The URL can be used to link to this page

Home My WebLink About423 Grasdview AveDEC 10 2016 BY CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 7 Application No: Documented Construction Value: $ dig�(,0 Job Address: 4429 %1.2A4SJf//e(,J QV e / %.Ca^-�Ok?l� Historic District: Yes ❑ No ❑ Parcel ID: ,3/• / 9• Z /• S// - b000 - C)O 90 Residential [Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: le c - 'Ro60- , M e-T,A _ Plan Review Contact Person: 4WD V ir le, Title: Phone: C/p%• ?A • (7.3ot .1, Fax: 7122 • Email: E Property Owner Information /(-'tbdY%./7et Name 7A Je_ 121 Phone: Yb7 • .3�� - 9S�� Street: yoZv? /y • l�/ZAN 4n I E64%j . - Resident of property? : CS City, State Zip: (dh,r!DIZfI_ I'Lly Contractor Information Name A/J (✓o G/L /C UU )eiej ri ^^ Phone: C/07 - ZIP- • 9sS� Street: Goo J. '/Lei CAJ Fax: ALO % �— City, State Zip: cf -L0z0 - `L– 2227,e State License No.: C G a ZZJ ArchitecVEngineer Information Name: /V A Phone: Al /1 Street: City, St, Zip: Fax: E-mail: Bonding Company: XJA Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in 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 bfQ 9 5 Permit Application 0 Signature oil: Notah.-State of Flouda • DONALD RASH . o Notary Public - State of Florida . _ Commission # FF 221706 My Comm. Expires Apr 16, 2014 fJ� ��% `�``�•••' Bondedt r Produce ID _v Typc o D NOTICI': 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 ofthis county. and there maN 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 ol'Florida I.icn I.aw. FS 713. The City of Sanford requires payment of a plan rcvic%v 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 he considered the estimated construction value of the job at the time of submittal. The actual construction value will be ligured based on the current ICC Valuation Table in ellect 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 pen -nit Ices when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate a at all work will be done in compliance with all applicable laws regulating construction and tonin rant %n% lilSoil s INallle Me or J,2-)1- /6 Date Print Co ctor/Agcnt*s Name Sig •�o4`r'a"l',1* DONALD RASH s �°`� Notary Public - State of Florida Commission # FF 221706 �%,� 111.11j,• My Com Expires Apr 16, 2019 .osc� Co I National of Assn. to Me or Produced ID 'I'ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps• Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No ❑ # of I•leads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: 5r1_5'q Revised. June ,ltl, 2015 Permit Application ADCOCK ROOFING 800 French Ave. Sanford, FL 32771 (407) 322-9558 * (407) 330-9333 (Fax) adcockroofingl@bellsouth.net www.adcockroofing@bellsouth.net November 21, 2016 ESTIMATE Name: Steve Decresie Phone: (407) 416-4698 Address: 423 Grandview Ave North Cell: (407) City: Sanford, FL 32771 Fax: Email: s.decresie@gmail.com SCOPE OF WORK: COMPLETE ROOF REPLACEMENT - METAL 1. Customer to remove existing tile presently installed. 2. Re -nail decking as per new building. 3. Dry in with new layer of high temp peel & stick on 3/12 pitch portion of roof. 4. Install new 26 gauge; Galvalume Rib Panel Metal Roof. 5. Dry in 2/12 pitch portion of roof with 43## organic underlayment. 6. Install new Modified Bitumen on 2/12 pitch portion of roof. 7. Install new drip edge; 26 gauge, painted galvanized. 8. Secure all permits. 9. Clean up & haul away debris. 10. Inspections included. Labor & Materials: $20,900.00 Extra — Bad wood: Time & Materials - $70.00 per sheet plywood; 2 x 4 and fascia - $4.50 ft. Extra — Adcock to remove tile - $840.00 Warranty: 30 Years on Galvalume Rib Panel 7 Years on Workmanship Andy Adcock, Owner Andy Adcock DCPA Parcel View: 31-19-31-511-0000-0090 Property Record Card Parcel: 31-19-31.511-0000.0090 Owner: MARTINEZ JANE M Property Address: 423 N GRANDVIEW AVE SANFORD, FL 32771 i . .nw, ma.aavn � , •o.a.� w......a,.� Parcel 31-19-31.511 -0000-OM Owner MARTINEZ JANE M Property Address 423 N GRANDVIEW AVE SANFORD. FL 32771 Mailing 423 GRANDVIEW AVE N SANFORD. FL 32771-3525 Subdivision Name ROSE COURT Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY -- Exemptions 00-HOMESTEAD(2002)— -- - - - _ - - .1, Y I ry T1J. S� r� OPOO �J min a County GIS', Page 1 of 2 - 2017 Working 2016 Certified Page Values Values Valuation Method I Cost/Market Cost/Market -' Number of Buildings 1 ! 1 Depreciated Bldg Value i $76,414 1$74.368 $56.4451 County General Fund --- $106,445- Depreciated EXFT Value $10.302 i $10,468 $106,4451$25,000 - _-- - $22,500 No $81,445 Land Value (Market) $27,379 $27,379 Land Value Ag Just/Market Value " $114,095 1$112,2115 Portability Ad/ - - - - - - - - --- i Save Our Homes Adj $7,650 $6,510 Amendment 1 Adj -- P&G Adj ISO $0 Assessed Value ; $106,445 ! $105,705 Tax Amount without SOH: $1,436.05 2016 Tar, Bill Amount $1,305.57 Tax Eslimator Save Our Homes Savings. $130.48 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT ROSE COURT PB3PG3 I Taxes - -' ---- - -- - - - - - - - - - - • ---- - ---- - ' Taxing Authority Values�Taxable Assessment Value Exempt Values Value Taxable Value Page City City Sanford $106.445 $50.000 i $56,445 SJWM(Saint Johns Water Management) - $106,445 $50,0001 $56.4451 County Bonds $106,445' $50,000 ; $56.4451 County General Fund --- $106,445- $50,000 $56.445 Schools $106,4451$25,000 - _-- - $22,500 No $81,445 Sales Description Date Book Page Amount Qualified Vat•/Imp WARRANTY DEED :6/112001 04117 0224 $117.9001 Yes Improved WARRANTYDEED 11/1/1992 02503 $82,400 1 Yes Improved WARRANTY DEED - - i 1/1/1977 — - - _- 01140 i-0724 0531 _-- - $22,500 No Improved Find Comparable Sales i rano Method Frontage Depth -- Unit.= Units Price Land Value FRONT FOOT 8 DEPTH 124 00 1--132.00 0 ; $230 00 $27,379 Building Information Is Bed/Bath count incorrect? Click Here Al Description Year Built Fixtures Bed Balli Base Area Total SF Living SF Ext Wall Adt Vatue Repl Value Appendages Actual/Effective 1 SINGLE 1950/1960 5 3 . 1 5 , 1,423 2,634 ; 1,423 , CONC $76,414 i $124,758 iDescription Area FAMILY ! BLOCK 1 287.00 http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=31193151100000090 12/18/2016 F' D City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the le/ft or indicate n/a on this submittal. A complete application package shall include the following: r7 Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. I/ Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). �i A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 61 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). M// Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines ivere compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, slate, and federal code requirements. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /d • / 9 • % to I hereby name and appoint: h412 Wae � \ an agent of: (Name of Company) �V 0 cil to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O The specific permit a50 application for work located at Expiration Date for This Limited Power of Attorney: /,;t - / g • 201 7 License Holder Name:A-,j ,242 J 401-0 c1 S State License Number: 61- td 2,2,S -7)'l Signature of License Holder: STATE OF FLORIDA COUNTY OF q5PIlnoi✓eC- The foregoing instrument was acknowledged before me this /q day of 1QeL , 200_, by Z}x1 Dy-?-L..J Ay cJ-. who is o personally known to me or o who has produced identification and who did an oath. Signature C ^� eal) DONALD RASH ��(}�?�G 'KJfj't•b/ _'' • n, Notary Public -State of Florida Print or type name + • Commission # FF ?21706 My Comm. Expires Apr 16. 2019 Bonded throughNalionaJNotaryAssn Notary Public -State of 0vur.✓ % Commission No. My Commission Expires: '-1 ( Rev. 08.12) as Y'L THIS INSTRUMENT PREPARED BY: Name: ADCOCK ROOFING Address: 800 S. FRENCH AVE. SANFORD, FL 32771 NOTICE OF COMMENCEMENT Permit Number: I L — —:!>315 Parcel ID Number. 31-19-31-511-0000-0090 1199181 111911111/ VIII 111111111111111111 11ARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 3329 F's 1326 (1 F'ss ) CLERK'S T 2016132473 RECORDED 12/21/2016 11:26:49 AM RECORDING FEES `310.00 RECORDED BY hdevore The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Re -Roof 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Name and address: MARTINEZ JANE M: 423 N GRANDVIEW AVE SANFORD, FL 32771 Interest In property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: Address: 4, CONTRACTOR: Name: Adcock Roofing Phone Number: 407-322-9558 Address: 800 S. French Ave., Sanford, FL 32771 �5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)T., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. State of Qi't G. County of / The foregoing Instrument was acknowledged before me this day of -L'P_/ L44 •P„ -k 20 �j- t by .7i:yi . Mai- 1 , A4.4 7 Who Is personally known tome D OR Name of perdon making statement who has produced identification IR type of identification produced: L.. ••,,,,,,,, OONALD RASH `RY 'Py°,0:=,, Notary Public - State of Florida _�+ Commission # FF 221706 Apr 16, 2019 - My Comm. Expires c• s +'? Bonded through National Notary Asqq ��'-- DEC 2120 12,47,21- o�G IMRTIF1EDCf-\PY—/MtRYANNF. MORSE CLERK OF THE I T OURT AMD gYy 1 DEPUTY CLUM I Florida Building Code Online RECORD COPY Page 1 of 2 Y/ AIle, 1 bprSC!S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links { ~(Product ApprovalUSER. Public User Frr4 :t: > Dn;d •.: G• /p: r i;iCr > App!!( > Application Detail ;Ir.i{ZAP;, FL it Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL17401-R3 Revision 2014 Approved Mid -States Asphalt & Cant Strip, Inc. 1637 51st Avenue Tuscaloosa, AL 35401 (205) 345-6634 eric@msaroof.com REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER tz =SA3 DATE James Buckner jimmy@cbuckinc.net Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 (205) 345-6634 r'@ rof m Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner P.E. @ CBUCK Engineering Evaluation Report Florida License PE -31242 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2019 Validated By Do Yeon Kim, P.E. .0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM D1970 UL 1897 Florida Licensed Professional Engineer or Architect C!': 74*0 1 - ift i- r:qu.-,_1I-,t Aland=tri r-q,Llv.1:r>i #16-3373 wit -DING SANFORD ?A, OFPAR,�,� • Year 2009 2004 https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgtCU... 9/7/2016 e is msa o .co SANFORD BUILDING DIVISION Quality Assurance Representative Eric Bailey A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Address/Phone/Email 1637 51st Avenue LICENSE TO PROCEED WITH THE WORK AND NOT AS Tuscaloosa, AL 35401 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET (205) 345-6634 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL eric@msaroof.com CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Category Roofing :,EOUIRING A CORRECTION OF ERRORS IN PLANS, Subcategory Undedayments :ONSTRUCTION OR VIOLATIONS OF THIS CODE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner P.E. @ CBUCK Engineering Evaluation Report Florida License PE -31242 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2019 Validated By Do Yeon Kim, P.E. .0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM D1970 UL 1897 Florida Licensed Professional Engineer or Architect C!': 74*0 1 - ift i- r:qu.-,_1I-,t Aland=tri r-q,Llv.1:r>i #16-3373 wit -DING SANFORD ?A, OFPAR,�,� • Year 2009 2004 https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgtCU... 9/7/2016 . Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Dale Pending FBC Approval Date Approved FL # 17401.1 Page 2 of 2 Method 1 Option D 11/02/2015 11/02/2015 11/04/2015 12/15/2015 Model, Number or Name 1. QUIK-Stick IW, QUIK-Stick IWS, QUIK-Stick HT, QUIK-Stick HT -Pro, QUIK-Stick FS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17401.2 12. QUIK-Stick HT (High -Temperature) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -52.5 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. Description ISelf-Adhered Underlayments Installation Instructions fi {Z.iil�R7_II_i ^urASbrtiF4niRc:1.O�''1+uf Verified By: James L Buckner, P.E. PE #31242 Created by independent Third Party: Yes Evaluation Reports W140123 AE [:VAL f_Pi,IiT.t:rr Created by Independent Third Party: Yes Self -Adhered Underlayment (with uplift performance) Installation Instructions Fi ; Verified By: James L Buckner, P.E. P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports Ft17as1 r:;kr-,_(}i:.�l:cYHyFVwtuEopr.T,�,lr Created by Independent Third Party: Yes renr NHnx_ � Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: B50.487.1824 The State of Florida is an AA/EEO employer. Cppvnbht 2007-2013 State of Florida.: • Pnvacv Statement •: Accesslbildv_5iittement :: flCIYIIO `5 Under Florida law, email addresses are public records. II you do not want your e-mail address released in response to a Public -records request, do electronic mail to this entity. !nstead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 11 Section 455.275(1), Florida Statutes, efteclive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To deterrr are a licensee under Chapter 455, F.S., please click here_. Product Approval (Accepts: Safe https://www.f]oi-idabuilding.orc!/r)r/pr_app dtl . aspx?param=wGLVXQwtDgtCU... 9/7/2016 CSUCK EngineerInq Spc►cldlfiy StrUCturdl E nglnPe*rinq CBUCX, Inc. Certificate of Authorization #8064 Evaluation Report Mid -States Asphalt "QUIK-STICK HT" Roof Underlayments Manufacturer: Mid -States Asphalt & Cant Strip, Inc. 1637 5111 Avenue Tuscaloosa, AL 35402 (800) 489-2391 for Florida Product Approval # FL 17401.2 R3 Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Underlayment Product(s): Description: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 15-204-QSHT-ER (Revises 15.180 -AHTS -ER) Date: 10 / 27 / 15 Contents: Evaluation Report Pages 1— 6 "QUIK-STICK HT" Self -Adhered Underlayment Digitally signed by lames L. Buckner, P E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15.23.i11111111rr `` �P . �10EN4 Fp * ' No 31242 * '_ LU TSTATE OF to RID 2015.11.02 13:38:15 -05'00' CBUCK, Inc. - Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Wiling Address: 2637 E. Atlantic Blvd. #34069. Pompano, FL 33062 CBUCK Engineertnq Speclalty Structural Englnec=rinq Manufacturer: Mid -States Asphalt & Cant Strip, Inc. Product Name: "QUICK -Stick HT" Product Category: Product Sub -Category Compliance Method: System Description: Product Assembly as Evaluated: Roofing Underlayment FL ft: FL 17401.1 R3 Date: 10/27/15 Report No.: 15-204-QSHT-ER Page 2 of 6 CBUCK, Inc. Certificate of Authorizotion #8064 State Product Approval Rule 61G20-3.005 (1) (d) "QUICK -Stick HT" Smooth, self -adhering underlayment membrane adhered to plywood deck. Refer to Page 4 of this report for product assembly components/materials & standards: "QUICK -Stick HT" Self -adhering underlayment adhered to: Plywood Deck Support Deck: Type: Plywood Deck (Design of support & attachment of support is outside the scope of this evaluation) Description: • 15/32" (nominal) or greater Plywood Performance Results: Wind Uplift Resistance: • Design Uplift Pressure*: - 52.5 PSF * Allowable design pressure(s) for allowable stress design (ASD). FL ft: FL 17401.1 R3 Date: 10/27/15 CE3UCK EngineerinQ Page Report No.: 15of 604-QSHT-ER Speelcs lj Structural Englneerinq CBUCK, Inc. Certificole of Authorizotion #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL 1897-04 — Uplift test for roof covering systems • ASTM D 1970-09 — Specification Self adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underioyment for ke Dom Protection • ASTM D 4798-04 - Standard Practice For Accelerated Weathering Test Conditions And Procedures For Bituminous Materials (Xenon -Arc Method) • TAS 103 - Test Procedure for Self -Adhered Underloyments for Use in Discontinuous Roof Systems Standards Equivalency: The ASTM D 1970-01 standard version used to test the evaluated product assembly is equivalent to ASTM D 1970-09 standard version adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The products described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through UL, LLC. (FBC Organization #: QUA 9625). Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: • This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use' • Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code'. Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) CSU CK Engineering Speclalty Structural Engineering PRODUCT DESCRIPTION: FL H: FL 17401.1 R3 Date: 10/27/15 Report No.: 15-204-QSHT-ER Page 4 of 6 CBUCK, Inc. Certificote of Authorizotion #8064 Product Standard Thickness (Nominal) Roll Dimensions Description QUIK-STICK HT ASTM D 1970 60 mils 36" x 66.8' or Self -adhering, SBS modified (High Temperature) 39" x 61' membrane reinforced with non -woven (200 sgft) rolls fiberglass mat and a skid -resistant, polyester surface designed for use in high temperatures Installation: Installation Instructions: (Refer to the end of this evaluation report.) "QUIK-Stick HT" shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014), and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 1897-04 Test By PRI Construction Materials Technologies, Inc. (FBC Organization IDH TST 1556) • Report No. MSA -007-02-01, Date: 6/17/15 2. ASTM D 1970-01 & ASTM D 4798 Test By PRI Construction Materials Technologies, Inc. (FBC Organization IDH TST 1556) • Report No. BWR-534-02-01, Date: 9/07/12 3. TAS 103 Test *Report No. BWR-533-02-03, Date: 9/07/12 By PRI Construction Materials Technologies, Inc. (FBC Organization IDH TST 1556) 4. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization H ANE 1916) 5. Quality Assurance UL, LLC (FBC Organization H: QUA 9625) HTG DY. R22025 6. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization H ANE 1916) FL It: FL 17401.1 R3 i, Date: 10/27/15 CSUC y 1\ Engtneerinq Page Report No.:5 -2064-QSHT-ER SpPcldlfy Structural &ng1f1PPr1ncj DUCK, Inc. Certipcote oJAuthorization #8064 Mid -States Asphalt & Cant Strip, Inc. "QUIK-STICK HT" Self -Adhered Roofing Underlayment Installation Method Manufacturer's General Installation Instructions: • Product to be applied directly to a clean dry surface, free from any moisture, ice, dust, loose nails, protrusions, voids or any other debris. • Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. Do not lay rolls on their sides. • Prime surface as recommended by manufacturer. • Adhere membrane only in fair weather when the air, surface and membrane are at a minimum temperature of 40° F. For installation below 40° F, mechanically fasten membrane to deck with nails until fully adhered. • Start at the low point of the deck, align the membrane and press into place onto roof deck. • Adhesive is pressure -activated, so press firmly into place using uniform pressure with a weighted roller. • Overlap end laps a minimum of 6". Side laps a minimum of 3". Drip edges a minimum of 3/8". • For valley and ridge installation, cut product to desired length, apply pressure from the middle working to the outside edges. • QUIK-STICK HT end laps must be sealed with a 1/8" layer of SBS mastic. This is also recommended for the other products. • Allow product to completely relax prior to any fastening. • Do not expose QUIK-STICK HT to direct sunlight for more than 90 days. • Minimum slope shall be 2:12 or greater. "QUIK-Stick HT" shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014), and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. CBUCK Engineering FL #: FL 17401.1 R3 Date: 10/27/15 Report No.: 15-204-QSHT-ER Page 6 of 6 Speclafty Structural EnQInPPrinQ CBUCK, Inc. Certificote ofAuthorizotion #8064 Mid -States Asphalt & Cant Strip, Inc. "QUIK-STICK" Self -Adhered Roofing Underlayments Product Illustrations MINE a QUIK-STICK HT � 311 Dn (PA -i 1 I- M M 1V11"- Underlayment Application: For roof slopes between 2 units horizontal to 12 units vertical (17%) and 4 units vertical to 12 units horizontal (33%), two layers of MSA UL 15#, MSA UL 30#', MSA ASTM D226.159, MSA ASTM D226 309, MSA Z-15, or MSA Z-30 must be applied to the roof in the following manner. -Apply 19 inch -wide strip (483mrn) of underlayment felt parallel with and starting at the eaves. -Starting at the eave, apply 36 -inch wide (914mm) sheets of underlayment overlapping successive sheets 19 inches (483mm). Distortions in the underlayment shall not interfere with the ability of the shingles to seal. -End laps shall be offset by 6 feet (I 829mm). -Corrosion-resistant fasteners are applied along the overlap at a maximum spacing of 36 inches (914mm) on center. Underlayment Application: For roof slopes 4 units vertical to 12 units horizontal (33%) and greater, one layer of MSA UL 15#, MSA UL 30#, MSA ASTM 226 159, MSA ASTM D226 309, MSA Z-15, or MSA Z-30 must be applied to the roof in the following manner. -Underlayment shall be applied shingle fashion, parallel to and starting fi-om the eave and lapped 2 inches (51mrn). -End laps shall be offset by 6 feet (I 829mm). -Corrosion-resistant fasteners are applied along the overlap at a maximum .spacing of 36 inches (914mm) on center. Mid -States Asphalt recommends the application of the above components be in accordance with the guidelines provided by the Florida Building Code. MID -STATES ASPHALT & CANT STRIP, INC 1637 51" Avenue - TUSCALOOSA, AL 35402 PHONE: 800-489.2391 FAX: 800.880-3834 pe , " . 6563 d 3/6!?—/ A -4-b 9 Tl M t nco LO TRINITY; APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE `�. 1 Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1 B 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 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech: Attached Base Sheet, Bonded Roof Cover 10-12 IE -1 Wood New, Reroof (Tear-Ofo E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 3E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be In accordance with FOC requirements to the satisfaction of the AHJ. 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: i Wood Deck: OMG #14 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 HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. Concrete Deck- OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -30 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 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, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R17 for FL2533-R36 Revision 17:02/04/2016 Appendix 1, Page 1 of 58 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear-CNf) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, 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 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 j. 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 A' O 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 U 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 O SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 W SB CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 a 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 5D 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 68 Gypsum Reroof (Tear -Oft) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D 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 52-58 7B Various Recover F Non -Insulated, Bonded Roof Cover 58 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 FOC requirements to the satisfaction of the AHJ. 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: i Wood Deck: OMG #14 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 HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. Concrete Deck- OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -30 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 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, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R17 for FL2533-R36 Revision 17:02/04/2016 Appendix 1, Page 1 of 58 TRINITY ERD 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 concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. 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 manufacturer's published instructions. > Hot 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 (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. > Dow Spray -N -Grip (D -SG): Full coverage 1 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 S00 or OlyBond Green (08500): Continuous 0.75 -inch wide ribbons, 12 -inch o.c. (PaceCan or SpotShot) > 3M CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 Is referenced). Note: When multiple layers(s) of Insulation and/or coverboard ore installed in ribbon-opplied adhesive, adhesive ribbons shall be staggered from !oyer-to-loyer a distance of one -Rolf 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 flat 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 MDP listings in the tables; rather if MDP 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: i Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 psf (Min. 1.0 -inch) % Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) > Dow Insta-Stik (D -IS): MDP -120.0 psf (Min. 1.0 -inch) Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 1.0 -inch) > Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf (Min. 1.0 -inch) OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) > OMG OlyBond SOD (OB500): MDP -187.5 psf (Min. 0.S -inch ISO 9S+ GL) OMG OlyBond 500 (OB500): MDP -315.0 psf (Min 0.5 -inch ENRGY 3) Y OMG OlyBond 500 (OBS00): MOP -487.5 psf (Min. 0.S -inch ACFoam II) > 3M CR -20: MOP -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 FBC 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, 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. 30. 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 TAS 105 or ANSI/SPRI FX -1. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R17 for FL2533-R36 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 V TRINITY I ERD 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 AH), as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CERTAINTEED FUNFLASTic* MODIFIED BrrumEN COMPONENTS & APPLICATION METHODS Reference layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP-AA2 Hot asphalt in 24 -inch diameter spots in 30- (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base inch grid pattern BP-AA3 Hot asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base pattern noted herein. BP-AA4 Hot asphalt in 9 -inch wide ribbons spaced (Base, Strip -Asphalt -Applied) Base Yosemite Venting Base 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 BP•CA3 Base/Ply Glasbase, All Weather/Empire Base, Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force MembraneAdhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Asphalt -Applied) Hot asphalt at 20-40 lbs/square Cap 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 FlintBond Brush or Karnak No. 81 ColdProcess Note: Base ply cures overnight prior to application of the cap ply. Modified Bitumen Adhesive Brush Cap Ca Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; (SBS, Cold -Applied) Grade at 1 gal/square Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap 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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Adhesive, beads spaced 6 -inch o.c. Cap 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, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-R36 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 �I TRINITY I ERD CERrAINTEED FUNTTASTIC° MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) Reference Layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Torch -Applied Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP TA Ca P Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR (APP, Torch -Applied) Torch -Applied CoolStar SBS -SA -H (SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA (SBS, Self -Adhering) Self -Adhering Ply Flintlastic SA PlyBase, Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation Is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 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, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1117 for FL2533-R16 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 �I TRINITY ERD TABLE ID: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -Orr) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Systemk Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP N (See Not. -I) Type Attach Base Fasteners Attach Ply Cap (Psf) Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Flexiglas; with FlintFast 1112 or #14; 6 -inch o.c. at 4 -inch lap and 6 -inch (Optional) BP - W -46 plywood at max 24- or more layers, Prelim. Flmtlastic Base 20; Poly SMS Trufast 3" Metal Insulation o.c. in four, equally spaced, AA, SBS -AA, SBS -AA, SBS - -127.5 inch spans any combination Attach Base; Ultra Poly SMS Base; Plates with DP or HD; OMG 3 staggered center rows. SBS -TA or TA or APP -TA Yosemite in. Round Metal Plates with APP -TA OMG #14 HD M�15/ -inch Min. 1.5 -inch, One Prelim. OMG 3 in. Round Metal Plates 6 -inch o.c. at 4 -inch lap and 6 -inch W-47 o at max 24- or more layers, Flmtlastic APP Base T O.C. in four, equally spaced, APP -TA APP -TA -127.5 inc pans any combination Attach with OMG #]4 HD staggered center rows. Exterior Research and Design, U.C. d/b/a TrinityjERD Evaluation Report 3520.03.04-R17 for FL2533-R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 12 of 58 RECORD COPY CBUCK Engineering Specialty Structural Enginaprinq Evaluation Report "Rib Panel" Metal Roof Assembly Manufacturer: CBUCK, Inc. Certificate of Authorization #8064 Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 5211.2 R6 #16_3373 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: Panel Thickness: Panel Width: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-Rib-S9W-ER (Revises 12 -117 -Rib -59W -ER) Date: 7 / 1 / 15 Contents: Evaluation Report Pages 1— 8 "Rib Panel" Steel 29 gauge, Minimum 36" Wood Deck a Digitally signed by James L Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23.\\Xtt1111111/�/ �P . • �.\CENSE •. F,p * ' No 31242 T' STATE OF �� •'•.FCORIDp' •''•�j.N �r�11111111�` CBUCK, Inc. 2015.07.01 11:03:27 -04'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net - Website: www.cbuckinc.net CBUCK Engineering FL #: FL 5211.2-116 Date: 7/1/15 Report No.: 15-104-Rib-S9W-ER Page 2 of 8 SpcNclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name Product Category: Millennium Metals, Inc. "Rib Panel" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "Rib Panel" Description: 29 gauge (Minimum Thickness) Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) S. Barrier Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or 19/32" (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: Refer to Table "A" (Refer to "Table A" attachment details herein) CBUCK Engineering FL M FL 5211.2-116 Date: 7/1/15 Report No.: 15 -104 -Rib -SW -ER Page 3 of 8 SpPClalty Structural EnginE?Pring CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is equivalent to UL580-06 standard version adopted by the Florida Building Code 5th Edition (2014). • The UL 1897-98 standard version used to test the evaluated product assembly is equivalent to UL1897-04 standard version adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) • This metal roof system was tested to transmit the roof loads directly to the building structural support deck. Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ##: QUA 1824). CBUCK Engineaerinq FL #: FL 5211.2-116 Date: 7/1/15 Report No.: 15 -104 -Rib -SM -ER Page 4 of 8 Speclalty Structural Enginemerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials (by Manufacturer): Roof Panel: Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance Fastener: Type: Size : Corrosion Resistance: Standard: Rib Panel Steel 29 gauge (min.) 36" (max.) Coverage 3/4" 40 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Hex -Head Wood Screw with WSW #10 x 1-1/2" or min. length to penetrate deck, 3/16" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 818.6.4 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength Rigid Insulation Board 3" (max.) 2.25 pcf (lbs/ft') min. 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". Barrier (Optional): Barrier Board: Approved Barrier, up to 1/2" thick FL #: FL 5211.2-116 Date: 7/1/15 n9 Page No.: 55of8 Rib S9w-ER CBUCK Engin�rl SpPclalty Structural EnglnE?Prinq CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-8 of this report.) • Fastener spacing: Refer to Table "A" Below (along the length of the panel) ■ Row Spacing: Refer to Table "A" Below (along the row, across the panel profile) • Rib Interlock: Lapped • Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. Referenced Data: TABLE "A" ALLOWABLE LOADS Deck Thickness Fastener Spacing Row Spacing Refer to Drawings ' Design Pressure (PSF) METHOD 1 15/32" 9" 24" A -47.5 METHOD 2 15/32" 9" 12" A -95 METHOD 3 15/32" 5",4",5",4",... Pattern 16" B -113.75 METHOD 4 19/32" 9" 16" A -71 METHOD S 19/32" 1 5",4",5",4",... Pattern 16" B -144.25 ' Allowable design pressure for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the "Millennium Rib" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 1. ULS80-94 & UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0232-0321-03, Report Date: 8/27/03, Specimens #1-2 Report #: 0232-0510-03, Report Date: 8/27/03, Specimen #2 2. UL580-94 & UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0232-0911-05, Report Date: 9/27/04, Specimen #1 3. Engineering Analysis By CBUCK Engineering 4. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 5. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 6. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 5211.2-R6 Date: 7/1/15 q Page rt NO.: 165of 8 Rib 59W -ER CSUCK Engin�rin Speclalry Structural EngInserinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals "Rib Panel" Roof Panel Attached to Wood Deck 9" Profile Drawings 36" Typical Panel Profile View T 3/4" TABLE "A" ALLOWABLE LOADS Deck Thickness Fastener Spacing Row Spacing Refer to Drawings ' Design Pressure (PSF) METHOD 1 15/32" 9" 24" 1 A -47.S METHOD 2 15/32" 9" 12" A -95 METHOD 3 15/32" 5",4",5",4",... Pattern 16" B -113.75 METHOD 4 19/32" 9" 16" A -71 METHOD 5 19/32" 5",4",S",4",... Pattern 16" B -144.25 • Allowable design pressure for allowable stress design (ASD) with a margin of safety of 2 to 1. CBUCK Engineering FL #: FL 5211.2-116 Date: 7/1/15 Report No.: 15 -104 -Rib -59W -ER Page 7 of 8 SpPclalty Structural Engin2prinq CBUCK, Inc. Certificate of Authorization 118064 Installation Method Millennium Metals "Rib Panel" Roof Panel Attached to Wood Deck 91 9„ 9„ 91, Fastener Soac3 Across Panel Width #10 Hex -Head Screw with EPDM washer 3116' min. penetration thru deck Spaced 9" o.c. across the panel Detail A - Typical Assembly Profile View 9" o.c. Typical Detail A - Typical Assembly Isometric View FL #: FL 5211.2-116 Date: 7/1/15 CBUCK Engineering Page Report No.: 85-1 4 -Rib -59w -ER of 8 SpPClc51N Structural EnginEkring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals "Rib Panel" Roof Panel Attached to Wood Deck 5" 1 4" 1 5" 1 4" 1 5" 1 4" 1 5" Fastener Spaanp Across Panel Width #10 Hex -Head Screw with EPDM washer 3/16' min. penetration thru deck Spaced in a 5", 4", 5", 4", 5", 4", 5", 4" Pattern Detail B - Typical Assembly Profile View Fastener: Detail B - Typical Assembly Isometric View ,A