENCE lu REFERENCE I I `,F Qa I I Q I I a' 6 U II U II No u nUIIUIIQ II U II II Cdo j 12 i II Q II 4.r II I II Q II u a II ir' DOUBLE DOOR W/SIOELITES DOUBLE DOOR BUCK ANCHORING 4• a BUCK ANCHORING I c II f MASONRY II 11 MASONRY HOPENINGIIP. HEAD JAMBS I I OPENING 8, JAMBS iIIIIry0 II II 2X BUCKIt II 2X BUCK II MULLIONII CONCRETEANCHORNOTES: II SHOWN FOR II I. Concrete anchorlocatlons at the comers may be adjusted to mainlain the min. I I REFERENCE I I ^ 3 edge dhtance to mortarjoinh. 2. Concrete anchor locations noted as MAIL ON CENn9r mat be adjusted to II _ • rratntatn the min. edge datonoe to mortarjoh b. addtiorat concrete anchor may be requhed to ensure the MAK ON C&4W dmension are not exceeded. I I MULLION JJ I I o; SHOWN FOR3. Concrete anchor table: REFERENCE 4 c z o I I I I art:02 24 12 i ANCHdit;•:i, II II ace N.T.S. 4 II II ore_ an JK a WNW Ma a SINGLE DOOR W/SIDELITES SINGLE DOOR FL-15000.4 BUCK ANCHORING BUCK ANCHORING s 8 a1 0 AKCNGk:: i1NGt(oA' MIN. MIM.•..'. , GLEARANGE,- M1N.•ElFARANCE EKPE. EMBEDMEM...'jOMASONRY':. lA•ARfACFivF.:: Q1N • TAPCON a• I-va• r a• ELCO UITRACON 1/a• 1-1/a' 1• 4' SEE DETAIL 1' I I I l 1 SEE oETaI. z` MASONRY 13 W/2X BUCK OPENING INSTALLATION W/1X BUCK 39INS7ALLAT0N FRAME 43 TYP. HEAD & TYP JAMBS O BUCK 2X BUCK SEE DEraL •t' IYP. SILL 1 I 1 1 r i i I I A• THESE (2) ANCHORS T REO'D ONLY WHEN C A' DP > 47 PSF :r d r- -j rr I 111 II 6 MASONRY iINSTALLATIONW/2X BUCK OPENING INSTALLATION w/1x BUCK — 1 h — FRAME TW. HEAD & JAMBS O BUCK 2X BUCK SEE SEE DETAIL t' DETAIL TrP• 5, 4" 1 I I I '• }• I f l 1 17YP. SILL B'' I— A' DOUBLE DOOR W/SIDELRFS CONCRETE ANCFIOR NOTES: I. Concrete anchor bcatlons at the comers maybe adjusted to molntaln the min. edge distance to mortarjoinh. 2 Concrete anchor locotbm noted as MAX ON CENTER' must be adjusted to maintain the mkt edge distance to mortar joinh, ad0lonol concrete anchors may be requked to enwre the 'MAX ON CENTER' dknenslon ore not exceeded. 3. Concrete anchor table., ffgC{Qjf;; sYNCFTDR AA1Nf`<:' M1N ClEA1G1NC..... M LEitRA'NCE, SIlE= iEAl1y!>M HT ' Ib;MASON;.::;.,lp:1D IACEM %c l`" ITW . TAPCON 1/4' 1.1/4' r r ITW TAPCONO 3/1r 1-1/4• r 1-1/r WOOD SCREW INSTALLATION NOTES. 1. Molntokl a mlNmum 5/ir edge distance. i end distance, R i o.c. spacing of wood screws to prevent the spliffing of wood. a i 3 1. 4s O N Z 3mZ g p Yu pImd m6d1 l Sz VIEW C'—•C' •C• LA• VIEW A'— A' nl nl SINGLE DOOR W/SID 13 49 30 30 0 W/2X BUCK t INSTALLATION 13 0 31 31 $ o 13 - 37 INSTALLATIONIX 10 DETAIL '3" DETAIL "2' 10 ASTRAGAL do SURFACE BOLT STRIKE PLATES O HEAD 10 = 1 DETAIL 5' 13 3t 31 z o cam 02 24 12 13 saur: N.TS. 30 0 30 PM Ir. X DETAIL '1 • sr LFS DETAIL '4SURFACE BOLT STRIKE PLATE O THRESHOLD FL-15000.4 first 9 or 12 DETAIL '3" A' IF I I k _ L SEE W/2X BUCK DETAIL '2' IJ MASONRY INSTALLATION OPENING Jy W/1X BUCK $ INSTALLATION TYP. HEAD A - G! t3 JAMBS = 0 H FRAME 2X BUCKS 14 TYP. SILL SEE DETAIL 'I' SEE DETAIL '4' 1 1 1 1 1 1 11 VIEW 'C'-'C' A. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the mtn. edge distance to mortarpints. 2 Concrete anchor locations noted as MAX ON C NTER" must be ack4l ed to mdntdn the min. edge distance to morsarpints, additional concrete anchors may be required to onsure The MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR:::::':; M!N CLfitkANCF. hIfN3CLEARAt"lCE91L'(OR:: A!P_F•." ' 112f;:::.z;;EMBEQhtENf h"MfNt:;_:'':= 707 SOF{R1':;.:;1;70'710JACENC2!: I1W o TAPCON 1/If 1.1/4' 2" 4' ITVYNo TAPCO 3/16" 1-1/4" 3" 1-1/Y WOOD SCREW INSTALLATION NOTES: t. Manfam a mi woods edge distance, t end -Co. 6 1 O.C. spoClrig of the spatting of wood. MASONRY OPENING 2X WAX BUCK 13 INSTALLATION W/IX BUCK J8 INSTALLATION TYP. HFJID h JAMBS SEE 0 DETAIL 5. 14 TYP. SILL - SINGLE DOOR W11X BUCK 13INSTALLATION W12X BUCK INSTALLATION 13 10 DETAIL 3' DETAIL '5" W/IX BUCK 50 INSTALLATION W12X BUCK 13 INSTALLATION DETAIL '4" 11 VIEW A'- A' 49 30 FW/2X BUCK 13 0 31 INSTALLATION W/1X BUCK 48 INSTALLATION DETAIL "2' ASTRAGAL & SURFACE BOLT o STRIKE PLATES 0 HEAD a W 31 31 o o z QATc 02 24 12 30 o JO Scum N.T.S. ewn mJK DETAIL ' 1' ' SURFACE BOLT STRIKE PLATE ILK En ' 0 THRESHOLD °""FL-N5 f1-15000.4 sHT 112- orb 14 3 5t fie pi z IB1888" .38' 70.d3' 18S 14.38' -C E _ ,jij ymyymGdG ILLS 4 27 27 TYP. 27 TYP. TYP. 0 • Ln 3 J O 4S 4.r IV IV r 1.91tf r o o.7s a>•s R ooer--II-- SEE NOTE 1 !8 in RCC 4 u 0.126' __ Fes—_ FFTT z 3 o° mm 02 24 12 uG4LDETAIL c MT.& en & m' 1. THE ASTRAGAL BOLT HAS A 3` THROW AT THE TOP oocan LFS 3 AND THE BOTTOM. Dove rin: a FL-1500D.4 n win -11 a 12 nO Rem OEimpm Merarei r FIBER CLASSIC (FC) PA-M:L SA'M Of I" ARK FKK FBBIQA'S BY THERW-TRU WO yield dmnoh Fy(euh)-6AOO psi F90M ASS IA SIWOM SEAR SS SASH J: PANEL SM 0.07 DOL FO RGIASS BY D MIA-RRI -Rh • r th nm. -6,WO FIBERGLASS FC TOP RAIL WOW COMPOSITE 3 FC LUCH 514E NO00 WYPO9IE 4 FC mmCr SIRE PONW'!t!>SA AN& SC-0143 PAW 5 1 FC Whom RAP. flow C0lowc 6 P0LT10tETFMNE I" f910x. pu4smFQIM 7 SHORT REACH CO&WREM WFATNETISW F011f 6 LONG ff" COIa'AEIm WFAINERSIRIP F0U1 77 1 HWE .097' THK STEEL 10 x 3 4 LG PFH WD00 SCREW SLEEP. 1 f WSOMRY - 3,000 PSI WK CONCIVE COfOMW TO ACI301OR !ALLOW BLOCK COHFONM TO ASW C90 CDIImw 12 10 r 2 !G. PFTi "00 SCREW STEEL. I3 8 r 2 1 2 lG PFN WO00 SCREW SREL 14 1 4 r 2-1/4-RW PFN CONCRETE SCFlEW SLED. 15 SOEUIE BORON 900T .090 EXTRUDED NNK VDf71. 6 2X BIXX SG >- 0.55 WpOO 17 MAK 14 SIW MATEM wow IB RIFT PASSAGE I= - SWTUW SERIES 19 SEEF ADATSRNC MSWX S40DLE THR SIM ALUM FgAOFR POIXERQSAME SW.43 WOW 21 T10AY iWB PaADAsam 9G-0.43 WOO 1NlCE JAm M SC-O.43 wow 23 R 3MT OEAOWI.r - SIGAARW SERIES 7W 24 fNRRIC NE ASTRAGAL ALUM \VU 24A ASTRAGAL FLUSH BOLT Sm B WA—W& FLUSH Bar WAVO ALIIMPIWI 6 IX BUCK SC >- OM WOW 27 110 x I-ItT LG AVOW ShUr WAL SCREW STEEL 26 INSW C DOOR norm SWAP wit 29 6-i6 x 1-3 4' PFfIL1FS FLATHW SCREW OR REM 133J STEEL 30 SURFACE WLT SW PLATE STEEL 31 IO , 2-I PFPILlI+S FUn1E40 woaD St27EW SEEM J I HILT CELLULAR QAZW TAPE SW-11 31 PLASTIC LF URE FRAW PVC PAC 34 PLASTIC LP UIE MW SMC JM MAW .NLB POfXE1tQS1 P91E, SC-0.4J WOOD 36 SDELTIE WE STILE fMWOSA M SC-0.43 WOOD 37 10 x 1-3 4 W. PFW WOOD SCROV STEEL 14 , 2-3 4' PFH ELCO O R frW CONCRETE SCREW STEEL IIW PRW14CRETE SE27EW TEFLSL IOONECAULKO011795SLICOHE6- 10 r 1 1 PIASCREIY FOR ITEM 3/ SN>:LL 42 SIDETIIE TOP G BOTTOM RAP. FW. SC-0.43 IAOW 43 13 r 2 W. PFH WOO SCREIY SIEE N 3 6 r 3 OtLurrER ROUX FENCER ,IW0 PME MOO 45 I L x A40 0K BirAl TKM 1MA. STEEL 46 WES SURFACE BOLT 1454.25 STEEL STEEL 47 14-20 SIX BOLT W1 1 4-20 FEWAIE ENO STEEL 48 3 16 r 3-I { RIP PFN CONCRETE SCREW Sim 9 ASTRAGAL SIRTI PULE STEEL 50 1 { r S-1 4 RW PFH CONCRETE SO9EW SEED. 54 SS TOP RAIL ND00 COMPOSITE 55 SS LARK STILE NI)O0 COIIPOSRE 56 SS NPXE STILE P SG-0.43 W000 57 SS BOTTOM RAIL ROW WYPOSIfE a O Co] Ems 8 SURFACE BOLT FIVES. .25' STEP I SW ID6Y 1-- 1 P rS 20 2 W000 FRAME 22 3 FINGER JOINTED PONDEROSA PINE, SGm0.43 s75ar 1 1.. l.1r u• Oil W,.. i ..........• i yyyr JJJ6 m it lr4j111 IIIAA Fts e o O O n4 o glF t! Y mO d b 30 SURFACE BOLT STRIKE PLATE F.125' STEEL I g ft Wall a 1421. 92lr TNSWWG DOOR BOTrOM SWEEP VINYL . 080- MAX. WALL, 035' MIN. WALL INSWING SIDELRE on¢ aA^. JK 15 BorroM Boor CW. ft LFS 0. 09' EXTRUDED VINYL WALL ONNMG NO.: FL- 15000.4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vatrlco, FL 33595 Pb= 8I3.659.9197 Rodda Board of Professional ftineers CenVcate of Authorvadon No, 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star" Exterior Exterior Door 118 Industrial Drive 8'0 Inswing w/ and w/out Sidelites Doors Assemblies Edgerton, ON 43517 Fiberglass Door Phone 418 298.1740 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 Dot the State of Florida Product Approval, Department of Business 6 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 5th Edition (2014) 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 "HVHT' this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. S. 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-15000.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the "HVFO. Inswing units shall be installed 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. S. See drawing FL-15000.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01-741-10701.0 ETC 01-741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM DM-03,ASTM D1929-96 ASTM D2843-99 ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 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.,inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by r, No. FL 15000.4 RW Building Consultants, Inc. (CA 49813) aa;•a nt 3. Calculations Prepared byN. i"4f'I t' ' a is Anchoring RW Building Consultants, Inc. (CA 49813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. t ''•' t 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemelif. Institute, certifying that Therrna-Tru Corporation Is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide53. Sheen of 1 s, Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Sid & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 21=15 CITY OF SANFORD D BUILDING & FIRE PREVENTION P ERMIT APPLICATION Application No: Documented Construction Value: S 3 1) Job Address: S n 1-3- n-n .SI-, n, Parcel ID: n Historic District: Yes No Residentiao Commercial Type of Work: New Addition Alteration Repair Demo Change of Use A9ove Description of Work: io l , t I n .. _ Plan Review Contact Person Phone: Title: Fax: Email: Name Property Owner InformationS- (' Phone: y - - 3 1 MStreet: y 4 - . a City, State Zip: Resident of property? ; f '7y Contractor Information Name Phone: - C1 n -c Street: 5 U,t2, City, State Zip: Fax: qA7 - '7 , 9,13 % Qr 0 State License No.: Architect/Engineer Information Name: Street: Phone: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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 CodeRevised: June 30, 2013 Permit Application 1 '.3 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/AgentIa Tame Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 81'gnature of Conusetor/Agrnt pate Name of FIRAMEtA S TERPIftge Commission tt GG 110622 Expires August 7, 2021 waded thu6odyawmysw*n Contractor/Agent is —VI Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 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 0 No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 4d tL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: !-:?-- 2-3(e& Documented Construction Value: S 6 't 25 Job Address: ,3ay b 5cLk_1- µcu,r5k Cc,c)j2 Historic District: Yes No a Parcel ID: Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: 43lLArnb1r-)c 54;2 Cp Plan Review Contact Person: P1 c,,ri:> :5,er t (p(., Iof ZeiaG Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of City, State Zip: IT Contractor Information Name Phone: 2 43.3 9- 3 Street: 011 Fax: 4o)- 2-t4y' City, State Zip: G- 4 6Le-,d o , (---L 3)-& 2. L4 State License No.: (—' FCy 2v 3 Le2_ Name: Atchitect/ Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU 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: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application lt: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name of N -State of Florida Date PAT SUM NY CO!t9MJSS!m4;1 FF 2 12OW4 EXPIRES: Aups eonecd ruu wwr c unox^'rxn Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30.2015 Permit Application LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 in nn+ e•nn•ins,t -rAu WYNDNAM PRESERVE - LOT 6 SPECIFIC PURPOSE SURVEY FORMBOARD) 5 b 3 25' UTILITY. BUFFER. WALL, LANDSCAPE. SIDEWALK EASEMENT LOT 7 LOT 6 LOT 5 AREA = t 7.179 S.F. t O 10.0 vo_ y 5.5 5.6 13.4 5.5' 29.0 PROPOSED I STORY RESTDENCE i 3740 SALTMARSH O LOOP 1 n 1200 ATLANTIS O ELEVATION • T GARAGE -RIGHT Z N FORMBOARD57 FFE= 30.9 2.3 21.0 5.5' 13.5' P, P 10' LTUTII Y EASEMENT (P) N89'40'51-E 40.00' PROPOSED 5' W CONC SIDEWALK Q CONC CURB b 0.9 SALTMARSH LOOP N b 50' RIGHT—OF—WAY PCP N PRIVATE ROAD) Q 330.00' S89'40'S1'W VPCP v' '""" LEGEND:ADUSSD-Access/Drainage/UtIS ies/SidewalkredroventelowPreventerSIhgtDistanceEasement rtted PRM-Permanent Ref. Monument PCP -Permanent Control Point iption FP&L -Floddo Power & Light FFE -Flnish Floor Elevation Book 13-Water Meter of Records Book ba-Water Volvo Book a -Fire Hydrant AC®-Reelolmed Water Meter lion RCDa-Reelolmed Water Volvo Cont. -Concrete SP-Brick Paver SW -Sidewalk FFE-Finished Floor Elevation CI -Curb Inlet GTI -Grote Top Inlet P.U.E.-Public Utility Easement RCP Reinforced Conc. Pipe PVC-Poyvirryl Chloride NCS-No Comer Set (Folk: in Water) SF -Square Feet D.U.E.-Droinoge/UUlily Eoeemenl FMGD-MAG NAIL & DISK P.K.-Parker Kolon Nail SIR -Set 1/2' Iron Rod L87768 SPKD-Set P.N. & Disk L87768 FIR Found 1/2' Iron Rod L87768 FlP-Found 1/2' Iron Pipe LB7768 FPKD-Found P.K. Neil & Disk L87768 FCM-Found 4'x4Concrete Box f-- Cuy Mchor 0U-- Overhead Utllitles 0- Storm Sewer Manhole m- Sonitary Sewer Manhole two - Electric Hondhole COO - Clean Out A: VDa-Irrigation Control Volvo Sign WDO- Cote Water Volvo Cos Meter Exieting Grodo O- Blow-oH Volvo Drainage Flow Direction WYNDHAM PRESERVE LOT 6 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE'. City of Sanford. Seminole County, Florida. Front - 25' Rear = 20' Side = 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR' S NOTES: 1. Current title information on the subject property hod not been furnished to GsoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks. end other similar items shown hereon were taken from engineering plans and on subject to survey. 3. Elevations shown hereon on in led and are referenced to the NATIONAL GEODETIC VERTICAL? DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor devotions shown hereon are from the construction plan for "WYNDHAM PRESERVE'. City of Sanford Seminole County, Florida. 5. This Specific Purpose Surrey is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY SURVEY) BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT AREA CALCULATIONS LOT 7.179 SO.FT. LIVING AREA- 1,200 SO.FT. GARAGE - 424 SO.FT. ENTRY - 75 SO.FT. DRIVEWAY - 405 SO.FT. PATIO - 100 SOFT. WALKWAY - 109 SOFT. A/ C PAD - 9 SO.FT. IMPERVIOUS- 32.3 X SOD - 4,857 SOFT. OFF LOT AREA CALCULATIONS R/ W - 1.000 SOFT. APRON 114 SOFT. SIDEWALK - 200 SOFT. SOD - 125 SO.FT. TOTALAREA AREA 8.179 SOFT. DRIVEWAY - 519 SO.FT. SIDEWALK - 309 SOFT. SOD 4,984 SOFT, PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insuronce Rate Mop Panel Number 12127C-0765H, in Flood Zone X" DESCRIPTION: LOT 6, according to the plat of MNNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies that a su of the hereon described property was mode under r g sldjlMAni nd meets the Standards 555 Winderley Place, Suite 109 MOitlend, FL 32751 of Practice set idilb, li5h ,Boord of Professional bj, Phone: ( 321) 270-0440 Surveyors & kw M. Florida Administrative code, pJ1s 3t I6ss' 7 Florida Stoiules. Fax: ( 813) 248-2266 Licensed Business NO. LB 7768 6915 GeoPoint o tea: Surveying, Inc. OR,.• OmeSd . ...... t`at` .` L$6915 FLORIDAPRO / ,VAPPER NO. ...-...........- Drown: MTP Checked: JDL P.C.: Dato File:BrIs mEost-Plat Dote: 1/10/18 Dwg:Brk;w&sl-late I Order No.: — NOTVALID' WRHO gHffs MATURE AND THE ORIGINAL I SEC. 17 - TWN. 20 S. - RNG_ 31 E_ I Field Rk: — tAISEDSFALOF41FLORIDALICENSEDSl1RVF`mR AND MAPPER TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT yr o VkLt ,LAA e % ,a L' A (. PROCTOR CONTRACTOR J'r( - j, t j l k- SPECIFECATION: REPORTED TO: OPTIMUM MOISTURE: i - -t- % LOCATION• r' f c l 7 " MAXIMUM DRY DENSITY: MATERIAL: I_ r 1, _ ' • `^v S c c ( DATE TESTED: (, i LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT Or MOISTURE. INCHES tbs. cu. n. lbs. cu. R. MAX. DENSITY PERCENr i 7 C - ro,:U i 5 o Submitted by, 1ECEIVEI t_ 3- ISCD44 k' JAN 2 3 2018 3 CITY OF SANFORD E i)BUILDING & FIRE PREVENTION By: PERMIT APPLICATION Application No: 1 1- 23&8 Documented Construction Value: S 3,920.00 Job Address: 3740 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0060 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I ccrlify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2013 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 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 Ownc/Agent's Name Signature of Notary -State of Florida Date 40 1122/2018 Signature of Contractor/Agent Date Robert 22/2018 Notary Pubtle State of Florida Arlonne C Rosenwinkel My Commission GG 147030 of A Expires 10/01/2021 v v v v vv v svvvp q,7Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID . BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps. Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 201S Permit Application 9507 State Road 52 123 Miller Road ma 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 . Orlando, FL 32824 www.RJKielly.com 727-863-5486 813-661-0707 ' } 407-855-2636 State License N CF-0O2C 342 R.J. KiELTY Page: 1 of 1 Proposal No: 717-13526 PLUMBING • HEATING 0 COOLING Proposal Date: 712612017 Prepared For: Starlight Hornes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412 Lake Mary FL 32746 We Propose hereby to fumish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatior from specifications below involving extra costs w executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, aceidefiRs or data beyond our control. Owner to carry fire4omado, and other necessary Insurance. Our workers are covered by worker's compensalio ' surance. (J_ l fully THISAUTHORIZEDSIGNATUR MA BE WITITHDRAV N IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a ates for. master Bath 1 Shower Sterling Accord 6Dx34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x3071140120 White 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 Kitchen 1 Sink By Builder 1 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. Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 4V Water Allowance; Additional $3 per toot 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 made a outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 112% will be added after 3 days. Any sewer taps deeper than 4 1 /2 feel or requires baciclloe or dewatering will be an extra charge. ITISIGNED:Jag p_ DATE OF ACCEPTANCE 8 PAGE 2: l L Branch: Hudson dLast Edit By: Last Edit Date: 7/27/2017 or F9507SlateRoad52123MillerRoad 11 9701 Bachman Road Established 1973 Hudson, FL 34669 Valdco, FL 33594 At Orlando, FL 32824 www.RJKleity.com 727.863 5486 813.6fi1-0707 i o 407-855.2636 State License # CF•CO20; R.J. KiELTY Page:10) Proposal No: 717-13527 PLUMBING • HEATING *COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Endeavour - 1605 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specificatlons below for the Sum of: $6,850.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs7deql cuted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, acc beyond our control. Owner to crryy fire, tornado, and other necessary Insurance. Our workers are 1 covered by workers compensation ' rice._ D f t AUTHORIZED SIGNATURE: THIS PROPOSI& MAY BE WITA DRAWN IF NOT ACCEPTED IN 30 DA We hereby submit specifications and estimates for. Master Bath Up 1 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 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. Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' 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 made as outlined above. I agree to pay reasonable attorneys fees court costs In tie event of legal action. A monthly service charge of 1 112% will be added after 30 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: , ` DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson east Edit By: Last Edit Date: 7/27/2017 9507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Hudson, FL 34669 Vairtoo, FL 33594 lv.., 1 Orlando, FL 32824 www.RJKletty.com 727-863-5486 813-661-0707 ° 407-855-2636 State License # CF-CO20 R.J. KiELTY Page: i Ol Proposal No: 717-13527 PLUMBING • HEATING I COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Endeavour - 1605 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $6,850.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs7dLlllzyondled only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, ace s oour control. Owner to c(((ry fire, tornado, and other necessary Insurance. Our workers are 1 covered by workers compensation' rance. piny AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WITA DRAWN IF NOT ACCEPTED IN 30 DA We hereby submit specifications and estimates for. 1 Master Bath Up 1 Tub Starting Accord 60x30 71140120 White 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 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lev Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 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. Backfilling Included For Sewer & Water Only (Slab Bacldilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 4Y Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJI) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 112% will be added after 30 days. Any sewer taps deeper than 41/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED 0 / DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson east Edit By: Last Edit Date: 727/2017 WORK ORDER Job #: 33303 Date: 8/2/2017 144666 Subdivision I Phase Bld UU BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1006 Pk ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3740 Saltmarsh Loo CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 132775 Model/Bldg: 11200 Atlantis Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnact Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB02400G CU-2 Date Required: TStat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st A Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H4 or Furnact Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU4 Township: Sanford TStat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficient Efficiency EAI Pulls Permit: es Builder calls inspection: yes Zoning Brand: Zone Kit #1 Hone ell/Johnstone Vent. Damper ZD1 Yeiwmol7 ory EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 304.71 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 9 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X D er Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 04-Installation Labor 1.54 19.40 Rou hin 1,925.00 14.84 222.53 06-Piping Labor 14-Kitchen Vent Trim 6.131 104.13 Trim 1.925.00 02-Material/Tax 897.71 01-Equipment/Tax 1.334.45 Permit 70.00 09-PermittOther 80.00 011-Delivery Labor 1.00 12.64 20-Pull Material Labor 12-Startu Labor 2.011 25.29 Total Contract: 3,920.00 2.501 42.50 Level 1 1 . w Job M Starlight -Wyndham Scale: 1/8" = IV' Performed for. Energy Air, Inc Lot 6 -1200 TR Page 1 5401 Energy Air, Ct RighiSu4e®UnNersal 2017 Orlando, FL 32810 VAN RSU17013 Sanford, FL 32773 Phone: 407-886-3729 ...ham Preaervs%L t 6 -12 0 TRrup www.energyair.com GRenner@energyaircom