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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: TP RECE!PT #: % °3 Planning & Development Services Department ® Building & Code Regulation Division sCANlgE p 0 0 2300 Virginia Avenue St. LU S y Ft. Pierce, FL 34982-5652 Tel.772462-1553 C/� C®linty APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 1�( 0 � CCU 2.p N 2. Parcel ID Number: ati a \ - a y y - CEO k O - 000 - Q Office Use Only wnshi Range Ma Page Zonin Land Use Initials r7!7-1� IEW I 3. Description of Projector Work Activity: 4. Total Roof Area (square feet): 3ti 1. —Z- Vbc . 1= "A- 5. Roof Pitch: R" k r-). -4- F L- A-t Ro o r- 6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ A] Modified Bitumen C%5d) ['A] Other 5-V 'M5--C\HL- Cl",'*) [ ] Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: BA`1 kk:WNC•,S LLC Address: \? O i60`/ L aSga City: Loco Aivy4.l-r.5 State: Ca Zip: 900q1 Phone: (uo't) yC6(?)-ygay 9. Value of Construction: $ \ (o.-100 • o 0 FL Reg/Cert #: C�-c.- 0 2 u�► \ County Cert #: Business Name: S-SVA Q -C �oo� 1N G Cell Phone: C-M cl) (IS yg "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify th t all of the }formation cont ' in this application is correct and that all work will be done inpji'ance vwtt)a all apOca a lay Oregulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME ?SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF /��-77 ACKNOWLEDGED BEFORE ME THIS DAY OF 20� BY S J 0'IL_ l ( A A)� WHO IS PERSONALLY KNOWN, — TO ME OR HAS P40DUCED AS IDENTIFICATION D c. tom.. SIGNA OF Y TYP OR PRINT NA OF NOTARY (seal) COMNHSSION NUMBER c D NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TU OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT: Revised 4/26/2010+'��°•• AUDREY K. KLEMCZAK +` COmmission # EE 086653 Expires July 6, 2015 ° �' OonJai ,)" `n'y Fvn Inswance 800 385 7019 JOSEPH E. SMITH, CLEV- 07 THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3673249 OR Bi 3362 PAGE 273, Recorded 02/09/2012'' `i)2:34 PM Perron No. NOTICE OF COMMENCEMENT T. F.W No. fly till - Z44-601O-000 - a State of Florida Cmmty of St. Lode TheundersliiIud hereby Rhres notice that knproranreast vAN be made to aertlln teal property, and In accordance with Chapter 713, Florida Statute; the falloadng Information Is Prodded In this NoticeofCommrrcemertt. Legal Daoyrdoe 10 "75%2(anod street address If available}; I'101 Ct�A� AyE General daasriplon nllmpsrerverneet "RtiuC>oF •�i�:�:TY:a�� iaieus�rr�ie� �l�ctsZ ern Castradwsu.« UPp-,T 1k00FItaG Contractor drstc Dl _NUF/ STAfa2T FL js194U Phone Baehr Ilf applicable a Dopy of the payrnent bond b attached): Amo nt of bon S Name and eddre- ; Phone number Lander Now: Phone Number. Leader's address: Rersoeawldo thestmaRerYadowaledhiroserwanohm netteeaeretirrMeerseebmeyYserved rpro~TrySeetlau zuXIM )7.lierfi� teraac �7 Flame �orDnnf;n., SPryicp`PrhO NaarNnmber.���-963-�so6 Address: 2_ � I LL n .i t S ,f-. T lTN b SHOP FL T 7 Z n/ to addkion to bLinW orharself, Owrw dtsWuites at to receive a copy of the UsnWsNoaryaasprovided isSection 7 su1)(b),FloAft2atuter. Phone eurmlberof peasonesr enNtydesrlpaa/ed by on.wr: Eaplratbn data of natla of comme ncerrerrt: (the expiration date may not be before the cm donof carntnsetlon and Peal Payment to the contractor, but vAll be 1 year from the date of recording unless a diRerent 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 71EL13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENiSTO YOUR PROPERTY. A NOTICE OF COMMENCENIENT RAUST IE BECOfIDED AND POSTED ON THE 10D SITE BEFORE THE FIRST Y41rECTIOFL IFYOU INTEND TO OBTAIN FINANCING, tDNSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,Ideclare that ihaw mad the fom iloingnotice ofcommencement end thatthe facts stated tlwdnaretrue tothe best of MY "edp and bellell. (S(vsadaelfOwswor� OwWsarLegetSAudwrltedOJtwWremor/Paraa/Rana� a i, Q 4 Pr /MPM ier Orchard Bay Holdings, LLC (signatasysT I . The foregoing Instrument was adtnowlettedlaeforemethis 1 day f ESA .2p1; lV D as oGFLc^cQ for necti?teD dA'A V�NGS e Type ofauthority (woNiaer,tru—) Pony anbehWofwhom krtnanemwas esecuted Parwrwtiytowwn ceproducwideromeon— (51R stun of Notary Public- Florida) (PrIM, Type, or Stamp Commissioned Name of Notary Public) Type of IdantiRcatpon produced y ANYATURNFR uOVIT1111111ift II EE 133479 5lpitrtnber26, 2D15 Tiw'sn�waoastHa T -d 9986 2GS ZLL STATE OF FLORIDA ST. LUCIE COUNTY THIS IS CERTIFY THAT V;'VE l; Ca(3RECT COF -E V 9WIj0021 Lawn1S WdSEtZI 2102 EO qaj SISA )f THE �I PLANNING AND DEVELOPMENT SERVICES DEPARTMENT 16 BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 Fax (772) 462-1578 RECEIVED PERMIT RENEWALRREOaST OCT 16 7018 ST. Lucie County, PermiW69 PERMIT NUMBER: la () QL — O 1© -7 ADDRESS: 1701 CORONADO AVE I, JOHN TURNER , am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification THIS PERMIT WAS NEVER FINALED AND WE NEED TO GET A FINAL T CLOSE IT OUT. r OR CONTRACTOR SIGNATURE JOHN TURNER Print Name 1 OH10/18 DATE STATE OF FLORIDA COUNTY OF ST LUCIE ACKNOWLEDGED BEFORE ME THIS 1 OTH DAY OF OCTOBER , 2018 BY JOHN TURNER t WHO IS PERSONALLY KNOWN TO ME X , OR HAS PROVIDED STATE OF FLORIDA, County of ST LUCI E 0,ACE�QU OUA SIGNAArURE OF NOTARY 01 AS IDENTIFICATION. y APRIL BRUMLEY ;Y..... Commission # GG 208194 SEAL V Expires April11,2022 %FOR► °• Bonded Thru Troy Fain insurance $W 38$-Mg ------------------ ------- -- - ---- - ---- - -- - -- - ------ - -- - --- ----- ---- - -- - ------ - -- - ------ - ----- -------- - ------ - -- - -- - -- - - FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x % open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 -P Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Perm it# 1` 0a-2�01 1, --5o\A, ,� W 'TuRN5--' � , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Con tractor or any individuoi certified under 468 F.S. to make such an inspection. On or about al - 5 -1 a. , l did personally inspect the roof deck nailing (Date) work at: n o l CoROtZA vz) AV (lob site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) /J'66�Signatu�reand Seal ccc - oa.4�k k license # STATE OF FLORID D COUNTY OF Sworn and su cribed before me this day of 20, by Who is personally known to me or who has produced as i enti (cation. Notary Public, State of Florida Signature of Notary: commission Number_ (Seal) En 01/19/2611 ® N AUDi2EY K, KLEMCZgK EX mmission #EE O86653 <c: pl ' Pr►es Jury s, 2015 ®otkni Rw:TmM, In WO-365 niq T - d 9986 269 ZLL 9N I Aoom iNun1S WdLS c i a T oa 90 .jeW l PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 (772)462-1553 PERMIT RENEWAL REQUEST ADDRESS: A� ® 03 L) PERMIT NUMBER: I, (k) -TO AM REQUESTING THAT THE ABOVE PERMIT IS RENEWED FOR 18 MONTHS. I UNDERSTAND THAT I MUST SCHEDULE AND PASS ALL REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. FURTHER, I UNDERSTAND THAT THIS IS A ONE TIME RENEWAL AND THE PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A PASSING INSPECTION URING ANY SIX MONTHS PERIOD DURING THE RENEWAL PERIOD. / S � l3 OWN LDR OR CONTRACTOR SIGNATURE DATE STATE OF FLORIDA, County of S�. Ly L'% e, ACKNOWLEDGED BEFORE ME THIS 6�k DAY OF 0-(L 1 , 20 %2) BY dh Y-N I J If WHO IS PERSONALLY KNOWN TO ME , OR HAS PROVIDED J�, b L Cn 56 - Li"1 `i - 5� " a1 AS IDENTIFICATION. STATE OF FLORIDA, County of S' , 1.y C% SIGNATURE OF NOTARY ►\aIN O J } d � tM o v., k J ` -&4. " C,\ FOR OFFICE USE ONLY: RENEWAL FEE: $ _ _(:�o ,;; P••• DEM MONENS P V Notary Public ; date o 16iid&, *.:My Comm.-ExpiresDec_16, ZDI'6 o • Com lsd on 0 EE 158761 -' felt �� Bonded Through National N"019y Aims. No. of Open Inspections = Total No. of Inspections _ (% of Open Inspections). Original Permit Fee $ x Open Inspections (%) _ $ (Renewal Fee). Example: [15 = 23 = .65(%)] $175.00(permit fee) x .65(%) = $113.75 (Renewal Fee) SLCPDSD REV 4/11/2911 r� z -7 7 2 - �92-965 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 02/14/2012 8316 STUART ROOFING INC TURNER JOHN WESLEY P.O. BOX 2556 STUART, FL 34995 Permit Number: 1202-0107 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 1701 CORONADO FORT PIERCE 34982 APPLICATION INFORMATION Permit Number. 1202-0107 Activity Type: Permit Type: Roof REVIEWS AND COMMENTS OWNERS INFORMATION AVE ORCHARD BY HOLDINGS LLC PO BO 412592 LOS ANGELES, CA 90041 Application Type: Over the Counter Permit Other Activity: Stories 1 Review Type Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Audrey Humphrey 02/09/2012 02/09/2012 Plans Examiner Review Pending 02/14/2012 Dave Johnson 02/14/20121 Comment INDICATE ROOF APPLICATION FOR MODIFIED BITUMEN To Be Review by Plans Exan Complete 02/14/2012 TRANSMISSION VERIFICATION REPORT TIME NAME FAX TEL SER.* 02/14/2012 17:03 SLC INSPECTIONS 7724626443 7724622165 BROE5J278862 DATE,TIME 02/14 17:02 FAX NO./NAME 917726929856 DURATION 00:00:21 PAGE(S) 01 RESULT OK MODE STANDARD ECM Planning & uovelopment $arvices Buildln9 & Cod® Regulation Divieion Permitting Vapa tmanl 2300 VifglniaAvonae Fort Pierce, FL 3+4982 Phone' (772) 462.1553 pax: (772) 46M578 02M 412012 8316 STUART ROOFING INC 7URNFR JOHN 1NESL5Y P,0. ao7c 2556 STUART, FL 34995 Review Comments for Contractor Page 1 Permit Number: 1202-0107 As of today's date e owner g notified along with Yourself that the referenced the listed on your application is bein ad in the comments below. raeess this permit In a timely building Permit has some issues list Please address these issues as quickly as possible so that we are allsse al out offi e- manner. if you have any questions regarding the comments below, p p p E Ty iNF R TION 1701 CORONADO FORT PIFRC15 34982 Appl_lCAT N INFORMATION Permit Number. 1202-010? Activity Type= OwNEs IN O M T� 10" ORCHARD BY HOl DINGS LLC AVE SOS NGELES, CA 90441 ,application Type: Over the Counter Permit Other Activity: Stories 9 .1brida Building Code Online Page 1 of Z 7 An� laE FlQdda Departmentof BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications FBC Staff { BCIS Site Map Links Search Busines Professi nal �_���► Product Approval USER: Public User Regulation I Product Approval Menu > Product or Application Search > Application fist > Application Detail FL # Application Type Code Version ` Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Revision 2007 Approved i 1 COPY ■ CertainTeed Corporation -Roofing PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a.snyder@saint-gobain.com Richard Snyder richard.a.snyder@saint-gobain.com Barb McDonough 750 E. Swedesford Road Valley Forge, PA 19482 (610) 341-6721 Barbara.A.McDonoucih@ Roofing Modified Bitumen Roof Oz —G/0 81% M19 POUNTY gobain.com OUILpINQ WIVINION REVIEWED FOR CO �LNOE REVIEWED BY DATE PLANS AND �IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 Underwriters Laboratories Inc. 06/09/2013 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL2533 R5 COI Trinity ERD CI - Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2000 ASTM D6222 2002 ASTM D6223 2002 FM 4470 1992 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvH... 2/7/2012 r Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/26/2011 Date Validated 04/27/2011 Date Pending FBC Approval 04/28/2011 Date Approved 06/07/2011 Date Revised 12/14/2011 Summary of Products FL # Model, Number or Name IlDescription 2533.1 Flintlastic Modified Bitumen Modifed Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R5 II Al er042611FINAL CERTAINTEED ModBit FL2533- R5. df Approved for use outside HVHZ: Yes 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 R5 AE er042611HNAL CERTAINTEED ModBit FL2533- application relates to one specific system. Referto the ER Appendix for all systems and ffCred by Independent Third Party: Yes max design pressures. Back Next Contact Us :: Phone: 850-487-1824 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.Fl.us. Product Approval Accepts: w ® Ed M SL'E"1IA71 '�LIi CILLCJ' NA"'. lgn �\ ted 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRvH... 2n/2012 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type TRINITY ERD Description Page SA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 SB 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 7 11) Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 8-9 IE-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-11 E_2 Wood New,-Reroof-(Tear-Off)-or-Recover---- --E------•Non-Insulated,-Mech, Attached Base -Sheet, -Bonded -Roof Cover l _-12=13 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 13 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 16-17 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 18-19 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20-24 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 24 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 25-26 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 27-29 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 30 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 31 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 32 51) - CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 32 6A Gypsum Reroof (Tear -Off) A-i Bonded Insulation, Bonded Roof Cover 33-34 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 35 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 36 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 36 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 37-40 7B Various Recover F Non -Insulated, Bonded Roof Cover 40 Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report 3520.03.04-115 for FL2533-RS Certificate of Authorization #9503 Revision 5: 04/26/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 40 �l 1 RINITYJERD The following notes aooly to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH]. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. 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 *14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Tru-Fast HD with MP-3 Plates or FIIntFast #14 Fastener with FIintFast 3" Insulation Plates. Minimum 3/4-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, Tru-Fast DP or HD with MP-3 or FIIntFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 3/4-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-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Tru-Fast HD or CIF with MP-3 or FIIntFast #14 Fastener with FIIntFast 3" Insulation Plates. Minimum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-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 thick 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. 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 manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square ➢ Ashland Pliodeck (A-PD): ➢ Dow Insta-Stik (D-IS): ➢ Dow Spray-N-Grip (D-SG): Millennium Pourable Foam Insulation Adhesive (M-PFIA): ➢ Millennium One Step Foamable Adhesive (M-OSFA): ➢ Millennium PG-1 Pump Grade Adhesive (M-PGi): OMG OlyBond 500 or OlyBond Green (OB500): ➢ 3M CR-20: Continuous 3/4 Inch wide ribbons, 12-Inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Continuous 3/4 to 1 inch wide ribbons, 12-inch o.c. Full coverage Continuous 1/2 to 3/4-inch wide ribbons, 12-Inch o.c. Continuous 1/4 to 1/2-inch wide ribbons, 12-Inch o.c. Continuous 1/2 to 3/4-Inch wide ribbons, 12-Inch o.c. Continuous 3/4-Inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) Continuous 21/2 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 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. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-R5 for FL2533-R5 Revision 5: 04/26/2011 Appendix 1, Page 2 of 40 �l TRINITY I ERD 6: Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limtations may be substituted with the following Maximum Design Pressure (MDP) limitations: Ashland Pliodeck (A-PD) @ 12-Inch o.c. MDP -105.0 psf (Min. 1.0-Inch thick) > Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch thick) ➢ Dow Insta-Stik (D-IS): MDP -120.0 psf (Min. 1.0-Inch thick) i Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-Inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (Min. 1.0-Inch thick) ➢ OMG OlyBond 500 or OlyBond Green (OB500): MDP -120.0 psf (Min. 1.0-inch thick) Y OMG OlyBond 500 or OlyBond Green (OB500): MDP -90.0 psf (Min. 0.5-Inch thick) 9 3M CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 7. Bonded polylsocyanurate 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. •10or For attached components_over`e`xisting-decks; fasteners shall--be-tested"in-the`existing deck fdf withdfa-wal resistance._A qualified design professional -shall -review the data -for -comparison -to the -minimum r_equiremeots_for-the-system:-Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover Installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. 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. CertalnTeed Flintlastic® Modified Bitumen Components & Application Methods Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexlglas Base; Flintlastic Base 20 Hot asphalt at 20-40 Ply Flintglas Ply Sheet Type IV; Fllntglas Premium Ply Sheet Type VI (Base and Ply sheets, Asphalt -Applied) Ibs/square BP-AA2 Hot asphalt in 24-Inch (Base, Spot -Asphalt- Base Yosemite Venting Base diameter spots In 30- Applied) Inch grid pattern BP-AA3 Hot asphalt In 9-Inch (Base, Spot -Asphalt- Base [Yosemite Venting Base diameter spots In 24- Applled) Inch grld pattern Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-115 for FL2533-R5 Revision 5: 04/26/2011 Appendix 1, Page 3 of 40 �l TRINITY I ERD CertainTeed Flintlastic@ Modified Bitumen Components & Application Methods (continued) Reference Layer Material Application BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Fllntlastic Base 20 Henry #903 Adhesive at 1.5 gal/square Millennium Hurricane BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Fllntlastic Base 20 Force Membrane Adhesive, beads spaced 6-Inch o.c. Base Fllntlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA Ply Fllntlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 Fllntlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Fllntlastic FR- (SBS, Asphalt -Applied) Ibs/square Cap P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Fllntlastic Premium FR-P CoolStar; Fllntlastic GMS; Fllntlastic GMS CoolStar; Fllntlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Fllntlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CAI Karnak No. 81 at 1.5 (SBS, Cold -Applied) Fllntlastic Cap 30; Flintlastic Cap 30 CoolStar; Fllntlastic FR Cap 30; FIIntlastic FR Cap 30 CoolStar; Flintlastic FR- gal/square Cap P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Fllntlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Fllntlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; FIIntlastic Ultra Poly SMS Base Henry #903 Adhesive Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR- (SBS, Cold -Applied) at 1.5 gal/square. Cap P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Fllntlastic Premium FR-P CoolStar; Flintlastic GMS; Fllntlastic GMS CoolStar; Fllntlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Fllntlastic Poly SMS Base; Fllntlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Ply Flintlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Fllntlastic Cap 30, Fllntlastic Cap 30 CoolStar; Fllntlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR- (SBS, Cold -Applied) Adhesive, beads Cap P; Fllntlastic FR-P CoolStar; FIIntlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Fllntlastic GMS; spaced 6-Inch o.c. Fllntlastic GMS CoolStar; Fllntlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Fllntlastic Base 20 T; Flintlastic FR Base 20 T Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T SBS-TA Torch-Applled Cap Fllntlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Fllntlastic GTS CoolStar; Flintlastic GTS- (SBS, Torch -Applied) FR; Flintlastic GTS-FR CoolStar; FIIntClad APP-TA Base Fllntlastic STA; Flintlastic STA Plus Cap Flintlastic STA; Fllntlastic STA Plus; Flintlastic GTA; Fllntlastic GTA CoolStar; Fllntlastic GTA-FR; Fllntlastic GTA-FR (APP, Torch -Applied) Torch -Applied CoolStar SBS-SA-H (SBS, Self -Adhering, Base/Ply Black Diamond Base Sheet; Fllntlastic Ultra Glass SA Self -Adhering Hybrid Systems) Base Fllntlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA (SBS, Self -Adhering) Ply Fllntlastic SA PlyBase; Fllntlastic SA Mid Ply Self -Adhering Cap Fllntlastic SA Cap; Flintlastic SA Cap CoolStar; Fllntlastic SA Cap FR; Fllntlastic SA Cap FR CoolStar Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520,03.04-115 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 4 of 40 TTR'INITYIERD TABLE 1A: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover I MOP No. (See Note 1)��psien;Fars Attach Type Attach Type Attach Base Ply I Cap (Psf) SELF -ADHERING SYSTEMS: Min. 19/32-Inch Glasbase, All Weather 9-Inch o.c. In Min. 1,5-Inch PI ywood at Empire, 32 ga., 1-5/8- 4-Inch lap and ACFoam II, Min. 1/4-Inch W-1 max. 24-Inch spans attached Flexlglas Base, Inch dia, tin caps with 11 12-Inch o.c. In two, equally oard HA DensDeck HA SBS-SA (Optional) SBS-SA 45.0* 6-Inch o.c. with Fllntlastic Base ga. annular spaced, I SO, ENRGY- SO, primed with SBS-SA 8d common or 20; Poly SMS; ring shank nails staggered 3, H-Shleld or FIIntPrlme SA ring shank nails Ultra Poly SMS; center rows Multi -Max FA3 Yosemite Min. 19/32-Inch Glasbase, All 8-Inch o.c. In Min, 1.5-Inch HA full HA full plywood In max. 24-Inch Weather In ga., tin Inch dia. tin 3-Inch lap and 8-Inch o.c. In ACFoam II, coverage or Min. 1/4-Inch coverage or W-2 spans attached Empire, Flexlglas Base, . caps with 11 three, equally FIIntBoard ISO, ENRGY- OB500, M- OSFA, A-PD, D- DensDeck primed with OB500, M- OSFA, A-PD, D- SBS-SA (Optional) SBS-SA SBS-SA 52.5 6-Inch o.c. with 8d common or Poly SMS or ga, annular ring shank nails spaced, staggered 3, H-Shleld or IS or CR-20, 4- FIIntPrlme SA IS or CR-20, 6- ring shank nails Ultra Poly SMS center rows Multi -Max FA3 Inch o.c. Inch o.c. Min, 19/32-Inch B-Inch o.c. In Min. Inch plywood at 32 a., 1-5/8- 3-Inch lap and ACFoaamm II, Min. h max. 24-Inch Yosemite Inch dia, tin 8-Inch o.c. In FlintBoard Deck DensDeck (Optional) W-3 spans attached Venting Base caps with 11 three, equally ISO, ENRGY- HA primed with HA SBS SA SBS-SA SBS-SA 52,5 6-Inch o.c, with Sheet ga. annular spaced, 3, H-Shleld or FIIntPrlme SA 8d common or ring shank nails staggered Multl-Max FA3 ring shank nails center rows Min. 19/32-Inch Glasbase, All 8-Inch o.c. In (Optional) HA full ,/4 Min. -Inch HA full plywood at Weather 32 ga., 1-5/8- 3-Inch lap and Min. 1,5-Inch coverage or SECUROCK coverage or W-4 max. 24-Inch spans attached Empire, Inch dia. tin caps with it 8-Inch o.c. In three, equally ACFoam II, FIIntBoard OB500, M- Gypsum -Fiber OB500, M- SBS-SA (Optional) SBS-SA -60.0 6-Inch o.c. with Flexiglas Base, ga. annular spaced, ISO, ENRGY- OSFA, A-PD, D- Roof Board OSFA, A-PD, D- SBS-SA 8d ring shank Poly SMS or Ultra Poly SMS ring shank nails staggered 3, H-Shleld or IS or CR-20, 4- Inch o.c. primed with FIIntPrlme SA IS or CR-20, 6- Inch o.c. nails center rows Multl-Max FA3 Min. 19/32-Inch B-Inch o.c. In (Optional) Min. 1/4-Inch plywood at 32 ga., 1-5/8- 3-Inch lap and Min. 1,5-Inch SECUROCK max. 24-Inch Yosemite Inch dia, tin 8-Inch o.c. In ACFoam II, Gypsum -Fiber (Optional) W-5 spans attached Venting Base caps with 11 three, equally FIIntBoard HA Roof Board HA SBS-SA SBS-SA SBS-SA -60.0 6-Inch o.c. with Sheet ga, annular spaced, ISO, ENRGY- primed with 6d ring shank ring shank nails staggered 3, H-Shleld or FIIntPrlme SA nails center rows Multi -Max FA3 HYBRID SYSTEMS: Min. 19/32-Inch Glasbase, All Weather 9-Inch o.c. In Min. Inch PI ywood at Empire, 32 ga., 1-5/8- 4-Inch lap and ACFoamam II, (Optional) SBS-AA, W-6 max. 24-Inch spans attached Flexlglas Base, Inch dia. tin caps with 11 12-Inch o.c. In two, equally FIIntBoard HA None N/A SBS-SA-H BP -AA, SBS-AA, SBS-TA -45.0* 6-Inch o.c. with Fllntlastic Base 20, Poly SMS; ga. annular spaced, ISO, ENRGY- 3, H-Shield or SBS-TA or or APP- TA 8d common or Ultra Poly SMS; ring shank nails staggered Multi -Max FA3 APP-TA ring shank nails Yosemite center rows Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 k Evaluation Report 3520.03.04-R5 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 5 of 40 \-J TRINITY I ERD TABLE 1A: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MOP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (See Note 1) (psf) Min. 19/32-Inch 8-Inch o.c. In Min. 1.5-Inch plywood at Glasbase; 32 ga., 1-5/8- 3-Inch lap and ACFoam II (Optional) SBS-AA, max. 24-Inch Fllntglas Inch dia, tin 8-Inch o.c. In , FIIntBoard BP -AA, SBS-TA W 7 spans attached Premium Ply caps with 11 three, equally ISO, ENRGY- HA None N/A SBS-SA-H SBS-AA, or APP- 60.0 6-Inch o.c, with Sheet Type VI; ga. annular spaced, 3, H-Shield or 3, H- SBS-TA or TA 8d ring shank Yosemite ring shank nails staggered Max FA3 APP-TA nails center rows CONVENTIONAL SYSTEMS: Min. 19/32-Inch Glasbase, All Weather 9-Inch o.c. In Min. 1.5-Inch plywood Empire, ga., Inch lap and ACFoam II, Min. h BP -AA, (Optional) SBS-AA, In max. 24-Inch Flexlglas Base, Inch dia, tin In , tin 1 12-Inch o.c. In FIIntBoard DensDeck SBS-AA, BP -AA, W-8 spans attached Fll, lc Base caps with 11 two, equally ISO, ENRGY- HA primed with HA SBS-TA or SBS-AA, or APP- or APP- -45.0 * 6-Inch o.c, with Poly 20; Poly SMS; 9a. annular spaced, 3, H-Shield or ASTM D41 APP-TA SBS-TA or TA 8d common or Ultra Poly SMS; ring shank nails staggered Multi -Max FA3 primer APP-TA ring shank Halls Yosemite center rows Min. 19/32-Inch plywood at Glasbase, All 32 ga., 1-5/8- 8-Inch o.c. In 3-Inch lap and Min. 1.5-Inch HA full Mln.'/a-Inch HA full (Optional) max. 24-Inch Weather Inch dla, tin 8-Inch o.c. In ACFoam II, coverage or DensDeck coverage or BP AA, BP -AA, SBS-AA, W 9 spans attached Empire, caps with 11 three, equally FIIntBoard OB500, M- primed with OB500, M- SBS-AA, SBS-AA, SBS-TA -52.5 6-Inch o.c, with Flexlglas Base, 9a, annular spaced, ISO, ENRGY- OSFA, A-PD, D- ASTM D41 OSFA, A-PD, D- SBS-TA or SBS-TA or or APP- 8d common or Poly SMS or ring shank nails staggered 3, H-Shield or IS or CR-20, 4- Primer IS or CR-20, 6- APP-TA APP-TA TA ring shank nails Ultra Poly SMS center rows Multi -Max FA3 Inch o.c. Inch o.c. Min. 19/32-Inch 8-Inch o.c. In Min. 1.5-Inch plywood at 32 ga., 1-5/8- 3-Inch lap and ACFoam II, Min. 1/4-Inch BP -AA, (Optional) SBS-AA, max. 24-Inch Yosemite Inch dia, tin 8-Inch o.c. In FIIntBoard DensDeck SBS-AA,SBS-TA BP -AA, W-SO spans attached Venting Base caps with 11 three, equally ISO, ENRGY- HA primed with HA SBS-TA or SBS-AA, or APP_ -52.5 6-Inch o.c, with Sheet ga. annular spaced, 3, H-Shield or ASTM D41 APP-TA SBS-TA or TA 8d common or ring shank nails staggered Multl-Max FA3 primer APP-TA ring shank nails center rows Min. 19/32-Inch Glasbase, All 8-Inch o.c. In (Optional) full full plywood at max. 24-Inch Weather 32 ga., 1-5/8- Inch dia, tin 3-Inch lap and 8-Inch o.c. In Min. 1.5-Inch ACFoam II, coverage or co , Min. /a -Inch co coverage or BP -AA, (Optional) BP -AA, SBS-AA, W 11 spans attached Empire, ceps with 11 three, equally FIIntBoard OB500, M- SECUROCK OB500, M- SBS-AA, SBS-AA, SBS-TA 60.0 o.c, with Flexlglas Base, 9a, annular spaced, ISO, ENRGY- OSFA, A-PD, D- Gypsum -Fiber OSFA, A-PD, D- SBS-TA or SBS-TA or or APP- Bd ring shank 8d6-Inchring Poly SMS or ring shank nails staggered 3, H-Shleld or IS or CR-20, 4- Roof Board IS or CR-20, 6- APP-TA APP-TA TA Halls Ultra Poly SMS center rows Multi -Max FA3 Inch o.c. Inch o.c. Min. 19/32-Inch 8-Inch o.c. In (Optional) plywood at 32 ga., 1-5/8- 3-Inch lap and Min. 1.5-Inch Mln.'/a-Inch BP -AA, (Optional) max. 24-Inch Yosemite Inch dia, tin 8-Inch o.c. In ACFoam II, SECUROCK SBS-AA,SBS-TA BP-AA,SBS-AA, W-12 spans attached Venting Base caps with Si three, equally FIIntBoard HA Gypsum -Fiber HA SBS-TA or SBS-AA, or APP- -60.0 6-Inch o.c. with Sheet ga, annular spaced, ISO, ENRGY- Roof Board APP-TA SBS-TA or TA 8d ring shank ring shank Halls staggered 3, H-Shield or APP-TA nails center rows Multl-Max FA3 Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-R5 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 6 of 40 \I TRINITY J ERD TABLE 113: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. (See Note 1) MOP (psf) Type Fasteners Attach Type Attach Base Ply Cap CONVENTIONAL SYSTEMS: Min.23/32-Inch Min. 1.5-Inch ACFoam Min.'/2-Inch FM Approved Wood (Optional) SBS-AA, W-13 thick exterior grade II FIIntBoard ISO See Note 2 2 1 per 2 ft Fiberboard, min. HA or SBS BP -AA, SBS- -45.0 * plywood attached ENRGY 3 H-Shield V4-Inch FM AA AA, SBS TA or APP- or APP per Code. ' Approved perlite or APP-TA TA Min. 1/4-Inch Min.23/32-Inch Min. 1.5-Inch ACFoam SECUROCK BP -AA, SBS- (Optional) SBS-AA, W 14 thick exterior grade IIFIIntBoard ISO, See Note 2 1 per 2 ft2 Gypsum -Fiber HA AA, SBS-TA or BP AA, SBS SBS TA -45.0* plywood attached , EN RGY 3, H-Shield Roof Board, APP-TA AA, SBS-TA or APP- per Code. DensDeck or or APP-TA TA DensDeck Prime TABLE IC: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation I Top Insulation Layer 1 Roof Cover MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Layer SELF -ADHERING SYSTEMS: Min. 19/32-Inch thick (Optional) One or more layers, any Min. '/a -Inch i pert (Optional) SBS-SBS-SA W-15 exterior grade plywood combination, loose DensDeck primed See Note 2 1.33 ft SBS-SA SA -45.0 attached per Code. laid with FIIntPrime SA Min. 1.5-Inch ACFoam Min. 19/32-inch plywood (Optional) One or II, ENRGY 3, H- W-16 at max. 24-Inch spans more layers, any Shield, Multi -Max FA3 See Note 2 1 pert SBS-SA (Optional) SBS- SBS-SA -60.0 attached 6-Inch o.c. with combination, loose or FlintBoard ISO 1.45 ft SA 8d ring shank nails laid primed with FIIntPrime SA CONVENTIONAL SYSTEMS: Min. 23/32 Inch thick (Optional) One or Min.'/2-Inch FM Approved Wood (Optional) BP - SBS-AA, W-17 exterior grade plywood more layers, any Fiberboard, min. 3/a- See Note 2 1 per 2 or SBS AA, A, SBS-TA or -45.0 attached per Code. combination, loose inch FM Approved ft2 AA AA SBS-TA-TA oror APP- APP-TA laid perlite TA Min. 23/32-Inch thick (Optional) One or Min. '/a -Inch SECUROCK Gypsum- BP -AA, SBS- (Optional) BP - SBS-AA, W-18 exterior grade plywood more layers, any combination, loose Fiber Roof Board, See Note 2 i per 2 ft2 AA, SBS-TA or AA, -TA or , SBS-TA or APP- SBS-TA or -45.0* attached per Code. laid DensDeck or APP-TA TA APP-TA DensDeck Prime Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-RS for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 7 of 40 TRINITY I ERD TABLE 1D: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP Type Attach Base Fasteners Attach Ply Cap No. (See Note 1) (PSf) SELF -ADHERING SYSTEMS: Min. 19/32-Inch 8-Inch o.c. at 3-Inch lap and 8- plywood at max Min. 1.5-Inch, Inch o.c. In two, equally spaced, W-19 24-inch spans One or more Prelim. Flintlastic SA See Note 2 staggered center rows SBS SA SBS-SA 82.5 attach 6-Inch o.c. layers, any Attached NailBase Stress plates shall be primed using #8 wood combination with ASTM D41 primer or screws FIIntPrime SA Min. 15/32-inch Flintfast 3 in. Insulation 6-Inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-Inch, Plates with FlintFast #12 inch o.c. in three, equally W-20 24-Inch spans One or more Prelim. Flintlastic SA or #14; Trufast MP3 spaced, staggered center rows. SBS SA SBS-SA 97.5 attach 6-Inch o.c. layers, any Attached NailBase with DP or HD; OMG 3 Stress plates shall be primed using #8 wood combination in. Round Metal Plates with ASTM D41 primer or screws with OMG #14 HD FIIntPrime SA. Min. 15/32-Inch Flintfast 3 in. Insulation 6-Inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-Inch, Plates with FIIntFast #12 Inch o.c. In four, equally spaced, W-21 24-Inch spans One or more Prelim. Flintlastic SA or #14; Trufast MP3 staggered center rows. Stress SBS SA SBS-SA -127.5 attach 4-Inch o.c. layers, any Attached NallBase with DP or HD; OMG 3 plates shall be primed with using #10 wood combination in. Round Metal Plates ASTM D41 primer or FIIntPrime screws with OMG #14 HD SA. HYBRID SYSTEMS: Min. 15/32-Inch Glasbase; Flintfast 3 in. Insulation 6-inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-Inch, Flexiglas; Plates with FlintFast #12 Inch o.c. in three, equally SBS-AA, W 22 24-Inch spans One or more Prelim. Flintlastic Base or #14; Trufast MP3 spaced, staggered center rows. SBS SA H SBS-TA or 97.5 attach 6-Inch o.c. layers, any Attached 20; Poly SMS with DP or HD; OMG 3 Stress plates shall be primed APP TA using #8 wood combination Base; Ultra Poly in. Round Metal Plates with ASTM D41 primer or screws SMS Base with OMG #14 HD FIIntPrime SA. Min. 19/32-inch Glasbase; plywood at max Min. 1.5-inch, Flexiglas; 7-Inch o.c. at 3-Inch lap and 7- SBS-AA, W-23 24-Inch spans One or more Prelim. Flintlastic Base See Note 2 Inch o.c. In three, equally SBS-SA-H SBS-TA or -105.0 attach 6-Inch o.c. layers, any Attached 20; Poly SMS spaced, staggered center rows APP-TA using #8 wood combination Base; Ultra Poly screws SMS Base Min. 15/32-Inch Glasbase; Flintfast 3 in. Insulation 6-inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-Inch, Flexiglas; Plates with FlintFast #12 Inch o.c. in four, equally spaced, SBS-AA, W-24 24-Inch spans One or more Prelim. Flintlastic Base or #14; Trufast MP3 staggered center rows. Stress SBS SA H SBS-TA or -127.5 attach 4-Inch o.c. layers, any Attached 20; Poly SMS with DP or HD; OMG 3 plates shall be primed with APP-TA using #10 wood combination Base; Ultra Poly in. Round Metal Plates ASTM D41 primer or FIIntPrime screws SMS Base with OMG #14 HD SA. Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-115for FL2533-R5 Revision 5: 04/26/2011 Appendix 1, Page 8 of 40 rr PTRINITYIIERD TABLE 1D: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layers) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap (psi) CONVENTIONAL SYSTEMS: Glasbase; All Min. 23/32-inch Min. 1.5-Inch, Weather/Empire 12-Inch o.c. at 4-Inch lap and BP -AA, SBS- SBS-AA, W-25 thick exterior One or more Prelim. Base; Flexiglas See Note 2 stag in two, equally AA, SBS-TA or 30.0 * grade plywood layers, any Attached Base; Flintlastic spaced, staggered center rows spaced, PP-TASBS-T or APP TA APP TA attached per Code. combination Base 20; Yosemite Glasbase; All Min. 23/32-inch Min. 1.5-Inch, Weather/Empire 12-Inch o.c. at 4-Inch lap and BP -AA, SBS- SBS-AA, W-26 thick exterior One or more Prelim. Base; Flexiglas See Note 2 stag in two, equally AA, SBS-TA or 45.0 * grade plywood layers, any Attached Base; Flintlastic spaced, spaced, staggered center rows PP-TASBS-T or APP-TA APP-TA attached per Code. combination Base 20; Yosemite Min. 23/32-inch thick exterior Min. 1.5-Inch, One or more Prelim. Poly SMS Base; 12-Inch o.c. at 4-inch lap and BP -AA, SBS- SBS-AA, W-27 grade plywood layers, any Attached Ultra Poly SMS See Note 2 36-Inch stag in two, equally AA, SBS TA SBS TA or -45.0* attached per Code. combination Base spaced, staggered center rows or APP-TA APP-TA Min. 15/32-Inch Glasbase; Flexiglas; Flintfast 3 In. Insulation 6-inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-Inch, Flintlastic Base Plates with FlintFast #12 Inch o.c. in three, equally (Optional) SBS-AA, W-28 24-Inch spans One or more Prelim. ; Poly SMS or #14; Trufast MP3 spaced, staggered center rows. BP AA, SBS- SBS-TA or 97.5 attach 6-Inch stag layers, any Attached Base; Ultra Poly with DP or HD; OMG 3 Stress plates shell be primed AA, SBS-TA APP-TA using #8 wood combination SMS Base; In. Round Metal Plates with ASTM D41 primer or or APP-TA screws Yosemite with OMG #14 HD FIIntPrime SA. Min. 19/32-inch Glasbase; plywood at max Min. 1.5-Inch, Flexiglas; Flintlastic Base 7-inch o.c. at 3-inch lap and 7- BP -AA, SBS- SBS-AA, W-29 24-Inch spans One or more Prelim. 20; Poly SMS See Note 2 Inch o.c. in three, equally AA, SBS-TA SBS-TA or -105.0 attach 6-Inch o.c. layers, any Attached Base; Ultra Poly spaced, staggered center rows or APP-TA APP-TA using #8 wood combination SMS Base; screws Yosemite Min. 15/32-Inch Glasbase; Flexlglas; Flintfast 3 In. Insulation 6-Inch o.c. at 4-Inch lap and 6- plywood at max Min. 1.5-inch, Flintlastic Base Plates with FIIntFast #12 Inch o.c. In four, equally spaced, ' (Optional) SBS-AA, W-30 24-Inch spans One or more Prelim. 20; Poly SMS or #14; Trufast MP3 staggered center rows. Stress BP -AA, SBS- SBS-TA or -127.5 attach 4-Inch o.c. layers, any Attached Base; Ultra Poly with DP or HD; OMG 3 plates shall be primed with AA, SBS-TA APP-TA using #10 wood combinatlon SMS Base; in. Round Metal Plates ASTM D41 primer or FIIntPrime or APP-TA screws Yosemite with OMG #14 HD SA. Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-115 for FL2533-R5 Revision 5: 04/26/2011 Appendix 1, Page 9 of 40 r \'J TRINI`N I ERD TABLE IE-1: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (See Note 1) (Psf) Base Fasteners Attach Ply Cap SELF -ADHERING SYSTEMS: Min. 15/32-Inch plywood at 6-Inch o.c. at 3-inch lap and 6- W-31 max 24-Inch spans attach 6- Flintlastic SA NaIlBase Min. 1-Inch long, 12 ga. Inch o.c. In four, equally spaced, SBS-SA SBS-SA -52.5 inch o.c. using 8d ring shank Simplex Metal Cap Nails staggered center rows nails Min. 19/32-Inch plywood at max. 24-Inch spans attached 32 ga., 1-5/8-Inch dia. tin 8-Inch o.c. at 3-Inch lap and 8- W-32 6-Inch o.c. with 8d common Flintlastic SA NaIlBase caps with 11 ga. annular inch o.c. In three, equally spaced, SBS-SA SBS-SA -52.5 nails ring shank nails staggered center rows Min. 19/32-Inch plywood at max. 24-Inch spans attached 6- 32 ga., 1-5/8-Inch dia. tin 8-Inch o.c. at 4-Inch lap and 8- W-33 inch o.c. with Bd ring shank Flintlastic SA NaIlBase caps with 11 ga. annular inch o.c, in three, equally spaced, SBS-SA SBS-SA -60.0 nails or 4-Inch o.c. with 8d ring shank nails staggered center rows common nails Min. 19/32-inch plywood at 32 ga., 1-5/8-inch dia. tin 6-Inch o.c. at 3-inch lap and 6- W-34 max 24-Inch spans attach 6- Flintlastic SA NaIlBase caps with 11 ga. annular Inch o.c. In four, equally spaced, SBS-SA SBS-SA -75.0 Inch o.c. using #8 wood screws ring shank nails staggered center rows Min. 19/32-Inch plywood at 32 ga., 1-5/8-Inch dia. tin 4-Inch o.c. at 3-Inch lap and 4- J:SBS-:SA: W-35 max 24-Inch spans attach 6- Flintlastic SA NaIlBase caps with 11 ga. annular Inch o.c. In four; equally spaced, SBS-SA -105.0 Inch o.c. using #8 wood screws ring shank nails staggered center rows HYBRID SYSTEMS: Glasbase; Flexlglas; Min. 19/32-Inch thick exterior Flintlastic Base 20; All 32 ga., 1-5/8-Inch dia. tin 9-Inch o.c. at 4-Inch lap and 12- SBS-AA, W-36 grade plywood attached per Weather / Empire Base; caps with 11 ga. annular Inch o.c. In two, equally spaced, SBS-SA-H SBS-TA or -45.0* Code. Poly SMS Base; Ultra Poly ring shank nails staggered center rows APP-TA SMS Base Min. 15/32-Inch plywood at Glasbase; Flexlglas; Flintlastic Base 20; All 6-inch o.c. at 3-Inch lap and 6- SBS-AA, W 37 max 24-Inch spans attach 6- Weather/ Empire Base; Min. 1 Inch long, 12 ga. inch o.c. In four, equally spaced, SBS-SA-H SBS-TA or -52.5 inch o.c. using 8d ring shank Poly SMS Base; Ultra Poly Simplex Metal Cap Nails staggered center rows APP-TA nails SMS Base Min. 19/32-Inch plywood at Max 24-inch spans attach 6- Glasbase; Flexlglas; Flintlastic Base 20; Poly 32 ga., 1-5/8-Inch dia. tin 8-Inch o.c. at 4-Inch lap and 8- SBS-AA, W-38 Inch o.c. using 8d common SMS Base; Ultra Poly SMS caps with ga. annular Inch o.c. In three, equally spaced, SBS-SA-H SBS-TA or 52.5 nails Base ring shank nails n staggered center rows APP-TA Min. 19/32-Inch plywood at Glasbase; Flexlglas; 32 ga., 1-5/8-Inch dia. tin 8-Inch o.c. at 4-Inch lap and 8- SBS-AA, W 39 max 24-Inch spans attach 6- Inch o.c. using 8d ring shank Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS caps with ii ga. annular Inch o.c. in three, equally spaced, SBS SA H SBS-TA or -60.0 nails Base ring shank nails staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-115 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 10 of 40 �� TRINITY I ERA TABLE 1E-1: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MOP Base Fasteners Attach Ply Cap No. See Note 1 ( ) (PSO Min. 19/32-inch plywood at Glasbase; Flexlglas; Flintlastic Base 20; Poly 32 ga., 1-5/8-inch dia. tin 6-Inch o.c. at 4-inch lap and 6- SBS-AA, W-40 max 24-Inch spans attach 6- SMS Base; Ultra Poly SMS caps with 11 ga. annular Inch o.c, in four, equally spaced, SBS-SA-H SBS-TA or -82.5 inch o.c. using #8 wood screws Base ring shank nails staggered center rows APP-TA Min. 19/32-inch plywood at Glasbase; Flexlglas; Flintlastic Base 20; Poly 32 ga., 1-5/8-Inch dia. tin 4-inch o.c. at 3-Inch lap and 4- SBS-AA, W-41 max 24-Inch spans attach 6- SMS Base; Ultra Poly SMS caps with 11 ga. annular Inch o.c. In four, equally spaced, SBS-SA-H SBS-TA or -105.0 Inch o.c. using #8 wood screws Base ring shank nails staggered center rows APP-TA CONVENTIONAL SYSTEMS: Glasbase; Flexlglas; Min. 19/32-Inch thick exterior Flintlastic Base 20; All 32 ga., 1-5/8-Inch dia. tin 9-Inch o.c. at 4-Inch lap and 12- BP -AA, SBS- SBS-AA, W-42 grade plywood attached per Weather/ Empire Base; caps with 11 ga. annular Inch o.c. in two, equally spaced, AA, SBS-TA or SBS-TA or -45.0* Code. Poly SMS Base; Ultra Poly ring shank nails staggered center rows APP-TA APP-TA SMS Base; Yosemite Min. 15/32-Inch plywood at max 24-Inch spans attach 6- Glasbase; las Flexig; Flintlastic Base 20• All Min. 1-Inch long, 12 ga. 6-Inch o.c. at 3-Inch lap and 6- (Optional) BP - AA, SBS-AA, SBS-AA, W-43 Inch o.c. using 8d ring shank Weather / Empire Base; Simplex Metal Cap Nails Inch o.c. In four, equally spaced, SBS-TA or SBS-TA or -52.5 nails Poly SMS Base; Ultra Poly staggered center rows APP-TA APP-TA SMS Base; Yosemite Min. 19/32-inch plywood at Glasbase; Flexiglas; 32 ga., 1-5/8-Inch dia. tin 8-inch o.c. at 4-inch lap and 8- BP -AA, SBS- SBS-AA, W-44 max 24-Inch spans attach 6- Flintlastic Base 20; Poly caps with ga, annular Inch o.c. In three, equally spaced, AA, SBS TA or SBS-TA or 52.5 Inch o.c. using 8d common SMS Base; Ultra Poly SMS n ring shank nails staggered center rows APP-TA APP-TA nails Base; Yosemite Min. 19/32-inch plywood at Glasbase; Flexlglas; 32 ga., 1-5/8-Inch dia. tin B-Inch o.c. at 4-Inch lap and 8- BP -AA, SBS- SBS-AA, W-45 max 24-Inch spans attach 6- Flintlastic Base 20; Poly caps with 11 ga. annular Inch o.c. In three, equally spaced, AA, SBS-TA or SBS-TA or -60.0 Inch o.c. using 8d ring shank SMS Base; Ultra Poly SMS ring shank nails staggered center rows APP-TA APP-TA nails Base; Yosemite Min. 19/32-Inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; Poly 32 ga., 1-5/8-Inch dia. tin 6-Inch o.c. at 4-Inch lap and 6 BP AA, SBS SBS-AA, W-46 max 24-Inch spans attach 6 SMS Base; Ultra Poly SMS caps with 11 ga. annular Inch o:c. In four, equally spaced, AA, SBS-TA or SBS-TA or -82.5 Inch o.c. using #8 wood screws Base; Yosemite ring shank nails staggered center rows APP-TA APP-TA Min. 19/32-inch plywood at Glasbase; Flexlglas; Flintlastic Base 20; Poly 32 ga., 1-5/8-Inch dia. tin 4-Inch o.c. at 3-Inch lap and 4- BP -AA, SBS- SBS-AA, W 47 max 24 Inch spans attach 6 SMS Base; Ultra Poly SMS caps with 11 ga. annular Inch o.c. in four, equally spaced, AA, SBS-TA or SBS-TA or -105.0 Inch o.c. using #8 wood screws Base; Yosemite ring shank nails staggered center rows APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-115 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page I of 40 s �\J TRINITY I ERD TABLE 1E-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 MDP Base Fasteners Attach Ply Cap No. (See Note 1) (w) SELF -ADHERING SYSTEMS: Min. 19/32 inch plywood at 8-inch o.c. at 3-Inch lap and 8-Inch o.c. W 48 max 24=Inch spans attach Flintlastic SA See Note 2 In two, equally spaced, staggered center rows. Stress plates shall be SBS-SA SBS-SA 82.5 6-inch o.c. using #8 wood NailBase primed with ASTM D41 primer or screws FIIntPrime SA Min. 15/32-Inch plywood at Flintfast 3 in. Insulation 6-Inch o.c. at 4-Inch lap and 6-Inch o.c. max 24-inch spans attach m -in Flintlastic SA Plates with FlintFast #12 or in three, equally spaced, staggered W-49 Inch using wood NailBase #14; Trufast MP3 with DP or center rows. Stress plates shall be SBS-SA SBS-SA -97.5 HD; OMG 3 in. Round Metal primed with ASTM D41 primer or screws Plates with OMG #14 HD FIIntPrime SA. Min. 15/32-inch plywood at Flintfast 3 In. Insulation 6-inch o.c. at 4-Inch lap and 6-Inch o.c. max 24-Inch spans attach Flintlastic SA Plates with FIIntFast #12 or in four, equally spaced, staggered W 50 4-loch o.c. using #10 wood NailBase #14; Trufast MP3 with DP or center rows. Stress plates shall be SBS-SA SBS-SA -127.5 HD; OMG 3 in. Round Metal primed with ASTM D41 primer or screws Plates with OMG #14 HD FIIntPrime SA. HYBRID SYSTEMS: Min. 15/32 inch plywood at Glasbase; Flexlglas; Flintfast 3 in. Insulation 6-Inch o.c. at 4-inch lap and 6-Inch o.c. max 24-Inch spanattach s FIIntlastic Base 20; Plates with FIIntFast #12 or in three, equally spaced, staggered SBS-AA, W-51 6 inch o.c. using wood Poly SMS Base; Ultra #14; Trufast MP3 with DP or center rows. Stress plates shall be SBS-SA-H SBS-TA or -97.5 screws Poly SMS Base HD; OMG 3 in. Round Metal primed with ASTM D41 primer or APP-TA Plates with OMG #14 HD FIIntPrime SA. Min. 19/32-inch plywood at Glasbase; Flexlglas; 7-Inch o.c. at 3-Inch lap and 7-Inch o.c. SBS-AA, W-52 max 24-inch spans attach FIIntlastic Base 20; See Note 2 in three, equally spaced, staggered SBS-SA-H SBS-TA or -105.0 6-Inch o.c. using #8 wood Poly SMS Base; Ultra center rows APP-TA screws Poly SMS Base Min. 15/32-inch plywood at Glasbase; Plexiglas; Flintfast 3 In. Insulation 6-Inch o.c. at 4-Inch lap and 6-Inch o.c. max 24ch spans attach -In at -Inat FIIntlastic Base 20; Plates with FIIntFast #12 or In four, equally spaced, staggered SBS-AA, W-53 4 Inch using wood Poly SMS Base; Ultra #14; Trufast MP3 with DP or center rows. Stress plates shall be SBS-SA-H SBS-TA or -127.5 screws Poly SMS Base HD; OMG 3 In. Round Metal primed with ASTM D41 primer or APP-TA Plates with OMG #14 HD FIIntPrime SA. CONVENTIONAL SYSTEMS: Glasbase; All Min. 23/32-inch thick Weather/Empire 12-Inch o.c. at 4-Inch lap and 36-Inch BP -AA, SBS-AA, SBS-AA, W-54 exterior grade plywood Base; Flexlglas See Note 2 o.c. in two, equally spaced, staggered SBS-TA or APP- SBS-TA or -30.0* attached per Code. Base; FIIntlastic center rows TA APP-TA Base 20; Yosemite Exterior Research and Design, 111-C. d/b/a Trinity[ERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-R5 for FL2533-RS Revision 5: 04/26/2011 Appendix 1, Page 12 of 40 Q TRINITY ERD TABLE 1E-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 MOP Base Fasteners Attach Ply Cap No. (See Note 1) (psf) Glasbase; All Min. 23/32-Inch thick Weather/Empire 12-inch o.c. at 4-Inch lap and 24-inch BP -AA, SBS-AA, SBS-AA, W-55 exterior grade plywood Base; Flexiglas See Note 2 o.c. in two, equally spaced, staggered SBS-TA or APP- SBS-TA or -45.0* attached per Code. Base; Flintlastic center rows TA APP-TA Base 20; Yosemite Min. 23/32-Inch thick poly SMS Base; Ultra 12-Inch o.c. at 4-Inch lap and 36-Inch BP -AA, SBS-AA, SBS-AA, W-56 exterior grade plywood Poly SMS Base See Note 2 o.c. in two, equally spaced, staggered SBS-TA or APP- SBS-TA or -45.0 attached per Code. center rows TA APP-TA Min. 15/32-Inch plywood at Glasbase; Flexiglas; Fllntlastic Base 20; Flintfast 3 in. Insulation Plates with FIIntFast #12 or 6-inch o.c. at 4-Inch lap and 6-Inch o.c. (Optional) SBS-AA, W-57 max 24-Inch spans attach 6-Inch o.c. using #8 wood Poly SMS Base; Ultra #14; Trufast MP3 with DP or in three, equally spaced, staggered , AA, -TA or APP- SA -TA or APP- SBS-TA or -97.5 Poly SMS Base; HD; OMG 3 In. Round Metal center rows TA APP-TA screws Yosemite Plates with OMG #14 HD —�1� Min. 19/32-Inch plywood at max 24-Inch spans attach Glasbase; Flexiglas; Fllntlastic Base 20; 7-Inch o.c. at 3-Inch lap and 7-Inch o.c. BP -AA, SBS-AA, SBS-AA, r _W_58 Poly SMS Base; Ultra See Note 2 in three, equally spaced, staggered SBS-TA or APP- SBS-TA or 105.0 1 6-inch o.c. using #8 wood Poly SMS Base; center rows TA APP-TA screws Yosemite Min. 15/32-Inch plywood at Glasbase; Flexiglas; Fllntlastic Base 20; Flintfast 3 In. Insulation Plates with FIIntFast #12 or 6-Inch o.c. at 4-inch lap and 6-Inch O.C. (Optional) BP- SBS-AA, W-59 max 24-Inch spans attach 4-Inch o.c. using #10 wood Poly SMS Base; Ultra #14; Trufast MP3 with DP or in four, equally spaced, staggered AA, SBS AA, SBS-TA or APP- SBS-TA or -127.5 Poly SMS Base; HD; OMG 3 in. Round Metal center rows TA APP-TA screws Yosemite Plates with OMG #14 HD TABLE 1F: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Primer Roof Cover MOP (psf) Base Ply Cap No. (See Note i) Min. 19/32-Inch plywood at max W-60 24-Inch spans attach 6-Inch o.c. FIIntPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5 using #8 wood screws Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 3520.03.04-RS for FL2533-R5 Revision 5: 04/26/2011 Appendix 1, Page 13 of 40 rl�ixa+i{Jt#}rNhSYakfk'�arw �nr�tiR^.k4d4.+ BCIS Home lag In User Registration Hot Topics Submit Surcharge Business;'' '���,,,� �rofeSs�onal "USERdPublic Approval - If�47tdY �x��EjIG"t161SS��i1 Y'.3Cy� rj,. t A4H Stats & Facts Publications FBC Staff BCIS Site Map links Search Pr_:gu5t P.p> Product or Application Search > Application Ust >Application Detail a€.'F' 3xrsFr� a c5 2a FL # FL12966-R1 .yss y,rr{f Type Editorial Change g frxr, g, :zr< a,al Application Code Version 2007 Application Status Approved Comments Archived Product Manufacturer JM Metals (Innovative Distribution LLC) Address/Phone/Email 1505 Cox Road Cocoa, FL 32926 (321) 639-1537 tony@jmmetals.com Authorized Signature James L. Buckner P.E.@CBUCK Engineering jimmy@cbuckinc.net Technical Representative FILE COm1Y Address/Phone/Email Quality Assurance Representative Address/Phone/Email Roofing p�• V Category Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who James L. Bucker, P.E.@ CBUCK Engineering developed the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12966 R1 COI CertificateOflncfe�ende_3�-q Referenced Standard and Year (of Standard) Standard Year Florida Building Code 2007 TAS 125 2003 UL 1897 1998 UL 580 with 1998 Revisions 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQF... 2/7/2012 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/04/2009 11/06/2009 11/12/2009 12/09/2009 summary ui rwu — FL # Model, Description Number or Name 12966.1 01 - "JM Fastener Strip Roof Panel - 0.032" Aluminum, 12" Width, Attached to 15/32" Plywood Deck Nallstrip" w/Optional Rigid Insulation Limits of Use Approved for use in Installation Instructions FL12966 Ri II O1. NailSl�rip_ 12in 032AIu L0nWood EVALREPORT pol' f HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 i Approved for use Created by Independent Third Party: Yes i outside HVHZ: Yes Impact Evaluation Reports FL12966 R1 AE O1 NaifStrip 12in 032AIumOnWood EVAI_REPORT.pdf Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/- 69.25 Other: Refer to Evaluation Report for Limitations and i Conditions of Use. Refer to manufacturers installation instructions as a supplemental guide. 12966.2 02 - "JM Fastener Strip Roof Panel - 26 Gauge Steel, 16" Width, Attached to 15/32" Plywood Deck Nailstri /Optional Rigld Insulation Limits of Use Approved for use in Installation Instructions FLt2966 itl Il_02 NailStrip 16in 26oaSteel UnWood FVAI_REPORT Rl,gdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 HVHZ: No Approved for use Created by Independent Third Party: Yes { outside HVHZ: Yes Impact Evaluation Reports FL1.2966 R1 AE 02 Na11Strip 16in 26gaSteelOnWood EVAL.REPORT Rl.pdf Created by Independent Third Party: Yes Resistant: No Design Pressure: +N/A/- 121.75 i Other: Refer to Evaluation Report for Limitations and Conditions of Use. to manufacturers lRefer installation Instructions I as a supplemental j guide. 1 12966.3 Snap -Lock Roof Panel - 0.032" Aluminum, 18" Width, Attached to 15/32" Plywood Deck E03-"JM Snap- w/Optional Rigid Insulation " Limits of Use Approved for use in Installation Instructions FL12966 f l fI 03 .1_75Snaplock 18in 032AIumOr;Wood EVHLREPOFOT Rl.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 j HVHZ: No II Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports FL12966 R1 AE 03 ].755naplock 18in 032AIumOnWood EVALREPORT Ri.pdf Impact Resistant: No Created by Independent Third Party: Yes Design l Pressure: +N/A/- 1 91.75 Other: Refer to Evaluation Report for http://www.floridabuilding..org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQF... 2/7/2012 Limitations and Conditions of Use. Refer to manufacturers installation Instructions as a supplemental j guide. 12966.4 - "JM Snap -Lock Roof Panel - 24 Gauge Steel, 18" Width, Attached to 15/32" Plywood Deck �04 1.75 Snap- w/Optional Rigid Insulation Lock" Limits of Use Installation Instructions Approved for use in FL1296G Rl I1 04 1.75Snaplock 181n 24Stee1QnWoo( EVALREPOkI" df Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 j HVHZ: No Approved for use Created by Independent Third Party: Yes j outside HVHZ: Yes Impact Evaluation Reports FL12966 R1 AE 04 1.75Snap1ock 18in 24SteFlOnWood EVALREPORT.odf Created by Independent Third Party: Yes Resistant: No Design Pressure: +N/A/- 76.75 j Other: Refer to Evaluation Report for Limitations and i Conditions of Use. Refer to manufacturers Installation Instructions i as a supplemental guide. 12966.5 05 - "JM Rib" Lapped Roof Panel - 29 Gauge Steel, 36" Width, Attached to 15/32" Plywood Deck i w/Optional Rlgld Insulation I Limits of Use i Approved for use in Installation Instructions FL12966 R1 Il 05 Rib 36in 29GaSteelOnWood EVAL.REPORT.pdf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports Impact FL12966 R1 AE 05 R.ib 36in 29Ga5teelQnWOO dEVALf2EPORT pdf Resistant: No Created by Independent Third Party: Yes f Design i Pressure: +N/A/- { 69.25 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturers Installation Instructions as a supplemental guide. 12966.E Lapped Roof Panel - 26 Gauge Steel, 24" Width, Attached to 15/32" Plywood Deck Crim w/Optional Rigid Insulation jLimits of Use Approved for use in Installation Instructions FL12966 RI II 06 5V 24in 26GaSteelOnWood EVALREPORT.odf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E.#31242 ' Approved for use Created by Independent Third Party: Yes i. outside HVHZ: Yes Evaluation Reports Impact FL12966_.al AE 06 5V 24i11 26GaSteelOnWoud EVALREPORT,Udf Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/- { 114.25 i Other: Refer to i Evaluation Reliort for { Limitations and 1 Conditions of Use. Refer to manufacturers i installation instructions as a supplemental guide. j 12966.7 107 - "JM 1.5 Standing Seam Roof Panel - 24 Gauge Steel, 16" Width, Attached to 15/32" Plywood Deck I Standing with One -Piece Panel Clips w/Optional Rigid Insulation Seam" { Limits of Use Approved for use in Installation Instructions FL12966 R1 II 07 1 5StandingSeam 161n 24GaStee10nWoodEVALREP0RT.pdf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQWtDgv4i95T%2bUQF... 2/7/2012 Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports FL12966 R1 AE 07 1. SStandImSeam 161n 24GaStee10nWoodEVALREP0RT.pdf Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/- 159.25 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturers installation Instructions as a supplemental guide. 12966.8 08 - "JM Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 15/32" Plywood Deck Nordman le" Limits of Use Approved for use in Installation Instructions FL12966 Rl 1I 08 NordmanTile 41in 24GaSteelOnHalfInchWoodDeck [VALREPOR1ndf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 t Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports FIA2966 R1 AE 08 NordmanTile 41in 24GaStee10r*t fInchWoodDeck EVALREPORI.pdF Impact { Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-137 Other: Refer to Evaluation Report for Limitations and Conditions of Use. I Refer to manufacturers i installation Instructions as a supplemental guide. 12966.9 9 - "JM Lapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 19/32" Plywood Deck ordman J[N le" Limits of Use Approved for use in66 lation Instructions Rl 1[ 09 NordmanTile 41in 24Ga5tee1 n5-gWoodDeck EVALREPORT.odf 1 HVHZ: No By:mes L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 FE7valuation Approved for use dependent Third Party: Yes outside HVHZ: Yes Impact ports AE 09 NordmanTile Olin 24Ga Steel 0n5-BWoodDeck EVALREPORT.pd* Created by Independent Third Party: Yes Resistant: No ! Design Pressure: +N/A/-106 Other: Refer to Evaluation Report for Limitations and I Conditions of Use. Refer to manufacturers installation Instructions i as a supplemental guide. 1296�-"]MLapped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 22 Gauge Steel Deck j Limits of Use Installation Instructions Approved for use in FL12966 R1 1I 10 NordmanTile 41in 24GaSteelOnSteelDeck EVALREPORT.pdf Verified By: lames L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 r HVHZ: No i Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Impact Evaluation Reports FL12966 R1 AE 10 NordmanTile 41in 24GaSteelOnSteelDeck FVALREPORT.Pdf — Created by Independent Third Party: Yes I Resistant: No i Design ;Pressure: +N/A/-120 I Other: Refer to Evaluation Report for Limitations and j Conditions of Use. Refer to manufacturers I installation instructions jas a supplemental i http://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQF... 2/7/2012 guide. 11 - JM Lapped Roof Panel - 0.032" Aluminum, 41-1/4" Width, Attached to 19132" Plywood Deck 12966.11 Nordman Ile" 1 ILimits of Use Approved for use in Installation Instructions FL12966 R1 II 1.1 NordmanTile 41in 032AIumOnWoodDeck EVALREPOR. T_Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242 j HVHZ: No Approved for use Created by Independent Third Party: Yes I outside HVHZ: Yes Evaluation Reports FL12966 2,1 AC 11 NordmanTile 41in 032AIumOnWoodDeck EVALREPORT.Ddf 1 Impact Resistant: No Created by Independent Third Party: Yes 1 Design Pressure: +N/A/-107 Other: Refer to Evaluation Report for Limitations and i Conditions of Use. Refer to manufacturers installation Instructions I as a supplemental guide. Back N..t Contacts :: hone: 850-487-24 1B1940 North Monroe Street Tallahassee K 32399 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: EdYacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at weymaster(a)dbor.state:Fl.us. Product Approval Accepts: No IF-W a pscP Is �i`6:ISP74411 k. i Y, i5. �. YarlSlSa Tr".statl vk Aye'• f http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQF... 2/7/2012 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Evaluation Report Of Innovative Distribution, LLC d/b/a JM Metals JM 115v" Crimp Metal Roof Assembly for Florida Product Approval # FL 12966.6 Florida Building Code 2007 Per Rule 9B-72 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: JM 115V" Crimp Roof Panel Material: Steel Panel Thickness: 26 Gauge Minimum Net Coverage Width: 24" Maximum Coverage Support Type: Wood Deck Prepared for: Innovative Distribution, LLC d/b/a JM Metals 1505 Cox Road Cocoa, Florida 32926 Prepared by: Jaynes L. -Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: .1916 Project Manager: Diana Galloway Report No. 09-180-5V-24-S6W-ER Date: 8 / 21 / 0 9 Contents: Evaluation Report Pages 1— 7 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckiuc.net L. Buckner, P.E. Florida P.E. # 31242 AUG 2 7.2009 r Date: 08 / 21 / 09 Report No.: 09-180-5V-24-S6W-ER Page 2 of 7 UBDUOIC Engineering Specialty Structural Engineering Manufacturer: Innovative Distribution, LLC d/b/a JM Metals Product Name: JM 115V" Crimp Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9B-72.070 (1) (d) Product Description: Lapped, Steel Roof Panel on Plywood Deck Panel Material / Standards: Material: Steel Yield Strength: 50 ksi Minimum Corrosion Resistance: Material shall comply with the Florida Building Code (FBC), 2007 Section 1507.4.3. Panel Dimension(s) Thickness: 26 Gauge Width: 24" Maximum (Net Coverage Width) Rib Height: 3/8" Support Type: Wood Deck (Design of support system is not included in this evaluation) Support Description: • 15/32" or greater plywood, or • Wood plank deck Slope Range: Minimum slope shall comply with FBC 2007, applicable sections including 1504.7 and in accordance with the manufacturer's recommendations. Underlayment: Underlayment shall be per manufacturer's guidelines as required in FBC Section 1507.4.5 Insulation: (Optional) Rigid Insulation Board, 3" maximum thickness and with a density of 2.25 pcf (lbs/ft) minimum or a compressive strength of 25 psi minimum. a Report No.: 09-180-5V-24-S6W-ER Page 3 of 7 C lJ Engineering -J- CBUCK, Inc. Florida Certificate ofAuthoriwtion f# 8064 Specialty Structural Engineering Attachment Component Roof Panel Fasteners Description: Type: Hex -Head wood screws with Weather Seal Washers (WSW) Size: #9-15 x 3/16" minimum penetration through deck Standard: ANSI/ASME B18.6.1 Corrosion Resistance: Per FBC Section 1507.4.4 or 1506.6 "JM 5V Crimp" Steel Roof Panel to Wood Deck Installation: (Refer to drawings on Pgs 5-7 of this report.) Method 1: • Row spacing: 12" o.c. (along the length of the panel and within 3" from all ends) • Fastener spacing: Nominal pattern of 12" o.c. (along each row, located on top of every major corrugation) Method 2: • Row spacing: 12" o.c. (along the length of the panel and within 3" from all ends) • Fastener spacing: Nominal pattern of 12" o.c. (along each row located beside of every major corrugation) Install the system in compliance with the evaluated installation method(s). The installation method(s) described herein have been evaluated to address the scope of the evaluation. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Design Uplift Pressure: Method 1: - 85 PSF ( Safety Factor of 2:1 ) . Method 2:-114.25 PSF ( Safety Factor of 2:1 ) FL #: FL 12966.6 Date: 08 / 21 / 09 Report No.: 09-180-5V-24-S6W-F.R Page 4 of 7 n ineerin CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9B-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824) Performance Standards: The product described herein has demonstrated compliance with: • UL580-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions through February 1998 • UL 1897-98 — Uplift test for roof covering systems Standards Equivalency: Test standard TAS 125-03 meets or exceeds the test procedures prescribed in UL 580-94 with 98 Revisions and UL 1897-98. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2007, Section 1504.3.2. Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 9B-72. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Condition 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 9B-72.070. Per Rule 9B-72.060, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 9B-72.070(l)(e) allows rational 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. • Fire Classification is outside the scope of Rule 9B-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. • This report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Referenced Data: 1. TAS 125-03 Uplift Test By Hurricane Test Laboratory, LLC. (FBC Organization #TST ID: 1527) Method 1: Report 0223-0307-01; Test Date: 03 / 05 / 01.- 03 / 08 / 01 Method 2: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06 2. Quality Assurance By Keystone Certifications, Inc., (FBC Organization #QUA ID:1824) Innovative Distribution, LLC d/b/a JM Metals, Licensee #: 344 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # AA 1916) Report No.: 09-18MV-24-SW-ER 1 Page 5 of 7 \- I'- C B YJC Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Innovative Distribution, LLC d/b/a JM Metals JM 165V11 Crimp (26 Ga. Steel) Panel Attached to Plywood Deck Profile Drawings 24' MaAmum-Net Coverage c - 0 Cn Typical Panel Profile View Date: 08 / 21 / 09 • \ _f ReportNo.: 09-180-5V-24-S6W-ER Page 6 of 7 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Innovative Distribution, LLC d/b/a JM Metals JM 115V" Crimp (26 Ga. Steel) Panel Attached to Plywood Deck 17 O.C. Typical Method 1 Fastener Spacina Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/16" min. penetration thru deck Spaced 12" o.Q across the Panel Typical Assembly Profile View Fasteners - #9 -15 Hex -Head Screws With "JM 5V-Crimp" Roof Panel Washers EPDM Bonded Steel f — Optional: Optional: Deck: Rigid Insulation -15/32" or greater Plywood, or Thickness 3" Maximum - Wood plank Typical Assembly Isometric View r�, Date: 08 / 21 / 09 + Report No.: 09-180-5V-24-S6W-ER Page 7 of 7 _ Engineering CBUCK, Inc. Florida Certificate oJAuthorization # SU64 Specialty Structural Engineering Installation Method Innovative Distribution, LLC d/b/a JM Metals JM 115VII Crimp (26 Ga. Steel) Panel Attached to Plywood Deck 17 o.c: Typical Method 2 Fastener Spacing Across Panel Width #9-15 Hex -Head Screw with Weather Seal washer 3/19' min. penetration thru deck Spaced 12" o.c. across the Panel Typical Assembly Profile View Fasteners - #9 -15 Hex: Head,Screws With "JM Crimp" Roof Panel EPDM Bonded Steel Washers F- Deck: Optional: -15/32' or greater Plywood, or Rigid Insulation - Wood plank Thickness 3" Maximum Typical Assembly Isometric View