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1920 Palmetto Ave (3)
CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 000 Job Address: / el ZO S Pe- I A a-n�� -v..� Historic District• Yes ❑ No U Parcel ID: Residential [Commercial ❑ Type of Work: New ErAdditionEl Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: < 11 121 1 G "X 2,0 Plan Review Contact Person: M4 t c t t o,..e_ l fc, C& P_ t Title: Phone: 4C3i c{7 Fax: Email:iC�a Property Owner Information Name t Phone: 4&3! qic( S X12 l Street: ,1�`i 20 S ha ttite-T 7 Ap—e- Resident of property?, Ve S City, State Zip: 3 7 % „ Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: ,•� Architect/Engineer Information Name: (�dfii 1/-9 VC IDA/ Phone: Street: -//00/ t_ 4--c(, S r Fax: City, St, Zip: 5 c4 A •t `� �� � � 3:2 771 E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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: 5'" 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. Acceptancelof permit i 'verification that 1 will notify the owner of the property of the requ1rements 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 ih 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. l Signature of/Owner/Agentdez // L D to Print Owner/Agent's Name ature of Notary -State o i da Date ,larome A. 8dietr STAR OF FWRIDA Cart 4I=F91182a �.vr��no�e Owner/Agent is Personally Known to Me or Produced ID _k'*- Type of ID FZ .fly+ f /,w/ 1.1C_ Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical ❑ Mechanical ❑ Plumbing[] Gas[-] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 11-22,11' ITIES: ENGINEERING: COMMFNTC: FIRE: WASTE WATER: BUILDING: 5F %Z -%q-%7 Per Variance granted on November 16, 2017 ok to construct 16'x 20' (320 square foot) shed as shown on plan and to reduce the side yard setback from ten to four feet. Revised June 30, 2015 Permit Application REQUIRED UgSPIECTION SEQUENCE 1BP# 11- 3 % L,-% Address: VRZo PA, Mta� sum MMG PER1F[6T min Max Ins ection Description Min Marx Insgeed n IIDescri tion Footer / Setback ' Stemwall Min Max Inspection IIDescra tion Foundation / Form Board. Survey 1 o Slab /'Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell 2 o Sheathing — Walls' Z o Sheathing — Roof 30 Roof Dry In 3n Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock 3o Lath Inspection Final Solar y.o etx� Final Roof Final Stucco / Siding Insulation Final moo Final Utility Building - Final Door Final Wmdow- Final Screen. Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 `I�ff.fGT�E1�4;L 1P�QPR4lT � . Mn Maw Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min Max Ins ection Description Mechanical Rough Mechanical Final c Min Max Inspection IIDescra tion Gas Underground Gas Rough Gas Final Revision O Response to Comments O a DEC — 6 2017 r a -�- Permit # 'U -L/ 4 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date pee C 217f 7 Project Address: 15 Z O S 'leo (.-A e7Tn- Contact• od � 1- .4 - Ph: 40-7 4% S( 2 Fax: Email: MIC 6&.eo®5L¢e(�atlo�.�(4.Cc Trades encompassed in revision: ©'Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: ILD`i IIl0, 1 tiiG�VC`,2� ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building 1:F .Z- Iq' 17 CITY OF SANFORD FIRE DEPARTMENT Application Number: 17-3160 Project Description: Shed Job Address: 1920 S Palmetto Ave Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 12-05-17 Contact Name: Michael Padgett Contact Email: MichaelQShadeFlorida.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 of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of Florida Product Approval and two (2) copies of corresponding installation instructions for the following products: Sliding door, window, roof underlayment, shingles. Florida Product Approval can be found at www.floridabuilding.org. The Installation instructions are found from the Product Approval. 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. Of ke meetings with lire plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner r %PLANNING AND DEVELOPMENT SERVICES DEPARTMENT W W W.SANFORDFL.GOV November 16, 2017 NWUNG ADDRESS Michael Padgett and Kristen Cole CRY OF SANFORD 1920 Palmetto Avenue POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 Sanford, FL 32771 0 RE: Variance request to reduce the side yard setback from ten to four feet at 1920 PHYSICAL ADDRESS Palmetto Avenue CITY HALL Tax Parcel Number: 36-19-30-510-0000-0220 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 Dear Mr. Padgett and Ms. Cole: TELEPHONE On November 14, 2017, the Administrative Official, pursuant a recommendation made 407.688.5140 by the Development Review Team, approved a request to reduce the side yard setback FACSIMILE from ten to four feet at 1920 Palmetto Avenue. 407.688.5141 Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City CITY COMMISSION Commission within thirty (30) calendar days of the Administrative Official's action. The JEFF TRIPLETT applicant shall be required to withhold all action on the property until the 31st day past MAYOR the date noted above. ART WOODRUFF If you have any questions, please do not hesitate to call this office. DISTRICT 1 DR. VELMA H. WILLIAMS Respectfully, DISTRICT 2 CITY OF S ORD PATRICK AUSTIN~'n DISTRICT 3 Eileen Hinson, AICP PATTY MAHANY Development Services Manager DISTRICT 4 EH/,jg CITY MANAGER NORTON N. BONAPARTE, JR. T:XDevelopment Review\I I-DRT Agenda-CoverMemos\LepI Ads dt L,etters\2017U920 Palmeno Avenue - Variance.doc OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, S_ anford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 1 understand that 1 may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 1 understand that 1 may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom 1 employ have the licenses required by law and by city ordinance. 1 understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1 am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. 1 also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that 1 am the party legally and financially responsible for the proposed construction activity at the address listed below. agree to notify the building department immediately of any additions, deletions, or changes to any of the information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: • 19 2O S 6. t mn. f� .464-4 and capable of performing the requested conditions specified above. Form of Identificationt r,(Must be Photo ID) ado hereby state that 1 am qualified the permit application filed and agree to the A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 e THIS INSTRUMENT PREPARED7BY n,,/�•-.�'1� i J Name: M Ir Address:J.�s, !%� e- ��Y^� � NOTICE OF COMMENCEMENT �re 01 .= o o State of Florida cs _ County of Seminole = 110101CD W=W =;, o 04 i ' �_' ♦ Parcel ID Number: -30 -510 -0000 -o �L a3(o - ►q zzo CD orLtnr. Permit Number: W = The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with :. vi o ► n co n Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 'q .-4 W ,' >- c"' r4 C2,-", Lu' -j DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Jfi �► h' .. Q Z CD .-. W �;r W igz� s r -TY� N cv- o00 ►-� o�:rtrrcc Zhro•cc000 QW WUC.>Q � u m c3 � 22cccccc GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: l Name: gice. Address: -� Fee Simple Title Holder (if other than owner) Name: Address: CONT Name Addre. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes, Name: Address: In addition to himself, Owner Designates Of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pequry, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowled elief. ,s Owners Signalurd' ers Printed Name Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' State County of The foregoing instrument was acknow ged bbeffore me this Id day of C 20/ by (/4 -Who is personally known to me Name of person making statement OR who has produced Identification ❑ type of identification produced: DEBBIE SILA'PTON '._ All' CCti'v1 AISC-IOM :' F( 17e646 EXPIRES: February 2F, 2019 J' �R�_DondedTlruNoia^ r'ubfcUnlemrixs Notary Signature 7 Sanford, FL, Seminole County Clerk of Court and Comptroller Seminole County Clerk of Court and Comptroller 1750 E. Lake Mary Blvd., Sanford, FL 32773 OClerk Login 0 Clerk Payments 0 Payment 0 Receipt YOUR PAYMENT HAS PROCESSED AND THIS IS YOUR RECEIPT >> Page 1 of 1 Your account has been billed for the following transaction_ You will rpcpive a rpceint via email - Seminole County Clerk of Court and Comptroller 1750 E. Lake Mary Blvd., Sanford, FL 32773 Transaction Processed Successfully. INVOICE #: 01e33a5d-8b9e-44b8-ab93-3d3bff4ea74b Description ID Service Fee Amount Recording 11/17/2017 is 05/21 $0.46 $13.00 $0.46 $13.00 Date Paid: 11/17/2017 10:18 AM EST Payment Information Total Amount Paid: $13.46 First Name: kristin Last Name: cote Address 1: NA Address 2: City: NA State: NA Zip: NA Phone: Birth Date: ng Information First Name KRISTIN J Last Name COLE Email CustomerService@nCourl.com Street NA City NA State/Territory NA Zip NA Card Information Card Type Visa Card Number """"""7827 Transaction Type Sale Host Response 00 Approval Number H93214 AID A000000O031010 App Label Visa Debit Cryptogram TC 7AA18A35BFC16A79 IMPORTANT INFORMATION Please call (877) 352-8560 If you have any questions regarding this Information. Print Receipt Powered By nCourt Make Another Payment https://www.ncourt.com/x-pressv7lX-Onlinepayments.aspx?juris=f72dca8O-e946-4fc5-8... 11/17/2017 OW GRANT MALOY, SEMINOLE COUNTY CLERK OF COURT & COMPTROLLER PO BOX 8099 SANFORD, FL 32772 407-665-4405 WWW.SEMINOLECLERK.ORG REF: DATE:11/17/2017 TIME:10:18:58 AM RECEIPT: 1629264 KRISTIN COLE ACCOUNT #: 0 ITEM - 01 NC RECD: 11/17/2017 10:19:19 AM FILE: 2017116351 BK/PG 0 9025/1140 FIRST PARTY RE NOTICE COMMENCEMENT Recording Fees 10.00 COPIES 1.00 CERTIFICATION 2.00 Subtotal 13.00 TOTAL DUE $13.00 PAID TOTAL $13.00 PAID CREDIT $13.00 NCOURT # xxxx- ---------------- REC BY: tsmith Have a Nice Day OZQQ) O � oOZo �QQC) Ozz°���. �QQo 0 A O CL. >.: � O v) Z5 O6�z�OW Li: :C �0��Z� JUj CL W oQW"�I � N°m (0) ,00 os )17YM301S 313VON00 ,S (`y) ,Pe'06 H1n0S L 3 7k`d N C irS ~ �• a. 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Q IA V N S: m s O IA V Florida Building Code Online Page 1 of 3 RECORD COPY SCIS Home I Log In i User Registration Hot Topics I submit Surcharge stats B Facts Publications FBC Stag BCIS site Map Unks I search b a 1100%r •' Product Approval IUSER: Public User L::i�oll•�w Product Approval Menu > earch > Application List > Application Detail FL # FL11646-R8 Application Type Editorial Change 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 Atrium Windows & Doors Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 (336) 731-9312 tsmith@atriumwindows.com Authorized Signature Thomas Smith tsmith@atriumwindows.com pING Technical Representative ORp Address/Phone/Email SANE ` Quality Assurance Representative Tommy Smith �FPAR�`� Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 (336) 764-6400 tommy.smith@atrium.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Method 1 Option A 05/22/2017 05/24/2017 http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f r... 12/19/2017 Florida Building Code Online Date Pending FBC Approval Date Approved 05/26/2017 Summary of Products FL it Model, Number or Name Description 11646.1 311/312/378 Sliding Glass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). Page 2 of 3 R-PG35'-1797x2019(71x80)-SD (311), R-PG35-2407x2019 (95x80) -SD (312), R-PG30-1899x2426 (75x96) -SD (312), R-PG35-1829x2083(72x82)-SD (378) Certification Agency Certificate FL11646 R8 C CAC N1013248 311 312 378 SGD D0985,01,pd FL11646 R8 C CAC N1013248.01 311 312 378 SGD D0985.01.odf FL11646 R8 C CAC N1013248.02 311 312 378 SGD D0986.01.odf FL11646 R8 C CAC N1013248.03 311 312 378 SGD D2326.01.0f FL11646 R8 C CAC N1013248.04-Rl.odf FL11646 R8 C CAC NI013248.05-111.odf FL11646 R8 C CAC NI013248.06-Rl.odf FL11646 R8 C CAC N1013248.07-R1.Ddf Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL11646 R8 1I ATR023 SS 2017-01-17.Ddf Verified By: Hermes F. Norero FL PE 473778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R8 AE PER4451 SS 2016-10-20.Ddf Created by Independent Third Party: Yes 11646.2 332/388 Sliding Glass Door SD -1140 72 x 96 (388), SD -1150 72 x 82 (388), SD -1150 71 x 96 (332), SD -R50 95 x 80 (332) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). 11646.3 14000/114000 Sliding Glass Door, HP, XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. 11646.4 14000/114000 Sliding Glass Door, Standard, XO Certification Agency Certificate FL11646 R8 C CAC NI013250 332 SGD D5177.01.Ddf FL11646 R8 C CAC N1013250.01 332 SGD D5177.01.odf FL11646 R8 C CAC NI013250.02 332 SGD 125177.01.odf FL11646 R8 C CAC NI013250.03 332 SGD D5177.01.odf FL11646 R8 C CAC N1013252 388 SGD D5179.01.Ddf FL11646 R8 C CAC N1013252.01 388 SGD D5179.Ol.odf FL11646 R8 C CAC N1013252.02 388 SGD D5179.01.Ddf FL11646 R8 C CAC N1013252.03 388 SGD D5179.01.Ddf Quality Assurance Contract Expiration Date 02/28/2018 Installation Instructions FL11646 R8 11 ATR025 SS 2016-10-20.odf Verified By: Hermes F. Norero FL P.E. 473778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R8 AE PER4492 SS 2016-10-20.odf Created by Independent Third Party: Yes SD -R45 -1829x2032 (72x80) XO, SD -R20 2438 x 2438 (96 x 96) XO, SD -R30 1829 x 2438 (72 x 96) XO Certification Agency Certificate FL11646 R8 C CAC N1011440.01 -R14000 R4000 SD C3400.01-801-47.Ddf FL11646 R8 C CAC N1011440.02 -R1 4000 SD D2325.01.Ddf FL11646 R8 C CAC N1011440.03 -R1 4000 SD 132325.01.0f Quality Assurance Contract Expiration Date 10/31/2018 Installation Instructions FL31646 R8 II ADW -01 4000 SD HP installation Instruction.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SD -R25 -1829x2032 (72x80) XO Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R8 C CAC N1011440 -R1 4000 R4000 SD Approved for use outside HVHZ: Yes C3400.01-801-47.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/31/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fT... 12/19/2017 ,Florida Building Code Online Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. Page 3 of 3 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 550.487-1924 The State of Florida Is an WEED employer. Cooydaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, Contact the off" by phone or by traditional mail. If you have any questions, please Contact 850.467.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for oTdal 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 h=. Product Approval Accepts: ®®1.022-5 MW Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ff... 12/19/2017 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF SI/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEM, 1. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/1 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR NAIL FIN: W000 BUCK: USE 88 W000 SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 1 2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR NAIL FIN: STEEL STUD: USE 08 TEK SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHI INIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 7. FOR THRU FRAME: WOOD BUCK: USE 810 WO00 SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1 21NCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. S. FOR THRU FRAME: CONCRETE/MASONRY. FOR INSTALLATION THROUGH tX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE161NCH DIAMETER UW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 < INCH MINIMUM EMBEDMENT. 9. FOR THRU FRAME: STEEL STUD: USE 030 TEK SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEV AMI IMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT 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. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 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 THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASEO ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.02. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 176, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) ATRIUM CORPORATION 311/312/378 SLIDING GLASS DOOR (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) AND THE CURRENT IRCAV- EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WOMA/CSA IOIAS.Z/A"0O5/O3 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, STEEL STUD, AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 0. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SUE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAIL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I C INSTALLATION A GENERAL NOTES 2 C ELEVATIONS 3 C ANCHOR LAYOUTS 1 C VERTICAL SECTIONS 5 C HORIZONTAL SECTIONS A GLAZING DETAIL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE CONFIGURATION MISSILE IMPACT RATING 70.75' x 79.5' •35.0 / -35.0 PSF OX (FIN) NOT RATED 94.75' X 79.5' •35.0 / -35.0 PSF 74.75' X 95.5' •30.0 / -30.0 PSF 72' % 82' • •35.0 / -35.0 PSF 71.56' x 79 5' •350 / -35.0 PSF OX (FINLESS) 95.63' X 79.5' •35.0 / -35.0 PSF 75 75' X 95.51 •300 / •300 PSF 72' X 62' • •35.0 / -35.0 PSF 'UNIT USES ALUMINUM REINFORCEMENTS, ALL OTHERS USE STEEL O41" OgMd OY Ha F. awe o. P E. pwmw H a awtn- OW E017x1wm rs. Oa2017.01.17 0026.33 0900' Aum a Rff es4131 3W WRLOME cE733Ea FLY6 WEILYI 'WIT37. P�H214)677.2696 FZHZI4)42+.6n O n N C Z �id j Lu AcoLu• yO« mMao i of Oa j<< & HY m Ca FI- W 60 F HY d ^ to I Lu W z Lu H Z < d o z- W ' O Z i VOp < W Ij w 6N 2 1-1.1 4 0. {- F Uv,CC LL LL V OW6 a'4.: .ATR023 SHEET: 1 of 5 95.63' MAX. 72.00' MAX. p 000a wtorH 000a wcoTH jURffUM 43.623' MAX. 36.75' MAX. r1•ae•1 1•o een 11 D.LO. WIDTH D1.0. WIDTH s c e ec M WE oow cam ewo W9NME.1C 277/1 111 (214) U7.2Ne Flr(214)4244/34 m 0 # 72.4375' D f E 79.50' 82.00' S S 5 74,75' m e Of MAX. 5 ,X, S '0' S MAX. MAX. MAX, \ 4a �' D.LO. DOOR DOOR > c v HEIGHT HEIGHT HEIGHT X. �� HEIGHT n W > G m W co J w m N Lu C jZ� LLJ2 of m < F 1d2J 4 Cc, a co o 0 ELEVATION In J TYPICAL ELEVATION In 75.75• MAX. TYPICAL Z c DOOR WIDTH0 Z = d 33.625' MAX. 0v W O D.L.O. WIDTH N d p O 8 ee 0L�E 8125' OAi Ov p < 4 4 4 ISS � = w U. 4'1 m V V_ING TAPE (` LL 0.5GLASS BITE 88.375' S S S 95.50' 4 MAX. X. .0. DOOR iE D.L.O. HEIGHT HEIGHT 2- v GLAZING DETAIL NOTES: (((( R 1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 1n m Z i REQUIREMENT GLASS CHARTS 'c N Y = Z i 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY o v r A 6 GLAZING REQUIREMENTS OUTLINED IN THE CURRENT F8C. DWG #: ATR023 ELEVATION SHEET: 2 OF 5 4 TYPICAL D 2.00' MAX. FROM CORNERS. TYP.., 800"MAX. I F O C., TYP. ATRffUM •�aee.. pro eons. 4 L M mO U,•206 FX (294) 4Z44734 2 00' MAX. FROM � � CORNERS, TYP. N/ 9" p � A a � 8.00• MAX. O.C.. TYP 'O' -T��qp m a v Tri •X. 18.00' MAX. n y � IZ-� awD W • O C m 6.00' MAX. FROM CORNERS. TYP. r a o 6.00' MAX. FROM CORNERS, TYP. T � ANCHOR LAYOUT m JIM- NAIUNG FIN 18.00' MAX. O.C., TYP. �U Z .X. •O• 0 <xd ~ ° v Wo z 2.50' MAX. FROM CORNERS, TYP. 10.00' MAX. O.C.. TYP. I H 0 O O w � o W ,ui ��'j W LL LL v 2.50' MAX. FROM j CORNERS, TYP. ro ANCHOR LAYOUT 10.00' MAX. THROUGH FRAME . !•• iR O.C.. TYP. �� ~ J ` 1111 x {!J mU ,� ei ix %z G V OW& #: Y ANCHOR LAYOUT A TR02 3 NAIUNG FIN SHEET: 3 OF 5 •APPUC" E oNLY TO 74.75• x 95.V CONFIGURATION 3/4' MIN. 2X WOOD FRAME EDGE DISTANCE ATMUM BY OTHERS #10 PAN HEAD WOOD SCREW 3/4• MIN. #tO TEK SCREW o' 4 0 o o s AID cools SHEATHING IA INSTALLATION ANCHOR DISTANEDGE CEINSTALLATION ANCHOR BY OTHERS mo weoorF Com avo EXTERIOR FINISH ; ► EXTERIOR FINISH "'t'Ynt'A BY OTHERS 1 1/2• MIN, BY OTHERS THREE (3) THREADS Pk (:j4)a7•a» FX -(214)4244734 PERIMETER CAULK ` EMBEDMENT PERIMETER CAULK MIN. PENETRATION ^ ;F, BEYOND STEEL STRUCTURE BY OTHERS BY OTHERS N �$ Z d> f 1/4' MAX. 1/4• MAX SHIM SPACE SHIM SPACE lL < rnO � mp<m= O.A. O.A. _ ° o �Z DOOR EXTERIOR _ DOOR EXTERIOR tii < m W o HEIGHT ( A \ HEIGHTCL I ) Q \ \ SEE GLAZING SEE GLAZING _ DETAIL DETAIL ^� < O O Q IN o c c INTERIOR j g VERTICAL SECTION C VERTICAL SECTION Z 4 2X WOOD FRAME -HEAD 4 STEEL STUD FRAME - HEAD O ZO W Z EXTERIOR SEE GLAZING ~ O DETAIL w In G w V w EXTERIOR / \ / \ INTERIOR 06 o N a \� \ O.A. I ) a� w O.A. I A ) INTERIOR DOOR \ LL AJ DOOR \ HEI6HT SEE GLAZING HEIGHT _I DETAIL SEALANT OVER Q ` t�tl Kt p➢� v Q SCREW MAX. ��Q� •: ti, I/4HIM MAX. HIM SPACE � SHIM SPACE _ n A 4 J PERIMETER CAULK 3/4' MIN. r 4 , 4 BY OTHERS -N EDGE DISTANCE t. PERIMETER SEALANT EXTERIOR FINISH �d�'• F BY OTHERS "' 11/4' MIN BY OTHERS 08 PAN HEAD WOOD SCREW EMBEDMENT r:' 4i INSTALLATION ANCHOR _ Ittl iy PRECAST SILL SHEATHING t 4A o Z BY OTHERS ^+ 'A u. < t - BY OTHERS 3/16' ITW TAPCON 1 1/2• MIN. < cm i _ = v Z 2 I/2' MIN. E06E 2X WOOD FRAME o DISTANCE INSTALLATION ANCHOR EMBEDMENT p v 'n BY OTHERS q VERTICAL SECTION /-G-N VERTICAL SECTION DWG"' 4 CONCRETE -SILL 4 2X WOOD FRAME - SILL A TR02 3 ALTERNATE FIN INSTALLATION PYP.) SHEET. 4 OF 5 2X WOOD FRAME BY OTHERS A110 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE -1 1/2' MIN. EMBEDMENT 1/4' MAX ACE 1 1/4' MIN. EMBEDMENT 1/4' MAX SHIM SPACE CAULK BETWEEN IX WOOD BUCK &--\ INTERIOR CONCRETE/MASONRY BY OTHERS INTERIOR SEE GLAZING DETAIL SHEATHIN6� EXTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK E j BY OTHERS O.A. DOOR WIDTH HORIZONTAL SECTION 5 ZXWOODFRAME-IAMB INTERIOR SEE 6L AZI IL DETAIL � INTERIOR SEE GLAZU46 IL DETAIL SEE GLAZING — SEE 6LAzrw EXTERIOR DETAIL EXTERIOR DETAIL F HORIZONTAL SECTION HORIZONTAL SECTION 5 MEETING STILE 5 MEETING STILE AWMINUM REINFORCEMENT STEEL REINFORCEMENT NOTE: FOR USE WITH PANEL SIZES NOTE: CAN BE USED WITH ALL PANEL SIZES UP TO 37.125' X 79.6875' WITH A DE5I6N PRESSURE OF 35 P5F ' 2 1/2' MIN EDGE ` DISTANCE 3/16' ITW TAPCON INSTALLATION ANCHOR SEE GLAZIN6� DETAIL IX WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS E HORIZONTAL SECTION 5 CONCRETE/MASONRY-IAMB O.A. DOOR HEIGHT 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS PERIMETER CAULK BY OTHERS lt10 TEK SCREW INSTALLATION ANCHOR THREE (3) MIN. PENETRATION BEYOND STEEL STRUCTURE 3/4' MIN. EDGE DISTANCE HORIZONTAL SECTION S STEEL STUD - IAMB ALTERNATE FIN INSTALLATION (TYP.) JQL ) oaRU• 6M X0 WRCO" CENT" 4W W84W.NC21774 n6/21416r.2696 FX.f2141424.6,34 Z <=o V W 9L A O0 p kiWU, G V O W tj N I In � m 5 OF 5 m N Z� O tt TT F wig h w In � J < -4 ac 4' a M ZiJ t� ZU) < -Ji ca "t,Id - 64< nx Lu M -c WC.Jw�o o M F < 0 0mi Z <=o V W 9L A O0 p kiWU, G V O W tj N I In � m 5 OF 5 >r -*Florida Building Code Online Page 1 of 2 ram® SCIS Horne I log In I User Registration Hot Topics I Submit Surcharge . Stats B Facts Publications I FBC Staff I BGS SRe Map i Unks I Search Mdfld(*Product Product Approval .�+r USER: Public User l'i�or Product Approval Menu > ProduR or Application Search > Application Ust > Application Detail FL # FL6694-RIO 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 Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com ING Technical Representative Address/Phone/Email TROY FARR 18600 NE WILKES ROAD D Ofto OR 97230 (503)405-9176 FPAR tbfarr@pella.com Quality Assurance Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. @ CBUCK, Inc. 9 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtlhIuR5kUcu5... 12/19/2017 'Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 01/20/2015 02/03/2015 02/08/2015 12/12/2017 FL # Model, Number or Name 6694.1 Serie 10/20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: Configurations of glass conform to latest ASTM E1300 standard and shall be safety glazed where required by FBC. Description Vinyl fixed window (90" X 76") Certification Agency Certificate FL6694 R10 C CAC 411-H-1033.17-18.odf FL6694 RIO C CAC 411-H-1033.29-30.odf Quality Assurance Contract Expiration Date 07/15/2022 Installation Instructions FL6694 R10 lI Drawina 1473.odf Verified By: Warren Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL6694 R10 AE Drawina 1473.odf Created by Independent Third Party: Yes Page 2 of 2 6694.2 Series 10/20 Vinyl fixed window (108' x 64') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6694 R10 C CAC 411-H-1033.13-14.odf Approved for use outside HVHZ: Yes FL6694 R10 C CAC 411-H-1033.25-26.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +25/-25 07/15/2022 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard and shall be safety glazed where required FL6694 R10 11 Drawina 1473.odf by FBC. Verified By: Warren Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL6694 R10 AE Drawina 1473.odf Created by Independent Third Party: Yes 6694.3 Series 10/20 Vinyl Fixed Window (60" x 60") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6694 R10 C CAC 411-H-1033.21-22.odf Approved for use outside HVHZ: Yes FL6694 R10 C CAC 411-H-1033.33-34.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 07/15/2022 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300 standard and shall be safety glazed where required FL6694 R10 If Drawina 1473.odf by FBC. Verified By: Warren Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL6694 R10 AE Drawina 1473.odf Created by Independent Third Party: Yes Bach Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida Is an AAMEO employer. CoovdoM 2007-2013 Sate of flodda_ :: Privacy Statement :: Accessibility Statement :; Refund Statement Under Florida low, emali 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 smalls 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 bene . Product Approval Accepts: Credit Card Sale http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtlhluR5kUcu5... 12/19/2017 GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACOORWICE WITH THESE ORAWINGS. SPECFW AVOW DNBED TO 945E MTERYL STALL BE BEYOND WALL Fa6H OR SPJDW L OPENIH S. OLE" t BUMM FASrDV5 UM BE PROPEREY OCWHW t INSUADS LLED TO TRANSFU WINO LOTO THE SlIn CFURE . I THESE NON -IMPACT RATED PRODUCT 06MLATOS ARE IN ACCOaOAIm WITH AND MEET THE REQUIREMENTS OF THE FIMm1 6M M COOE (FOC). 4 ALL AHODRS SOMM PIDOIICT FRAMES TO PRESSIRE TREATED ROM M WO00 FRAW4 SMALL M CAPABLE Of RESSIDN' CORROSION WISED BY TE PRES = TREATING O/EMTCAIS IN THE W000. I MTERMLS, M DOD Birt NOT UMRED TO STEEL SCREWS. THAT COME INTO OWTACT WITH OTHER OISSI" MATERIALS SMALL MEET THE REOMREMENTS Of ROM 11"M COOS CHAPIER 20. I 10 THE BEST OF OUR IOIOINIEDGE THE PRODUCT 9DNa HEREIN 6 CERWIED t OUALTY ASSRED 9f A HIDROA STATE APPW4ED COTFTOLTON/04 ENTITY t SIALL BE VIDEO IN ACCORDANCE WITH TE FOC AND THE FLOMA DEPARTMENT OF GUSIRM t PROFESWK KQUTtlN SPFCBiA110N& PRODUCT ASSOMLY 6 HOT PART OF THIS ORAWNI AND SHALL BE IN ACCORDANCE MITN THE MANFACIIIREIFS OWLIIY AS91RANCE SPEGFGTIMS t TEST= REPORTS 7. CUFFICAMN OF THESE PRODUCT INSTAiIA11006 SHALL BE CONSOM WOD F AW Of THE FOl10NARG APPLY. 1) Pa000CF 6 DISTALLED WITH ll A MUM POW FROM THE APPUGIBLE LOCAL BULGING DEPARTMDNT. 2) PRODIRT 6 INSTALLED IH ANYONE OTHER THAW A LICENSED CONIRACEOR E WRN INSTALLATIONS OF THIS TYPE OF PRODUCT, 3) F OWCLS PAVE ODO6MED TO THE PROOIICFS CERIFICATTDN DIRFYS CERRFIUTE THAT CQM TESE 04TAUTHO G TO BE INCORRECT Olt INCONSISTENT WON WMT HAS BEEN TESTED. I THE LEAST DESIGN PRESSUREICO SPEOFEITHER IN THIS DRAWING OR IN TIE PRODUCTS =11FGTTI N SHALL CONIROI FOR THE 06TALLED PROOIN,T. I THESE ORAWOM CUM THE PRODUCT 04TALIAMH OILY. WATER PROOFM OF THE WCAUED PRODUCT 6 NOT PART OF THIS INSIALLAIIDN CERTIFICATION. THAT RESPONSOUTY STALL BE THAT OF THE UNAIFACTURDt t/OR 06fALLEA. OPENING TYPE (MIN. GR. 3 t G- MM. 18 GA 33 KSI M WN, 1/8' THC A36 MIN. 1/8' THK 6063 - MIN. C-90 CMU OR 25M EXTERIOR ELEVATION: 4 SCALE: 3/4' = 1'-0' (NAIL FIN MOUNT CONDITION) FRAME/RN TO OPENING FASTENERIMINIMWI MINIMUM TYPE EMBED EDGE 015T. AME SCREWS NO. 10 SMS OR WOOD SCREW 1 1/4' 1 3/4' vSEE SINGLE WINDOW PRESSURE 1 2' TABLE ON THIS SHEET MAX,' . ^y A2 O.C. I 6' FULL Al DIMENSION DIMENSION ALTERNATE AHHyIORL%MstaATE EVAN mm NO ALL ALTERNATE ANCHORS IN THEIR SPECIFIED 2 6MA 1 2' T / T 1 w 2• SriY1 COHTM WYIIII THE DISIALATON EVALUATION DIODEIt OF REDOING THAT THE x �y NAILING FIN FASTENERS ObTAL1ATa6 SPECT® NEE -0 ARE MWE1T WITH THE TEN CTMW Tamm, CDOE AID APRRYIBE SIA1DAIM n v_H r T 1 _D 18' W VI O z Bt O.C. s�O oW i W FIN FASTENER WITHIN 2' � O R OF CORNERS & 10' MAX. J `J vviiH O.C. SEE 'FRAME ANCHOR Caen C� S tl REOUtREMENTS TABLE' ON w a THIS SHEET FOR FASTENER yxa( REQUIREMENTS. Z O Z z Iin O W 6' MA z 41 EXTERIOR ELEVATION: 4 SCALE: 3/4' = 1'-0' (NAIL FIN MOUNT CONDITION) FRAME/RN TO OPENING FASTENERIMINIMWI MINIMUM TYPE EMBED EDGE 015T. AME SCREWS NO. 10 SMS OR WOOD SCREW 1 1/4' 1 3/4' MM LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL. NO. 10 GR. 5 SELF TAP ORALSCREW SEE SINGLE -WINDOW PRESSURE TABLE ON THIS SHEET 1 2' 6' MAX. MAX,' . ^y A2 O.C. I 6' FULL 2 v 117 DIMENSION DIMENSION ALTERNATE AHHyIORL%MstaATE EVAN mm NO ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HD. t0 GR. 5 SELF TAP OR01 SCREW 6MA 1 2' T / T 1 It 1/4' 1 2• SriY1 COHTM WYIIII THE DISIALATON EVALUATION DIODEIt OF REDOING THAT THE x W VI ui NAILING FIN FASTENERS ObTAL1ATa6 SPECT® NEE -0 ARE MWE1T WITH THE TEN CTMW Tamm, CDOE AID APRRYIBE SIA1DAIM in In O 1A o T 1 2 18' W 7 J O.C. z~ oW mm FRAME SCREWS WHERE � O R SHOWN. SEE 'FRAME o ANCHOR REQUIREMENTS TABLE' ON THIS SHEET Caen C� S tl FOR REQUIREMENTS. K # X. V Z Iin I 6' MA MM LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL. NO. 10 GR. 5 SELF TAP ORALSCREW FUII 1 2' ALLOWABLE FRAME FRAME NO. t0 GR. 5 SELF TAP ORtU. SCREW FULL t 2• DIMENSION DIMENSION ALTERNATE AHHyIORL%MstaATE EVAN mm NO ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HD. t0 GR. 5 SELF TAP OR01 SCREW FULL 1 2' 25 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE :it (1) 1/4' CONCRETE SCREW It 1/4' 1 2• SriY1 COHTM WYIIII THE DISIALATON EVALUATION DIODEIt OF REDOING THAT THE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND NAILING FIN FASTENERS ObTAL1ATa6 SPECT® NEE -0 ARE MWE1T WITH THE TEN CTMW Tamm, CDOE AID APRRYIBE SIA1DAIM (3)FRAME SCREWS MUST BE PAN. WAFFLE OR HEX HEAD SCREWS TO BE EQUIVALENT TO OR STRONGER THAN THE EXTERIOR ELEVATION:® .. I SCALE: 3/4' = 1'-0' (FRAME SCREW MOUNT CONDITION) ALLOWABLE SINGLE WINDOW PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE FRAME FRAME PRESSURE LONG SHORT (+/- PSF) DIMENSION DIMENSION MIN. 1/6' THK A36 STEEL NO. 8 GR. 5 SEL' TAP LL SCREW FULL (IN.) (IN.) INSTALLATION & REIN ON 6 9N5AP INH BLE TEST R ANCHOR SIC FL lTS 'w0/OR APP DtlORMA1DN t RLSI0.13 iRDIN APPLICABLE TEST RCFORIS. 11E fl01DM BIRIDIC OWE VERSION COWMM WITH THE VALUATION WAS TAT N matt AT THE TIE INF THE EVALINIDN. a THE EVOIT OF CODE WiJE9DAIOIAPDES/UPOATES Ot a THE i Iv TMT HEW OR A00010M TESTING 6 COMPLETED ON THE RFFERDNttp 10864 25 90 76 25 60 60 50 MIN, 27(4 WOW FRAME OR SUCK NO. 8 SMS SCREW 1 3/8' 1/2' ANCHORS) USED IN TESTING WITH THIS PRODUCT. ux •u (MIN. GR. 3 R G-0.55) MIN. 2X4 WOOD FRAME OR BUCK tt CA ROOFING MALL 1 3/8' 1/2' (MIN. CR. 3 It G=0.55) MIN. 1/6' THK A36 STEEL NO. 8 GR. 5 SEL' TAP LL SCREW FULL 1/2' INSTALLATION & REIN ON 6 9N5AP INH BLE TEST R ANCHOR SIC FL lTS 'w0/OR APP DtlORMA1DN t RLSI0.13 iRDIN APPLICABLE TEST RCFORIS. 11E fl01DM BIRIDIC OWE VERSION COWMM WITH THE VALUATION WAS TAT N matt AT THE TIE INF THE EVALINIDN. a THE EVOIT OF CODE WiJE9DAIOIAPDES/UPOATES Ot a THE i Iv TMT HEW OR A00010M TESTING 6 COMPLETED ON THE RFFERDNttp MIN I/11- THK 6063-T5 ALUM. NO. 8 GR. 5 SEL" TAP LL SCREW FULL 1/2- (1) CONCRETE SCREWS SHALL BE ELCO ULTRACON5 (C.S.). ELCO CRETE -FLEX (S.S.), ITW RAMSET/RW HEAD TAPCONS (C.S. OR SS.) OR HILTI KWIK-CON 0 (C.S OR SS.). PRODUCT. PRIOR TO STATING CODE OMFWCE WITH THE STATE. THE MANVAC11REt (2) WHEN SCREWS ARE USED WITH THE NAIL FW, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE SriY1 COHTM WYIIII THE DISIALATON EVALUATION DIODEIt OF REDOING THAT THE A FIAT WASHER AT THE SCREW HEAD. ObTAL1ATa6 SPECT® NEE -0 ARE MWE1T WITH THE TEN CTMW Tamm, CDOE AID APRRYIBE SIA1DAIM (3)FRAME SCREWS MUST BE PAN. WAFFLE OR HEX HEAD SCREWS li Rsn F � O W d ov 1 Z l p a 8&m; 3 9oge: O V Z_ 3 WE) � z8 r� o Cqi s o. T1Qj� U z i V ANY OTH M PN== ODII MY F -A Wf: HLOOD R ux •u �i.0 WaN b li � Caen C� S tl X. Rsn F � O W d ov 1 Z l p a 8&m; 3 9oge: O V Z_ 3 WE) � z8 r� o Cqi s o. T1Qj� U z i V ANY OTH M PN== ODII MY F -A FIN FASTENER PER EL SEALANT BY OTHERS—I BEHIND NAIL FIN :3 BY OTHERS EXTERIOR ILA1 SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY SUBSTRATE BY OTHERS rPER 'FRAME ANCHOR REQUIREMENTS TABLE' 1/4' MAX. F SPACE tx W x FRAME ANCHOR SUBSTRATE BY OTHERS PER -FRAME PER ELEVATION ANCHOR REOUIREMENTS TABLE - f: '` AROUND x PERIMETEROF EXTERIOR WINDOW SEALANT BY OTHERS SUBSTRATE BY OTHERS 1/4' MAX. SHIM PER 'FRAME ANCHOR FIN FASTENER PER FAT EACH ANCHOR SEALANT BY OTHERS EXTERIOR BUTYL SEALING WASHER REQUIRED AT EACH FASTENER LOCATION AT THE SILL L 1/4- MAX. NAIL FIN SHIM ;' �: •_ FOAM w '` AROUND x PERIMETEROF EXTERIOR WINDOW SEALANT BY OTHERS SUBSTRATE BY OTHERS BEHIND NAIL FIN PER 'FRAME ANCHOR FIN FASTENER PER ELEVATION REQUIREMENTS TABLE' I/4' MAX. SHIM ..f FRAME WIDTH AT EACH ANCHOR SECTION AI I SCALE 1/2 FULL 2 (NAIL FIN MOUNT) FOLN p-j �R= 1/4' MAX. SPACE SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REOUIREMENTS TABLE' FIN FASTENER PER ELEVATION SEALANT BY OTHERS BEHIND FRAME WIDTH SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SPACE NAIL FIN WITH LOW EXPANSION ;' �: •_ FOAM w '` AROUND x PERIMETEROF EXTERIOR WINDOW SECTION st SCALE: 1/2 FULL 2 ZFRAME (NAIL FIN MOUNT) SHIM MAX.ACH I/4' MAX. SHIM ..f FRAME WIDTH AT EACH ANCHOR ATTEE ANCHOR I FRAME ANCHORSUBSTRATE BY OTHERS PER 'FRAME PER ELEVATION ANCHOR REOUIREMENTS TABLE' KUM A2 SCALE: 1/2 FULL 2 (FRAME SCREW MOUNT) SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REOUIREMENTS TABLE' CONTINUOUS WOOD MEMBER LESS IN SIZE SEALANT BY THAN A 2X_ BUCK TO BE MIN. 3 1/2' DEEP. OTHERS NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). FRAME SCREW PER ELEVATION & -FRAME EXTERK)R ANCHOR REQUIREMENTS TABLE' OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN. SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REOUIREMENTS TABLE' FRAME ANCHOR—< PER ELEVATION SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME �'•:: `• SEALANT BY OTHERS SECTION t _82'\ L�,y SCALE: 1/2 FULL (FRAME SCREW MOUNT) J' 41T111RO` K W 3 4 Florida Building Code Online SCIS Home I Login I User Registration Mfi� � r 'a Product Approval bUSER: Public User ,a�a►� ��aa,,��wa I Page I of 2 Mot TOPICS I Submit Surcharge Stats B Facts Publications I FBC Staff I SCIS Site Map I Links ! Search Product Approval Menu > ProduR or AoolkaUon Search > Application List > Application Detail FL tt FL2533-R18 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Hamer ASTM D6162 2000 mark.d.harnerosalnt-gobain.com 2000 ASTM D6164 2005 OjtLDfNc Technical Representative Mark D. Harner 2009 Address/Phone/Email 18 Moores Road SANFORD 2004 Malvern, PA 19355 (610) 651-5847 Mark. D.Harner®saint-gobain.Com O Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE © Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv... 12/19/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r I Method 1 Option D 06/06/2017 06/08/2017 06/09/2017 08/08/2017 09/14/2017 Page 2 of 2 FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVNZ: No FL2533 R18 II 2017 06 FINAL Al ER CERTAINTEED MODBIT FL2533- Approved for use outside MVHZ: Yes R18.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: +N/A/ -630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R18 AE 2017 06 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R18.Ddf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Contact Us :: 2601 Blair Stan* Road. Tallahassee Fl. 32399 Phone: BSO -487.1824 The State of Florida Is an AA/EEO employer. Coovrloht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not send electronic mall to NK entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for oTWI 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 click b=. Product Approval Accepts: ®® Credit Card Sate http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 12/19/2017 QOTRINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFr RESISTANCE Table Deck Application Type Description Page 3A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 10 Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 IE -1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 IE -2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 28 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 50 CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 51 60 Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG 1114 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast 1114 with Hex Plate or 3" Round Insulation Plate, Trufast HO with Trufast 3" Metal Insulation Plates or FlintFast 914 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. ➢ Steel Deck: OMG 912 or 914 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG 912 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast 912 or 914 with Hex Plate or 3" Round Insulation Plate, Trufast OP or HO with Trufast 3' Metal Insulation Plates or FlintFast 912 or 914 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG 914 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast 914 or OekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HO or CF with Trufast 3' Metal Insulation Plates or FlintFast 914 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturers published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report 3520.03.04-1119 for FL2S33-R18 Certificate of Authorization 99503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 1 of 57 QOTRINITYIERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or structural concrete deck. The structural deck shall be of equal or greater configuration to the steel and structural concrete deck listings. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. ➢ Not asphalt (HA): Full coverage at 25-30 lbs/square ➢ Ashland Pliodeck (A -PD): Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Dow Insta-Stik (D4S): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c. ➢ Millennium PG -1 Pump Grade Adhesive (M -PGI): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. OMG OlyBond 500 or OlyBond Green (08500): Continuous 0.75 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot) ➢ ICP Adhesives CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. Note: When multiple loyers(s) of insulation and/or coverboord are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are Rat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck (A -PO) @ 12 -inch o.c. MOP -105.0 psf (Min. 1.0 -inch) D Ashland Pliodeck (A -PO) @ 6 -inch o.c. MOP -277.5 psf (Min. 1.0 -inch) Dow Insta-Stik (D -IS): MOP -120.0 psf (Min. 1.0 -inch) D Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 1.0 -inch) ➢ Millennium PG -1 Pump Grade Adhesive (M -PGI): MOP -157.5 psf (Min. 1.0 -inch) ➢ OMG OlyBond 500 (08500): MOP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) ➢ OMG OlyBond 500 (08500): MOP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MOP -315.0 psf (Min. 0.5 -inch ENRGY 3) OMG OlyBond 500 (08500): MOP -487.5 psf (Min. 0.5 -inch ACFoam II) ➢ ICP Adhesives CR -20: MDP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with F8C Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WOl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 9. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX -1 or Testing Application Standard TAS 105. 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with AN51/SPRI IA -1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 12. For Concrete Deck or Recover Applications using System Type 0, the insulation is optional. Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1119 for FL2533-1118 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 2 of 57 QOTRINITYIERD 13. Lightweight Insulating Concrete (LWC) shall be cast in accordance with F8C Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2 -inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. :it GERTAINTEEO FUNTIASTIC� MOOlFIEO BfR1MEN COMPONENTS& APPUWTION METH00s Reference layer Material Application BP -AA (Base and PM sheets, Asphatt-Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 lbs/square Ply One or more Flintglas Ply 4; Flintglas Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots in 30 - (Base, spot-Asphstt-AppBed) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid (Base, spot -Asphalt -Awed) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced (Base, stdp•Asphatt-Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square SP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA (sar, Asphalt -Applied) asphalt at 2G-40 lbs/square Hot as Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 (S8S'Coki-Apace) Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 (sss coa-Applied) Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 gal/square. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar-, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 (SU Coe -Applied) Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Adhesive, beads spaced 6 -inch o.c. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1119 for FL2533-1118 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 19: 06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 3 of 57 ��TRINITYJERD 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1119 for FL2533-RIS Certificate of Authorization 719503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 651.5847 Appendix 1, Page 4 of 57 CERTAINTEEO fUNTIASTtC� MODIFIED BfTtfMEffCOMPONENTSZAPPUGATION METHODS (CONTINUED) Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Flintlastic GTS -FR CoolStar; FlintClad Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP -TA Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR (APP, Torch-Applwd) CoolStar SBS -SA -H Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering (SBS. Self•Adherim Hybrid Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA Self -Adhering Ply Flintlastic SA P"ase; Flintlastic SA Mid Ply (SBS, Self-Adherip) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1119 for FL2533-RIS Certificate of Authorization 719503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 651.5847 Appendix 1, Page 4 of 57 QOTRINITYIERD TABLE IE -2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 141 MOP No. (Note 1) Base Fasteners Attach Ply Cap (Psf) SBS -SA (Optional) SBS -SA SBS -SA -- 127.5 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) SP - Min. 15/32 -inch plywood FlintFast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three AA, SBS -AA, SBS -AA, SBS- W -89 at max 24 -inch spans Base 20• Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (3), equally spaced, staggered center rows SBS -TA or TA or APP -TA -97.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HO APP -TA W-90 Min. 15/32 -inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three APP -TA APP -TA -97.5 at max 24 -inch spans #14 HD (3), equally spaced, staggered center rows. Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP - W -91 Min. 15/32 -inch plywood Base 20; All Weather / Empire FlintFast #14; Trufast 3" Metal Insulation 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. at three AA, SBS -AA or SBS -AA or -97.5 at max 24 -inch spans Base; Poly SMS Base; Ultra Poly Plates with Trufast HD (3) equally spaced, staggered center rows SBS -TA SBS -TA SMS Base; Yosemite Min. 19/32-inchGlasbase; P�ood Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three SP -AA, SBS - 585 -AA, SBS- W -92 at max 24 inch spans Base 20; Poly SMS Base; Ultra Note 2 (3), equally spaced, staggered center rows AA, SBS -TA or TA or APP -TA .105.0 Poly SMS Base; Yosemite APP -TA Min. plywood OMG 3 in. Round Metal Plates with OMG 7 -inch o.c. at paced, lap and 7-inc, in three W-93 x 24 -inch at max 24 inch spans Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast ceo.nter r (3), equally spaced, staggered tenter rows APP -TA APP -TA -105.0 q14 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) 8P - Min. 15/32 -inch plywood Flintfast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four AA, SBS -AA, SBS -AA, SBS- W -94 at max 24 -inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS -TA or TA or APP -TA .127.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HD I APP -TA Min. 15/32 -inch plywood OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four W-95 at max 24 -inch spans Flintlastic APP Base T #14 HD (4), equally spaced, staggered center rows. APP -TA APP -TA -127.5 COLO-APPUEO SYSTEMS: Glasbase; Flexiglas Base; Min. plywood Flintlastic Base 20; All Weather / Flintfast 3 in. Insulation Plates with (-inch o.c. at paced, lap and (-inch in three (Optional) W-96 at max 24 inch spans x 24 -inch Empire Base; Yosemite Venting Flintfast #12 or #14; Trufast 3" Metal ceo.nter r 13), equally spaced, staggered center rows SBS CAl SBS-CA1 -52.5 Base; Flintlastic Poly SMS Base; Insulation Plates with OP or HD Flintlastic Ultra Poly SMS Base TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 14) MOP (Psf) Base Ply Cap W-97 Min. 15/32 -inch plywood at max 24 -inch spans FlintPrime or FlintPrime SA SBS -SA -H (Optional) SBS -TA, APP -TA SBS -TA, APP -TA -112.5 W Mins. t5/t32t 0ch•plywood at max 24 -inch spans _FlintPrime or FlintPrime SA SBS -SA (Optional) SBS -SA SBS -SA -- 127.5 Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report 3520.03.04-1119 for FL2S33-R18 Certificate of Authorization 719503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Corporation; (610) 6S1-5847 Appendix 1, Page 17 of 57