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HomeMy WebLinkAboutPROJECT INFORMATION1 OFFICE USEDATE FILED ONLY: PLAN REVIEW FEE: ! J RECEIPT NO.: PERMITjNUMBER i �►n�-h a I o�t CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 � 772-462-155J C�7 q 76 s�' 7�TF� , APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE LOCATION/SITE ADDRESS: 2. PROJECT SITE PLAN NAME: gN PROPERTY TAX ID #: , t O a 0/ 4 96 0 0 .� 4. LEGAL DESCRIPTION (attach extra sheets if necessary): f 7j P— P L A � o L✓ i0f) 13/ /< rY a 12r 6 ,as a 5. PAT BOOK 6. PAGE NO. 7. BLOCK NO. 40 Q 11. 12: PARCEL SIZE (ACRESISQ FT.): LOT DIMENSIONS: tTU ^ / )9 8. LOT NO. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: n /w rP, /e Z6 E /r/ar=r TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION EXPANSION/ADDITION [ ] INTERIOR RENOVATION [j$ RESIDENTIAL [ ] COMMERCIAj," �{ ] INDUSTRIA [ ] OTHER (SPECIFY) p i%P .i 7 h e Fes/ Pe t /� / is' —'EA -2L/ 7 ,, t - DESCRIPTION OF PROPOSED USE: lY e S /7/B 10"I A 1. 14. - SQ. FT OF CONSTRUCTION: Q % j „A 7 413 / G/ VALUE OF CONSTRUCTION: $ J O �i S� 0U 15. SF. FT 1 st FLOOR - The value of construction is used to determine the amount of permit fees to be assessed St. Lurie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures am not consistent with similar types of construction activities. If the valucis $2500 or more, a RECORDED Noticc of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 i UPDATED 6125/09 I W� OWNER INFORMATION NAME: MeeNA LhAr,A/✓/ // y� ADDRESS: o� "% / Za Ly /y E R g /1 A /✓ C h lm CITY: A"OA I F/ e-a P_ e- STATE: Ft ZIP: <? PHONE (DAYTIME): (Ila 4179 - 9 �L,7 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: PHONE (DAYTIME): ( 1 CONTRACTOR INFORMATION ST. of FL REG.CERT #: C4- C w 6 p, F PTO O ST. LUCIE COUNTY CERT #: BUSINESS NAME: Qui f7 �i/ /Z 7) L' / oii� C6,1 a QUALIFIERS NAME: c.,� M Q4,' L, e 1Q FP- ZIP: ADDRESS:1T6 9 ; /�C7�'Th GUE? cS/ /I/t9 / JFJ ( �lO 01 4zCj CITY: /dui /_, STATE: A'/ ZIP: 3 y PHONE (DAYTIME): �%�� -J_� FAX NO. y 77a- / j- 0cYEmai1: tic c o r/c io li 6 ARCHIT/ENGINEER S �"e KP h N N Ci�d S ADDRESS: l7G>Ctf711/i76/Y�>rihlLlfd CITY: 4 c/t • ' BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: ZIP: STATE: — - - ZIP:- - -- - - - -- IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. a a Z CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. COUNTYSTATE OF FLO OF J0 !.. The foregoing instrume was me th,* day of by who is pL4sonally known v or has produced identification. DARN MILONE atap Public - State of Florida EEttfimm. Expires Mar 22, 201 i Commission # EE 877571 ided Through National Notary Assn CONTRAC;DR SIGNATURE I% STATE • •' 1 •/ • • The foregoing instrument was me this ) day of by who is rsonally known ,1/ Signature of Notary Commission No. — - - - - —i /•''aim \ Nota$��N MILONE bfic - State of Florida AY Camm.-Expires Mar 22. 2017 Commission # EE 877571 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR.TO THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific in'Istructions see appropriate permit checklist. i i i OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING C� J LAND USE ItR LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # IST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE 1. GENERAL ;SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIREfEMS . DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC_ ROOF _ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING _ FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED _- DATE COMPLETED 0, - - - - — -- — - - - - -- - — INITIALS i � � 1 1 STEPHEN A. GAYDOSH ENGINEERING 406 SOUTH 13'" PLACE LANTANA, FL 33462 - 3006 OFF: EN17I7 RING- 6 FAX: ALE 8I8-0773 CIVIL ENGINEERING BTRIJ GTl1RAL ENGINEERING ' GA 27966 ST. LUCIE COUNTY CODE ENFORECEMENT CASE # 79476 30 — June — 2014 ATrN: St. Lucie County Planning & Development Services Code Enforcement Board 2300 Virginia Avenue Ft. Pierce, Florida 34982 RE: Retained to address Code Violations at: Existing SFD Residence for Meera Chagani 366 Notlem Drive Ft. Pierce, Florida 34982 Parcel ID Number 3403 — 802 — 0119 — 000 — 5 Dear Monica Vargas Barrios, SAGE Engineering has been retained by the Owner of the referenced project to respond to the latest set of Code Violation concerns as addressed in the Case Number listed above. I have visited the site and taken measurements and photographs, and opened walls as required to verify the construction. I am addressing the concerns and preparing permit plans to submit to the County for permitting the After -the -Fact structure and enclosure. I anticipate being able to complete the permit drawing package within two (2) weeks, and will discuss with the contractor the items he'll need to address to bring the structure into compliance with the Florida Building Code (FBC-10), Residential Code. There are three (3) items noted in your citation to be resolved. Thank you for your time in this matter. Should any additional information be required, please advise at (561) 718-1806. Respectfully submitted, SAGS. ENGINEERING SteFhen A. CAydosh, Jr., PE-GC-PCC-CBI-StS1 Florida PE — 038464 USAR Structures Specialist `, Storage Room & Covered Carport Page 1 D MIAMI-DADE COUNTY, FLORIDA Ml® • METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 305) 375 2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA)- � .54� .miamidade.GoWbuildinecode Jeld—Wen, Inc (OR) d � Lakeport Boulevard Klamath KdUJ/ I o� Klamath Falls, OR 97601 `T -4QW SCOPE: d �;LlI This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1124 GA. Steel" 6'8" W/E Outswing Glazed Steel Door System w/ sidelites — N.I. APPROVAL DOCUMENT: Drawing No. JW252008, titled "Series Jeld—Wen 24 GA. Glazed Wood Edge 12-0 x 6-8 Outswing Steel Door" sheets I through 14 of 14, dated 01/08/09 with revision ` W' dated 02/24/10, prepared by CertWorks, LLC, signed, sealed and dated 10/14/10 by Kristina S. Daugherty, P. E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Division, MISSILE IMPACT RATING: None. LIMITATIONS: 1.) Miami —Dade County Product Control Approved Shutters Or Protection Devices Shall Be Required. 2.) Maximum design pressure rating shall be + 21 PSF where water infiltration requirement is needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature -If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was revieweFFLA "F�a E MIAMFDADE ounrry : No em er 11, 016 . • • . , �yy� Expi ation Date: November 11, 2015 V20UGUST - 20A� val Date: November 11, 2010 102t 10�� A. PE•GPPMCSI•S1S1 E . 038464 Page 1 Jeld-Wen. Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW252008, titled "Series Jeld—Wen 24 GA. Glazed Wood Edge 12-0 x 6-8 Outswing Steel Door" sheets 1 through 14 of 14, dated 01/08/09 with revision `B" dated 02/24/10, prepared by CertWorks, LLC, signed, sealed and dated 10/14/10 by Kristin S. Daugherty, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of French door with sidelites, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL 210-3558-1, dated 10/07/08, signed and sealed by Gerald J. Ferrara, P. E. 2. Test reports on: 1) "Standard Test Method for Tensile Properties of Plastics" per ASTM D 638-08, tensile yield of 31.3 Kai and tensile modulus of elasticity of 38.4 Ksi, along with marked —up drawings and installation diagram of French door with sidelites, prepared by ETC Laboratories, Inc., Test Report No. ETC-08-056-21686.0, dated 10/20/08, signed and sealed by Joseph Labora Doldan, P.E. 3. Test reports on: 1) ASTM E84-08 Standard Test Method for Surface Burning Characteristics of Building Materials along with marked —up drawings and installation diagram of dylite expandable polystyrene, prepared by Intertek Testing Services, N. A., Inc., Test Report No. ITS 3113726SAT-001 Rev. 1, dated 03/13/09, signed and sealed by Frederick D. Curkeet, P. E. 4. Test reports on: 1) "Standard Test Method for Tensile Properties of Plastics" per ASTM D 638-03, tensile yield of 132.0 Ksi and tensile modulus of elasticity of 15.3 Ksi; 2) "Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement" per ASTM D792-00, G--0.4286, along with marked —up drawings and installation diagram of Endura Products extruded PVC, prepared by IMR Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No. IMR-200707982, dated 09/10/07, signed by Sophia Ezell*and Stan Deforest, validated by 0. M. Engineering Services, Inc., signed sealed and dated 09/19/08 by Nimesh Bhaysar, P. E. Jaime D aswnG , P. E. Chief, Product Control Division NOA No. 09-0608.16 Expiration Date: November 11, 2015 Approval Date: November 11, 2010 E-1 Jeld=Wen. Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) C. Test reports on: 1) "Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement" per ASTM D792-08, G=1.11, along with marked —up drawings and installation diagram of Endura Products extruded PVC, prepared by IMR Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No. IMR-200908522, dated 10/27/09, signed by Jamie Wech and Michael Bimbo. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 05/20/09, prepared by CertWorks, LLC, signed, sealed and dated 10/14/10 by Kristina S. Daugherty, P. E. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-0214.08 issued to ODL, Inc. for their "ODL/ Western reflection's Non —Impact HP Polypropylene Lite—Kit Assembly" dated 03/22/07, expiring on 12/30/10. 2. Notice of Acceptance No. 07-0801.05 issued to ODL, Inc. for their "HP Polypropylene series High Performance Door lite material — Component Approval" dated 09/27/07, expiring on 01117/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, prepared by CertWorks, LLC, signed, sealed and dated 04/06/09 by Kristina S. Daugherty. 2. Statement letter of IMR Test Lab., Inc. validation, prepared by O. M. Engineering Services, Inc., signed, sealed and dated 09/19/08 by Nimesh Bhaysar, P. E. 3. Laboratory compliance letter for Test Report No. NCTL 210-3558-1, issued by National Certified Testing Laboratories, Inc., dated October 07, 2008, signed and sealed by Gerald J. Ferrara, P. E. 4. Laboratory addendum letter number 01 for Test Report No. NCTL 210-3558-1, issued by National Certified Testing Laboratories, Inc., dated August 25, 2009, signed and sealed by .Gerald J. Ferrara, P. E. 5. Laboratory addendum letter number 02 for Test Report No. NCTL 210-3558-1, issued by National_Certified Testing_Laboratories,_Inc.. dated June 15, 201Q signed and sealed by Gerald J. Ferrara, P. E. Jaime D. Goscon,_?. E. Chief, Product Control Division NOA No. 094608.16 Expiration Date: November 11, 2015 Approval Date: November 11, 2010 E-2 Jeld-Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report No. ETC-08-056-21686.0, issued by ETC Laboratories, Inc., dated October 20, 2008, signed and sealed by Joseph Labora Doldan, P. E. 7. Laboratory compliance letter for Test Report No. ITS 3113726SAT-001 Rev.1, issued by Intertek Testing Services, N. A., Inc., dated March 13, 2009, signed and sealed by Frederick D. Curkeet, P. E. 8. Laboratory compliance letter for Test Report No. IMR-200707982, issued by IMR Test Lab., Inc., dated September 10, 2007, signed by Sophia Ezell and Stan Deforest. 9. Laboratory compliance letter for Test Report No. IMR-200908522, issued by IMR Test Lab., Inc., dated October 27, 2009, signed by Jamie Wech and Michael Bimbo. 10. Distributor Agreement between Millwork Masters, Florida and Jeld—Wen (OR), Oregon, dated 02/02/09, signed by Steve Saffell, respectively. G. OTHERS 1. None. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0608.16 Expiration Date: November 11, 2015 Approval Date: November 11, 2010 E-3 JELDIVEN® JELO-WEN 24 GA. STEEL GLAZED WOOD EDGE 1241X8.8 OUTSWING STEEL DOORSYSTEM THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAB 202-94 AND ASTN E331.W AND ASTM E33D.02. 2. 2X AND 1X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUYTERS ARE REQUIRED. 6. SCALE BASED ON 11X17 SHEET SIZE 7. ALL 1X 82X TO BE 0.55 SPECIFIC GRAVITY OR rm�=oncmio: I nt rHct snthI S ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. I CORE DESIGN: THE CORE CONSISTS OF 1-125 POUND DENSITY EXPANEO POLYSTYRENE (EPS). I PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021- MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT90' OVER THE 1.688-X 1.0' LIVE. (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 24 GA SHEET STEEL SKIN IS 40,300 psI.THE I.688'X1203• BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018- MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688• X 31/8• X 17. FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING TOP CORNERS ARE COPED, BUTTED, 8 SEALED USING SILICONE AND FASTENED USING FOUR 16 GA 7/IW X 2' STAPLES PER CORNER THE BOTTOM CORNERS ARE COPED, BUTTED, S SEALED USING SILICONE AND FASTENED USING THREE 16 G4 7/16' X Z'STAPLES AND TWO 98 X 2 11V PHILLIPS WOOD SCREWS PER CORNER. THE VERTICAL MULLIONS ARE FASTENED THROUGH THE HEAD & SILL USING THREE #BX2-12' SCREWS PER END. A 3/8' HOLE IS DRILLED AT THE CENTER OF THE FRAME SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #B X3' SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. A 31W HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 3' SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 18GA. X 7116' X Z' STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULUON JOINERY S THE FIXED PANELS /FRAME JOINERY ARE 2 ALL LATCHILOCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. ANCHORING COMPONENTS MUST M CORROSION RESISTANT STANDARD IDENTIFIED IN THE FBC. ALL WOOD FRAMING IS TREATED IN ACCORDANCE WITH WOOD PROTEC STANDARDS AS IDENTIFIED IN THE F -ALL VIEWS FROM EXTERIOR -MULL POSTS S DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING D"5 OR LESS. - MASONRY AND CONCRETE INSTALLATION DETAILS. - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET t IN 1X BUCK OPTION IN SEE SHEET 5 FOR EET THE SAS 371/4'MAX FRAME WIDTH ,.o oc rrv�n-u-n 7"wlu In 74'MAX. 371/4'MAX DOUBLE FRAME WIDTH FRAME WIDTH TION Be. T— 353I4'MAX. PANEL WIDTH 721/4'MAX353/4'MAX. DOUBLE PANEL WIDTH PANEL WIDTH SEE DETAILA 5 OTEB XSHEET5 OTE B Ij s L q7( L QFi G Z Q 6 g d 2�% WIDTH 21 1/8' )14 DTH 21118' WID .( 26 0 2110 MAX WIDDTTH NOTE 4 u NOTE N 0o NOTE2 \ 25 N E NOTE 11NACTIVE FIXED ACTIVE FIXED NTERIOR Q)EVNOTE4 NOTE4 BURFACEBOLT DEL -BACK MULL POST ASTRAGAL SEE NOTE JAMB MULL POST PI SCADUNIT I'-O' SEEDETAILB SCALE:INGN'ON SHEETS (OUTSWINGIVON-IMPACT) TABLE 1 DESIGN PRESSURE RATING (PSF) WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACEBOLTS POSITIVE a+55 a+88 POSITIVE +55 +g8 NEGATIVE -55 �6 NEGATIVE {5 436 NOTE UNIT SHALL BE INSTALLEDAT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) RATIO n OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0. ALL OTHER SCENARIOS DESIGN PRESSURE LIMITED TO PSF PER TEST REPORT. I—ox It m—I 11 16 Kn Wa Cent 0 n' 0 rn m O z0;P Z W LL W LEI In In LEE m�a No. 68455 of memo: Ave, Stu 435 FL 32789 JW252008 llx'M0.[.OVEMLLPPRI6 WIO111 n vv MAX 9r tw•NAx m+rrNpx. FPANE 1Y611N FRNfE WIDm iRAN'LWm 95 Y4'YAK JBYP NA% PN+ELWOTN PIWEI V•IDIH $EE DETMA BHFiTa F r211& 02110 Dia D.L.o.LL N ON EJ r Fam FL MULLPOJ(9 WN SURFA.CEBOLT OBLBACKJANS MILL BEENOTEa MST OPRONAL BEEOETMB TRIjLUjII ,1 UNIT fOOXORD(OO))OR MOO)) SHEET6 SHEETS DUAL UNIT (XX) 11f lN' 97uvwx NP1.OL£PALL FRAME WDILI TVNAx Y{•MAIL35Y4'PN LYN111 /SRSEEDETMASHEET JaMITE 5of x14H• NAB DYD. 2110 MA%. D" C211AP D O. vrom TMm eQeQ �W �( B $ xoT O NWE4 8 me Y NDTE2 \ / k NOTEB r r Flxm L NULLPoSTSHOWNJ IOTE</ � /� �TMGN. NOTE4 J DEL-U CKJ MALL JUN'RCEBMT sEEOETMa PoSTOPTIONAL SEENOTEJ SHEETS TRI UNIT(O= jIOR 1]}jf�(}O) PTUTTI1110off 4- 4• .L 117N O LLFRWEN1Of11 371N•YAX 371WNAY vlm- L FMMEMIORI FF EWJTm FMNEWmT11 J83N'NAK vwm+N Ja W'MA1L PM El YImTH 96Y4•NAC PANG WIDm E OETMA SHEEf6 TES R rx1 L8' xt tb'U-Z aNOT 4 NOTEr NO E4NOTE 9 wr4 PAN w m NOTE4 ND E6 / r NT DT 9 SEEDEL s1EETa �NMF�4 CCi\�NNlE4 SURFACE BOLT \V \\` JEE NOTE) SEE DETMB N MSTSMWN- 81EET6 DBLBAM"BN= MST OPTIONAL -TRL (I UNIT fO%OI SINGLE UNIT (X) NOTES: 1 -ALL VIEWS FROM EXTERIOR. 2- MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - FOR HORIZONTAL ANCHOR IN TX BUCK OPTION IN MASONRY/CONCRETE SEE SHEET 7 FOR DETAILS. 8- FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRYICONCRETE. SEE SHEETS FOR DETAILS. U- wro ar Lty w4Ler. S% . FFlE 3455 DPAwxD+m: el4 438 JW252008 ABNA' . m A41MaL r AcrlvE 5 8a DETA SIIEETfi ••AUX OLDIL tl NhAt�t�tts�•.I� Q k No a o \ D OTE2 DTE4 NOTE4 ABTBAOAL 6UPFACEBOLT NO1E3 BEE OETA 9HEET5 QUAD UNR O%XO I A3• Attic ovFnuA mDix 15llP AfNL 371fY A1AtL F(LUR WI FRAME W011 iPAN%. 368'1•MAX PANR WmOt PANEL W3IR 9NEET s SINGLE VENT UNIT X pMIA• •• •• nn vcxWxovrwu>. mDtn ])t2NPX. fTW1EW07Of SS YI'NAC ACt5t?A N P. ANELWm1H FgN¢W EOETAS.A f1'YAT C zmas A14a AW MD.LO. OTEO 11\ ]f i�R' p S \La 5 O NOTE2 NOTE1 B O NO)EI � NOTEs fI NDTES � a r FIYEO AOTNE NO)E4� �ACEBOLT BFENOTE3 5EE DEfNLB SHEETS TRI UNIT OXO m ON M NOTES: 1-ALL VIEWS FROM EXTERIOR 2- MULL POSTS 6 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 -SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING OP-55 OR LESS. 4- MASONRYAND CONCRETE INSTALLATION DETAILS. 5 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRYICONCRETE, SEE SHEET FOR DETAILS. S - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 5 FOR DETAILS. _ O m O¢ on cc z O J ASS J �W LL 2 co Wmga S.FP NDxm JW252008 MIN. 1'MIN 1' 1'MIN 1' 7•MIN �0 DESCRIPICN Materiel MIN. MIN. 1 HINGEJAMB 11114.94-W FINGERJOINIED PINE PINE ai 2 HEAD JAMB IU4914-W FINGERJOINTED PIN PINE 1° 5 28 5 2B 5 3 LATCH JAMB 1.1/49N-518' FNGERJOINTEO PIN PINE Y w OTE i � OTE 1 Z OTE 1 4 SIDELITEJAMB 1-114'x4-W FINGERIOINTEDPINE PINE SHEETS SHEETS '- SHEET6 5 010 PHILLIPS FIATHEADWOOD SCREWWITH 11&FAIN. EMBEDMENT STEEL j y 29 i 29 20 6 rx 4'BUTT HINGE 1200. .089-MI STEEL m O 5� 7 09x 31V PHILLIPS FLATHEADWOOD SCREW STEEL I-1n� 2 2 2 8 fl10 x 11/2' PHILLIPS FLATHEAD WOOD SCREW STEEL O 9 311V ITWBUILDEX TAPCON WITH I I/4°MIN. EMBEDMENT STEEL � Of LL 10 COMPRESSIONWEATHERSTRIP LOXS.al650 VINYL SEE DETAILA 16 SEE DETAILA _ 49 \� 12 NOTUSED11 TMHOLD ENDURA MODEL /20BL45fi8 6063-T8 MP. PVC3F.,a SHEET IO 37 38 y 13 ASTRAGAL RA ULTIMATEHURRIC 606176ALUMINUM ALUMINUM d Q 10 SHEET I0 76 SEE DETAIL 14 010 X V PHILLIPS PAN HEAD SHEET METAL SCREW STEEL 31 ASHEET IO 10 15 ATA STRIKE PLATE ENDURA PRODUCTS STEEL 72 03Ld 31 016 18 TOP RAIL WATEDVENEER LUMBER -MIN. G=0.55 LVL Mftft 30 48 30 17 BOTTOM RAIL 25GA D.018 GALVANIZED STEEL STEEL /8 HINGESIDE STLE (LAMINATED VENEER LUMBER MIN. G=0.65 LVL 2131 TOTCH SIDE (LAMINATED VENEER LUMBER IN.G=0.65 LVL 21 20 LOCK BLOCK 1.088 X3 V5'X12'LG PINE -MIN. G-0.55 PINE 1.00"OA. 21 'ODL LIP-LITE FRAME 86-SKWD INCA 07-0214.00 PLASTIC p INSULATED 1.00"O.A. 22 1.00' OA. INSULATED TEMPERED GLASS GLASS TEMPERED GLASS J INSULATED gl 23 16 Ge. ME CROWN X Z' LONG STAPLES STEEL p O TEMPERED ISLAS [i t- 24 CORRUGATED NAIL 1/2'z 11/16'26 GA. STEEL aO O p 25 KWIKSET LOCK SERIES 400 STEEL w w 0 w s Lau w Lo 26 KWIKSET DEADSOLT SERIES 780 STEEL SESHETAILA ,A SEEDETAILA i-il 27 tl8x21fY PNIWPS FLATHEADWOOD SCREW STEEL �0°1 yay m id a SHEETS 41 w i 2B 2zW000 BUCK ORD2SOlRHERNVF].LOW PINEMIN.G=0.fi5 WOOD wi y3 a 30 0 29 NON -COMPRESSION SHIM 114'MAX WOOD Y IyI' 30 EXPANOED POLYSTYRENE 1.0 TO 1255s DENS MFG SY JELD-W FOAM 31 STEEL DOOR PANEL SIGN MATERIAL 124 GA GALVANIIZED) STEEL Z? 22 31 A525 COMMERCIALQUALRYO.021' IN. THIQG) PLk VANED a p a 32 NOr USED = CORNER PADS 2• PLASTIC 34 flex3'PMWPSWOOD SCREW STEEL m 30 1, n 35 SOLID MULL POST(LAMINATED VENEER LUMBER IN.G=0.55 LVL 30 44 36 M' QUARTER ROUND MOULDING WOOD 31 37 SILICONE BEAD DOW 1199 SILICONE q2 38 ODL MODEL 799 VENTED HALF LITE FRAME NOA 07-0801.05 PLASTIC rn -NOT APPROVED FOR 17 31 *NOT APPROVED R 39 0.76' OVERALL INSULATED TEMPERED GLASS ENT LITES GLASS z WATER INFILTRATI WATER INFlLTRATION 40 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL MIN. G=0 LVL a? 10 "NOT APPROVED PoR 17 17 41 q10 X 1' PHILLIPS FLATHEAD WOOD SCREW STEEL O 0 m WATER INFILTRAIION " 42 IVES SURFACE BOLT9454 &0' L X 3f4' W X 114' THK STEEL Lm p 43 ASTRAGALTHROW BOLT, STEELROD, 5116 DIp x 18- STEEL 47 11 47 71 45 48 44 SEXBOLT 10-VX1-911613XlV18 BARREL STEEL 45 IVES SURFACE BOLT STRIKE PLATE STEEL a Ru 5 47 11 a,`._:a 48 fl8%3'LONG FIATHEADWOOD SCREW FOR STFLIKE PLATE STEEL a NO 1 5 �5 5 47 OUTSWNGTHRESHOLDOPTIOVAL ENDURA MODEL OFOB4568A 6003-TB MP,PV mp SHEETS N E1 48 IXWOODBUCK GR02 SOUTHERN YELLOW PINE -MIN, G-0.55 WOOD SHEETS 49 11/4'BRAD NAIL IBGA.®&"O.C.(HEAD)AND6"O.C.(JAMS gEEL 0°ai i m T 28 t! i'd ). N i ld I" wre: 118/09 MIN 1" I- MIN E w 1•MIN 28 E �7 +I I--- 1-MIN 25 MIN MIN Applmx4oeemplY�Mffitlf* �� a MAS NOTED Dme Soo mva en WBD VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, NOASn - IA Wislm S. Dae95s17 p ACTIVE DOORTYP. M®lnax omq °enwa,b LLc. attar. S. FREY 4 WOOD FRAME INSTALLATION WOELITE TYP, i0� SURFACE BOLTS TVP. Di RPRge P.L No. 68455 oruw+orsx: v WOOD FRAME INSTALLATION LJ WOOD FRAME INSTALLATION B 127 W. Fa,,Wa a Am Ste qe SCALE: W=1'4P Water Park FL 32789 JW252008 -0 SCALE:3'=1'' SCALE: T=1'4r 9PE an. er AW ;zwwn 128520 .4 w 14 T- !EEDETAILA SHEETIO l 1.00' OA. INSULATED TEMPERED GL SEE DETAIL A SHEETS 'NOT APPROVED FOR WATER INFILTRATION d7 11 L I o. E uSl 1' MIN —I 1' MIN. �i E w / SEE DETAIL SHEET 10 1.00" O.A. INSULATED SEE DETAIL A SHEETS •NOT APPROVED FOR WATER INFILTRATION o. a g� 1 I' MIN MIN TVERTICAL CRASS SECTION SIDE LITE TYP MASONRY AND CONCRETE INSTALLATION SCALEt 3' ^4-W L. 1'MIN.EDGE FDISTANCE ,DISTANCE 1'MIN.EDGE MIN. EDGE r DISTANCE MIN. EDGE �1' I �1' DISTANCE 'p 0 J 0 0 m 9 i 9 i S� Z Cr 0c3 Sw Yw ZwLLC4 48 48 3 dna�a� T 29 -r 29 Y a 10 rlI DETAIL A }..�'-.:'�r¶ I �ISEE DETNL A SHEET 10 IµvvV III—•iIIISKET 10 1' MIN. EDGE 1' MIN. EDGE DISTANCE DISTANCE QVERTICAL CROSS SECTION 0 VERT CAL CROSS SECTION 5 FIXED UNIT 1X BUCK OPTION IN 5 OPERATING UNR 1% BUCK OPTION MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL SCALE: 3'=1'4' SCALE: 3'=I'-W 1 518 EDGE OF \ 118 PANEL EDGED _L PANEL \ DETAIL A SURFACE / BOLT TOP LOCATION DETAIL B SURFACE 11S SCALE: 2" =1'-O" / BOLT BOTTOM LOCATION 15/8' SCALE: 2• =1'-O" NOTES: 1. FOR ANCHOR SPACING (ITEMS C50R i9), SEE SHEETS 8, 9, 10 S 1L 2. 1X MAYBE UTILIZED AS AN OPTION. FOR VERTLCALSECTIONS,1,��SEE DETAILS T& SHEET S. HORIZONTAL SECTIONS: DETAILS es NS�Y SHEET 7. 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR //SCREW CONFIGURATION. 4. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HFAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. S. 4] 1 UW252008 11/4 NWX. MIN.FMB'I r-1I—SHPA 2• Z �` •� 1:: � 3 NOTE 2 EXTERIOR NOTE4 BdB 3B 4B QHORIZONTAL CRO55 SECTUDN �i MASONRY &CONCRETE INSTALL 1/4' MAX---.III�r SEESHEET 10 4 it UN. EMB. 1 fir SHEETIO II 3 J ! 18 `� 5 SEE SEE NOTE 2 OTE 1 EXTERIOR �NEOIZON AL CROSS SECTION AL CROSS SECTION 6 WOOD FRAME CONSTRUCTION 3 1W MAX. E r SHIM SEE DETAIL A 4 SHEEFIO L 3 1S EXTERIOR m �m61D�3s It Lo�tlUHILONTAL CROSS SECTION �6f MULL POST AT SIDELITE NOTE4 EXTERIOR V-) (b uul' L) v 1 HSECTIONRIZONTAL CRSS CROSS 6 MASONRY & CONCRETE INSTALL �11 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 6 WOOD CONSTRUCTION `6J DBL. BACK JAMB AT SIDELITE SEE DETAIL A SHEET 10 (b HORIZONTAL CROSS SECTION WOOD CONSTRUCTION 1 IN' ` g 48 EE NOTE4 MIN. EM& v4• MAX _ SHIM SEE DETAIL A ( a. /_ SHEET10 ( z, � z E 9 4 V \ ' �0 010 EXTERIOR QORD'ONTAL CROSS SECTION SECTIONSECTION MASONRY & CONCRETE INSTALL 10 13 0 3 B 79 3 14 EENOTE3 CA THE EXTERIOR INACTIVE ©_HORIZONTAL CROSS SECTION ASTRAGAL 1/BBNMAX---111III--- 1 Vl SEE DETAILA I'" 1MIN. EMB. SHEET 10 Q II I EXTERIOR @N (b(g(d a 1 HORIZONTAL CROSS SECTION U WOOD CONSTRUCTION EXTERIOR g' B °V (V 3° 9 EE NOTE2 _HORIZONTAL CROSS SECTION SEE NOTE 2V"Qy if �--' - EE NOTE 4 �J MULL POST AT SIDELRE %L1 HO IZOMAL CROSS SECTION 6 MASONRY & NOTES: CONCRETE INSTALL 7. FOR ANCHOR SPACING (ITEMS W50R pB), SEE 3HEETB 8.9. 10 S 11. 2. SPACING FORM FROM TOP OF SIDELRE DOWN (SEE SHEET 11). 3. ASTRAGAL SCREW PATTERN SPACING FORW13: FROM BOTTOM: 12', T. 3127, 20'. 24 3/4•. FROM TOP: VT, T, 312•, 20•, 24 S/4', 38•. 4. 1X MAY BE firm L®AS AN OPTION. FOR VERTICAL SECInLO �S',z�SEE MARS SHEET S. HORIZONTAL SECTIONS: DETAILS (Y—F-W SHEET 7. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. B. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMS AS LONG AS MINIMUM EMSEDMENT IS ACHIEVED. '11B8 SILICONE 1?MW GIASSGITE ,1 1R TEMERED GLASS m4oloplfMB e4tD WF GLAZING DETAIL AT 3/4'AQiSPpCE azMo1� o �I' to r to I 1" ODL IG 13/4• 1 0 a LLnet I ibriEa P.L No. 68455 1 y�� 127 W. FaizEnnb Aw. Sle 4JB 21 1B'TEMPERED W.1i, Port. FL 32789 BPE Cen. of s tnoiizot'on j21l VW0O EXTERIOR Z 0 (•' LU LL HORIZONTAL CROSS SECTION Z W Y F DBL. BACK JAMB AT SIDELITE SEEDETAILA 1/4•MAX 3 SHEET 3�rSHIM O n N 3 I Q 12� W5�xa 's \ z_ a 1 6 SEE NOTE 1 EXTERIOR m QHORIZONTAL CROSS SECTION O �J WOOD CONSTRUCTION w00 � 11/4' O w Go 0 MIN. EMS. 114' MAX"DETAILA w w -I ww 8U m p¢ UU' �z+ • d o WBD JM2008 3 10 1 SHIM "OTE 4 19 19 3 SEE DETAILA 11'. SHEET 10 MIN.. _SN!B. m 3 2! 0 SEE NOTE SEE NOTE EXTERIOR rXIIERIOR SEE NOTE 2 C/) I SEENOTE2 EXTERIOR a (Z3 0 ORI . 7ONTAL TION SEE NOTE 2 CROSS SECTION EXTERIOR . IL LL GAIDELITE AT MIUILOL�p� ONIAL CROSS SECTION ftm,� DBL BACK JAMB z LLI gffTES AT MULL POST CROSS SECTION M) y CONCREM INSTALL SEE DErA[L A JIM SEEDETAILA IIw 0 T n5 SHEET 10 'No :d HEET10 MIRENB. I -MIN. EMS. Ul NOTE 20. _9_;4 9 T E 2! ic d 3 1 4 7) IN M X CL Z 1 IN' IN SEE NOTE 2 SEE DETXL 7 6 7 6 CROSS SECTION SHEET 10 EXTERIOR AX EXTERIOR 1 1/4' MIUL 0 SHIM SHIM yl)L�m DBL BACK JAMB 1EXTERIOR 9 9 SECTION CROSS SECTIO MD WgNFO G mn CONCRETE INSTALL 10. SHIM MIZOff-AL CROSS SECTION ,I o z 1114' 114%W Ila SEE DETAIL A ITION IN .0§ MJN. EM MIN. 6 10 MASONRY & CONCRETE INSTALL Egg B. SEE:ETAILA SH SEE DETAILA gg SIMILAR) Of a Im SHEETIO 1 ire SHEETIO 10 19 2 (LEFT-HAND ANCHOR SHOWN. RIGHT-HAND ANCHOR 0 MIN. EMB. I m1k A w 2! TE 3 k! '1 1. 31 31 MPERED 21 21 RSPACE s IfV MIN. EMBEOMEN E)(TERIO SO 3 SEE DETAIL A 3 SHEET 10 rXTERIO I R IR NOTE 6 48 NTED HALF LITE MODEL 799 VE HORIZONTAL CROSS SECT] N HOR17ONTAI CROSS SECTION /Ij S /WOOD INSTALLATION WOOD INSTALLATION =ftN9L§L SCALE: 2"=I'-O" SCALE: 2" =1'-O" 9 9 EXTERIOR MIN. SEEDETAILA NOTES T—im mA<. SHEE 10 1. FOR ANCHOR SPACING (ITEMS #5 OR 99). SEE SHEETS 8. 9. 10 & 11. SHIM 1 2. SPACING FOR 923 FROM TOP OF SIDEUTE DOWN (SEE SHEET 11). Q X 131ZQNTAL CROSS SECTION (j�j 1/8' 1w /OPERATING UNIT IX BUCK OPTION IN TEMPERED 3. ASTRAGAL SCREW PATTERN SPACING FOR #113: MASONRY & CONCRETE INSTALL FROM BOTTOM: lfr. 2',3 tal. 2G'. 24 3/4'. (LErr-HAND ANCHOR SHOWN. RIGHT-HAND ANCHOR SIMILAR) C5 FROM TOP: 112',2',3117.20'.24 3/4.391. z 4�1X MAY BEUTILIZEDASAN OPTION. FORVERTICALSECTIONS SEEDE' AIRSPACE lrylb� 2ts7M "A'S i/8109 SHEET S. HORMNTAL SEECRONS: DETAILS %,Z)W SH r 7. AS NOTED 3 S. TAPOON MASONRY ANCHOR SPACING SAME AS WOOD woo M �3 ANCHOR SCREW CONFIGURATION. 1103A 21K w S. ughedy S.FREY 3 lanj MODEL 799 VENTED HALF LITE cd`N ft M K 6. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW Flel,ido P�E. NOD'SIM55 Mx- HORIZO L CROSS SECTION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT 13 ACHIEVED V 127 IN. I'a;ot,onks Ave, St 438 JVM2008 ,7/ MASON AND CONCRETE INSTALLATION W, SCALE: 2 =1'-O" — �E C... ., �Iwmi I Eu7 e, 14 {—� F--6°TYP. I L 11 ,I ET; 4T4� iTV T- 7V —2D}• ILL, �4 ME WE , —30° m. KK2 �y,� SEE DETAIL c SNEEf 9 SEE DEAD. D �49• SHEET 9 m d m e LTrD TT ° 1 CK IlRill f. SEE DETAII. A �S"T. 9 A SFE CURL B 4.9 HORIN ON D UNIT O O NCLE: J 8 SCA=1 SEE DEJAM E W. 9 6°TYR 6°TYp. r8°TYR SEE DEPA.A 3° Typ, r 3° TYP. snr. e m F1" 2 L� 24 —20}• V m S � F esiEoiE , A3 m 1yF m W $i' —SO' M. SEE DETAIL D SIEET 9 Lj LL -SEE DEAL D —39}° 24 SHEET 9 SEE S. �h N C�E BD B DETAIL F SEE DETAI B SKI B � SM. 9 N N =N SCALE: 3 8 , —0 34 NOTE6r5 \` DETAIL -A ATDETAIL-A ATYEt_E D 46 43 NOTE 6 SCALE: ill°=l'-0° �\ NOTES 45 46 O O0 ' O }-A I DW, "F� o dNWF WE W 46 i�uoi o D V 45 NOTE DETAIL-F AT SILL DETAIL-E AT HEAD SCALE2- 1V-T 53Q (5I� w ¢ SCALE lrZ=V- ° e o NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, 41-1°, FOR TOTAL OF NINE (9) FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 9 FOR SIDELITE FASTENER LOCATIONS. 4. SEE SHEET 9 FOR SIDELTE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT. S. ASTRAGAL THROW BOLT HOLES AT HEADAND SILL ARE DRILLED AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN THE FIELD. S. TOP AND BOTTOM SURFACE BOLTS ARE APPLIEDAT FABRICATION. SURFACE BOLT HOLES ARE ALSO DRILLED AT FABRICATION WHEN BOLT LOCATIONS ARE DETERMINED. STRIKE PLATES AREATTACHEDINTHE FIELD. , —n--ilt---rxirr. /`TI !WBD©D EY CerlWoMe ac."ay FR FblDo P.E. No. 684M °Pr' � ' w. FD'o9DnD3 Ave, Ste 43B JWg5 W ff.i., Park, FL 32789 Cert. or Aullroirsolen 126S20 yIEETS m 1A SEE 5M. OETK A a .-.I 5°TYP. yl II r3° TYP. ° 1(S m a � r- w n mm O 2q 1 039}°— 1 SEE NOT a9ti SEE CI I - SHEET L SEE DETAIL B ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 1 SIDELITE SCALE: 3/8" =1'-O" 8.0° MAX O.C. D TYP. TYP. DETNL c e 6.0` MAX O.C. STAPLE LOCATIONS BRAD LOCATIONS TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES SCALE: 3/8" = 1'-O" SCALE: 3/81" = 1'-O" .�' SEEDETARA e•ttP. j^ a'ttT DETAIL E sm.a Ir a• I SHT. B I DETAIL C TYP FOR MULL POST SCALE: 1-112° =1'-W � —0ySEE :3V— Tw. DETAIL 0 SEE 6y SEE DETNL DSHEET 9 NDEE1 SHED 9 4Y a+ � B 88• I I I 11 77y I I .11 SEE DETAIL F� SM.8 I ® SEE DETAIL B T 11 WillSAM TOO $H , a ANCHORING LOCATIONS SINGLE OUTSWING UNIT W/ 2 SIDELITE (OXO) SCALE: 1/2" =1'-O" 2 47 77 1 3 4 2 DETAILA 1 3 4 2 TYP FOR HEAD TO SIDE JAMBS DETAIL B SCALE: i-11Z"=1'-0" TYP FOR SILL TO SIDE JAMBS SCALE: 1-1/2°=1'-0° DETAIL D TYP FOR DOUBLE BACK JAMB SCALE: NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN,+1-1°, FOR TOTAL OF NNE FASTENERS PER SIDE. 2. CORRUGATED FASTENERSARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 9 FOR SIDEUTE FASTENER LOCATIONS. 4. SEE SHT 9 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER 5. ALL VIEWS FROM EXTERIOR. Lo Florida P.E. No. 68456 127 W. FaiAonka Ave, Ste 430 Wmler Park, FL 32789 PE C.A. of Mftrt.atian 1285, O n° m 00 ro U Qcn� Z W X LU on�n M Y a AD § i ECAIe AS NOTED wro.e WSD JW252008 SEE DE A0. A SHE. 0 Tw I I+ --�1 I+B"TYP. I?I III-YTYP EE DETNL A W. 9 H Li • A SEE DETAL SHf. 9 I R A a L� Wwm 0� SEE OCTAL ". a T � 6 S 9 fYP. Q So So VII L I TSEE BDAL C SM. 9 SEE OCTAL B $HI. 9 ANCHORING OUTSWNG UNIT (XX) SCALE: 3/8" =1'-0" ANCHORING LOCATIONS SINGLE OUTSWING UNIT (X) SCALE: 3/8' =1'-0' DETAR A SM.9 \ F 1 lit tl ETA% B BHT. 9 SEE OEMA E SHT. 8 SINGLEEROUTSWINGTIUUNIT W/ 1 SIDELITE (OX) SCALE: 3/a' =1'-0" 3/16°CSINK./\—/►�IIJI/,/��NOTE 1-USE #10WOOD INSTALLATION SCREW W/ 1.60' MIN. EMBEDMENT IN WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8 JAMBS. 2-USE 08 K 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3/16" ITW TAPCON ANCHOR WF 11/4° MIN. EMBED. WHEN INSTALLING INTO CONCRETEWASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL —A— SCALE: NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/.1°, FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK�� JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. VTR J�O 3. SEE BHT 9 FOR SIDELITE FASTENER LOCATIONS. 4. SEE SHT 9 FOR SIDEUTE BRAD NAIL LOCATIONS FOR QUARTER M' Kristlm S. Doughwty CerlWorls LLC. ROUND MOUNDING ATTACHMENT. Dia o P.E. S. ALL VIEWS FROM EXTERIOR. �'— 12yFwri ..'W5Ee 9JB Wioiar lr FL w. St 80 BPE Cart. of Authorization 12852 JW26200B Z fQFQE.1l ON z i2 om SEE W.OETAt Ai� 1��+_{Irv• OJT sm BENLLA •TM. BM. 9 3'TYP. —'il TTP. L 1�1�1 1111 1 11I111 1 ,r Q �1 —9a A —3* —tg B 9 A 1 I n} I 1 I II I I 1 G ^R� A SEE BSW. aETML C I SHY. 9 ® — ANCHORING LOCATI NS DOUBLE SCALE: NG UNITSCALE: NG U -1 03 SIDELITE (0%%�1SIDELITE (0%%E SCALE: 3/S" =t'-0' ME DETM E SM. B • ME ML A T1W+ �� TIYP. SM.9 rYw. „• Wt;I�y T F 3 3C 3g - B o a aT A e 4 A 7}' 1 1 n• II 11 B SEE'OELML E B'TYP.—y 1�-- SEE BETM. e SHT. 9 SHT. 9 ANCHORING LOCATIONS SINGLE+ OUTSWING UNIT W 2 SID IT (O%Ot SCALE: 3/6" BEE BETNL A BHEET B SEE DETQL A SM. 9 WTY LI9'TP. 3'TYP. L 1 } 11 II —11• m 2* —QY TYP. 5 _ SBj' B p B A I 1 _ TTI• I I I I r O N° 0 10 ?O�L`� Z W U m 3gQ�cp w M g d 1 ® BEE 9ETML B SEE DETAh C SMi. 9 q 5q ('l sM. e IOCATI NS DOUBLE w O��ANCHORING WING UNIT W�1 SIDEIIT(0UNIT W�1 SIDEII�(0%%1 SCALE: 3/e" =1'-0"o mw SEE MAL E SHT. B rm.Sio. 9 EE ALL A 'I w1W. W V ❑ 3 W _ 1 ++,P —3w NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, FOR TOTAL OF NINE FASTENERS PER SIDE. —Qa - _ 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK o- • JAMSS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. SEE SHT 9 FOR SIDELRE FASTENER LOCATIONS. SEE SHT 9 FOR SIDELITE BRAD RAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. I I J1 I 6. ALL VIEWS FROM EXTERIOR SEE MTML B NT. 9 BHT. B ® EE OF S"T. _ MIE: ANCHORING LOCATIpNS OUTS WING UNIT W/ 1 omv�ly6,BWlmse SINGLE axlm Cam I ''I SIDELIT AI SCALE: 3/S" =1'—O" OA9 wv .no s. Dougnerlr axer. 122 W. FaixDsnksR Ave32T89, Sle 43B JW25nDS A. W Park BPE Cert. of AUNxIxMon /i➢520 �M. .,.. .. 4' LI-45/8'—1 ' -4-1/8'(MIN) _^BUTTHINGE F45�� 4x4x12 °A.STEEL SCALE:3'=I'-W 1t1N6•, 6 _ y 1 3/4'I- �LrInn�-.1I� : [-311W-1 ^ODL LIP-LRE FRAME 1725OA.STEEL SFINGD L"/PLASTIC PINE SCALE- 3'=1'-0' SCALE:3'-l'.V SCALE: 3'-1'-0' NOA 07-0214A8 1 m iIASIEA'L COLT UZINC & AL COLD ROLLED STEEL ZINC B YELLOW CHROMATE SCALE 3•=1'-0° �2718'--I� 0 0 �ES,LwmCEBOLT�RIKE PLATE P�� STEEL SCALE: W-1'-0' Lr� SEW 1 71B' COMPRESSION '?,{:"_: G �,t' •fir fir•>ry"�� OO &'EATUIP VINYL INri SCALE: S'=7'-W /1ENDURA OUTSWNG THRESHOLD 808&TBMUMINUIWCOMPOSRE PLASTIC (,IASiRAGAL IENOURAt SCALE: REFERENCE: 6063L/ TB ALUMINUM REFERENCE:IMR-2D0908522 SGAL@3'=1'4T NOTE: 2 t/Y LE CUT LENGTH ® 8 I--- -11 &4' F Ire —T v ^a OR ER P 0 LALE: N L SCALE: 3'=1'-0' I 112' i- 461W— OMULL POST LAMINATED VENEER LUMBER (LVL) SCALE:G'•I'-0' SPECIE. SOUTHERN FINE GRADE- SELECT STRUCTURAL B° 1 9/32' 1/4° RAIN.—� 1113 DIY€S_SURFACE BOLT �'--`�STEEL SCALE 3• -1'-W 48N5 2 7/11 L �NDURA (OPTIONAL) OUTSWING THRESHOLD(OPTIONAL) OUTSWING THRESHOLD �eO63-T6 ALUMINUMICOMPOSITE PLASTICALUMINUMICOMPOSITE PLASTIC SCALE: REFERENCE: [MR-2 DSOBB22 din LVL DQUBLEBACKJAMB ULAMINATED VENEER LUMBER (LVL) SCALE: W =1'4' SPECIE -SOUTHERN PINE GRADE- SELECT STRUCTURAL A B SECTIONAA nHt1RRICANE ASTRAGAL STRIKE 8 WMBOLT E83- VM0''UM SCAL Int— 13/8' T-- 1 1� r STILES AND RAILS 16 TOP RAIL 18 L LAMINATEDVENEER LUMBER(LVL) SCALE: 3°=1'-0' 1/8'y�1 318' LL_�II��1 11�Z C@LATCHSIDESTILE LAMINAV TED VENEER LUMBER(LVQ SCALE:3•=1'-0' JW252008 OUTSIDE FRAME VIEW SECTION A -A VENTED HALF LITE _ C f I SECTION R-R VENTED HALF i LITE SEE DETAIL A SEE DETAIL DETAIL GLAZING DETAIL AT SILL RAIL VIEW /2"AIRGAP m 1R 1 3/4-MAX -A PANEL THK. VERTICLE CROSS SECTION VENTED HALF LITE try A GLAZING DETAIL AT HEAD RAIL RED DETAIL R GLAZING DETAIL AT MEETING RAIL NOTES: 1, SEE SHEET 14 FOR ITEM DESCRIPTIONS. pip Florida u adm0. r�'' �( Data a �� KrrisiliSna S. DaugM1Ml Daae CerlWarka LLC. D' o0 Flofide P.G No. 6E4 D7 127 W. FGIraaMe Ave, ! Winter Park, EL 327E c ro h ci J m c � I-_ fl) —0 Z O Z0-LL LU Yof 9^I Ya J Z w 9t w 0 c O clot er: S. FREY FWUNENa M: a� JW252OD8 0 m � In �O m F �aL,! 35Q~� WQ= W y EL 0 c (7 0 �oG 00 Na of 35 r 0 3I ] n m id O m o �� o m o 0 m N W o: z O N_ Zj yob m ►yp�* Iu 1m c - ivI y I6-i -la� W goo S. DouMenY LaAWorka LIt flocWo P.E. Na. 68e55 127 W. raireanks Ave, Ste e38 Wnter Pork, R 32289 WE COIL of &1h. rsation 12M20 o 0 0 2 w e 11Hl09 sate: AS NOTED WBD oxar. S. FREY aM'NIXONR JW262008 e�er14 ff ib MATERIAL LIST (VENTED HALF LITE ONLY) BEM PART N0. DESCRIPTION OYT MATERIAL 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 4 14569-000 HOT MELT CAULK (8 LOCATIONS) AR 100� SOLIDS BUTYL ELASTOMER 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 #B z 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 /�6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 MIAMID E)♦ MIAMI-DADE COUNTY M - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOAI www.miamidadaeov/eeonomv Trulite Window &Door Solutions, LLC IrM 8130 NW 74m Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after tli'e expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .INSPECTION:-A—,copy-of-this-entire-NOA—shall-be-provided-to-the-user-by-the-manufacturer-or-its- distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.16 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. /ll 1 I.VYLV 1 VI\ VVL MY 366 NOTLEM DRIVE NOA No. 12-0906.06 FT. PIERCE, FL Expi ation Date: November 14, 2017 / Ap roval Date: December 06, 2012 (/ 28 �VD0SH10JR..A UGUST-2014 Pagel STEPH N.PE-GC-FCC-CBI-StS1 FLA PE - 038464 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/10, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA#09-0316.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 radius top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA#09-0316.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/ 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) 4. Test reports on: 1) Uniform Static Au Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) Manuel flerfr, Product Control ExbTiner NOA No. 12-0906.06 Expiration Date: November 14, 2017 Approval Date: December 06, 2012 E-1 Tralite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 02/24/09 and updated on 01/04/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0118.16) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0118.16) G. OTHERS 1. Notice of Acceptance No. 12-0118.16, issued to Trulite Window & Door Solutions, LLC, for their Series "580" Aluminum Single Hung Window — N.I., approved on 03/15/12 and expiring on 11/14/12. Manuel Per .E. Product Control xam' er NOA No. 12- 6.06 Expiration Date: November 14, 2017 Approval Date: December,06, 2012 E-2 SERIES 560 ALUMINUM SMM TTnNG WINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEEP 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.N. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWAI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT ILLS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRAMPER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING bR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSWRAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2O03.114. INBTALUTION OF INSTALLATION OF T)ES SYSTEM OUTSIDE TIE RMZ THE APPLICABLE REOUIREMEMS FOR WIND BORNE OR REQUIRES THE LION DEVICES 53 /B• M_ tBNOOW WIOBi BO 1/S° Z 0 D.L. OPG, (MEO) 13 S/S' MAY. HEAD a CORNERS an: r II II N j �1E1 pII � e m y 3 � n� ,e ,/r D.L OPO. SD „/le ms YEN WIDTH n �DN�YM6wMpMim,, 9ni41eS0ede 17 eeWnOao One sr e ' MONOLITHIC GLASS NON IMPACT ✓nwuur.-...� 1 � . vzT vNtlG li anvta•ms�,zc ur3wao�wa mnaoaa g saaaur�ra NOLLVHOdMOO bOOUVAIM sx, ree sac zve ICT -ee trot) M x L- 99l££ "Li N 02W 8 anvn�ennn c, @m r 3AV HL4L 'M'N 0£l9 B"Je l 6 � S � ze gg 4 fee e � gPs 'S9p 8 f SOUI... _ z oAZW E3 E m� a �o� P- ,CpCp11 wZOZU ZU�6C m IS€ o R qe o 0 0 o e e R $ n e S g$ o S a m m Tl z S R? Issas' ed q s qa 2ameesma�m�s�as�smsa�se9g��s�mg� e e oo q q e eo g o q o m e o 0 o R o o d oo9vt.rssssssaa$Sasm�essas�ass� m q sax 99558�mC, R8853RSS��„SS�BSAR o SFF � E g m A 9� OO gg �F SR g n$ o n o eeRR4 0i p u m p n' I l' M m p l l l e n l l l$ 8 1 1 1 1 a y b i °rj 1 4 a u4 ii ism I$ m l l l$ a l l l m n< I l l n l l l l ~ O e e m o dd m M a r{ t y 6^ o R 4 r l$ g l l l S$$ I I 1 S$ a l l --- l$ 0 1 1 1 1 b i{ uuS{ •] ry 2 @m P c (p v cn SEE MLV. O O FxW W WOOD BUCK • a: .: .� .'..••d. n ND ANdWM.,REOd; A3'SRL e Bww SEE El WOOD BUCKS AND METAL STRUCTURE NOT BY TRULOE MUST SUSTAIN LOADS IMPOSED BY CWJNG SYSTEM AND TRANSFER THEM TO THE BUIIAINC STRUCTURE. TYPICAL ANCHORS, SEE Em. R1R SPACING 3/16' OR 1/4" TAPCONS (SEE STUFFY 2 FOR USE OF 3/18' TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED IWO CORD. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 4912 SAC OR SEW DRILUNr SCREWS (GRADE 6 R) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8' THK MIN. (0063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SMS OR SELF DRILLING SCREWc INTO MIAMI-DADE COUNTY APPROVED MULUONS (NO SHIM SPACE) A�LwaR F11f.F DISTwacEs INTO CONCRETE AND MASONRY - 1-1/4' MIN, INTO WOOD STRUCTURE = 3/4" MIN. TWO METAL STRUCTURE c 1/2' MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EOUN. PADS: ONE 1/4' X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL WEEPHOLES: INI = 3/4" WEEP NOTCH AT EACH END *oDucrtmew 161WIPI13121 u EumplylDElHH1oDRrF� W WegCdv , 4tnDlevm c p - E+ n1lov Do `/ o d $ tl B i11 b :i I SD M u u uy: a�o anew FxooumRBviseD � -. 9 RL DE Ta5D2 n u Mane mumT9odEo b rP CAN.DWB FJAN 2012 W96 38 U fig \ r %r ■� � � q .•/ `!� � 2 §|/|§§■■_ §�|/'■'r| § E | | | ; |,,,,,,,; | Dcollo); O� —© - m _O�R�_-AVE [ ;� ., _����tA- °— ■ O MEDLEY,:.FL ±,__ �. rn a co m c w w 6 II 8730 N.W. 7121 'V' MEDLEY, FL 33186 T (=) W-2m FAY VIM) BBb 1= %7- AL-FAROOQ CO ad o PORA710N ra mw,t r,nnioaauza Ml®DAD MIAMICOUNTY � PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldnde.eo Town & Country Industries 400 West MoNab Road 1 " Ft. Lauderdale, Florida 33309 Anp)a 1. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0615" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08-352, titled " 0.0615" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008 bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS-202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the _expiration date maybe displayed_in_adyertising literature. —If -any -portion -of the NOA-is-displayed,-then .it shall-bo— done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09-0114.04 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentati r, P.E., M.S. APPROVED FOR U E O NOANo.11-0428.04 MIAMI•DADE COUNTY 366 NOTLEM DRIV FT. PIE FL Expiration Date: 07/19/2016 p �p 4 Approval Date: 06/09/2011 AUGUS1�J207d Page l STEPHE I A. OSH, JR., PE-GC-PCPCBIStSt FLA PE - 038464 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 400-1212.05 A. DRAWINGS 1. Drawing no. 00-205, titled " 0.0615" Aluminum Storm Pane ",prepared by Knezevich & Associates, Inc., dated December 8, 2000, last revision 41 dated May 24, 2001, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of 0.0615" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC 00-038, dated November 7, 2000, signed and sealed by Yamil G. Kuri, P.E. 2. Letter from Construction Testing Corporation, for test report No. CTC-00-038, dated June 1, 2001, for the panel thickness, signed and sealed by George Dotzler. C. CALCULATIONS 1. Comparative analysis and Anchor Analysis, dated December 8, 2000, pages I through 52, prepared by Knezevich and Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Revised Comparative analysis and Anchor Analysis, dated June 20, 2001, pages 1 through 4, prepared by Knezevich and Associates, Inc., signed and sealed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, not dated, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp., with chemical composition and physical properties. 2. Tensile Test Report from Certified Testing Laboratories, Test Report # CTL — 799F dated August 28, 2000, for Aluminum sample 400-038, tested per ASTME8-93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0421.12 A. DRAWINGS 1. Drawing No. 03-260, titled " 0.0615" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. /t/ . // /� t/f.�� W b C,Xelmy A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 11-0428.04 Expiration Date: 07/19/2016 Approval Date: 06/09/2011 E-1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0713.02 A. DRAWINGS 1. Drawing No. 05-354, titled " 0.0615" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 31 pages, prepared by Thornton-Tomasetti Group, signed and sealed by V J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0114.04 A. DRAWINGS 1. Drawing No. 08-352, titled " 0. 0615 " Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL 1. None. �/.t.�.-, A. k� , � —elmy A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. I1-0428.04 Expiration Date: 07/19t2016 Approval Date: 06/09/2011 E-2 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 0.0615" aluminum storm panels, prepared by Hurricane Test Laboratory, LLC, Report No. 0353- 0308-11, dated April 07, 2011, signed and sealed by Yinu J. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. L-Helmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No.11-0428.04 Expiration Date: 07/19/2016 Approval Date: 06/09/2011 E-3 O' S"RMPANU SCALE,3'.1'-0•I 1/4-20 WCHIRE -0 € Y- S"1 � L . 91• 632• D„ 1/430NAC2- 0•l.00"MA%.CC301ID0MACyyH,LINE CPU"A'R.250• B ACVLPS[1 STUDflr, 1'9"TP"T Y nJl"� t N-CO 6.p00•COVEpAJC(� M.0 2° • N° 5.09 0' t 3 • 3 37 1 ' R3 - 1e HALFSTORMPAMI O'WHEADEII OVFKAOER RB UIUMTV31FAOPA OSTUOAUOLE ®STUDANOLE ]CALF . T.1'-0•/ SCALE. 3'. T-0' °CALF ]" v 1'-0' SCALC 3' . T-0' SCALE, 3' . V-0• SCALE. 3" • 1'-0' 1b STUDNOLE ©ANGLE LASS SCALEIY.,'-0' I ©C-TRACK IRNLAH) B3 C.TRACK OBUaq-0UTHWK O'PTRACK SCAR HALF SIZE SCALE.mv SIZE SCARIHALF sinSCALEINALPSIIE I eEalwllmn: /. �,a ,Q {� {Iy��Ly��p V�NyFI�dg€� 51 g� 725 vL ryp ♦5[p 5 p[55�M♦ 9l75ENI�11S[p61"N"),MA¢F�Li�fgD�H'yUt�tyd�21�f4g' 2•YP^3D%INp L�ONp/�TNX dI.Clpli [E: L6 VAS N][CFmi YtlIp4AQ59ilW , VL�14�°Ifs`4T1`:FdBBd'�9a3TGfiRfiWPv<BOFIYN[Sd4`8p`E'B}d' FI �J 3. p8 PLAN°1NT VMW A. TI?MMA1FpMN¢MT1���jL�L��CMLWEOIFOpMArIpN p Lmv 5 STOpM PANE SPAN FOPTMF S. PLOm0AP=&IRIIM1ENTgCENALL COMI'LY WITH CHAPTER MIS-23 SCHEDULE-TAELEI TXE PLOflIp ApgO�OpX�gW TM�LTT�IVY[L fCVVo " TYHCAL HORDDWAL ELEVATWV 6. vE ITNCR��IA( OMC PYTAII°CYUR L�BOYpIf Eb ECALF,1/4•.Y yLIC9yy ���Fyy{p �pI{@H� 1,LyC�p/A',S .pLgLI 0 UNLIMITED T. p�' FI �{ TmNS TO THE" APPPOVAL DOCUMENT$ W1LL VWO V (PERPENDIMAR PANEL TO °C°R°°ilTb(L°°A'v4CfE4RdQQ9STSJ��SAPfIPdE6RyT'yC���}(EjFSPpIEGP86BflAb$pwnLEeeLppNiTTEy]TWyNNxDDyye TYPICAL SECTIONCTIONS TOP --_--_- MOUNT I T I _r\• 3u'0 TI 91 ♦W�A�5p��L�ytlICtiBlpfybF!�'�V19I6�•pLI¢pQbp�PFICLCC F t%cb�fl4GbG88BFYF8R:86LPM2UHPpO�Rp A. O°NIH m I 100 YWryYp 11TFC�t��I:jP v"`IEw� i XLeEB9['[6y,'pP�[4pP{pIMd�A6LN4[f6uDBYiHYI°OI Myipbp�HgySl�[d4pEryGIl�SoM�4S6Ld597p4f36°$411SE�CL���ALfNy9D� 9. NWyYP9 EM(WGW 1 \650• mue�a YELP. SMm020E ANp0A0 It EGUB-T`ALUMINUMALLOY.ILOl "F$d Xbbd1 ".� ' /�T�}—}Kr+Q]y 3D•e ALL LCTRU'FIEMSIVNIL fA A�L�Ll9XpT�}W°pm�Ny5y5�N5A�LL WE 50N0CAlL-T6[A�LY�NNYM ALLY. D.ON �•A MINMWISTEl15LE STRFIIGTM °FL°B K61L[O °P 9TAINLC3°6T[R WITH p I s,X"II/I .190 _ 563'm 13' A65' 65s' 1i0 �ss• � - L :s 1 .� 0.090" fTYP.I0. 2.0�• � [ -----, '' OR OA501091-1/�WIM1 L[61OmL'.N vMD.muN, KEYHOLE pa 'PAWLE-TRACK OWUIDHUT Tp WASHER SCALE . HALF SRE SGLE I HALF SIZE SCALE I P SU' FA flRp •pGPW R9Gxt0ADL LES]rxulW LTo SI.S COLRRRS0x La3ps PRODUCI'PK ��CCCLOP .REEAKMRSORDR[FDR tl�mP�� TRAP Aa = CLOSURE OETAa eu2aaur Mawr aasLmE oETAa M A' MAX MOLLOW [UNCN[T[ ALOC% DR WOOD FRAMING. WRH.Mowr CLOSURE DETAIL TYPICAL 0.0SUREDETAILS PIAM SCALE•,-1/Y . Y-0• PADEf91F 0 loll O o, W r LLOIBI MJW WID waa` ai wa�0°w�uaw KNEzmcH ASSOCIATES N., 4 ©OdAACRABSEMBLY• (BLOWUP) sGLEi MAIF SIZE OcwxoreBAw�wrMwWSE DN SCAL@3".Y-0' O94 CKASOMYOSOMEMOMEWI N.T.S. PA 303E 1LOS15•ALUMUIUM STORM PANEL] )USING WOOD 1% 2' R FRAMING. SEE ANCHOR I22• 0.055' 6063-T6 SCMED. BASED ON TYPE 2 • A ALUM. TUBE OF STRUCTURE EXISTING CONCRETE. 2'• 6' MCLLOW CONCRETE BLOCK O mew d EMB. TERM N OR WOOD FRAMNII E� qq /A' SEE ANCHOR NOTE N0. 4 2 e Q MAX. - DVP. TOP AND BOiTOMI /Y' /6• MAN. EXISTING �.- - yO�Ji ■{.{y GLAZIN P GJ 4�QPi" CXIBTNG a�WW444.nnxIlg aGLAEIN I At py F 4 9 M 5 dg11 e 1 E 0H 1/4' 'i M MA%. t/4-20 S5. BOLT *IC4 A 9 °NUT£:COAT. ALUM. ANGLEmea 22¢24' MAX.gE'02.2 005511PLa a2-�y:,� ALUM. PRODUCTRBNGWBD 1' EXISTING CONCRETE, 63 COOIP1yulE with lho FIDXGB HOLLOW CONCRETE BLOCK Building C1ltic OR WOOD FRAMING. ME ANCHOR NOTE No.4 AMCwon INO 'O tL O WDDDCBIWBl W6®E NWNT Sf51WN WALL MDUNFSECIEN Hal SCALE. 3•.1'-O" ©sCALB 6- By S' LONG HANDLE Ta l� RIVETED TO PANEL 3/0.O Hot POR V4-lO Ss. BOLT w/ 1 LOWCIBE PASIMPH PANEL HASHER 1,WINGNUT PUNCH 1/2" x 1' HOLES IN 'a 1 m 34• D.C. ITYPJ ADJACENT PANELS TO RECEIVE b------- -- 2 T PEp4JEL THIS BOLT W/ PM NUT. PLACE p----_----- 1 PAL OVER EACH ADJACENT a 6 �6 AtSIMB 1 PAWL OM ANDNS FASTEN WINGNUTS AGE V OVERLAP \W\D 1 9 YP. EXISTING CONCRETE, MAX. XOLLOW CONCRETE BLOC OR WOOD FRAMING. !%ISTIPGX PAI6MBIR•F•Y 6YAL NNW 101O 1f01PSlJ Vt14XnVezevkh o- SAY WBiNQ COW 1/l� tG It V oMACHINQ OWIFAIOfl FASiBBN0ANCIEASSEBIDLY - �4"°' °"3RM1 WASH jqjEQ WMONUT DO SCALE. 1-1/2' • T-0 1/4-20 S.S. BOLT W/ 12' O.C.ICONNECTS WASHER b WING TO ADJACENT PANEL) ITEMS E WIE FROBBLTBEVIB® QDoo2A,,44•GGDEE,CS5.T(TTP. 1 E C O8T�JpPIG� 3C�DEPICT THST E Q tlOWI ��� 2QENTPL=1JEL 1"OVERLAP AL MOUNTED 6 FO; A'L'f FROM Il�6IF INK gE AN.S1 U-111"svN MMggxppyZZ pp LL qp BENT.YI�TM• S• X 9 x 1/B x CONY. yY// 1/3' x�1-1/6• F JI��IESE OCTIONAI�LTIS1 N1�ALIBE W My Bov JI 9 NCp MAX. (p EOOED SECTIONDTI ITYP. IDE BOTI SW ESI n For OM'11" HEADER TOP B2 °•• OB OOE GUN T m. o O TYPICAL CORNIA QnSDRE DETAILS P-q ©OPDIK 11TRIOR FASTEM MAIL 680hift WlWPO 08352 SCALE, II . V-O' MIS. 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S Cmm.. 9n. ..• awm.naanr FS a aaa a �ge� a�zi si. sxi zsxs a?a �^ ii_. szs� z s.aaaa. @�osxz3z six s ix aaa a szw.•sss. s aaaaa ass s dam u SSSSx Sxs ixy •_A 13}l g - 55^ • r�_ r S id�� r s s�R ams� 3ONO'J w8313HONOO MOTION T MMUM SMRM PANEL SEPARATION FROM GUM A POSITIVE B DESIGN L LOAD IWI ! IP.SF.1 ACTUAL SPAN LLI (PT -IN) LOLNMN1 COLUMN 2 "N. SlP. FOR ALL INSTALLATIONS LESS THAN 30'ABOVE BPADE (IXCHESI HIM INUP. FOR ALL 61SIALLAWNS GREATER TNAN 30'ABOVE GRADE GNCMESI L m e-e x 10-9 A- /e 3-1/6 m0 a-0 3 24/A 10-E 6-1/0 }1/S e-e 3 x-3/8 9-0 4-1/8 3 ♦-0 3 I-WD XU B-B 3 x-S/e 9-4 Dwila In 4-0 3 1-3/e B-11 4-1/0 3 om t-0 3 1- /e B-A 3-9/A Im6 4-D 3 -3/8 T-6 x-3/B IIn 4'0 3 1-316 6-9 9 x-1/8 1f00 3-0 3 1-318 6-1 3 1-1/6 i IpoS�NNTTEppiI`iry�g3:.g 'pM� /g� Ty�y{ L M6pp[E 1TfHO■E 1f1�I$S�1EpEHpeSPppA//.N99VRLUE[OfT�MF}�ETWONS {AI�NpD x MYBEE D VALUES USED TO DETfPN NE ALCOWASLNE PAXS.N TLrLSUV! 4 p ( T y oe DETFt#MTXERIIN. ST0&g5MIS1TIEH SEPRPATN, FROM OIAS . I T MAX ALLOWABLE p STOFMPANEL L SPANSMUE F L FEES'" OR EES' FOR SPANS NZOATIVE BSWN �0A IT - Ml ' L•RODUCTRENEWED �1be %wide 99Uft� .0 Z Ac .04 t®Dam ab By Dade lRODUQRSV6® nmmpylDEa7p0eAYtlQB '4 W.lilm PADBBOTe ♦ it Business ♦ Profession • 1 , 7i1 rr� nn ��^YftiY�liY'♦�Yi11W1aiYYiYiY♦W fNIAJ'� �rnef1td BaS Home I Log In I User Registatlon I Hot Topics Submit Surcharye Slats a Facts Publications FBC Stall BCIS Site Map Links Search Busines/� Professi l =' product Approval USER: Public User Regulation ZMEMECEM pmdua ACDrOyal Menu > Pmdua or Aoolication Search > Aoolicatlon List> ApplimUon Detali FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ti"�aaVm �a� 36c 'No c�'�.•�f�- E ` (z L FL5680-R12 Revision 2010 Approved ,E A00 31IJ GAF 1361 Alps Road Wayne, NJ 07470 (973) 872-4421 lindarelth@trinityerd.com Beth MrSorley lindarelth@trinityerd.com Beth MCSorley 1361 Alps Road - Bldg 11-1 Wayne, NJ 07470 (973)872-4421 BMcSorley@gaf.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Robert J.M. Nieminen PE-59166 UL LLC 11/19/2014 John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received FL5680 R12 COI 2014 04 COI Nieminen.odf Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 B6222 2002 F 11444470 1991992 FM 4474 2004 2�►- AU .M h TAS 114 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2014 Date Validated 05/02/2014 Date Pending FBC Approval 05/06/2014 Date Approved 06/23/2014 Summary of Products FL # Model, Number or Name Description 5680.1 GAF Modified Bitumen Roof SBS and APP Modified Bitumen Roof Systems Systems Limits of Use Installation Instructions Approved for use In HVHZ: No FL5680 R12 11 2014 04 FINAL Al ER GAF ME, FL5680- RI2.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-465 Created by Independent Third Party: Yes Other: 1.) The DP noted herein pertains to one Evaluation Reports specific system. Refer to the ER Appendix for all FL5680 R12 AE 2014 04 FINAL ER GAF MB FL5680- R12. df systems and max. design pressures. 2.) Refer to ER Section 5 f0r Limits of Use. Created by Independent Third Pa : Yes Beck Next Contact Us:: 1940 North Monroe Street Tallahassee R 32399 Phone- 850A87-1824 The State of Florida Is an WEED employer. Copvdaht 2002-2013 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publlc-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 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Certificate of Authorization #9503 TRINITY ERD 353 Christi Oxford, an tCT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.11.05-R12 1361 Alps Road FL5680-R12 Wayne, N7 07470 Date of Issuance: 11/07/2005 Revision 12: 04/25/2014 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TR>NiTvIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus a 61-page Appendix. Prepared by: The fadmilie seal appearing was authorized by Robert Nieminen, P.E. on 04/25/2014 This does not serve as an electronically signed Robert].M. Nieminenr document. Signed, sealed hardcopies have been P.E. s/r.� �..,• transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 �''�"' to the named client CERTIFICATION OF INDEPENDENCE: 1-.--Exterior` Research & Design, LLC. d/b/a-TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinityJERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. t I R Nrry ERD { ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Modified Bitumen Roof Systems, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prooertv Standard Year 1504.3.1 Wind FM 4474 2004 1515.1.1 Wind TAS 114 2011 1504.7 Impact FM 4470 1992 1507.11.2 Physicals ASTM D6162 2000 1507.11.2 Physicals ASTM D6163 2000 - 1507.11.2 Physicals ASTM D6164 2005 1507.11.2 Physicals ASTM D6222 2002 3. REFERENCES: Enti ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC CFST4671) ACRC (TST4671) ACRC (TST4671) ACRC CIST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TST4671) ACRC (TS174671) ACRC (TST4671) ERD (TST6049) ERD (T5T6049) ERD CrST6049) ERD O-ST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6D49) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (T5T6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) Examination TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114/FM4474 TAS 114/FM4474 TAS 114/FM4474 TAS 114/FM4474 Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties TAS 114/FM4474 Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Reference Date ACRC 06-041 11/10/2006 ACRC 06-042 11/14/2006 ACRC 06-043 11/16/2006 ACRC 006-044 11/16/2006 ACRC 06-048 12/21/2006 ACRC 06-049 12/22/2006 ACRC 06-050 12/28/2006 ACRC 07-006 01/17/2007 ACRC 07-018 04/20/2007 ACRC 07-028 05/08/2007 ACRC 07-030 05/09/2007 ACRC 07-032 05/10/2007 ACRC 07-033 05/10/2007 ACRC 07-041 08/31/2007 ACRC 07-044 09/05/2007 ACRC 07-047 09/07/2007 ACRC 07-081 01/10/2008 ACRC 07-082 01/11/2008 ACRC 08-D24 04/18/2008 ACRC 08-034 05/19/2008 ACRC 08-044 07/01/2008 ACRC 31-043 08/08/2011 ACRC 11-046 08/09/2011 ACRC 11-048 08/10/2011 ACRC 11-049 08/10/2011 ACRC 11-050 08/11/2011 ACRC 11-051 08/11/2011 ACRC 11-052 08/12/2011 ACRC I1-053 08/17/2011 ACRC I1-054 08/17/2011 ACRC 12-015 04/24/2012 ACRC 12-026 05/10/2012 ACRC 12-034 08/10/2012 ACRC 12-035 08/13/2012 01880.09.03 09/10/2003 01516.04.06 04/20/2006 4482.10.97-1 12/02/2006 G4280LAB.10.06-RI 12/06/2007 G6850.08.08 08/01/2008 G6850.08.08-1 08/29/2008 G6850.30.08 10/06/2008 G6850.11.08 11/05/2008 G12230.06.09 08/03/2009 G12210.01.10 01/08/2010 G31360.03.10 03/31/2010 G33470.01.11 01/13/2011 G36780.07.11-R1 07/18/2011 G40620.07.12-2 07/17/2012 G43190.11.13-1 11/15/2013 G40630.01.14-1 01/06/2014 G40630.01.14-2A 01/07/2014 G40630.01.14-2A-1 01/07/2014 G40630.01.14-28 01/07/2014 G40630.01.14-2C 01/07/2014 Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R32 Certificate of Authorization #9503 FL5680-R12 Revision 12: 04/25/2014 Page 2 of 6 1- VT---RINITYIERD Entity Examination Reference Date ERD (TST6049) Physical Properties G43180.01.14-1 01/10/2014 Florida TEC(TST7393) TAS 114 08-050187 04/28/2008 Florida TEC(TST7393) TAS 114 08-050188 04/28/2008 Florida TEC (TST7393) TAS 114 08-070077 07/25/2008 Florida TEC (TST7393) TAS 114 08-070084 07/25/2008 Florida TEC (TST7393) TAS 114 08-050181R 04/01/2009 Florida TEC (TST7393) TAS 114 08-050186 10/14/2008 Florida TEC (TST7393) TAS 114 08-070126 10/14/2008 Florida TEC (TST7393) TAS 114 08-070122 10/14/2008 Florida TEC (TST7393) TAS 114 08-070127 10/14/2008 Florida TEC (TST7393) TAS 114 08-080077 11/17/2008 FM Approvals CrST1867) FM 4470 1B9A8.AM 09/04/1997 FM Approvals (TST1867) FM 4470 3007500 06/15/2000 FM Approvals (TST1867) FM 4470 3005640 11/09/2000 FM Approvals (TST1867) FM 4470 3008178 12/27/2000 FM Approvals CrST1867) FM 4470 3010215 03/01/2001 FM Approvals (TST1867) FM 4470 3009788 03/28/2001 FM Approvals (TST1867) FM 4470 3011140 08/14/2001 FM Approvals (TST1867) FM 4470 3013614 05/06/2002 FM Approvals (TST1867) FM 4470 3013788 01/10/2003 FM Approvals (TST1867) FM 4470 3014547 05/22/2003 FM Approvals CrST1867) FM 4470 3014692 08/05/2003 FM Approvals CrST1867) FM 4470 3014960 03/05/2004 FM Approvals (TST1867) FM 4470/4474 3017250 04/05/2004 FM Approvals (TST1867) FM 4470/4474 3022139 05/26/2005 FM Approvals (TST1867) FM 4470/4474 3022508 07/20/2005 FM Approvals (TST1867) FM 4470/4474 3025023 12/14/2005 FM Approvals (TST1867) FM 4470/4474 797-02095-267 04/26/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3028039 09/11/2006 FM Approvals(TST1867) FM 4470/4474 3024805 11/20/2006 FM Approvals (TST1867) FM 4470/4474 3032388 10/30/2008 FM Approvals (TST1867) FM 4470/4474 3032695 10/30/2008 FM Approvals (TST1867) FM 4470/4474 3032943 11/06/2008 FM Approvals (TST1867) FM 4470/4474 3032811 12/11/2008 FM Approvals (TST1867) FM 4470/4474 3033719 01/16/2009 FM Approvals (TST1867) FM 4470/4474 3035864 06/03/2009 FM Approvals (TST1867) FM 4470/4474 3035140 08/10/2009 FM Approvals (TST1867) FM 4470/4474 3036225 08/10/2009 FM Approvals (TST1867) FM 4470/4474 3034978 09/17/2009 FM Approvals (TST1867) FM 4470/4474 797-05447-267 04/13/2010 FM Approvals (TST1867) FM 4470/4474 797-05487-267 05/12/2010 FM Approvals (TST1867) FM 4470/4474 797-05550-267 05/25/2010 FM Approvals (TST1867) FM 4470/4474 797-05538-267 05/25/2010 FM Approvals (TST1867) FM 4470/4474 797-05594-267 06/01/2010 FM Approvals (TST1867) FM 4470/4474 797-05695-267 07/15/2010 FM Approvals (TST1867) FM 4470/4474 797-05683-267 07/21/2010 FM Approvals (TST1867) FM 4470/4474 797-05687-267 07/21/2010 FM Approvals (TST1867) FM 4470/4474 797-05748-267 08/10/2010 FM Approvals,(TST1867) FM 4470/4474 3040738 11/16/2010 FM Approvals (TST1867) FM 4470/4474 3036960 11/30/2010 FM Approvals (TST1867) FM 4470/4474 797-06129-267 01/13/2011 FM Approvals (TST1867) FM 4470/4474 797-06177-267 03/16/2011 FM Approvals (TST1867) FM 4470/4474 797-06540-267 06/21/2011 FM Approvals(TST1867) FM 4470/4474 797-06800-267 09/29/2011 FM Approvals (TST1867) FM 4470/4474 797-07038-267 01/10/2012 FM Approvals (TST1867) FM 4470/4474 797-07073-267 01/19/2012 FM Approvals (TST1867) FM 4470/4474 3038128 07/26/2010 FM Approvals (TST1867) FM 4470/4474 3040738 11/16/2010 FM Approvals (TST1867) FM 4470/4474 3041535 06/08/2011 FM Approvals (TST1867) FM 4470/4474 3044688 03/01/2012 FM Approvals (TST1867) FM 4470/4474 797-07198-267 03/01/2012 FM Approvals CrST1867) FM 4470/4474 3044688 (Re -Issue) 03/16/2012 FM Approvals (TST1867) FM 4470/4474 3044541 04/04/2012 FM Approvals CrST1867) FM 4470/4474 3044862 05/11/2012 FM Approvals (TST1867) FM 4470/4474 3043900 08/16/2012 FM Approvals (TST1867) FM 4470/4474 3046280 08/22/2012 FM Approvals (TST1867) FM 4470/4474 3046388 09/24/2012 FM Approvals (TST1867) FM 4470/4474 3041769 09/27/2012 FM Approvals (TST1867) FM 4470/4474 3046403 09/28/2012 FM Approvals (TST1867) FM 4470/4474— — —3046054_ _----_ ___— 12/21/2012_- FM-Approvals(TST1867) FM 4470/4474 3046081 02/13/2013 FM Approvals (TST1867) FM 4470/4474 3048122 04/29/2013 FM Approvals (rST1867) FM 4470/4474 3047104 05/10/2013 FM Approvals (TST1867) FM 4470/4474 797-08263-267 05/23/2013 FM Approvals (TST1867) FM 4470/4474 797-08264-267 OS/23/2013 FM Approvals (TST1867) FM 4470/4474 3047237 07/15/2013 FM Approvals (TST1867) FM 4470/4474 797-08670-267 09/16/2013 FM Approvals (TST1867) FM 4470/4474 797-08873-267 11/26/2013 FM Approvals CrST1867) FM 4470/4474 3048871 12/li/2013 FM Approvals CrST1867) FM 4470/4474 3048066 12/13/2013 FM Approvals(TST1867) FM 4470/4474 797-09016-267 12/17/2013 FM Approvals (TST1867) FM 4470/4474 3049601 01/29/2014 Exterior Research and Design,LLC. CertlRcate ofAuthorizat/on #9503 Evaluation Report 01506.11.04-R12 FL5680-R12 Revision 12: 04/25/2014 Page 3 of 6 Enti IRT IRT IRT IRT IRT IRT IRT IRT Misr MTI MTI PRI PRI PRI PRI PRI PRI PRI PRI PRI PRI UL, 4, PRODUCT DESCRIPTION: Examination TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 Various Physical Properties Physical Properties Physical Properties FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Quality Assurance Reference 00001 00002 01-039 02-005 02-014 03-003 03-004 04-008 Current NOAs AX04C9A RX30C9C GAF-027-02-01 GAF-434-02-01 GAF-434-02-03 GAF-434-02-G4 GAF-436-02-02 GAF-436-02-03 GAF-436-02-04 GAF-436-02-05 GAF-436-02-08 GAF-436-02-09 Inspection Report, R1306 �l I RINIIY J ERD Date 03/3D/2000 03/30/2000 01/24/2002 01/24/2002 03/26/2002 04/21/2003 04/21/2003 01/26/2004 Current 06/05/2009 07/09/2009 03/26/2002 09/16/2013 09/16/2013 09/16/2013 03/06/2014 03/06/2014 03/06/2014 03/06/2014 03/06/2014 03/06/2014 11/19/2013 This Evaluation Report covers GAF Modified Bitumen Roof Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. 41 TABLE 1: ROLL -GOODS FOR GAF MODIFIED BrruMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Base Sheet GAFGLAS N75 Base Sheet ASTM D4601 II N/A Tri-Ply#75 Base Sheet ASTM D4601 II N/A GAFGLAS 480 Ultima Base Sheet ASTM D4601 11 N/A GAFGLAS S[ra[aven[ Eliminator Nailable Venting Base Sheet ASTM D4897 II N/A GAFGLAS Stratavent Eliminator Perforated Venting Base Sheet ASTM D4897 II N/A Liberty MA Mechanically Attached Base Sheet Proprietary N/A N/A Ply Sheet GAFLGAS Ply 4 ASTM D2178 IV N/A Tri-Ply Ply 4 ASTM D2178 IV N/A GAFGLAS FIexPIy 6 ASTM D2178 VI N/A GAFGLAS FIexPIy 6 SL ASTM D2178 VI N/A Smooth Surfaced Membranes: Liberty SBS Self -Adhering Base/Ply Sheet ASTM D1970 N/A N/A UnderRoof 2 Polyester -Surfaced Leak Barrier ASTM D1970 N/A N/A UnderRoof HT High Temperature Leak Barrier ASTM D1970 N/A N/A WeatherWatch XT Mat Surfaced Leak Barrier ASTM D1970 N/A N/A Ruberoid Dual Smooth ASTM D6162 II S Ruberoid 20 ASTM D6163 I S Ruberoid SBS Heat -Weld 25 ASTM 06163 I S Ruberoid SBS Heat -Weld Smooth ASTM D6164 I S Ruberoid MOP Smooth ASTM D6164 I S Ruberoid MOP Smooth 1.5 ASTM D6164 I S Ruberoid MOP Plus Smooth ASTM D6164 II S Ruberoid TORCH Smooth ASTM D6222 I S Tri-Ply TP-4 ASTM D6222 I G Exterior Research and Design, I.I.C. Evaluation Report 01506.11.04-R12 Certificate ofAuthorizatlon #9503 FL5680-1112 Revision 12: 04/25/2014 ' Page 4 of 6 -1 I KINITY ERD TABLE 1 (CONTINUED): ROLL -GOODS FOR GAF MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Granule Surfaced Membranes: Ruberoid Dual FR ASTM D6162 11 G Ruberoid 30 ASTM D6163 I G Ruberoid 30 FR ASTM D6163 I G Ruberoid EnergyCap 30 FR SBS Membrane ASTM D6163 I G Ruberoid MOP 170 FR ASTM D6164 I G Ruberoid MOP Granule ASTM D6164 I G Intec Flex PRF ASTM D6164 I G RoofMatch SBS Modified Granular ASTM D6164 I G Tri-Ply SBS Modified Bitumen Membrane ASTM D6164 I G Ruberoid SBS Heat -Weld Granule ASTM D6164 I G Ruberoid SBS Heat -Weld 170 FR ASTM D6164 I G Ruberoid MOP FR ASTM D6164 11 G Ruberoid MOP Plus ASTM D6164 11 G Ruberoid EnergyCap MOP FR ASTM D6164 II G Ruberoid SBS Heat -Weld Plus ASTM D6164 II G Ruberoid SBS Heat -Weld Plus FR ASTM D6164 II G Ruberoid EnergyCap SBS Heat -Weld Plus FR ASTM D6164 11 G Ruberoid TORCH Granule ASTM D6222 I G Tri-Ply TP-4G ASTM D6222 1 G Ruberoid TORCH 180 ASTM D6222 I G RoofMatch APP Modified Granular ASTM D6222 I G Ruberoid TORCH FR ASTM D6222 II G Ruberoid EnergyCap TORCH Granule FR ASTM D6222 I G Ruberoid EnergyCap TORCH Plus FR ASTM D6222 11 G Liberty SBS Self -Adhering Cap Sheet Proprietary N/A N/A LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ jurisdictions. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510 Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R12 Certificate of Authorization #9503 F1.5680-1112 Revision 12: 04/25/2014 Page 5 of 6 -,.I I RINITY I ERD' 5.6 For mechanically attached insulation or membrane or strip -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. 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. 5.7 For fully -adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.8 For mechanically attached insulation or membrane over existing roof 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. 5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 For bonded insulation or membrane over existing substrates in a recover installation, 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 TAS 124. 5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS ill, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 GAF Modified Bitumen Roof Systems shall be installed in accordance with GAF's published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609.1.5 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (847) 664-3281 - THE 61-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R12 certificate of Authorization #9503 F1.5680-1112 Revision 12: 04/25/2014 Page 6 of 6 4 V I RINITY I ERD APPENDIX 1:'ATTACNMENT REQUIREMENTS FOR WIND UPLI" RESISTANCE Table Deck Application Type Description Page IA Wood New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 4 113-1 Wood New, Reroof (Tear -Off) A-2 Meat. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 1B-2 Wood New, Reroof (Tear -Off), Recover A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 lC Wood New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off), Recover C Mach. Attached Insulation, Bonded Roof Cover 6 1E Wood New, Reroof (Tear -Off), Recover D Insulated, Mach. Attached Base Sheet, Bonded Roof Cover T 1F-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 8 1F-2 Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 9 2A-1 Steel or Cane. New, Reroof (Tear -OR), Recover B-I Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-14 2A-2 Steel or Cone. New, Reroof (Tear -Off), Recover B-2 Mean. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 15 2B-1 Steel or Cone. New, Reroof (Tear -Off), Recover C Mean. Attached Insulation, Bonded Roof Cover 16-24 2B-2 Steel or Cone. New, Reroof (Tear -Off), Recover C-1 Bonded and Mach. Attached Insulation, Banded Roof Cover 25 2C Steel or Cone. New, Reroof (Tear -Off), Recover D Insulated, Much. Attachetl Base Sheep Bonded Roof Cover 24-28 3A-1 Concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 28-30 3A-2 Concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation Layers) 30-38 3A-3 Concrete New, Reroof (Tear -Off) A -la Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 38-40 3B Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 41 4A LWIC New, Remof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 41-43 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 43-45 4C LWIC New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 45 SA CWF New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 46 58 CWF New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 5C CWF New, Reroof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 48 6A Gypsum Reroof (Tear -Oft) A -I Bonded Insulation, Bonded Roof Cover 49 6B Gypsum Reroof (Tear -Off) A-2 Mean. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 49 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover So 7A-1 Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 50-54 7A-2 Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation layers) 54-61 Exterior Research and Design, LLC. d/b/a Tnnityl ERD Evaluation Report 01506.11.04 1112 for F15680-RI2 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 61 �I I JNITY ERD The follovving nuctlaasto the t m utlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. 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 or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Drill-Tec#12 Fasteneror Drill-Tec 414 Fastenerwith Drill-Tec 3' Standard Steel Plate,Drill-Tec 3' Steel Plate or Drill-Tec Accutrac Plate, Ddil-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP Running Fastener Assembled with a 3' Metal Plate. Minimum 0.75-Inch Plywood penetration or minimum 1-inch wood plank embedment ➢ Steel: Drill-Tec#12 Fastener, Drill-Tec#14 Fastener or Odll-Tec xHD Fastener with Drill-Tec 3' Standard Steel Plate,Drill-Tec 3' Steel Plate or Drill-Tec Accutac Plate;Drill-Tec ASAP 35; Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3' Metal Plate; Drill-Tec Extra Heaw Duty ASAP Roofing Fastener- Insulation. Minimum 0.75-inch steel penetration and engage the top Flute of the steel deck D Concrete: D411-Tec#14 Fastener or Drill-TecCD-10 with Drill-Tec 3' Standard Steel Plate,Drill-Tec 3'Steel Plate or Drill-Tec Accutrac Plate or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3- Metal Plate. Minimum 1-inch embedment into pilot hole in accordance with the fastenermanufactureYs published installation instracdom. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, MonoBoard, TopRock DO, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat 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 2603.6, when installed with the roof cover. VersaShleld® Solo— Fire -Resistant Slip Sheet may be used as a non -load -bearing, fire -barrier slip -sheet component within any system outlined herein. 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, banded 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. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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 25-301bs/square D OMG Olyeoid 500 (08500): Continuous 0.75-Inch wide ribbons, 12-Inch o.c. using PaceC rt or SpotShot Note: O"Ond Classic or Olygand 500 Green may be used where Olygond 500 is referenced. ➢ GAF IRF Adhesive M(W-Mk Continuous 1-inch wide ribbons, 12-inch ox ➢ ADCO Millennium One -Step Foamable Adhesive(M-OSFA): Continuous I -Inch wide ribbons, 12-inch o.c. D GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. D 3M CR-20: Continuous 2.5 to&Inch wide ribbons, 12-inch o.c. Note: TNESETmoy be used where 3M CR-20 is referenced. D Note: When multiple layersf) ofiasvlotion and/orcoverboardare installedin ribboacpplied adhesive, adhesive rdbansshollbe staggeredfma;layer-ta-lWer a distance ofone-halfthe ribbon spacing. D Note: The maximum edge distanrefrom the adhesive ribbon to the edge ofthe insulation boardshallbe rmtless than one-halfthespecifiedribboruspacing. 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 MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. ➢ Hot asphalt(HA): MDP -240D psf (Min. 0.5-inch thick) D OMGOIy8ond500(O8500): MOP -315.0 psf (Min. 0SAnrh thick EnerinGuard RH or RN) ➢ OMG OIyDond SW(08500): MDP -485.0 psi (Min. OS -inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -1175 psi (Min. 1.0-inch Nick) D 3M CR-20: MDP -1175 psi (Min. LO-inch thick) 7. Bonded polyisociianurate 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 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 2 of 61 VTRINITY I ERD 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 national analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with 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 AH1, 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. Alternatively, min. 0.5-inch EnergyGuard High Density Roof Fiberboard, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation or min. 0.25-inch DensDeck, DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board, or min. 1.0-Inch EnergyGuard POLVISO INSULATION, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra may be used as a separator board, preliminarily attached prior to base sheet installation. 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. Reference Layer Material Application BP -AA Base: GAFGLAS ir7S Base Sheet, Tri-PlyR75 Base Sheet, GAMIAS R80 Ultima Base Sheet Hat asphalt at 251bs/square. Ply: GAFGIAS Ply 4,Tri-Ply PM 4, GAMIAS FlexPly 6, GAMIAS FlexPhy 65L (Base/ Ply sheets, Asphalt -Applied) Matra" 102 SBS Membrane Adhesive BP -CA Ply Cold-Appiied) Base: GAFGLAS 875 Base Sheet, Tri-Ply R75 Base Sheet (formerly known as TOPCOATM4TRLy102 (Base/ sheets, SBS Membmne Adhesive) at 13 gal/sq. BAL Base: GAFGIAS Strativent Eliminator Perforated Venting Base Sheet Lame laid (Base sheet, Lose -laid) Base or Ply: Rubemid 20, Ruberaid Dual Smooth, Ruberoid MOP Smooth, Ruberaid MOP Smooth 1.5, Ruberoid MOP Plus Smooth Ruberoid Dual Smooth, Ruberoid 30, Ruberoid 30 FR, Ruberoid EnerAvCap 30 FR SBS Membrane, Ruberoid Dual FR, SBS-AA (SBS, Asphalt -Applied) Up. Ruberoid MOP Smooth, Ruberaitl MOP Smooth 1.5, Ruberoid MOP Plus Smooth, Ruberoid MOP 170 PH, Ruberoid MOP Hot asphalt at 251bs/square. Granule, Td-Ply SBS Modified Bitumen Membrane, Intso Flex PRF, RoofMatoh SBS Modified Granular, Ruberoid MOP M, Ruberoid MOP Plus, Ruberaid EnamvCap MOP FR SBS{ Base or Ply: Ruberoid 20 Matrix 102 SBS Membrane Adhesive Ruberold 30 FR, Ruberoid EnergyCap 30 FR SBS Membrane, Ruberoid MOP 17D FR, Ruberoid MOP FR, Ruberaid (SBS, Cold-App4ed. Matris-102 SBS fformerly known as TOPCOATMATRIX 102 Membmne Adhesive) Cap: EnergyCap MOP FR SSSMembmne Adhesive) at 1.5 gal/sq. Matra"' 101 Premium SBS Membrane SMCA1 Base: Rubemid 20 or Rubemid MOP Smooth 1.5 Adhesive Uom,arry known as TOPCOAT (SM, Cold -Applied, Matra" 101 MATRIX Malarbond Medified Bitumen Premium SBS Membrane Adhesve) Cap: Ruberoid 30 FR, Rubemid EnaWCap 30 FR SBS Membrane, Ruberoid MOP FR, Ruberoid EnergyCap MOP FR Membmne Adhesive) at 1.5-2.0 gal/square Base or Ply: Rubemid SBS Heat -Weld 25, Rubemid SBS Heat -Weld Smooth SBSTA (SBS,Torth Applied) cap: Ruberoid SBS Heat -Weld Granule, Ruberoid SBS Heat -Weld 170 FR; Ruberoid SBS Heat -Weld PIus,Rubemid SBS Heat - Weld Plus FR, Rubemid EnamyCap SBS Heat -Weld Plus FR Torah applied Base or Ply; Ruberoid TORCH Smooth, Tn-PlyTPI APPTA Ruberold TORCH Granule,Trl-P1yTP-0G, Ruberoid TORCH 180, RoofMath APP Modified Granular, Ruberoid TORCH FR, (APP,Torch-Applied) cap. Ruberoid EnergyCap APP 250 FR. Ruberoid EnzrUQp TORCH Granule FR Ruberoid EnergyCap TORCH Plus FR SBSSA (self-adhering)Base or Ply: Liberty SBS Self -Adhering Base/Ply Sheet 5elfadhered Cap liberty SBS Self -Adhering Cap Sheet 14. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TrimtylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Cemfeate of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 61 )I V I KINIIY I ERD TABLE 3A: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. (Sea Note 1) Type Attl Type Attach Base Ply Cap MOP (par) My Min. 1.5-Inch EnergyGuaN RA, GAF 2- EnergyGuard GAF 2-Part, (Optional) One or SBS-AA, SBS-TA or W-1. plywood or OSB at EneNyGuaM RH, Part, CR- High High Density Roof Density CR -20 BP -AA, SBS-AA more , APP-TA -52.5 max. 2 i s anB max. 2 ft spans EnergyGuaN RN 20 FberboaN SBS-TA or APP-TA A orA, P-TA Min. 19/32-inch Min. 1.5-Inch GAF 2 _ Min. 0.25-inch DensOeck, (Optional) One or W-2. plywood or OSB at EnergyGuard RA, Part, CR- DersDeck Prime or GAF 2-Part, BP -AA, SBS-AA, more BP -AA, SBS-AA, SBS-AA, SBS-TA or -52.5 max. 2 it o.c. spans EnergyGuard RN, 20 SECUROCK Gypsum -Fiber CR-20 SBS-TA or APP-TA SBS-TA or APP-TA APP-TA EnergyGuard RN Roof Board Min. 19/32-inch Min. 1.5-Inch GAF 2- Min. 0.25-inch DensDeck, W-3. plywood or OSB at EnergyGuard RA, part, CR- Prime or GAF2CR-20 Part, Weather -Watch )(T (Optional) SBS-TA, SBS-TA, APP-TA -52.5 max. 2 R o.c. spans EnergyGuard RH, 20 SECURDensDC CK Gypsum -Fiber CR-20 APP-TA EnergyGuard RN Roof Bo Roof BpaM TABLE 113-1: 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 Baca Insulation Top Insulation Roof Cover MOP No. (° i�°tO Type I Fasteners Attach Type Attach Type Attach Base IPly ICap (Psf) CO MIDITOONALSVIII GAFGLAS 475 Base Sheet, Min. 0.5-Inch Min. Tri-Ply S]S Base Sheet, 480 32 ga., I. 9-inch o.c. at Ne (Optional) Min. 1.5- EnaNyGuard High (Optional) 19/32- Uldma Base Sheet, Ply 4, 5/8-Inch dia. min. 4Inch lap Inch Ener9yGuard Density Roof BP -AA Sal W, 4 Inch FlexPly 6 or Stratavent Un cups with and 12-Inch o.e RA, EnaMyGuard HA Fitemeard or HA BP -AA' SBS-AA, SBS-TA, -45.0 plywood Eliminator Nailable Venting 11 ga. In two, equally RH, EnergyGuaN EnergyGuard SBS-AA SBS-TA, APP-TA at max. 2 Base Sheet, Ruberold 20, annular ring spaced, staggered RN or EnergyGuard Perlite Roof APP-TA it spans Ruberold SBS Heat Weld shank nails center rows Ultra Insulation Smooth or SBS Heat Weld 25 (hamogenenous) GAFGVVS 97S Base Sheet, Min. 0.5-Inch Min. Td-Ply 475 Base Sheet, 480 32 ga., I. 9-Inch o.c. at Me (Optional) Min. 1.5- EnemyGuard High (Optional) 19/32- UIUma Base Sheet, Ply 4, 5/8-inch dla, min. 4Ir ch lap inch EnergyGuard Density Roof BP -AA, SBS-AA, W-5. Inch FlexPly 6 or Stratavent on caps with and 9-inch o.c. in RA, EnemyGuaN HA Fiberboard or HA BP -AA, SBS-AA, SBS-TA, -52.5 plywood Eliminator Mailable Venting 11 ga. two, equally RH, EnergyGuaN EnergyGuaml SBS AA SBS-TA, APP-TA at max. 2 Base Sheet, Rubemld 20, annular ring spaced, staggered RN or Enerin Guard Pence Roof APP-TA it spans Ruberold SBS Heat Weld shanknails center mws Ultra Insulation Smooth or SBS Heat Weld 25 (homogenenous) Min. 0.5-Inch Min. 32 ga., 1- 9.lnch o.c. at Me (Optional) Min. 1.5- EnergyGuard High (Optional) 19/32- GAFGLAS #So Uldma Base 5/8-Inch dia. min. Minch lap Inch EnergyGuaN Density Roof BP -AA, SBS-AA, W-B' Inch Sheeq Rubemld 20, Ruberold Un ceps wiN anti 9-Inch a.c in RA, EnergyGuard HA Fberboard or HA BP-M. SBS-AA, SBS-TA, -60.0 plywood MOP Smooth, Ruberold MOP 11 ga. two, equally RH, EneMi Guard EnergyGuard S&5 SBS-TA, APP-TA at max.2 Smooth 1.5 annularring spaced, staggered RN or EneMyGuard Perlite Roof APP TA itspans shank nails center rows Ultra Insulation (homogenenous) Exterior Research and Design, LLC. d/b/a Thnit JERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 4 of 61 19 `J 1 KINITIY ERD TABLE 16-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER y�,re Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. t l) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (Pan '. SetF-ADHERING BysED16: Min. GAFGVS #75 Base Sheet. 32 ga., 1- 9-Inch o.c. at the (Optional) Min. 1.5- Min. 0.25-Inch 19/32- Trl-Ply #75 Base Sheet, #80 5/8-Inch dla. min. 2-In0 lap Inch EnergyGuard DensDeck Prime (Optional) SBS-SA, W-�' Inch Ultima Base Sheep Ply 4, Up raps with and 12-Inch o.c. RA, EnergyGuard HA or SECUROCK HA SBS-SA SBS-SA, SBS-TA or -45.0 plywood FlexPly 6 or Stratanot 11 ga. In two, equally RH, EnergyGuard Gypsum -Fiber SBS-TA or APP-TA at max. 2 Eliminator Nailable Venting annular ring spaced, staggered RN or EnergyGuard Roof Board APP TA R spans Base Sheet shank nails center revs Ultra Min GAFGIAS #75 Base Sheet, 32 ga., I- 9 wdh o.c. at the (Optional) Min. 1.5- Min. 0.25-inch 19/32- Tn-Ply #95 Base Sheet, #80 5/8-inch tlia. min. 2-Inch lap inch EnergGuartl DansDeck Prime wea ne, (Optional) W-8. inch Ultima Base Sheet, Ply 4, 0n caps with and 12-1ncM1 ox. RA, EnergyGuartl HA ar SECUROCK HA -watch SBS-TA, SBS-TA, -45.0 plywood FlexPly6 or Stratevent 11 ga. in two, equally RH, EnergyGuard Gypsum -Fiber APP-TA APPTA at max. 2 Eliminator Nallable varying annular Hog spent, staggered RN or EnergyGuard Roof Board It spans Base Sheet shank nails center rows Ultra TABLE 113-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Evaluate Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (see Nate 1) Type Fasteners Attach Type Attach Type Attach Base I Ply I Cap (psf) COHveanowsr. Snorers: GAFGl-AS #95 Base Sheet, Tn- 12-Inch o.c. at the (Optional) Min. Min. 0.5-inch EnemyGuartl Mln. 19/32- Ply iJ5 Base Sheet' #BO UI[ima min. 4Inch lap 1.5-Inch High Denslry (Optional) Inch I p ywoatl Base Sheet, Ply 4, FI.Piy 6 or and 12-inch o.C. EnergyGuard RA, Roof Fiberboard BP -AA, BP -At,, SBS-AA, W-9. et max. 2 R 5ha[aven[ Eliminator Nailable See Note 2 in two, equally EnergyGuaN RH, HA or EnergGuard HA SBS-AA SBS-AA, SBS-TA, 45.0 spans Venting Base Sheep Rubemid spaced, staggered EnergyGuaril RN Perlite Roof SBS-TA, APP-TA 20, Rubemitl S6S Heat Weld center rows or EnergyGuaM Insulation APP-TA Smooth or SBS Heat Weld 25 Ultra (hamogenenous) G ].AS #TS Base Sheet, Tn- 12-Inch o.c. at the (Optional) Min. Min. 0.5-inch EnergyGuaM Min. 19/32- Ply #TS Base Sheet, #80 UIUma min. 2-Inch lap 1.5-incM1 High Density (Optional) inch plywootl Base Sheet, Ply 4, FlexPiy 6 or and 12-inch o.c. EnergyGuard RA, Roof Fiberb0artl BP -AA, BP -AA, SBS-AA, W-30. at max. 2 fitVenting Stranvent Eliminator Nallable See Note 2 in three, equally EnergyGuaM 0.H, HA or EnemyGuartl HA SBS-AA SBS-AA, SBS-TA, -60.0 o.c. spans Base Sheet Ruberoitl spaced, staggered Ener9GuaM RN Penile Roof SBS-TA, APP-TA 20, Rubend SBS Heat Weld crnter rews or EnergyGuard Insulation APP-TA Smooch or SBS Heat Weld 25 Ultra (homWenenous) GAFGIAS #95 Base Sheet, Tn- (Optional) Min. Min. 0.5-inch Ply #75 8-incM1 o.c. at the EnergyGuaN (Optional) Min. 19/32- Base Sheets Ply 4�, FlezPIY 61 o'ra min. 2-inch lap Ener9 Guaml RA, High Density BP -AA, SBS-AA, W-11. inch plywaotl Statavent Eliminator Nailable See Note 2 and S-incM1 o.c. m EnergyGuard 0.H, HA Roof Fiberboard HA BP-M' SBS-AA, SBS-TA, -y5.0 at max.2R Venting Base Sheet, Ruberoitl three, equally EnergyGuaN RN or EnergGuard SBS-AA SBS-TA, PPP -TA spans 20, Rubemid SBS Heat Weld spaced, staggered or EnergyGuaN Root qpp-TA Smooth or SBS Heat Weld 25 tenter rows Ultra InsulPerlite on (homopenenous) (homa0er Exterior Research and Design, LC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for F1.5680-1112 Certificate of Autho luation #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 61 !I �ITRINIIY I E► D TABLE 1C: 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 MOP Type Fasteners Attach Type Attach Base Ply Cap No. (See Note 1) (P-0 W-12, Min. 19/32-Inch plywood Mtn. 1-Inch Drill-Tec #12 Fastener with 1 per 1.]8 R2 Min. 0.25-Inch SECURGypsum- OB500 SBS-SA (Optional) SBS-TA, SBS-TA, -52.5 at max. 2 it spans EnergyGuard RN Drill-Tec Acct.Trac Plates Fiber Roof oOoartl Roof APP-TA APP-TA W-13. Min. 19/32-inch plywood Min. 1-inch Drill-Tec #12 Fastener with 1 per 1.]8 R2 Min. 0.25-Inch SECUROCK Gypsum- OBS00 Weather -Watch (Optional) SBS-TA, SBS-TA, -52.5 at max. 2 it spans EnergyGuaM RN Drlll-Tec A.Trac Plates Fiber Roof Board XT APP-TA APP TA TABLE 1D: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. (See Note 1) Base Insulation Layer (Psf) Type Fasteners Attach I Base Ply Cap Coxva.o.A SYM,s: Min. 19/32-Inch plywoo0 MIn. 0.75-inch, one or more MIn. 1.5-Inch EnergyGuard Composite or 1 per 3 BP -AA, (Optional) BP -AA, SBS- SBS-AA, W-14. at max. 2 it spans layers, any combination, loose EnergyGuard RA Composite See No[e 2 R2 SBS-AA AA, SBS-TA, SBS-TA, -45.0 laid APP-TA APP-TA Min. 0.75-Inch, one or more Min. 1-Inch EnergyGuard High Density (Optional) SBS-AA, W-15. Min. 19/32-inch plywood layers, any combination, loose Roof Fiberboard or min. 0.75-inch See Note 2 1 per 2 BP -AA, BP -AA, SBS- 5B5-TA, -45.0 at max. 2 R spans laid EnergyGuard Parties Roof Insulation R2 SBS-AA AA, SBS-TA, APP-TA (hormxeoeaus) APP-TA SEIF-AnNERING SYSTEMS: W-16. MIn. 15/32-Inch plywood (Optional) One or more layers, Min. 1.5-Inch EnergyGuard RA, See Note 2 (HD 1 per 2 SBS-SA (Optional) SBS-SA -45.0 at max. 2 A spans any combination, loose laid EnergyGuaN RH, EnergyGuaM RN Fasteners only) R2 SBS-SA W-17 Min. 15/32-inch plywood (Optional) One or more layers, MIn. 0.5-Inch DensDeck DuraGuard See Note 2 (HD 1 per 2 SBS-SA (Optional) SBS-SA -S2.5 at max. 2 R spans any combination, loose laid Fasteners only) R2 SBS-SA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.01 for F115680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 61 4 v I RINITY ERD TABLE 1E: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insutatlon Leyer(sJ Base or Anchor Sheet Roof Cover MDP No. (See Neta 1J Type Attach Base Fasteners Attach Ply Cap (PsO CONyENBONALSYSTEMR Min. 19/32-inch Min. 1-Inch, one or Prelim GAFGLAS *75 Base Sheet, Tri-Ply *75 Base Sheet, #80 Ultima Base 12-inch o.c. at min. 2-Inch laps and p BP -AA, SBS-AA, SBS-TA, W-I8. tl at max. more layers, any attach Sheet, Stratavent Eliminator Mailable See Note 2 12-inch o.c. in two, equally spaced, SBS-AA SBS-CA, -45.0 2 it spans 2 R spans combination Venting Base Sheet, Ruberold 20 staggered center rows APP TA Min. Inch Min. 1-inch, one or#75 Prelim GAFGLAS 475 Base Sheet, Tri-Ply Base Sheet, s80 Ultima Base 12-Inch o.c. at min. 2-inch laps and BP -AA, SBS-AA, SBS-TA, W-19. tl at max. plywood at more layers, any attach She Sheet, Statavent Eliminator Mailable See Note 2 12-Inch o.c. in three, equally spaced, SBS-AA SBS-CA, -60.0 2 R spans 2 it spans combination Venting Base Sheet, Ruberoitl 20 staggered center rows APP-TA Min. Inch Min. 1-Inch, one or Prelim GAFGLAS *75 Base Sheet, Tri-PI Base Sheet, Ultima Base a 8= inch o.c. at min. 2-inch laps and 8- BP -AA, SBS-AA, SBS-TA, W-20. od at plywood a[ max. more layers, any attach S#75he Ell Sheet, Statavent Eliminator Mailable See Note 2 Inch o.c. in three, equally spaced, SBS-AA SBS-CA, -75.0 2 R spans combination Venting Base Sheet, Ruberoid 20 staggered center rows gpp.Tq Exterior Research and Design, LLC. d/b/a TrimtylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization 59503 Revision 12: 04/25/2014 Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page of 61 V 1 j�ININ I ERD TABLE 1F-1: WOOD DECKS- NEW CONSTRUCTION oR REROOF (TeAR-OFF) SYSTEM TYPE Et NON -INSULATED, MECHANICALY FASTEDED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover MDP No. Deck (See Note 1) type Faster Attachment Ply Cap (Pat) Coavermor SYsbram: Min. 19/32-inch 32 ga., 1-5/8-Inch dia. tin 9-inch o.c. at min. 4-Inch laps and 9- (Optional) W-21. plywood at max. 2 ft GAFGIAS #80 Ultima Base Sheet; Ruberoid 20 caps with 12 ga. annular Inch o.c. at two, equally spaced, BP-M, SBS-M -45.0 spans ring shank nails staggered center rows SBS-M inch My GAFGIAS #75 Base Sheet, TO -Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 9-Inch o.c. at min. 4-inch laps and 12- SBS-M, W-22. od at plywood at max. 2 R #80 Ultima Base Sheet, Ply 4, FlexPly 6 or Stratavent ceps with 11 ga. annular inch o.c. In two, equally spaced, BP-M, SBS-TA, -45.0 spans Eliminator Nailable Venting Base Sheet, Ruberoid 20, Ong shank nails staggered center rows SBS-M SBS-CA, Ruberoid SBS Heat Weld Smooth or SBS Heat Weld 25 APP-TA Min. 19/32-Inch GAFGIAS #75 Base Sheet, Trl-Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 9-Inch o.c. at min. 4-inch laps and 9- SBS-M, W-23. plywood at max. 2 ft #80 Ultima Base Sheet, Ply 4, FlexPly 6 or Stratavent ceps with 11 ga. annular inch o.c. In two, equally spaced, BP-M, SBS-TA, -52.5 spans Eliminator Nailable Venting Base Sheet, Ruberoid 20, Ong shank nails staggered center rows SBS-M SBS- ' Ruberoid SBS Heat Weld Smooth or SBS Heat Weld 25 APP-TA Min. 19/32-Inch GAFGIAS #80 Ultimo Base Sheet, Ruberoid 20, 32 ga., 1-5/6-Inch dia. tin 9-inch o.c. at min. 4-inch laps and 9- (Optional) W-24. plywood at max. 2 ft Ruberoid MOP Smooth, Ruberoid MOP Smooth 1.5 raps with 11 ga. annular Inch o.c. in two, equally spaced, M0.TA APP-TA -60.0 spans Ong shank nails staggered center rows Min. 19/32-Inch 32 ga., 1-5/8-Inch tlia. tin 8-inch D.c. at min. 4-Inch laps and 8- (Optional) W-25. plywood at max. 2 ftGAFGIAS #80 Ultima Base Sheet; Ruberoitl 20 caps with 12 Be. annutar Inch o.c. at three, equally spaced, BP-M, SBS-AA -75.0 spans Ong shank nails staggered center rows SBS-M Min. 19/32-Inch 32 ga., 1-5/8-Inch dia. tin 7-inch o.c. at min. 4-inch laps and 7- BP-M, SBS-M, SBS-TA, W-26. plywood at max. 2 R GAFGLAS 480 Ultima Base Sheet; Ruberoid 20 ceps with 11 ga. annular Inch o.c. in three, equally spaced, SBS-M SBS-CA, -82.5 spans ring shank nails staggered center rows APP-TA SEWADHERING SYMMS: •. �. Min. 19/32-Inch 32 ga., 1-5/8-inch dia. tin 9-Inch o.c. at min. 4-inch laps and 9- (Optional) SBS-SA, SBS-TA W-27. plywood at max. 2 R Liberty MA Mechanically Attached Base Sheet ceps with 11 ga. annular inch o.c. In two, equally spaced, orAPP- -37.5 spans Ong shank nails staggered center rows TA TA Min. 15/32-inch 32 ga., 1-5/8-inch dia. tin 8-Inch o.c. at min. 3-inch laps and 8- (Optional) SBS-SA, SBS-TA W-28. plywood at max. 2 ft Liberty MA Mechanically Attached Base Sheet ceps with 11 ga. annular Inch o.c. in three, equally spaced, SBS-SA orAPP- -45.0 spans Ong shank nails staggered center rows TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authoriution #9503 Revision 12: 04/25/2014 Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 8 of 61 I �l I KINITYJERD TABLE IF-2: WOOD DECKS - NEW CONSTRUCTION, REROOF(TFAR-OFF)oR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALY FASTEDED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover MDP No. Deck (See Note I) Type Faster Attachment PIY Cap (Pan CONVENIMONAl SYSTEws: Min. Inch GAFGIAS *75 Base Sheet, Tri-Ply #75 Base Sheet, *80 Uaima Base Sheet, Ply 4, FlexPly 6 or $[ratayeet Eliminator 12-inch o.c. at 2-Inch laps and 12- BP -AA, 5B5- SBS- SBS-AA, SBS- W-29. od at plywood at max. 2 R le Venting Base Sheet, Ruberoid 20, Ruberoitl SBS See Note 2 inch o.c. in two, equally spaced, TA, SBS-CA, -45.0 spans Heat Heat Weld Smooch or SBS Heat Weld 25 staggered center rows APP-TA Min. 19/32-Inch GAFGIAS #75 Base Sheet, Trl-Ply #75 Base Sheet, #80 12-inch o.c. at 2-Inch laps and 12- SBS-AA, SBS- Plywood at max. 2 R Ultima Base Sheet, Ply 4, FlexPly 6 or Shatavent Eliminator See Note 2 Inch o; c. in three, equally spaced, BP -AA, SBS- TA, SBS-CA, -60.0 spans spans le Venting Base Sheet, Ruberoid 20, Ruberoitl SBS staggered centerrows APP-TA Heat Heat Weld Smooth or SBS Meat Weld 25 Min. 19/32-Inch GAFGIAS #80 Ultlma Base Sheet Base, Ruberoitl 20, 9-inch o.c. at 4-Inch laps and 9- (Optional) SBS-TA W-31. plywood at max. 2 R Ruberoid MOP Smooch, Ruberoitl MOP Smooth 1.5 See Note 2 inch o.c. in two, equally spaced, SBS-TA (polyesteronl) y -60.0 spans staggered center rows Min. 19/32-Inch GAFGIAS *75 Base Sheet, Trl-Ply #75 Base Sheet, #80 8-Inch o.c. a[ 2-Inch laps and 8- SBS-AA, SBS- W-32. plywood at max. 2 ft UI[Ima Base Sheet, Ply 4, FlexPly 6 or Stratavent Eliminator See Note 2 Inch o.c. In three, equally spaced, BP -AA, SBS- BP - TA, SBS-CA, -75.0 spans ryailable Venting Base Sheet, Ruberoitl 20, Ruberoid SBS staggered center rows APP-TA Heat Weld Smooth or SBS Heat Weld 25 Min. 19/32-Inch GAFGIAs II75 Base Sheet, Tri-Ply #75 Base Sheet, #80 Ultima Base Sheet, Ply 4, FlexPly 6 or S[retavent Eliminator 8-inch o.c. a[ 2-inch laps and 8- BP -AA, SBS- SBS-AA, SBS- plywood at max. 2 ft to Venting Base Sheet, Ruberoitl 20, Ruberoid SBS See Note 2 inch o.c. in three, equally spaced, TA, SBS-CA, -10S.0 spans spans Heat Heat Weld Smooth Or SBS Heat Weld 25 staggered center rows APP-TA Seul-AonamxG Sys s": SBS-SA Min. 19/32-Inch See Note 2 9-Inch o.c. at 4-Inch laps and 9- p (Optional) rvoM: Seams W-34. plywood at max. 2 ft StermSafe Anchor Sheet (p¢GTrec only) inch o.c. in chime, equally spaced, SBS-SA sealed wah -60.0 spans staggered center rows TOaoaT599ao ar Flecseal W-35. Min. I5/32-Inch plywood at max. 2 ItUberty MA Mechanically Attached Base Sheet See Note 2 (HD 8-inch o.c. at 3-Inch laps and 8- inch O c in two, equally spacetl, (Optional) SBS-SA, SBS- -60.0 spans Fasteners Only) staggered center rows SBS-SA TA or APP-TA Exterior Research and Design, tLC. d/b/a Trinity HERD Evaluation Report 03506.11.04-R32 for FL5680-R12 CertlBcete of Authorization #9503 Revlslon 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 9 of 61 �! TRINITY ERD TABLE 2A-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation layer Roof Cover MDP No. (See Note 1) Type Fasten Attach Type Attach Base Ply Cap (Psf) ConvDanom Systems: Min. 22 ga., type B, Min. 1.5-Inch Min. 0.75-inch EnergyGuard Penile Roof (Optional) SC-1 Grade 33 steel or EnergyGuard POLYISO See Note 1 per 4 Insulation (homogeneous) or min. 0.5-inch HA BP -AA, One or more SBS-M -37.5' struduml concrete INSULATION, 2 R2 Stmctodek High Density Flberboard Roof SBS-AA BP -AA, SBS- EnergyGuard Ultra Insulation AA Min. 22 ga., type B, Min. 0.625-inch See Note I per 4 Min. 1.5-Inch EneryGuard followed by min. (Optional) SC-2 Grade 33 steel or DensDeck Prime 2 it2 0.25-Inch DensDeck Prime or SECUROCK HA APP-TA APP-TA APP-TA -45.0• shuMml concrete Gypsum -Fiber Roof Board Min. 22 ga., type B, Min. 0.5-Inch See Note 1 per Min. 1.5-Inch EneryGuard followed by min. (Optional) SC-3 Grade 33 steel or DensDeck Prime 2 2.67 19t2 0.2S-Inch DenSDeck Prime or SECUROCK HA APP-TA APP-TA APP-TA -45.01 structural concrete Gypsum -Fiber Roof Board Min. 22 ga., type B, Min. 1.5-Inch Min. 0.75-Inch EnergyGuard Perlite Roof (Optional) SC-0 Grade 33 steel or EnergyGuard POLYISO See Note 1 Per Insulation (homogeneaus) or min. 0.5-inch HA BP -AA, One or more SW -AA -45.0• st.ctureI concrete INSULATION, 2 2.67 U Stmctodek High Density Fiberboard Roof SBS-M BP-M, SBS- EnergyGuard Ultra Insulation M MIn. 22 ga., type B, Min .�2� nch Min. 0.75-inch EnergyGuard Penite Roof (Optional) SC-5 Grade steel orl Ene Guard POLyISO See Nate 1 per 4 Insulation (homogeneous) or min. 0.5-inch HA BP -AA, One or more 505-M -45.0" ra structuraconcrete INSULATION, 2 R2 SDuctodek High Density Fiberboard Roof SBS-M BP -AA, SBS- EnergyGuard Ultra Insulation M Min. 22 ga., type B, Min. 1.5-loth Min. 0.5-Inch EnergyGuard Perlite Remver (Optional) SC-6 Grade 33 steel or EnergyGuard POLYISO See Note 1 per Board or min. 0.25-Inch DensDeck, HA BP-M, One or more SBS-M 45.0• structural concrete INSULATION, 2 R2 DensDeck Pnme or SECUROCK Gypsum SBS-M BP-M,SBS- EnergyGuard Ultra Fiber Roof Board M Min. 2-Inch Min. 0.5-Inch EnergyGuard Perlite Recover (Optional) Min. 22 ga., type B, EnergyGuard RA, See Nate 1 per Board or min. 0.75-Inch EnergyGuard BP.AA' One or more SC-] Grade 33 steel or EnergyGuard RH, 2 4.0 R2 Perlite Roof Insulation (homogeneous) or HA SBS-M BP -AA, SBS- SBS-M -05.0• stmdurel concrete EnergyGuard AN SDudodek High Density Fiberboard Roof M Insulation Min. 1.5-Inch Min. O.S-Inch EnergyGuard Perlite Recover (Optional) Min. 22 ga., type B, EnergyGuard RA, See Note 1 per Board or min. 0.75-Inch EnergyGuard gp.pA One or more SC-8 Grade 33 steel or EnergyGuard RH, 2 2,p dt2 FeNlte Roof Insulation (homogeneous) or HA SBS-M Bp -AA, SBS- SBS-M -05.0• structural concrete EnergyGuard RN SWdodek High Density Fiberboard Roof AA Min. 22 ga., type B, Min. 1.5-Inch Min. 1.5-Inch EnergyGuard RA, (Optional) SC-9 Grade 33 steel EnergyGuard RA, See Nate 1 per EnergyGuard RH, EnergyGuard AN HA BP -AA One or mare SBS-M -45.0• et slrecturel concrete EnergyGuard RH, 2 4.0 R2 followed by min. nch EnergyGuard SBS-M SBS- EnergyGuard AN Insulation Perlite Roof Insulation (hamageneouz) M AA Min. 22 ga., type B, Min. 2.2-Inch (Optional) SC-10 Grade 33 steel or EnergyGuard RA, See Note 1 per Min. 0.5-Inch Structadek High Density HA BP-M, One or more SBS-M -45.0• structural concrete EnergyGuard M, 2 4.0 R2 Fiberboard Roof Insulation SBS-M BP -AA' SBS- EnergyGuard AN I I I M EMdor Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R32 for FL5680-R12 Certlfimbe of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robed Nieminen, PE-59166 Appendix 1, Page 10 of 61 V I RINITY I ERD TABLE 2A-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEB-1. MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP No. (See Note 1) Type Fasten Attach Type Attach Base Ply Cap (Psf) SC-11 Min. 22 ga., type B, Grade 33;ryyGuard teel or Ene 2-Inch RA, See Nate 1 per Min. 1.0-Inch EnergyGuar Perlite Roof BP-, AA (Optional) BP- SBS-AA structural concrete EnergyGuaM RH, 2 1.45 ft2 Insulation (homogeneous) SBS-AA AA, SBS-AA or SBS- TA -60.0 EnergyGuaM RN SC-12 Min. 22 ga., type B, Grade 33 steel or Min. 2-Inch EnergyGuaM PA, See Nate 1 per Min. 0.5-Inch Structodek High Density HA BP -AA, (Optional) BP- 585-AA structural concrete EnergyGuaM RH, 2 1.45 ft2 Fiberboard Roof Insulation SBS-AA AA, SBS-AA or or SBS- TA -6].5 EnergyGuaM IN Min. 22 ga., type B, Min. 1.S-Inch Optional additional layers of base HA, GAF BP -AA, (Optional) One or more SBS-AA, SC-13 Grade 33 steel or EnergyGuard PA, See Note 1 per 2 Insulation; Min. 0.25-Inch DensDeck, 2-Part, SBS-AA, BP -AA, SBS- SBS-TA -45.0• structural concrete EnergyGuaM RH, 2 R2 DensDeck Prime or SKUROCK Gypsum - CR-20, SBS-TA or AA SBS-TA or OrAPP- EnergyGUaM RN Fiber Roof Board OB500 APP-TA APP-TA TA Min. 22 ga., type B, Min. 2-Inch Optional additional layers of base HA, GAF BP -AA, (Optional) One or mare SBS-AA, SC-14 Grade 33 steel or EnergyGuaM RA, See Note 1 per insulation; Min. 0.25-Inch DensDerk, 2-Part, SBS-AA, BP -AA, SBS- SBS-TA -45.0• structural concrete EnergyGuaM PH, 2 4.0 R2 DensDeck Prime or SECUROCK Gypsum- CR-20, SBS-TA or AA SBS-TA or orAPP- EnergyGuaM RN Fiber Roof Board OB500 APP-TA TA APP-TA Min. 1.5-Inch Min. 22 ga., type B, EnergyGuaM RA, HA, GAF SC-35 Grade steel or EnergyGuaM See Note I per 2 Min. 0.5-Inch EnergyGuaM High Density 2-Part, BP -AA, None 585-CA -45.0' structural concrete EnergyGuaM IN Ior N 2 ft2 Roof Fiberboard CR-20 or SBS-AA EnergyGuaM Ultra OB500 Min. 22 ga., type B, Min. 2-inch HA, GAF BP -AA, (Optional) One or more SBS-AA, SC-16 Grade 33 steel or Ene fgYGuaM W3, See Nate 1 per 2 Min. 0.3]5-Inch SECUROCK Gypsum -Fiber 2-Part, SBS-AA, BP -AA, SBS- SBS-TA structural concrete EnergyGuaM RN 2 R2 Roof Boats SBS-TA or AA SBS-TA or orAPP- -60.0 EnergyGuaM RN OBSOO OB500 APP-TA APP-TA TA Min. 22 ga., type B, Min. 2-inch HA, OB500 or 9P-pA, (Optional) One or more SBS-AA, SC-1] Grade 33 steel or EnergyGuaM RA, See Nate 1 per Min. 0.25-Inch SECUROCK Gypsum -Fiber GAF 2 SBS-AA' BP -AA, SBS- SBS-TA -60.0 struttual concrete EnergyGuaM RH, 2 1.6 R2 Roof Board Part, CR- 585-TA or AA, SBS-TA or or App- EnergyGuaM RN 20 APP-TA APP-TA TA SELF-Ap"reaNG Symus: Min. 22 ga., Type 0.5-I l h EnergGuard RH HD Polylso 05500, SBS-SA or (Optional) SC-18 B, Grade 33 steel Min. 1.5-Ene rgyGuaM See Nate 1 per 2 Insulation, rgyGuard HD Polytso LRFM, M- Weather- S05-TA, APP- SBS-TA, -3].5• o cal RH 2 Rz Insulation, EnergYGuartl HD Plus Polyise APP-TA concrete concrete Insulation OSFA Watch %T TA l uard olyiso Sc-19 B, Grade 33 steel Min. 2-EnergyGuaM See Note 1 per nlsulationn. Energ Gch uard HD Po yisoHD 03500, SBS-SA or (Optional) SBS-TA, arstructural RH 2 2.9 fto Insulation, Ene rgYGuard HD Plus Polylso LRF-M, M- Weather- SBS-TA, APP- APP-TA -3].5- concrete Insulation OSFA Watch %T TA Exterior Research and Design, LLC. tl/b/a TrinityI ERD Evaluation Report 01506.11.04-R12 for FL5680-R32 Certificate of Authorization Y9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11061 V 1 RINITYIERD TABLE 2A-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP No. (See Note 1) Type Fasten Type Attach Base Ply Cap (Psi Min. 22 ga., type B, Min. 1.5-Inch EnergyGuaN POLYISO See Note Additional layer(s), min.0.5-Inch thick base O SBS-SA or (Optional)585-TA,SC-20 Grade 33 steelet INSULATION, 2 Insulation F-M,SOO LRFA M- Weather- SBS-TA, APP- APP-TA-45.0•stmRural concrete EnergyGuaN UltraOSFA 1per Walh XT TAMin. Min. 21 ga., type e, 2-Inch EnergyGuar POLYI50 See NoteAdditional layer(s), min. 0.5-Inch thick base O SBS-SA or (Optional) 585-TASC-21 struct 33 steel INSULATION, 2 Insulatlon F-M, LRF-M, M- Weather- 585-TA, APP- APP-TA -45.0' et structural concrete EnergyGua; Ultra OSFA Watch NT TA Min. 32 ga., type B, Min. 2-inch EnergyGuaN POLYISO See Note 1 per4 Additional layer(s), min. 1.5-Inch thick base OB500, SBS-SA or (Optional) SBS-TA, SC-22 Grade 33 steel or INSULATION, 2 R2 Insulatlon LRF-M, M- Weather- SBS-TA, APP- APP TA -45.0• structural concrete EnergyGuaN Ultra OSFA Watch XT TA B Min. 1.5-Inch EnergyGuaNd RA, See Note 1 per 2 ditional layers of sDeck Weather- (Optional) &S TAaAPP- SBS-TA, SC-23 Grade 33 steel or EnergyGuaN RH, 2 Insulation; 0.25 Inch Dens Prime OB500 Wrath xT APP-TA <5.0' sWctual concrete EnergyGuaN RN or SECUROCK Gypsum -Fiber Roof Board TA MIn. 22 ga., type B. Min. 1.5-Inch Optional additional layers, min. 0.5-inch OBS00, (Optional) SC-24 Grade 33 steel or EnergyGuard POLYI50 See Note 1 per 2 thick base insulation; Min. 0.25-inh Dens LRF-M, M- SBS-SA SBS-TA, APP- SBS-TA, -45.0• structural concrete INSULATION, 2 R2 Deck DuraGuard or SECUROCK Gypsum- OSFA TA APP-TA EnergyGuaN Ultra Fiber Roof Board Min. 22 ga., type B, Min. 1.5-Inch Optional additional layers, min. 1-nih thick OB500, (Optional) SC-25 Grade 33 steel or EnergyGuaN POLYI50 See Note 1 per 2 base Insulation; Min. 0.25-Inch Dens Deck LRF-M, M- Weather- SBS-TA, APP- SBS-TA, -45.0• structural concrete INSULATION, 2 R2 DuraGuaN, Dens Deck Prime or SECUROCK OSFA Watch XT TA APP-TA EnergyGuaN Ultra Gypsum -Fiber Roof Board Min. 22 ga., type B, Min. 2-Inch Optional additional layers, min. 0.5-Inch OB500, (Optional) SC-26 Grade 33 steel EnergyGuaN POLYISO See Note 1 per base Insulation; Mtn. 0.25-Inh Dens Deck LRF-M, M- SBS-SA 585-TA, APP- SBS-TA, -05.0• structural concrete et INSULATION, 2 2.9 R2 Durai or SECUROCK Gypsum -Fiber OSFA TA APP-TA EnergyGuaN Ultra Roof Board Min. 23 ga., type B, Min. 2-Inch Optional additional layers, min. 0.5-inch OBSDO, (Optional) SC-27 Grade 33 steel or EnergyGuaN POLYISO See Note 1 per base Insulation; Min. 0.25-inch Dens Deck IRF-M, M- Weather- SBS-TA, APP- SBS-TA, 45.0• s[mctual concrete INSULATION, 2 2.9 R2 Dens Deck Prime or SECUROCK OSFA Watch %T TA APP-TA EnergYGuaN Ultra Gypsum -Fiber 0.00P Board Gypsum -Fiber Min. 22 9a., type B, Mtn.. 2-inch Ene uard RA, See Note 1 per4 MIn. 0.15-inch SECUROCK Gypsum -Fiber (Optional) SC-28 Grade 33 steel or 33 EnergyGuaN RH, 2 R2 Roof Boats OB500 SBS-SA SBS-SA SBS-SA -45.0• structural concrete EnergyGuaN RN Bor Min. 2-Inch EnergyGuaN RA, See Note 1 per4 Inional aditional layers of base aMin. Weather- (Optional) SBS-TA, SC-29 Grade 33 steel or EnergyGuaN RH, 2 sulation 0.251nch Dens Deck Prime OB500 watch )(T SBS-TA, APP- APP-TA -45.0' structural concrete EnergyGuaN RN or SECUROCK Gypsum -Fiber Roof Board TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FLS680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 12 of 61 ' I iNITY I ERD TABLE 2A-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Root Cover MDP No. (See Note 1) Type Fasten Attach Type Attach Base Ply Cap (Psf) Min. 22 ga., type B, Min. 2-Inch Optional additional layers, min. 1.5-inch OBS00, (Optional) SC-30 Grade steel EnergyGuard POLYISO See Note I per4 base Insulation; Min. 0.25-inch Dens Deck LRF-M, M- SBS-SA SBS-TA, APP- SBS-TA, 4S.O' ncor structural concrete ra INSULATION, 2 R2 DuraGuard or SECUROCK Gypsum -Fiber OSFA TA APP-TA EnergyGuard! Ultra Roof Board Min. 22 ga., type B. Min. 2-inch Optional additional layers, In. 1.5-inch OB500, (Optional) SC-31 Grade steel or EnergyGuard POLYISO See Note 1 per4 base Insulation; Min. 0.25-Inch Dens Deck LRF-M, M- Weather- SBS-TA, APP- SBS-TA, -45.0- mi sWdu2lconcrete INSULATION, 2 R2 Prime or SECUROCK OSFA Watch XT TA APP-TA EnergyGuaN Ultra Gypsum-Flber Rool Board Gypsu -Rber Roof SC-32 Min. 22 ga., type B, Grade 33 steel or Min. 2-Inch EnergyGuard RA, See Note I per 2 Min. 0.375-Inch SECUROCK Gypsum -Fiber OB500 Weather- (Optional) SBS-TA, APP- SBS-TA, -60.0 structural concrete EnergyGuard RH, 2 R2 Roof Board Watch IT TA APP TA EnergyGuard RN SC-33 Min. 32 gtype B, Grade 33 steel or Min. 2-incha., EnergyGuard RA, See Nate 1 Per Min. 0.25-Inch SECUROCK Gypsum -Fiber 0B500 Weather- (OPUonal) SBS-TA, APP- SBS-TA, -60.0 sWctural concrete EnergyGuartl RH, 2 1.6 R2 Roof Board Watch NY TA APP TA EnergyGuard RN SC-34 Min. 22 ga., type B, Grade 33 steel or Min. 2-Inch EnergyGuard RA, See Note I per4 Min. 0.25-Inch SECUROCK Gypsum -Fiber HA' GAF 2-Part, SBS-SA (Optional) SBS-SA -45.0' c siruural concrete EnergyGuard RH, 2 B2 Roof Board C0.-20 SBS-SA EnergyGuand RN 22 3 O, Min. 1.5-Inch EnergyGuard M, See Note 1 per 2 Optionallayers of base HA, F Weather- (Optional) SBS-TA, SC-35 Gratle 3Min. stcolPor EnergyGuard RH, 2 ft2 ation;dMiin. 0.25 Inch DensDeck Prime 2 Part,,onal Watch NT PP APP-TA .45.0- structural concrete EnergyGuard RN or SECUROCK G ypsum-Flber Root Board CR-20 TA Min. 22 ga., type B, Min. 2-Inch EnergyGuard RA, See Note 1 per 4 Optional additional layers of base P Y HA, GAF Weather- Weather - (Optional) SBS-TA, SC-36 Grade steel or EnergyGuard RN, 2 Insulation; Min. 0.25-Inch DensDeck Prime 2-Part, Watch XT SBS-TA, APP- TA APP-TA -45.0- structural rtruQuml concrete EnergyGuard RN or SECUROCK Gypsum -Fiber Roof Board CR-20 TA SC-37 Min. 22 ga., type B, Grade 33 Min. 2-inch EnergyGuard RA, See Note 1 per 2 Min. 0.375-Inch SECUROCK Gypsum -Fiber HA GAP r Weather- (Optional) SBS-TA, steel or structural concrete EnergyGuard RH, 2 1Roo(BoaM 2-Party CR-20 Watch SBS-TA, APP- TA APP TA -60.0 EnergyGuaN RN SC-38 Min. 22 ga., type B, Grade steel Min. 2-Inch EnergyGuard RA, See Note 1 per Min. 0.25-Inch SECUROCK Gypsum -Fiber HA, GAF Weather- (Optional) 585-TA, APP- SBS-TA, -60.0 structural concrete ra et EnergyGuard RH, 2 1.6 R2 Raot Board CR-20' C0.-20 Watch %T TA APP-TA EnergyGuard RN Vermxa Svsnrs: Min. 22 ga., type B. Min. 1.5-Inch (Optional) SC-39 Grade 33 steel or EnemyGuartl POLWSO See Note 1 er 4 player Additional la er of base Insulation y F,.pthT1tB_LL One or more SBS-AA -45.0• structural concrete INSULATION, 2 02 BP -AA, 585- EnergyGuard Ultra AA Exterior Research and Design, Ui d/b/a THnityIERD Evaluation Report 01506.11.04-R12 for FL5680-R32 Certificate of Authorlaation Y9503 r Revision 12: 04/25/2014 Prepared by: Robert Nkinlnen, PE-59166 Appendix 1, Page 13 of 61 ' I (iNI'(Y I ERD TABLE 2A-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR-OFP) OR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation layer Roof Cover MOP No. (See Note 1) Type Fasten Attach Type Attach Basa Ply Cap (Psf) Coto-APPLLm SYSTEMS: Min. 22 ga., Type Min. 0.5-Inch EnergyGuard RH HD Polylso OBS00, SBS-CA SC-40 B, Grade 33 steel Min. 1.5-EnergyGuard See Note 1 per 2 Insulation, EnergyGuard HD Polyiso M _ SBS-CA or None or 51 S- -37.5• or structural RH 2 ftInsulation, EnergyGuard HD Plus Polyiso �A' SBS-CA-1 concrete Insulation Min. 22 ga., Type Min. 0.5-Inch EnergyGuard RH HD Polyiso OB500, SBS-CA SC-01 B, Gade 33 steel Min. 2-EnergyGuard See Note 1 per Insulation, EnergyGuard HD Polyiso IRF-M, M- SBS-CA or None or SBS- -3].5• or structuralRH 2 2.9 ftInsulation, EnergyGuard HD Plus Polyiso OSFA 585-CA-1 CA-1 concrete Insulation Min. 22 ga., type B, Min. 1.5-Inch EnergyGuard RA, See Nate 1 per 2 Min. 0.25-Inch DensDeck Prime or SBS-CA- SC-42 Grace 33 steel or EnergyGuard RH, 2 R2 SECUROCK Gypsum -Fiber Roof Board OB500 SBS-CA-1 None 1 -45.0• structural concrete EnergyGuard RN SC-03 Min. 22 ga., type B, Grade steel or Min. 2-Inch EnergyGuard RA, See Not 1 per4 Min. 0.25-Inch DensDeck Prime or OB500 SBS-CA-1 None SBS-CA- -05.0' structural concrete EnergyGuard RH, 2 Ili SECUROCK Gypsum -Fiber Roof Board I EnergyGuard RN HYBRID HM/COWAPPLLED SYMNS: Min. 22 ga., type B, Min. 2-Inch See Note 1 per Min. 0.25-Inch DensDeck, DensDeck Prime, SBS-CA- SC-44 Grade 33 steel or EnergyGuard RA 2 5.34 R2 DensDeck DuraGuard or SECUROCK HA None Two BP -AA 1 -45.0• structural concrete Gypsum -Fiber Roof Board Min. 22 ga., type B, Min, two layers, min. See Note 1 per 4 Min. 0.25-inch DensDeck, DensDeck Prime, SBS-CA- SC-45 Grade 33 Seel inch EnergyGuard 2 or SECUROCK DensDeck DuraGuardRoof HA None Two BP -AA 1 -45.0• et structual concrete PA, RA, RM or RN Gypsum -Fiber Roof Board Min. 22 ga., type B, Min. 2-Inch EnergyGuard RA, See Note 1 per 4 Min. 0.25-inch DensDeck, DensDeck Prime, SBS-CA- SC-46 Grade 33 steel EnergyGuard RH, 2 R2 DensDeck ber SECUROCK HA None Two BP -AA 1 -45.0• structural concrete et EnergyGuard RN Roof Bar Gypsum -Fiber ROa(Baard Min. 22 ga., type B, Min. 1.5-Inch Note 1 2 Min. 0.25-Inch DensDeck, DensDeck Prime, _ SC-0] Grade 33 steel or EnergyGuard RA, RM Zee R2 DensDeck DuraGuard or SECUROCK HA None Two BP -AA ZBS-� -45.0• sWRural concrete or RN Gypsum -Fiber Roof Board Min. 22 ga., type B, Min. 1.5-Inch EnergyGuard RA, See Nate 1 per 2 Min. 0.25-Inch DensDeck Prime or SBS-CA- SC-08 Grade 33 steel Ene yGuard RH, 2 R2 SECUROCK Gypsum -Fiber Roof Board OB500 None Two BP -AA I -45.0' e structural concrete EnergyGuard RN SC-09 Min. 22 ga., type B, Grade 33 steel or Min. 2-Inch EnergyGuard RA, See Note 1 per 4 Min. 0.25-Inch DensDeck Prime or OB500 None Two BP -AA SBS-CA- -05.0' structural concrete EnergyGuard RH, 2 R2 SECUROCK Gypsum -Fiber Roof Board 1 EnergyGuard RN Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-RI3 for FI-5680-1112 Certi0cate of Authorlaation #9503 Revision 12: 04/25/2014 Prepared by: Robert Mariner, PE-59166 Appendix 1, Page 14 of 61 �I I RINITY J ERD TABLE 2A-2: STEEL DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) SYSTEM TYPE B-2: MECHANICALLY ATTACHED THERMAL BARRIER, BONDED TEMP ROOF, BONDED TOP INSULATION, BONDED ROOF COVER SYstem Deck Thermal Barrier Inaulatlon lmyer(s) Roof Cover MDP MDP No. (Bee Mote 1) Type AMOK Basra Ply Cap Type Fastener AttarN Temp Rao/ B-ADNEPIND SYSiENS: Min. 22 ga., Min. 0.625-meth See Note 2 Type B, Grace DemDeck DuaGuard (Drill-T 31n. 1 Under -Root 2 Min. 1.5-Inch EnergyGuard PA, Eneall, ;yGuaEner, SC -SD 33 steel or or min. 0.5-Inch Rlbbed Wlvalume 2 T asspas or HT, self- Enem.5-InOyGuard Guard RN C5500 SBS-SA None SBS-SA -45.0• stmcmral SKUROCKGypsum plate(Fat)May adhered concrete Flber Roof Board be used) Min. 22 ga., Min. 0.62S-Inch See Note 2 Type B, Grade DenaDeck DuaGuard (Drill-Tee31n. 1 per erft? Underfoot 2 Min.itae1.Guard Ene and PA Min. 1.5-inch EnergyGuard PA, SBS-SA or (Optional) SBS-TA, SC -SS 33 steel or or min. 0.5-Inch Ribbed WNalume 2 T or HT, sell. Eye AN OBSOO Weati erWatdl SBS-TA, APP TA -45.0- structural SKUROCKGypsum Plate(Rat)may adhered KT APP-TA concrete Fiber Roof Board be used) Min. 22 ga., Min. 0.625-inch See Note 2 Min. 1.5-Inch EnergyGuard RA, Type B, Grade DenaDack DuaGuard (Ond-Tec3 In. 1 pv Under -Root 2 EnergyGeard All, EnergyGuard RN SC-52 33 steel or Or In. 0.5-Inch albbed WNalume 2.T K or HT, suit. followed by min. 0.25-Inch DensDeck OBSOD SBS-SA None SBS-SA -45.0• structural SECUROCKGypsum Penn, (Rat) may adhered DuraGuanl or SECUROCK Gypsum-Flber concrete I Fiber Roof Board be used) Roof Board Min. 22 ga., Min. 0.625-Inch See Note 2 Min. 1.5-Inch EnergyGuard RA, Type B, Grade DemDecK DumGuaN (Drill-T 31n. 1 UnderRoof 2 EnergyGuard PER, EnergyGuard RN (Optional) SC-53 33 steel or or min. 0.5-Inch ME WNalume 2 T Rz or W, self- followed by min. 0.25-Inch DenaDeelc OB500 SBS-SA SBS-TA, SBS TA, <5.0' stiuctural SECUROCKGypsum plan, (Plat) may adhered DuraGuard or SECUROCK Gypsum -Fiber APP-TA APP TA concrete Fiber Roof Board be used) Roof Board Min. 22 ga., Min. 0.625-Inch Sea Note 2 Min. 1.5-thin EnergyGuard RA, Type B, Grade DensDe& DumGuaN (Drill-Tee31n. 1 per UnderRoof 2 EnergyGuaN RH, EnergyGuard AN Weatherefatch (Optional) SBS TA SC-54 33 steel or or min. 0.5-Inch attend Galvalume g y Ar or W, sell. followed by min. 0.25-inch DensDeck OB500 %T SEES-TA,APP-TA -45.0• stuctural SECUROCK Gypsum Plate(Rat)may adhered Prime or SECUROCK Gypsum-Flber Roof APP-TA concrete Fiber Roof Board be used) Board Min. 22 ga., Min. 0.625-inch Dens See Note 2 Min. 1.5-Inch EnergyGua d RH followed Type B, Grade Deck DuraGuard or (Drill-Tec 3In. 1 Undedtoof 2 by Min. O.S-inch EnergyGua d RH HD SBS-SA or (Optional) SC-55 33 steel or min. O.S-Inrb Mixet WNalume per 2'T� or Hr, self- Polylso Inaulatlon, EnergyGuard HO OB500 Weather Watch SBS-TA, SBS TA, 45.0• structural SECUROCK Gypsum plate (nat)may adhered Polylso leaulatlon, EmogyGuam HD Plus KI APP-TA APP-TA concrete Fiber Roof Board bra used) Polylso Inaulatlon ---_�� __.-... I_COLYAFFIICD BYSTEMS:._ - ,y4 .4ia•F�'i .I� Ica A.-"=1`Y� Min. 22 ga., Min. 0.625-Inch Dens Sea Note 2 Min. 1.5-Inch EnergyGuard RH followed Type B, Grade Deck puMluard or (Drill-Tec 3 N. 1 pef Under -Roof 2 by Min. 0.5-Inch EnergyGuard RH HD SBS-CA or SBS-CA SC-56 33 steel or min. 0.5-inch RlDeed WNalume 2TR' or HT, self- Polylso Inaulatlon, Ene y rgyGuad HD OBSOD SBS-CA-1 None or 5B5- -45.0• structural SECUROCK Gypsum plate (AaO may adhered Polylso Insulation, EnergyGuard HD Plus G-1 concrete Fiber Roof Board be asM) Polylso Insulation Etdedor Research and Design, LL . d/b/a TrinitylERD Evaluation Report 01506.11.04-RI2 for FL5680-R12 Corti of Authorization p9503 Revision 12: 04/25/2014 Prepared by: Robert Member, PE-59166 Appendix 1, Page 15 of 61 �I TRINITY ERD TABLE 2B-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Reaf Cover NDP No. Bee Note 1 ( ) Base Insulation layer (Psf) Type Fasteners Attach Base Ply Cap MuRANtRONAL Snarl Min. 22 ga., type B, (Optional) One or more 1 per 4.0 SBS-TA or (Optional) SBS-TA SC-57 Grade 33 steel or layers, any combination, loose Min. 0.25-inch DensDeck Prime See Note 2 ft2 APP-TA SBS-TA or or APP- -30.0• structural concrete laid APP-TA TA pB (Optional) 1 per 3.2 SBS-TA or iTAaor SC-58 Grade 33 steel or layers, combination, loose Min. 0.25-Inch DensDeck Prime See Note 2 ft2 APP-TA SBS oBAPPA -3].5• structural concrete laid APP-TA TA al) One or mom 1 per 4.0 SBS-TA or (Optionl) SBS-TA SC-59 Grade 33 steelpor layerrs,lany combination, loose Min. 0.625-inch DensDeck Prime See Note 2 R2 APP-TA SBS-TAaor or APP- -45.0• structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One 9r more . 1 per 213 SBS-TA or (Optional) SBS-TA SC-60 Gtle 33 steel or a layers, any combination, loose Min. 0.25-Inch DensDeck Prime See Note 2 R2 APP-TA SBS-TA or or APP- -45.0' structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or mare 1 per 3.2 SBS-TA or (Optional) SBS-TA SC-61 Gmde 33 steel or layers, any combination, loose Min. 0.5-Inch DensDeck Prime See Note 2 R2 APP-TA SBS-TA or or APP- -45.0- structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more 1 per 4.0 BP -AA, SBS- (Optional) BP- SBS-AA, SC-62 Gade 33 steel or layers, any combination, loose Min. 0.25-inch DensDeck, DensDeck Prime See Note 2 R2 AA AA, SBS-AA SBS-TA, -45.0' structural concrete laid APP-TA Min. 22 ga., type B, (Optional) One or more Min. 0.5-inch Fiber Base HD1 or Fiber Base 1 per 2.9 (Optional) SBS-AA, SC-63 Gmde 33 steel or layers, any combination, loose HD6 Bee NOW 2 R2 SBS-AA SBS-AA SBS-TA -45.0• structural concrete laid Min. 22 ga., type B, (Optional) One or more Min. 0.5-inch Stmaodek High Density 1 per 2.0 (Optional) (Optional) SBS-AA, SC-64 Gatle 33 steel or layers, any combination, loose Fiberboard Roof Insulation or EnergyGuard See Note 2 Itz SBS-AA 5 S_AA SBS-TA -05.0' structural concrete laid High Density Roof Fiberboard a Min. 22 ga., type B, (Optional) One or more Min. 0.25-Inch SECUROCK Gypsum -Fiber 1 per 2.0 BP -AA, SBS- (Optional) BP- AA SBS-AA, SBS-AA, SBS-TA SC-65 Gatle 33 steel layers, any combination, loose Roof Boats See Note 2 R2 AA, SBS-TA or SA -TA or arAPP- -45.0• structural concrete laid APP-TA APP-TA TA Min. 22 ga., type B, (Optional) One or more Min0.25-Inch SECUROCK Gypsum-Flber 1 per 1.6 SBS-AA, SBS- (Optional) SBS-AA, SC-66 Grade 33 steel or layers, any combination, loose Roi Bard See Note 2 ft2 TA APP-TA SBS-AA, SBS- SBS-TA, -52.5 structural concrete laid TA, APP-TA APP-TA Min. 22 layetrs,lanyOne 1 per 1.45 SBS-AA, SBS- SBS-oAnAa19BS- SC-67 Grade 33 steelpore combination, loose Min. 0.25-Inch DensDeck Prime See Note 2 R2 TA, APP-TA SBS-TA, -52.5 structural concrete laid TA, APP-TA APP-TA Min. 22 ga., type B, (Optional) One or more Min. O.5-Inch SECUROCK Gypsum -Fiber 1 per 1.78 SBS-TA, APP- (Optional) SBS-TA, SC-68 Grade 33 steel or layers, any combination, loose Roof Board See Note 2 ft2TA SBS-TA, APP- APP TA -52.5 structural concrete Iaitl TA Exterior Research and Design, LLC. d/b/a TranylERD Evaluation Report 01506.11.04-R12 for F1.5680-R12 Certificate of AuthorRelon #9503 Revklon 12: 04/25/2014 Prepared by: Robed Nleminen, PE-59166 Appendix 1, Page 16 of 61 V I RINITYIERD TABLE 2B-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAft-OFF) oR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MOP No. (Sea Nota 1) Base Insulation Layer (PSI) Type Fasteners Attach Base Ply Cap Min. 22 ga., type B, (Optional) One or more (Optional) BP- SBS-AA, SC-69 Grade 33 steel or layers, any combination, loose Min. 0.5-Inch SECUROCK Gypsum -Fiber See Note 2 1 per 1.78 BP -AA, SBS- AA, SBS-AA, SBS-TA -60.0 structural concrete laid Roof Board (#14 only) R2 AA SBS-TA or or APP- APP-TA TA Min. 22 ga., type B, (OpUonal) One or more Min. 0.25-inch DensDeck Prime or 1 per 1.33 SBS-TA, APP- (Optional) SBS-TA, SC-70 Grade 33 steel or layers, any combination, loose SECUROCK Gypsum-Flber Roof Board See Note 2 R2 TA SBS-TA, APP- APP-TA -60.0 structural concrete laid TA Min. 22 ga., type B. (Optional) One or more Min. 0.5-Inch Structodek High Density 1 per 1.0 (Optional) SBS-Aq, SC-71 Grade 33 steel or layers, any combination, loose Fiberboard Roof Insulation See Note 2 ft2 SBS-AA SBS-AA or SBS-TA -67.5 structural concrete laid SBS-TA SC-72 Min. 22 ga., Type B, Grade 33 steel or One or more layers, any Min. 0.375-inch SECUROCK Gypsum-Flber See Note 2 1 per 1.33 SBS-TA, APp- (Optional) SBS-TA, APP- SBS-TA, SBS-TA -67.5 structural wncvete combination, loose laid Beef Boartl re TA TA APP SC-73 Min. 22 ga., type B, Grade steel (Optional) One or more layers, any combination, loose Min. 0.25-inch DensDeck Prime or See Note 2 1 per 1.0 SBS-TA, APP- (Optional) SBS-TA, APP- SBS-TA, -97.5 structural concrete e laid SECUROCK Gypsum -Fiber Roof Board R2 TA TA APP TA SC-74 Min. 22 ga., type B, Grade 33 steel or (OPUonal) One or more layers, any combination, loose Min. 0.5-inch DensDeck Prime See Note 2 1 per 1.0 SBS-TA, APP- (Optional) SBS-TA, APP- SBS-TA, -105.0 structural concrete laid (#14 only) ft2 TA TA APP-TA Min. 22 ga., type B, (Optional) One or more Min. 0.5-inch SECUROCK Gypsum -Fiber See Note 2 1 per 1.0 (Optional) SC-75 Grade 33 steel or layers, any combination, loose Roof Beard (#14 only) (� APP-TA APP TA APP-TA -105.0 structural concrete laid Min. 22 ga., type B, (Optional) One or more Min. in. 0.5-inch SECUROCK Gypsum -Fiber See SNote 2 See 1 per 1.0 (Optional) SC-76 Grade 33 steel or layers, any combination, loose Board only) ft2 SBS-TA SB.S-TA 5B5-TA -120.0 structural concrete laid Sb.F-AGHEWNGSYlml Min. 22 ga., type B, (Optional) One or more Min. Inch SECUROCK Gypsum-Flber 1 par 3.2 (Optional) SBS-SA, SC-77 Grad. 33 steel or layers, any combination, loose RooBoard Boar See Note 2 R2 SBS-SA SBS-SA, SBS- SBS-TA, -30.0• stmctural concrete laid TA, APP-TA APP-TA SC-78 Min. 22 Grade 33 steel type layers, any0ne or more combinati n, loose Min. 0.25-inch SECUROCK Gypsum -Fiber See Note 2 1 per 3.2 WeatherWatch 585UTAaIAPP- SBS-TA, -30.0• stmctural concrete laid Roof Boartl %T TA APP-TA Min. 22 ga., type B, (Optional) One or more 1 per 4.0 WeaNerWalch (Optional) SBS-TA SC-79 Grade 33 steel or layers, any combination, loose Mill. 0.25-inch DensDeck Prime See Note 2 ft2 M SBS-TA or or APP- -30.0• structural concrete laid APP.TA TA Min. 22 ga., type B, (Optional) One or more (Optional) SBS-SA, SC-80 Grade 33 steel or layers, any combination, loose Min. 0.25-inch DensDeck DumGuard See Note 2 1 per 4.0 R2 SBS-SA SBS-SA, SBS- SBS-TA, -30.0• structural concrete I laid I I I I I TA, APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2D34 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 17 of 61 �I I RINITYJERD TABLE 213-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE CI MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MOP No. Note See 1 ( ) Base Insulation layer Type Fasteners Attach Base Ply Cap iPsTI type B, One or more 1 per 4.0 WeatherWatch iTAaAPP- SBS-TA, SC-81 Grade 33 steelor layers,anycombination, loose Min. 0.25-inch DensDeck DuraGuard See Note 2 ft2 xT SBS APP-TA -30.0' structural concrete laid TA e 0 1 per3.2 a SC-82 Grade 33 steel or layers,(Optional) anyombi combination, loose Min. 0.25-inch DensDeck Prime See None 2 MatherWa[ch SBS-TAor or APP- -37.5' structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more Min. 2.0-inch EnergyGuard RA, 1 per 4.0 (Optional) SBS-SA, SC-83 Grade 33 steel or layers, any combination, loose EnergyGuarE PH, EnergyGuard RN or See None 2 ft2 SBS-SA SBS-SA, SBS- SBS-TA, -37.5- structural concrete laid EnergyGuard Ultra TA, APP-TA APP-TA Min. 22 ga., type B, (Optional) One or more Min. 2-inch EnergyGuard POLY11SOINSUlAnON, EnergyGuard Ultra, 1 per 4.0 SBS-SA or (Optional) SBS-TA, SC-84 Grade 33 steel or layers, any combination, loose EnergyGuaM RA, EnergyGuaN RH, See None 2 R2 WeatherWatch SBS-TA, APP- APP-TA -37.5' structural concrete laid EnergyGuard RN M TA Min. 22 ga., type B, (Optional) One or more 0.3]5-inch SECUROCK Gypsum-Fber 1 per 2.] (Optional) SBS-SA, SC-85 Grade 33 steel or layers, any combination, loose RMin. Roof Board See Note 2 ft2 SBS-SA SBS-SA, SBS- SBS-TA, -45.0' structural concrete laid TA, APP-TA APP-TA or mom MIn. 0.25-Inch SECUROCK Gypsum -Fiber 1 per 2.0 WeatherWatch SC-86 Grace 33 steel or layerrs,1any0ne combinati n, loose Roof Board See Nate 2 19:2 XT SBS(OptiTAaar oBAPP- -45.0' stmcural concrete laid APP-TA TA Min. 22 One or more layers, MIn. 0.3]5-inch SECUROCK Gypsum -Fiber 1 per 2.] WeaNerWatch (OptSBS-TA, SBS-TA, SC-87 Grade 33 steelporB an)y ombination, loose Roof Boartl See Note 2 R2 M APP- APP-TA -45.0- structural concrete laid TA One or more 1 pe1122.13 eaNerWatch SC-88 Grade 33 steel or layers, an)y combination, lapse Min. 0.25-inch DensDeck Prime See Note 2 iiT SBS-TAaor or APP- -45.0' structural concrete laid APP-TA TA type B, (Optional)One or mom 1 o3.2 eatherWa[th A SC-89 Grade 33 steelor layers, an combination, n, loose Min. 0.5-Inch DensDeck Prime See Note 2 ft2 'Wcr SBS TA(Opdona or orA P -45.0- structural concrete laid APP-TA TA po8 One or 1 per SC-90 Grade 33 steel layers, any combination, loose Min. 0.625-Inch DensDeck Prime See Note 2 WeatherWatch SBS=ITAaor or APP- -45.0' structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more 1 per 2 7 (Optional) SBS-TA, SC-91 Grade 33 steel or layers, any combination, loose Min. 0.25-Inch DensDeck DuraGuard See Note 2 (t2 SBS-SA SB5-TA, APP- APP-TA -45.0' structural concrete laid TA Min. 22 ga., type B, (Optional) One or more 1 per 2.] WeaNerWatN (Optional) SBS-TA, SC-92 Grade 33 steel or layers, any ombination, loose Min. 0.25-inch DensDeck DumGuard See Note 2 ft2 %T SBS-TA, APP- APP-TA .45.0- structural concrete laid TA Min. 22 ga., type B, (Optional) One or more 1 per 2.0 (Optional) SC-93 Grade 33 steel or layers, any combination, loose Min. 0.25-Inch DensDeck DuraGuard See Note 2 R2 SBS-SA SBS-SA SBS-SA -45.0' structural concrete laid Exterior Research and Design, LLC. d/b/a TrinitylERO Evaluation Report 01506.11.04-R12 for FL5680-R12 CertiOrate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 18 of 61 �I I KINIIY I ERD TABLE 28-1: STEEL OR CONCRETE DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP Type Fasteners Attach Base Ply Cap No. (See Note I) (Psf) Min. 22 ga., type B, (Optional) One or more 1 per 2.0 Wea[her Watch (Optional) BS-TA S, SC-94 Grade 33 steel or layers, any combination, loose Min. 0.25-Intlil [ DensDeck DuraGua See Note 2 ft2 XT SBS-TA, APP- APP-TA -45.0' structural concrete laid TA Min. 22 ga., Type B, Min. 0.5-inch EnergyGuard RH HD Polylso SBS-SA or (Optional) ) SC-95 steel or One or mare layers, any Insulation, Ene rgyGuard HD Polyiso See Note 2 1 per 2 Ra Weather Watch SBS-TA, APP- SBS-TA, -45.0' structural ra sWclual concrete combination, min. 1.5-inch Insulation, EnergyGuard HD Plus Polylso. TA APP-TA Insulation Min. 0.625-Inch Dens Deck Prime, Dens Deck DuaGuard or Min. 1.5-inch EnergyGuard RH, loose laid, Min. 22 ga., Type B, min. 0.5-Inch SECUROCK fdllewed by min. 0.5-Inch EnergyGuard RH SBS-SA or (Optional) SC-96 Grade 33 steel or Gypsum -Fiber Roof Board, HD Polyiso Insulation, EnergyGuard HD See Nate 2 1 per 2 R' WeatherWatch SBS-TA, APP- SBS-TA, • -45.0' structural concrete loose -laid, covered with Polylso Insulation, EnergyGuard HD Plus XT TA APP-TA Wezmer-Watch %r, UnderRoof 2 PolYiso Insulation or UnderRoof HT, self -adhered Min. 22 ga., type B, (Optional) One or more Min. 1.5-Inch EnergyGuard RA, 1 per 2.0 (Optional) SBS-SA, SC-97 Grade 33 steel or layers, any combination, loose EnergyGuard RH, EnergyGuard RN or See Note 2 ft2TA, SBS-SA SBS-SA, SBS- SBS-TA, -05.0- structural concrete laid EnergyGuard Line APP-TA APP-TA Min. 22 ga., type B, (Optional) One or more Min. 5-inch EnergyGuard POLYISO 1. SBS-SA or (OpOenaU SC Grade 33 steel or layers, any combination, loose INSULATION, EnergyGuard Ultra, See No[e 2 1 per 2.0 WeatherWa[ch SBS-TA, APP- SBS-TA, _q5 0• structural concrete laid EnergyGuard RA, EnergyGuard RH, R2 M TA APP-TA EnergyGuard RN Min. 22 ga., type B, (Optional) One or more Min. 2.0-Inch EnergyGuard POLy150 (Optional) SC-99 Grace 33 steel or layers, any combination, loose INSULATION, EnergyGuard Ultra, See Note 2 1 per 3.2 SBS-SA SBS-TA, APP- SBS-TA, -45.0- structural concrete Ia10 EnergyGuard RA, EnergyGuard RH, R2 TA APP-TA EnergyGuard RN or EnergyGuard Ultra Min. 22 ga., type B, (Optional) One or more Min. 2-Inch EnergyGuard POLYISO (Optional) SC-100 Grade 33 steel or layers, any combination, loose INSULATION, EnergyGuard Ultra, See Note 2 1 per 3.2 WeatherWatch SBS-TA, APP- APP- SBS-TA, -05.0' structural concrete laid EnergyGuard PA, EnergyGuard RH, ft2 XT TA APP-TA EnergyGuard RN Mln. 22 ga., type B, (Optional) One or more Min. 2.0-Inch EnergyGuard RA, 1 per 20 (Optional) ptionS-SA ) SC-101 Grace 33 steel or loose layers, any combination,. EnergyGuard RH, EnergyGuard RN or See Note 2 ft2 SBS-SA S SBS-SA -45.0' shuctural concrete laid EnergyGuard Ultra Min. 22 ga., type B, (Optional) One or more 1 per 1.45 WeatherWatN (Optional) SBS-TA SC-102 Grade 33 steel or layers, any combination, loose Min. 0.25-inch DensDeck Prime See Note 2 SBS-TA or or APP- -52.5 structural concrete laid Nit XT APP-TA TA Min. 22 ga., type B, (Optional) One or more Min. 0.25-Inch SECUROCK Gypsum -Fiber 1 per 1.6 WeatherWatch (Optional) SBS-TA SC-103 Grade 33 steel or layers, any combination, loose Roo: Board See Note 2 Xr SBS-TA or Or APP- -52.5 structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more Min. 0.5-inch SECUROCK Gypsum -Fiber 1 per 1.78 WeatherWalch (Optional) SBS-TA SC-104 Grade 33 steel or layers, any combination, lease Roof Board I See Note 2 ft2 XT SBS-TA or or APP- -52.5 structural concrete laid I I I APP-TA TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 19 of 61 V I KININ I ERD TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE Ct MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover MDP No. (See Note I) Base Insulation Layer (Ps1) Type Fasteners Attach Base Ply Cap Min. 22 ga., type B, (Optional) One or more Min. 1.5-inch EnergyGuard! RA, 1 per 1.33 (Optional) SBS-TA, SC-105 Grade 33 steel or layers, any combination, loose EnergyGuaN Rif, EnergyGuard RNor See Note 2 R2 SBS-SA SBS-TA, APP- APP TA -60.0 structural concrete laid EnergyGuard Ultra TA Min. 22 ga., type B, (Optional) One or more Min. 1.5-inch EnergyGuard RA, 1 per 1.33 WeatherWatch (Optional) SBS-TA, SC-106 Grade 33 steel or layers, any combination, loose EnergyGuard PH, EnergyGuard RN See Note 2 (t2 XT APP- APP-TA APP-TA -60.0 structural concrete laid TA Min. 22 ga., type 0, (Optional) One or more Min. 2.0-inch EnergyGuard RA, I per 1.45 (Optional) SBS-TA, SC-107 Grade 33 steel or layers, any combination, loose EnergyGuard RH, EnergyGuard RN or See Note 2 � SBS-SA SBS-TA, APP- APP-TA -60.0 structural concrete laid EnergyGuard Uit a TA B One or mom Mln. 2-Inch EnergyGuard RA, EnergyGuardSee 1 per 1.45 Wea[herWatch SBS-TA, SC-108 Grade 33 steel or layers, an)y combination, loose RM, EnergyGuard RN Note 2 R2 XT SSS'TA, APP- APP-TA -6D.0 structural concrete laid TA Min. 22 ga., type B, (Optional) One or more Min. 2-Inch EnergyGuard POLYISO 1 per 1.78 SBS-SA or (Optional) SBS-TA, SC-109 Grade 33 steel or layers, any combination, loose INSULATION, EnergyGuard Ultra See Note 2 � WeatherWatch SBS-TA, APP- APP-TA -60.0 structural concrete laid XT TA Min. 22 ga., type B, (Optional) One or more Min. 0.25-inch DensDeck Prime or 1 per 1.33 WeaUMMatch (Optional) SBS-TA SC-110 Grade 33 steel or layers, any combination, loose SECUROCK Gypsum-Flber Roof Board See Note 2 � XT SBS-TA or or APP- -60.0 structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more Min. 0.5-inch SECUROCK Gypsum -Fiber See Nate 2 1 per 1.78 WeatherWatch (Optional) SBS-TA SC-111 Grade 33 steel or layers, any combination, loose Roof Board (#14 only) ft2 XT SBS-TA or or APP- -60.0 structural concrete laid APP-TA TA Min. 22 ga., Type B, (Optional) One or more Min. 1.5-Inch EnergyGuard! POLYISO 1 per 1.33 SBS-SA or (Optional) SBS-TA, SC-112 Grade 33 steel or layers, any combination, loose INSULATION, EnergyGuard Ultra See Note 2 R XT WeatherINatch SBS-TA, APP- APP-TA -67.5 structural concrete laid TA Min. 22 ga., Type B, One or more layers, any Min. 0.375-Inch SECUROCK Gypsum -Fiber 1 per 1.33 SBS-SA or (Optional) SBS-TA, SC-113 Grade 33 steel or combination, loose lald Roof Board See No 2 R2 WeatherWatch SBS-TA, APP- APP TA -67.5 stmcturel concrete xr TA Min. 22 ga., type B, (Optional) One or more Min. 0.25-Inch DensDeck Prime or 1 per 1.0 WeatherWatch (Optional) SBS-TA SC-114 Grade 33 steel or layers, any combination, loose SECUROCK Gypsum -Fiber Roof Board See Note 2 R2 XT SBS-TA or or APP- -97.5 structural concrete laid APP-TA TA Min. 22 ga., type B, (Optional) One or more Min. 0.5-Inch DensDeck Prime or See Note 2 1 per 1.0 WeatherWatch (Optional) SBS-TA SC-115 Grade 33 steel or layers, any combination, loose SECUROCK Gypsum -Fiber Roof Board (#14 only) R2 XT SBS-TA or or APP- -105.0 structural concrete I laid. I I I APP-TA TA VERRna.Srssai Min. 22 ga., type B, (Optlonap One or more Min. 2-Inch EnergyGuaN POLYISO (Optional) One or more SC-116 Gratle 33 steel er layers, any combination, loose INSULATION, EnergyGuard Ultra See Note 2 1 per 4 R2 B-LL BP -AA, SBS- SBS-AA -3].5' sWctural concrete laid AA Extedpr Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-1112 Certificate of Authorization #9503 Revision 12: 04M12014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 20 of 61 �I I KINITY I ERD TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER system Deck Base Insulation layer Top Insulation layer Roof Cover MOP Type Fasteners Attach Base Ply Cap No. (sea Note 3) (per Min. 22 ga., type B, (Optional) One or more (Optional) SC-117 Grace 33 steel or layers, any combination, loose Min. 1.5-inch EnergyGuard POLYISO See Note 2 1 per 2.0 B-LL One or more SBS-AA -45.0• structural concrete laid INSULATION R2 BP-AA,SBS- AA Min. 22 ga., type B, (Optional) One or more Min. 3.5-inch EnergyGuard RA, 1 per 2.0 (Optional) One or more SC-118 Grade 33 steel or layers, any combination, loose EnergyGuard RH, EnergyGuard RN See Note 2 R2 B-LL BP-M, SBS- SBS-AA -45.0• structural concrete [aid M Min. 22 ga., type B, (Optional) One or more (Optional) SC-119 Grace 33 steel or layers, any combination, loose Min. 2.0-inch EnergyGuard RH See Note 2 per 2.9 1 p 5-U. on or more SBS-M -45.0- structural concrete [aid R2 BP -AA, SBS- M Min. 22 ga., type B, (Optional) One or more (Optional) SC-120 Grade 33 steel or layers, any combination, loose Mln. 1.5-Inch EnergyGuard Ultra See Note 2 1 per 3.2 B LL One or more S35-M -45.0• tr suctural concrete laid R2 BP-M, SBS- M Min. 22 ga., type B, (Optional) One or more SC-121 Grade 33 steel or layers, any combination, loose Min. 2.5-Inch EnergyGuard RA See Note 2 1 per 4.0 B-LL BP-M, SBS- SBS-M -45.0• structural concrete lain R2 M SC-122 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 3-inch EnergyGuard RH, EnergyGuard See Note 2 1 per 3.2 13LL (Optional) One or more SB5-M structural concrete Iaitl RN R2 BP-M, SBS- -45.0• M SC-123 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 3-inch EnergyGuard POLYISO See Note 2 1 per 3.2 B LL (Optional) One or more structural concrete laid INSULATION R2 BP-M,SBS- SB5-M -45.0- M SC-124 MN. 22 ga., type B, Gmde 33 steel or (Optional) One or more layers, any combination, loose Min. 3-Inch EnergyGuard POLYISO See Note 2 1 per 4 R2 S-LL One or more BP-M, SBS- SBS-M -05.0• structural concrete laid INSULATION M ligim Min. 22 ga., type B, (Optional) One or more (Optional) SC-125 Grade 33 steel or layers, any combination, loose Min. 1.5-Inch EnergyGuard POLYISO See Note 2 1 per 2 R2 B-LL One or more SBS-M -52.5 structural concrete laid INSULATION BP-M, SBS- 60M M Min. 22 ga., type B, (Optional) One or more (Optional) -52.5 SC-126 Grade 33 steel or layers, an combination, loose y Min. 2-Inch Ene rgyGuaM RH See Note 2 1 per 2 R2 B-LL One or more SBS-M structural concrete laid BP-M, SB5- M Min. 22 ga., type B, a (Optional) One more (Optional) SC-327 Grade 33 steel layers, any combination, loose bi Min. 2.0-Inch EnergyGuard Ultra See Note 2 1 per 2.0 B-LL One,. more SBS-M -60.0 stmaural concrete laid R2 BP-M, SBS- M Exterior Research and Design, L-C. d/b/a TrmitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Aumorization A9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 21 of 61 �I I KINIIY I ERD TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MOP No. 1 Note See ( ) Basa Insulatlon Layer iPsfl Type Fasteners Attach Base Ply Cap Min. 22 ga., type B, (Optional) One or mare Min. 2-inch EnergyGuard POLYISO (Optional) One or more -60.0 SC-128 Grade 33 steel or layers, any combination, loose INSULATION See Nate 2 1 per 2 R2 B-LL BP -AA, SBS- SBS-AA rtmcWral concrete laid AA qF Min. 22 ga., type 8, (Optional) One or more Min. 2-inch EneMyGuard RA, EnergyGuard 1 per 1.45 (Optional) One or more SC-129 Grade 33 steel or layers, any combination, loose RH, EnergyGuard RN See Note 2 R2 B-LL BP -AA, SBS- SBS-AA -67.5 structural concrete laid AA SC-130 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 3-inch EnergyGuaM RH, EnergyGuard See Note 2 1 per 1.6 B LL (Optional) One or more SSS-AA -67.5 structural concrete laid RN R2 BP -AA, SBS- AA Min. 22 ga., type B, (Optional) One more Min. 2-Inch EnergyGuaN POLYISO 1 per 1.45 One or m(Optional) ore -75.0 SC-131 Grade 33 steel layers, any combibi nation, loose INSULATION See Note 2 R2 B.LL BP -AA, SBS- SBS-AA 9F sme ctural concrete Ia10 AA Min. 22 ga., type B, (Optional) One or more 1 per 1.45 (Optional) One or more SC-132 Grade 33 steel or layers, any combination, loose Min. 2.0-inch EnergyGuard Ultra See Note 2 R2 B-LL BP -AA, SBS- SSS-AA -75.0 structural concrete laid AA Min. 22 ga., type B, (Optional) One or more Min. 2-Inch EnergyGuard POLYISO 1 per 1.45 (Optional) One or more SBS-AA (ASTM -82.5 SC-133 Grade 33 steel or layers, any combination, loose INSULATION or EnergyGuard RH See Note 2 ft2 B-LL BP -AA, SBS- D6164, shuctu2l concrete laid Polyester only) Min. 22 ga., type B, (Optional) One or more Min. 3-inch EnergyGuard POLYISO 1 per 1.6 (Optional) One or more SC-134 Grade 33 steel or layers, any combination, loose INSULATION See No[e 2 ft2 B LL BP -AA, SBS- SBS-AA -82.5 structural concrete laid AA Min. 22 ga., type B, (Optional) One or more 1 per 1.0 (Optional) One or more SC-135 Grade 33 steel or layers, any combination, loose Min. 0.25-Inch DensDeck See Note 2 R2 B LL BP -AA, SBS- SBS-AA -82.5 structural concrete laid AA Min. 22 ga., type B, (Optional) One 9r more Min. 0.25-inch DensDeck Prime or 1 per 1.0 (Optional) One or more SC-136 Grade 33 steel layers, any combination, loose SECUROCk Gypsum -Fiber Roof Board See Note 2 R2 B-LL SP-AA, SBS- SBS-AA -97.5 ee structural concrete laid AA Cotn-APPu SmTluls: SC-137 Min. 22 ga., type B, Gmde 33 steel or (Optional) One or more layers, any combination, loose Min. 0.5-Inch EnergyGuard High Density See Nate 2 1 per 2.0 BP -CA None SBS-CA -45.0- structural concrete laid Roof Fiberboard R2 Examor Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-RIZ Certificate of Authorhatlon Y9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 22 of 61 " I RININ ERD TABLE 2B-1: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation layer Roof Cover MDP Type Fasteners Attach Base Ply Cap No. (Sea Note 1) (Psf) Min. 22 ga., type B, (Optional) One or more Min. 0.25-inch SECUROCK Gypsum -Fiber 1 per 4.0 SC-138 Grade 33 steel or layers, any combination, loose Roof Board Note 2 R2 SBS-CA None SBS-CA structural concrete laid SC-139 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 1.5-inch EnergyGuard RH or See Note 2 1 per 2.0 SBS-CA-1 None SBS-CA- 45.0' structural concrete laid EnemyGuard RN R2 1 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 2 inch EnergyGuard RH or See Note 2 S 1 per 2.9 S05-CA-1 None SBS-CA- -45.0' sWctural concrete Iaitl EnergyGuard RN ft2 1 SC-141 Min. 22 ga., type B, Grade 33 steel or (Optional) One or more layers, any combination, loose Min. 0.25-Inch DensDeck Prime or See Note 2 1 per 2.0 SBS-CA-1 None SBS-CA- -45.0' structural concrete laid SKUROCK Gypsum -Fiber Roof Board R2 1 Min. 22 ga., Type 0, Min. 0.5-Inch EnergyGuard RH HD Polylso SBS-CA SC-142 33 steel One or mare layers, any Insulation, EnergyGuard HD Polylso See Note 2 1 per 2 ft SBS-CA or SBS-CA-1 None or SBS- -45.0' StNC[UraI concrete structadeural et combination, min. I.5-Inch Insulation, EnergyGuard HD Plus Polylso 4ZA"1 Insulation Min. 0.625-incn Dens Deck Prime, Dens Deck DaraGuard or Min. 1.5-Inch EnergyGuard RH, loose laid, Min. 22 ga., Type B, min. 0.5-Inch 5KUROCK followed by min. 0.5-Inch EnergyGuard RH SBS-CA SC-143 Greek 33 steel or Gypsum -Fiber Roof Board, HD Polylso Insulation, EnergyGuard HD See Nate 2 1 per 2 Rr SBS-CA or None or SBS- -4S.0' structural concrete loose -laid, covered Man Polylso Insulation, EnergyGuard HD Plus SBS-Cq-1 CA-1 9leat6er-Watch XI, UnderRoof 2 Polylso Insulation or UnderOoof Hi, self -adhered Min. 22 ga., Type B, See Note 2 SC-144 Grace 33 steel or One or mare layers, any Min. 0.25-Inch SECUROCK Gypsum -Fiber (A=Tmc 1 per 1.33 SBS-CA-1 None SBS-DA- -52.5 structural concrete combination, loose laid Roof Board Flat Plates ttr 1 only) Min. 22 ga., Type B, (OpUanal) One or more Min. 1.5-inch EnergyGuard RA, SC-145 Grade 33 steel or layers, any combinatlon, loose EnergyGuard W, EnergyGuard RN, See Nale 2 1 per 1.33 SBS-CA-1 None SBS-CA- structural concrete laid EnergyGuard POLYISO INSULATION, Rr 1 EnergyGuard Ultra SC-146 Min. 22 ga., Type B, Grace 33 steel or (Optional) One or more layers, any combination, loose Min. 2-inch EnergyGuard POLYISO See Note 2 1 per 1.78 SBS-CA-1 None SBS-CA- -67.5 structural concrete laid INSULATION, EnergyGuard Ultra Rr 1 SC-147 Min. 22 ga., Type B, Grade 33 steel or One or more layers, any Min. 0.375-inch SECUROCK Gypsum -Fiber See Note 2 1 per 1.33 SBS-1ZA-1 None SOS-CA- structural ci aCRt¢ combination, loose Iaitl Roof Board R' 1 -67.5 HYBWD HM/COLO-Aupuiao SYSTEMS: SC-148 Min. 22 ga., type B, steel One or more layers, any Min. 0.25-Inch DensDeck, DensDeck Prime See Note 2 1 per 4.0 None Two BP -AA SBS-CA- -45.0' et sWcturel concrete eruct ra combination, loose laid or SECUROCK Gypsum -Fiber Roof Board Rt 1 Exterior Research and Design, LLC. d/b/a TNnityIERD Evaluation Report 01506.11.04-R12 for FL5680-R22 Certificate of Authorization A9503 Revision 12: 04/25/2014 Prepared by: Robert Mummer, PE-59166 Appendix 1, Page 23 of 61 \l TRINITYJERD TABLE 2B-1: STEEL OR CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Tap Insulation Layer Roof Cover MOP No. (See Note 1) Base Insulation layer (Psfl Type Fasteners Attach Base Ply Cap Min. 22 ga., type B, (Optlonal) One or more 1 per 2.6] -C SBSA- SC-149 Grade 33 steel or layers, any combination, loose Min. 0.25-Inch DensDeck DuraGuard See Note 2 fit None Two BP -AA 1 -45.05 sWctural concrete laid See Note 2 SC-150 Min. 22 ga., Type B, Grade 33 steel or One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber (AccuTmc 1 per 1.33 None Two BP -AA SBS-CA- -52.5 structural concrete combination, loose laid Roof Board Flat Plates fir 1 only) Exterior Research and Design, LLC. tl/b/a TrinityjERD Evaluatlon Report 01506.11.04-R12 for 1 5660-1112 Certificate of Aubtariiatlon C9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 24 of 61 , I KINITYIERD TABLE 213-2: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: BONDED AND MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation layer Root Cover MDP Type Adhesive & Fasteners Attach Base Ply Cap No. (See Nate 1 (Psi) maraeriom" Svmri Min. 22 ga., type B, Min. 2.0-Inch EnergyGua,d Min. 0.25-inch Adhesive: OB500 Atlhesive: 12-Inch o.c. (Optional) SOS -TA SC-151 Grade 33 steel or RA EnergyGuard RH, EnergyGuaM RN or DensDeck Fasteners: Drill-Tec XHD B Fasteners: 1 per 1.33 SBS-TA or APP-TA SBS-TA or or APP- -97.5 stuctural concrete EnergyGuard Ultra, Loose-Laltl prime Drill-Tec Plates R2 APP-TA TA SELF-ADNilcs,Q SYmi Min. 22 go., type B, Min. 2.0-Inch EnergyGuard Min. 0.25-Inch Adhesive: OB500 Adhesive: 12-loth o.c. SBS-SA or (Optional) SBS-TA SC-152 Grade 33 steel or RA EnergyGuard PH, EnergyGuard RN or DensDe& Fasteners: Drill-Tec XHD & Fasteners: 1 per 1.33 Weather- SBS-TA or or APP- -97.5 structural concrete EnergyGuard Ulha, Loose -laid prime Drill-Tec Plates R2 Watch Xf APP-TA TA TABLE 2C: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation layer(s) Base or Anchor Sheet Roof Cave, MOP No. (Sea Note 1) Type Attach Base Fasteners Attach Ply Cap (Psf) CONVEnnONAL S... Min. 22 ga., type B, Grade 33 steel One or more louse- GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultlma 24-Inch o.c. at min. 2-Inch laps BP -AA, SC-153 or min. 2,500 psi layers, any laid Base Sheet or GAFGLAS Stratavent Bee Note 2 and 24-inch o.c. in two, equally SBS-AA SBS-AA -30.0' structrual concrete combination Eliminator Nailable Venting Base Sheet spaced, staggered center rows Min. 22 ga., type One of more GAFGIAS #75 Base Sheet, TrI-Ply #75 IB-Inch o.c. a[ min. 2-Inch laps SC-154 B, Grade 33 steel layers, any loose- Base Sheet, GAFGIAS #80 Ultlma See Note 2 and 18-Inch o.c. in two, equally BP AA SBS-AA -37.5- or min. 2,500 psi sbuctrual concrete combination laid Base Sheet or GAFGLAS Stratavent Eliminator Nailable Venting Base Sheet spaced, staggered center rows SBS Min. 22 ga., type One or more GAFGIAS #75 Base Sheet, Trl-Ply #75 18-Inch o.c. at min. 2-Inch laps SC-155 B, Grade 33 steel layers, any loess- Base Sheet, GAFGIAS #80 Ullima See Note 2 anti 18-Inch o.c. In three, BP -AA, SBS-AA -45.0- or min. 2,500 psi combination laid Base Sheet or GAFGIAS Stratavent and spaced, staggered SBS-AA stmctrual concrete Eliminator Nailable Venting Base Sheet center rows Min. 22 ga., type One or more GAFGIAS #75 Base Sheet, Trl-Ply #75 12-Inch o.c. at min. 2-Inch laps SC-156 B, Grade 33 steel layers, any Loose- Base Sheet, GAFGLAS #80 Ultima See Note 2 and 38-Inch o.c. In three, SBS-TA, SBS-TA, ofmin.2,500psi combination laid Base Sheet of GAFGIAS Stratavent equally spaced, staggered APP-TA APP-TA .45,0- structual concrete Eliminator Nailable Venting Base Sheet center rows Min. 22 ga., type One or more GAFGIAS #75 Base Sheet, Trl-Ply #75 12-Incl, o.c. at min. 3.5-Inch SC-157 B, Grade 33 steel layers, any lmse- Base Sheet, GAFGLAS #80 Uitima See Note 2 laps and 12-inch o.c. In three, SBS-AA SBS-AA, -45.0- or min. 2,500 psi combination laid Base Sheet or GAFGIAS Stratavent equally spaced, staggered SBS TA slructrual concrete Eliminator Nailable Venting Base Sheet center rows Exterior Research and Design, 11C. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FIS680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Mammon, PE-59166 Appendix 1, Page 25 of 61 V I RINIIY I ERD TABLE 2Ct STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE Dt INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Wyer(s) Base or Anchor Shea Roof Cover MOP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap Uni f) Min. 22 ga., type One or more SC-158 B, Grade 33 steel layers, any aye.,combinationnylaid Loose- Ruberold Dual Smoot, Ruberoid MOP See Note 2 18-Inch o.c. at min. 3.5-Inch (Optional) SBS-TA -45.0• or min. 2,500 psi Smooth, Ruberoid MOP Smoot 1.5 laps SBS-TA stractrual concrete Min. 22 ga., type One or more SC-159 B, Grade 33 steel layers, any Loose- Ruberold MOP Smooth 1.5 See Nate 2 18-Inch o.c. at min. 3.5-Inch BP -AA, SBS-AA -45.0- or min. 2,500 psi combination laid laps SBS-AA struGmal concrete Min. 22 ga., type Drill-Tec 2 in. Barbed OR -centered in to lap by 0.5- 8, Grade 33 steel One or more [nose- Plata with Drill-Tec inch towards to sheet -edge (Optional) SC-160 or min. 2,500 psi layers, any laid Ruberoitl MOP Smooth 1.5 #12 (steel only) or and spaced IB-Inch o.c. within SBS-TA SBS-TA -45.0' stroarual concrete combination #14 the min. 4-inch wide, heat - welded laps Min. 22 ga., type 8, Grade 33 steel One or mare Loose- Drill-Tec Batten Bar IS -Inch o.c. within min. 4-Inch (Optional) SC-161 or min. 2,500 psi layers, any laid Ruberoid MOP Smooth 1.5 with Drill-Tec *12 wide, heat -welded laps SBS-TA SOS -45.0' stmctrual concrete combination (steel only) or #14 Min. 22 ga., type One or mare Drill-Tec 2 in. Barbed Grade B, Gtle 33 steel layers, any loose- Ruberold SBS Heat -Weld Smooth Plates with Drill-Tec 12-Inch o.c. within min. 4-Inch (Optional) SOS -TA -45.0' or min. 2,500 psi Comna bition laid #12 (steel only) or wide, heat -welded laps SBS-TA structrual concrete #14 Min. 22 ga., type One or more SC-163 B, Grade 33 steel layers, any oose- Ruberoid Dual Smoot, Ruberoid MOP See Note 2 12-Inch o.c at min. 3.5-Inch (Optional) SBS-TA -52.5 or min. 2,500 psi combination laid Smoot, Ruberoitl MOP Smoot 1.5 laps SBS-TA staLtmal Concrete Min. 22 ga., type Drill-Tec 2 in. Barbed Off -centered in the lap by 0.5- B, Grade 33 steel One or more Looms _ Plates with Drill-Tec Inch towards to sheet -edge (Optional) SC-169 or min. 2,500 psi layers, any laid Ruberoitl MOP Smoot 1.5 #12 (steel only) or and spaced 12-inch o.c within SBS-TA SBS-TA -52.5 sWRmal concrete combination #14 the min. 4-Inch wide, heat- welded laps Drill-Tec 2-3/8 in. Off -centered in the lap by 0.25- Min. 22 ga., type One or more Louse- Barbed XHD Plates or Inch towards the sheet -edge (Optional) SC-165 B, Grade 33 steel layers, any laid Ruberoitl MOP Smoot 1.5 Drill-Tec Eyehook and spaced 12-inch o.c within SBS-TA SBS-TA -67.5 combination AccuSeam Plates with the min. 5-Inch wide, heat- Drill-Tec XHD welded laps SC-166 One or mare layers, any Le Ruberoitl MOP Smooth 1.5 r 12-Inch o.c. witin min.4 Inch SB.S ptiTAal) SBS-TA -67.5 B, Grade 33 Met combination lddse- wit Drill -Tic XHD wide, heat -welded! laps Min. 22 ga., type One or more GAFGtAS *80 Ultima Base Sheet or 6-Inch o.c. at min. 3.5-Inch laps SC-167 B, Grade 33 steel layers, any loose- GAFGLAS Stra[avent Eliminator See Note 2 and 12-Inch o.c. in three, SBS-PA SBS-AA, -82.5 or min. 2,500 psi combination laid Nailable Venting Base Sheet equally spaced, staggered SBS-TA structmal concrete center rows Exterior Research and Design, aC. d/b/a TrinitylERD Evaluation Report 01506.31.04-R31 for F 680-R32 Certificate of Aunorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 26 of 61 , TRININ I ERD TABLE 20 STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDp No. (Sea Note 1) Type Attach Base Fasteners Attach Ply Cap (PGO Min. 22 ga., type One or more layers, min. 6-inch o.c. at min. 3.5-Inch laps SC-168 B, Grade steel 1.5-inch, min. Wose- GAFGllS #80 Ultimo Base Sheet See Nate 2 and 12-Inch o.c. in three, 5B5-TA, SBS-TA, -82.5 5 or min. 2,Son psi 16 od, any laid equally spaced, staggered APP-TA APP-TA siNiNal concrete combination Center rows Min. 22 ga., type One or more layers, min. See Note 2 (onnaec3• sro,mmsmanau; ono-rm 6-Inch o.c. at min. 3.5-Inch laps p SC-169 B, Grade 33 steel 1.5-Inch, min. Loose- GAFGI-AS A75 .tw 35 (aeeBwmn-r and 12-Inch o.c. In three, SBS-TA, SBS-TA, -82.5 or min. 2,500 psi 16 pcf any laid xreu'rvv, xo s 3 equally spaced, staggered APP-TA APP-TA struRrval concrete combination Mmrnan rnry) center rows Min. 22 ga., type One or more layers, min. 18-inch o.c. at min. 3.25-inch SC-170 B, Grade 33 steel 1.5-inch, min. Loose- Rubercitl MOP Smooch 1.5 See Note 2 laps and 18-Inch o.c. In two, BP -AA, SBS-AA -305.0 or In. 2,500 psi 16 pcf, any laid equally spaced, staggered SBS-AA structrual concrete combination censer rows Min. 22 ga., type One or more SC-171 B, Grade 33 steel layers, any Loose- Ruberaitl Dual Smooch, Ruberoltl MOP See Noce 2 6-Inch o.c. at min. 3.5-Inch laps (Optional) SBS-TA -312.5 or min. 2,500 psi combination laid Smooth, Ruberoid MOP Smooth 1.5 SBS-TA . strvGrual concrete Min. 22 ga., type One or more B, Grade 33 steel layers, min. Loose- 6-Inch o.c. at min. 3.5-Inch laps (Optional) SC-172 or min. 2,500 psi 1.5-inch, min. laid GAFGIAS #80 UIUma Base Sheet See Note 2 and 6-Inch o.c. in three, equally SBS TA SBS-TA -150.0 structrual concrete 16 pcf, any spaced, staggered center rows combination Min. 22 ga., type One or more layers, min. 2- Drill-Tec A34 Fasteners with Drill -Tex 23/8In. 6-Inch o.c. at min. 3.25-Inch SC-173 e, Grade 33 steel inch, min. 16 Loose Ruberoid Mop Smooth 1.5 Ended XHD Plates or laps and 6-Inch o.c. ree, in th SBS-TA SBS-TA -150.0 ormin. 2, psi Pcf, any laid Drill-Tec Eyehook equally spaced, staggered strvttrual con combination AcaSeam Plates center rows Min. 22 ga., type One or mare See Nate 2 recur-Tw3• (Optional) B, Grade 33 steel layers, min. lmse- sr wrosrRr craze; owaw 6-Inch o.c. at min. 3.5-Inch laps Ruberoid SC-174 or min. 2,500 psi 1.5-inch, min. Isid GAFGLAS Y75 ♦sw 3s loco wprtn-rx xeewLNyA54PRmang and 5-Inch o.c. In three, equally SBS Heat. SBS-TA -I50.0 structrual concrete 16 pcF, any vaumwasemaed.,m e3• spaced, staggered center rows weld combination Memnmwr) Sirocco SEtr-ADHERING SYSTEMS: Min. 22 ga., type One or more 12-Inch o.c. at min. 3.5-Inch (Optional SBS-SA, :1 SC-175 B, Grade 33 steel layers, any Loose- Liberty MA Mechanically Attached Base See Note 2 laps and 18-Inch o.c. in two, SB.S-5A, I TA or min. 2,500 psi combination laitl Sheet equally spaced, staggered SBS-TA or or APP-7-311- structrual concrete center rows APP-TA TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for F35680-1112 Certgicate of Authorization R9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 27 of 61 �I TPJNITY J ERD TABLE 2C: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Sartam Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (Sea Note 1) Type Attach Base Fasteners Attach Ply Cap (Psf) Min. 22 ga., type Min. 1.5-Inch, 9-inch o.c. at min. 4-Inch laps SC-176 B, Grade 33 steel One or more loose- Liberty MA Mechanically Attached Base See Note 2 and 9-Inch o.c. In Mo, equally (Optional) SBS-SA -37.5 or min. 2,500 psi layers, any laid Sheet spaced, staggered center rows SBS-SA ry structal concrete combination Min. 22 ga., type B• Grade 33 steel One or more Loose- SBS Self -Adhering Base/Ply 12-Inch o.c. at min. 3.5-Inch (Optional) SC-177 or min. 2,500 psi layers, any laid Sheet Sheet See Note 2 laps and 18-inch o.c. in one SBS-SA SBS-SA -45.0- structrual concrete combination center row COIn-APPLIED SMFEMS: - Min. 22 ga., type One or more SBS-CA SC-178 B, Grade 33 steel layers, any logse- Ruberoftl MOP Smooth 1.5 See Note 2 18-inch o.c. at min. 3-Inch laps None or SBS- -30.0- or min. 2,500 psi combination laftl CA-1 Structrval mncrete Min. 22 ga., type One or mare 12-Inch o.c. at min. 3-Inch laps SBS-CA SC-179 B, Grade 33 steel layers, any Loose- Ruberoid 20 See Note 2 and 12-Inch o.c. In two, equally None or SBS- -45.0- or min. 2500 psi or min. 2, , combination combination laid rows staggered center ro CA-1 concrete Min. 22 ga., type One or more 12-Inch o.c. at min. 2-Inch laps SC-180 B, Grade 33 steel la layers, any loose- GAFGLAS #75 Base Sheet, TN -Ply #75 See Note 2 an 12-Inch o.c. In three, None SBS-CA -45.0- ormin, 2,500psi combination laid BSht Base Sheet equally spaced, staggered sWiNal Concrete center ro.s Min. 22 ga., type One or more 24-Inch o.c. at in. 3-Inch laps SBS-CA SC-I81 B, Grade 33 steel layers, any Loose_ laid Ruberold MOP Smooth 1.5 See Nate 2 and 24-Inch o.c. In Mo, equally None or SBS- -4S.0 or min. 2,500 psi combination spaced, staggered center rows CA-1 ry stctrual concrete Min. 22 ga., type One or more GAFGWS #80 U10ma Base Sheet or 6-Inch o.c. at min. 3.5-inch laps SBS-CA SC-182 B, Grade 33 steel rs, any Iawmbinahon Loose- GAFGand tavent for See Note 2 12-Inch o.c. In three, SBS-CA at "82.5 or min. 2,500 psi laid Nallable Ven[StrIng BaseSheet equally spacetl, staggered 2.0 gal/sq. yal/sq. structrval concrete center rows Exterlar Research and Design, Li-C. d/b/a Trinity l ERD Evaluation Report 01506.11.04-R12 for FL5680-RI2 Certificate of Authorization #9503 Revision 12: 04/2512014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 28 of 61 JI KINITY I ERD TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE INSULATION LAYER ONLY) System Deck Base Insulation Layer Roof Cover MDP No. (Bee Note 1) Type Attach Base Ply Cap (Pan Coxvexnoxu s aimals werN omE INw_ unoN Lam ONLY C-1. Primed concrete Min. 0.75-inch EnergyGuard Perlite Roof mogeneaus) Insulation(hO HA BP AA SBS AA (Optional) One or more BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -140.0 C-2. Primed concrete Min. 0.5-inch EnergyGuard Perlite Recover Board HA BP -AA, SBS-AA (Optional) One or more BP -AP, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA _165.0 C-3. Primed concrete Min. 0.5-Inch EnergyGuard High Density Roof Fiberboard HA BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -165.0 C-4. Primed concrete Min. 1.5-Inch EnergyGuard Composite HA BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA SBS-AA, SBS-TA or APP-TA -2]0.0 C-5. Concrete Min. 0.5-inch EnergyGuard High Density Roof Fiberboard OB500 BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -165.0 C-6. Concrete Min. 0.25-inch DensDeck Prime OB500 SBS-TA (Optional) One or more SBS-TA SBS-TA -300.0 C-7. Concrete Min. 0.5-inch EnergyGuard High Density Roof Fiberboard GAF 2-Part, CR-20 BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA Cr APP-TA -165.0 C-8. Concrete Min. 0.25-inch DensDeck Prime GAF 2-Part, CR-20 SBS-TA (Optional) One or more SBS-TA SBS-TA -245.0 SELr-ADNEWN6 Sys err; WIiN Base IN an"nox LAYfR ONLY C-9. Primed concrete Min. 1.5-inch EnergyGuard Ultra HA SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-SA, SBS-TA, APP-TA _g0.0 C-10. Primed concrete Min. 0.25-Inch DensDeck DumGuard HA SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-SA, 5B5-TA1 APP-TA _127.5 C-11. Primed concrete Min. 0.25-inch DensDeck DuraGuard HA Weathemyatch Kr (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -127.5 C-12. Primed concrete Min. 1.5-inch EnergyGuard RN HA SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-TA, APP-TA -210.0 C-13. Primed concrete Min. 1.5-inch EnergyGuard RN HA WeatherWatch X (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -210.0 C-14. Primed concrete Min. 1.5-Inch EnergyGuard RA HA SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-TA, APP-TA -217.5 C-15. Primed concrete Min. 1.5-inch EnergyGuard RA HA Weatha,ymtch, KT (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -217.5 C-16. Concrete Min 0.5-Inch Stmc odek High Density Floorboard Roof Insulation OB500, 6-inch O.C. SBS-SA (Optional) SBS-SA ) SBS-SA -I10.0 C-17. Concrete Min. 0.25-inch DensDeck DumGUard C5500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 Concrete Min. ner.5-nc IncRN h EnergyGuard! RA, EneEnergyGuardC-18. MinRH, Euard OB500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 C-19. Concrete Min. 0.25-inch DensDeck OB500 SBS-SA (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -122.5 C-20. Concrete Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board OB500 SBS-SA or WeatherWatch XT (Optional) 585-TA or APP-TA SBS-TA or APP-TA -137.5 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for F15680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 29. of 61 �l I KINIIY I ERD TABLE 3A-1: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE INSULATION LAYER ONLY) system Deck Base Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Base Ply Cap (Pan C-21. Concrete Min. 1-inch EnergyGuaM RN 0B Sao SBS-SA or Weather Watch n (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -162.5 C-22. Concrete Min. 0.25-inch DensDeck primed with ASTM 0B500 SBS-SA (Optional) SBS-TA or APP-TA SBS-TA or APP-TA -167.5 D41 primer C-23. Concrete Min. 0.5-Inch EnergyGuard POLYISO 013500 SBS-SA or (Optional) SBS-TA Or APP-TA SBS-TA or APP-TA -232.5 INSULATION, EnergyGuaM Ultra WeatherWatch XT C-24. Concrete MIn.0.25-Inch SECUROCK Gypsum -Fiber Roof 05500 SBS-SA or (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -285.0 Board primed! with ASTM D41 primer WeatherWatch XT C-25. Concrete Min. 0.25-Inch DansDedc Prime 08500 Weather atch XT (Optional) SBS-TA SBS-TA -300.0 C-26. Concrete Min. 0.5-Inch EnergyGuard POLYISO LRF-M SBS-SA or (Optional) 505-TA or APP-TA SBS-TA or APP-TA -232.5 INSULATION, EnergyGuard Ultra Weatherwatch %T C-27. Concrete Min. 1.5-Inch EnergyGuard RN GAF 2-Part, CR-20 SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-TA, APP-TA -210.0 C-28. Concrete Min. 1.5-Inch EnergyGuard RN GAF 2-Part, WeatherWatch XT (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -210.0 CR-20 C-29. Concrete Min. 1.5-inch EnergyGuaM RA GAF 2-Part, CR-20 SB5-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-TA, APP-TA -217.5 C-30. Concrete Min. 1.5-inch EnergyGuaM RA GAF 2-Part, CR-20 Weather Watch XT (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -217.5 C-31. Concrete Min. 0.25-Inch Dens0eck Prime GAF 2-Part, CR-20 WeatherWatch XT (Optional) SBS-TA SBS-TA -245.0 VENRNG SYGiEMs wIM BASE INSUTATLGN LAYER ONLY _ C-32. Primed concrete Min. 1.5-Inch EnergyGuard RA, EnergyGuard HA B-LL (Optional) One or more BP -AA, SBS-AA -150.0 RH, EnergyGuard RN SBS-AA C-33. Primed concrete Min. 1.5-inch EnergyGuard RA, EnergyGuard HA B-LL One or more BP -AA, SBS-AA SBS-TA or APP-TA -150.0 RH, EnergyGuard RN C-34. Primed concrete Min. 0.5-inch EnergyGuard POLYISO HA B-11 (Optional) BP -AA, SBS-AA SBS-AA -150.0 INSULATION, EnergyGuard Ultra C-35. primed concrete Min. 0.5-inch EnergyGuaM RN HA B-LL SBS-AA SBS-AA -172.5 Primed concrete Min. 1.5-Inch EnergyGuard Ultra HA B.LL SBS-A al) One Or more BP -AA, (OpC-36. BS-AA SBS-AA -172.5 C-37. Primed concrete Min. 1.5-Inch EnergyGuard Ultra HA B-LL One or more BP -AA, SBS-AA SBS-TA or APP-TA -172.5 C-38. Primed connate Min. 1-Inch EnergyGuard RN HA B-1L One or MOM BP -AA, SBS-AA SBS-AA -292.5 CGLp-Appusb SYSIEMG w, ml BASE INsutAnoN LYYER ONLY C-39. Concrete Min. 1.5-inch EnergyGuard RA, EnergyGuard 0B500 SBS-CA-1 None SBS-CA-1 -60.0 RH or EnergyGuard RN Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 CeMRcate of Authorlmdon #9503 Revision 12: M/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 30 of 61 \i TRINITY ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR-OFP) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top INSutATION LAYERS) System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP No. Note 1 Type Attach Type Attach Base Ply Cap (Psf7 CONVENTIONAL SYSTEMS WITH POMSOCYANURAW BASE INSULATION LAYER: C-40 Primed Min. 1.5-inch EnergyGuardMin. HA 0.25-Inch DensDeck, DensDeck Prime or SECUROCK Gypsum -Fiber HA BP -AA (Optional) BP -AA ) SBS-AA or -112.5 wove[¢ nergyG and EnergyGuard! RH, EnergyGuard RN Roof Board SBS-TA Primed Min. 1.5-inch EneMyGuard RA, C-01. concrete EnergyGuard RH, EnergyGuard RN or HA Min. 0.25-Inch DensDeck Prime HA APP-TA (Optional) APP-TA APP-TA -127.5 EnergyGuard Ultra Min. 0.5-Inch Structodek High Density Fiberboard Roof Insulation, C-42 Primed- Min. 0.5-Inch EnergyGuard 0 rgyGuard HA EnergyGuard Partite Recover Board, min. 0.75-Inch Ene Perille HA BP -AA, SBS (Optional) BP -AA, SBS-AA -I50.0 concrete INSULATION, EnergyGuard Ultra Ultra n. 0.25rd Roof Den, min. 0.25-Inch SB,S AA Deck, DensDeck, DensDeck Prime, SECUROCK Gypsum Fiber Roof Board C-43. Primed Min. 1.5-Inch EnergyGuard RA, HA Min. 0.75-Inch EnergyGuard Penile BP -AA, SBS- (Optional) One or SBS-AA, concrete EnergyGuard RH, EnergyGuard RN Roof Insulation (homogeneous) HA AA more BP -AA, SBS-AA, SBS-TA or -172.5 SBS-TA or APP-TA APP-TA Cam' Primed Min. 1.5-Inch EnergyGuard RA, Min. 0.5-Inch EnergyGuard Periltc BP -AA, 585- (Optional) One or SBS-AA, concrete Ene rgyGuard RH, EnergyGuard IN HA Recover Board HA AA more BP -AA, SBS-AA, SBS-TA or -187.5 SBS-TA or APP-TA APP-TA C-45. Primed Mtn. 1.5-inch EnergyGUard RA, EnergyGuard RH, EnergyGuard RN or HA Min .0 SECUROCK Gypsum- HA BP-AAorSBS- (Optional) BP -AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA or -225.0 concrete EnergYGuaM Ulra Fiber Rao/ Board Roof APP-TA APP-TA C-46. Primed Min. 1.5-inch EnergyGuard RA, EnergyGuartl RH, EnergyGuard RN or HA Min. 0.25-Inch DensDeck Prime or HA SBS-TA (Optional) SBS-TA SBS-TA -232.5 concrete EnergyGuard Ultra SECUROCK Gypsum -Fiber Roof Board C-47 Primed Min. 1.5-Inch EnergyGuard RA, HA Min. 0.25-Inch SECUROCK Gypsum - (Optional) APP-TA APP-TA -240.0 concrete EnergyGuard IN, EnergyGuard RN Fiber Roo/ Board C-08. Primed Min. 1.5-inch EnergyGuard RA, Min. 0.25-Inch DensDeck or UP -AA, SBS- (Optional) One or SBS-AA, concrete EnergyGuaril All, EnergyGuard RN HA DensDeck Prime HA more BP -AA, SBS-AA, SBS-TA or -240.0 SBS-TA or APP-TA APP-TA C-09. Primed Min. 1.5-Inch EnergyGuard RA, HA Min. 1.5-Inch EnergyGuartl HA BP -AA, 585- 0 tional One or SBS-AA, concrete EnergyGuard RH, EnergyGuard RN Composite AA more BP AA, SBS-AA 585-TA or -270.0 APP-TA C-50. Primed Min. 1.5-inch EnergyGuartl RA, HA Min. 0.5-Inch EnergyGuard High BP -AA, SBS- (Optional) One or SBS-AA, concrete EnergyGuard IN, EnergyGuard RN Density Roof Fiberboard HA more BP -AA, SBS-AA, SBS-TA or -307.5 SBS-TA or APP-TA APP-TA C-51. Concrete Min. 1.5-Inch EnergyGuard RA, 00500 Min. 0.25-Inch DensDeck or OB500 BP -AA, Sits- AA, SBS-TA or (Optional) One or more BP -AR, SBS-AA, SBS-AA, SBS-TA or -150.0 EnergyGuard li EnergyGuard RN DensDeck Prime APP-TA SBS-TA or APP-TA APP-TA Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authariratlan L9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendb[ 1, Page 31 of 61 �I TPJNITY I ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1i BONDED INSULATION, BONDED ROOF COVER (BASE AND Top INSULATION LAYERS) System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Type Attach Base Ply Cap (psT) C-52. Concrete Min. 1.5-InrA EnergyGuard RA,Min. 0.5-Inch EnergyGuard High OB500 BP -AA, SBS- (Optional) One or more BP -AA, SBS-AA, SBS-AA, SBS-TA or -165.0 EnergyGuard! RH, EnergyGuard RN JAMch Density Roof Fiberboard AA SBS-TA or APP-TA APP-TA Min. 1.5-Inch EnergyGuaM RA,Min. 0.2S-Inch SECUROCK Gypsum- BP -AA or SBS- (Optional) SP-AA, SBS-AA, C-53. Concrete EnergyGuard RH, EnergyGuar RN or Fiber Roof Boats OB500 AA SM-AA, SBS-TA or SBS-TA or -18].5 EnergyGuaM Ultra APP-TA APP-TA Min. 0.25-Inch SECUROCK Gypsum- C-54. Concrete Min. 1-inch EnergyGuar RH Fiber Roof Board, primed with OB500 SBS-TA (Optional) SBS-TA SBS-TA -210.0 Matrix'" 307 Premium Asphalt Primer Min. 2.0-Inch EnergyGuard RA, Min. 0.254rich SECUROCK Gypsum- BP -AA or SBS- (Optional) BP -AA, SBS-AA, C-55. Concrete EnergyGuard PH, EnergyGuard RN or OB500 Fiber Roof Board OB500 AA SBS-AA, SBS-TA or SBS-TA or -225.0 EnergyGuard Ultra I I APP-TA APP-TA Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DenSDeck Prime or SBS-TA, APP- (Optional) SBS-TA, SBS-TA, C-56. Concrete EnergyGuard PH, EnergyGuard RN or OB500 SECUROCK Gypsum -Fiber Roof Board OB500 TA APP-TA APP-TA -240.0 EnergyGuard Ultra Min. 1.5-Inch EnergyGuard RA, C-57. Concrete EnergyGuard RH, EnergyGuard RN or OB500 Min. 0.25-Inch DensDeck Prime OB500 SBS-TA (Optional) SBS-TA SBS-TA -300.0 EnergyGuard Ultra C-58. Concrete Min. 1.5-Inch EnergyGuard RA, GAF 2 PaR, CR- Min. 0.5-Inch EnergyGuard High GAF 2 Part, CR-AA SBS- BP -AA, SBS- (Optional) One Tore BP -AA, SBSS -AA, SBS-AA, SBS-TA or -180.0 EnergyGuard RH, EnergyGuard RN 20 Density Roof Fiberboard 20 SBS-TA or APP-TA APP-TA Min. 2.0-Inch EnergyGuard RA, GAF 2- Min. 0.25-Inch SECUROCK Gypsum- GAF 2 BP - or AA SBS- (Optional) BP -AA, SBS-AA, C-59. Concrete EnergyGuard! RH, EnergyGuard RN or Part, CR- Fiber Root Boats Part, CR- AA SBS-AA, SBS-TA or SBS-TA or -22S.0 EnergyGuard! Ultra 20 20 APP-TA APP-TA Min. 2.0-Inch EnergyGuard RA, GAF 2- Min. 0.25-Inch SECUROCK Gypsum- GAF2 SBS-TA or (Optional)BP-AA, SBS-AA, C-60. Concrete EnergyGuard RH, EnergyGuard RN or Part, CR- Fiber Reof Boats Part, CR- APP-TA SBS-AA, SBS-TA or SBS-TA or -232.5 EnergyGuardUltra 20 20 APP-TA APP-TA C-61. Concrete Min. 1.5-Inch EnergyGuaM RA, GAF 2- Part, CR- Min. 0.25-Inch DensDeck or GAF 2- Part, CR- BP -AA, SBS- AA, SBS-TA or (Optional) One or more BP -AA, SBS-AA, SBS-AA, SBS-TA or -240.0 EnergyGuaM RH, EnergyGuaM RN 20 DensDeck Prime 20 APP-TA SBS-TA or APP-TA APP-TA Seu,-AUNeRING SYSreMs WRH POLYIsxuc, 1 u. Bl IaumurroN "Wit C-62. Primed Min. 1.5-Inch EnergyGuard Ultra HA Min. 0.25-Inch DensDeck DuraGuaM HA SBS-SA (Optional) SBS-SA SBS-TA or -90.0 concrete APP-TA C-63. Primed Min. 1.5-Inch EnergyGuaM Uilrz HA Min. 0.25-Inch DensDeck OumGuard HA WeatherWatch (Optional) SBS-TA, SBS-TA or -90.0 wncra[e XT APP-TA APP-TA C-64. Primed Min. 1.5-Inch EnergyGuaM RA, HA Min. 0.25-Inch DensDeck DumGuard HA SBS-SA (Optional) SBS-SA SBS-TA or -127.5 cr conete EnergyGuard RH, EnergyGuard! RN APP-TA C-fi5. Primed Min. 1.5-inch EnergyGuard RA, HA Min. 0.25-Inch DensDeck DuraGuaM HA WeatheriNatch (Optional) SBS-TA, SBS-TA or -12].S concrete EnergyGuard RH, EnergyGuaM RN XT APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R32 for FL5680-R32 Certificate of Authorization C9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 32 of 61 �l I KINITY I ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATIONr BONDED ROOF COVER (BASE AND TOP INSULATION LAYeR6) System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Base Ply Cap (Ps7 C-66, Primed Min. 1.5-Inch EnergyGuaM RA, EnergyGuaM RH, Ener9yGuaMRN or HA Prime or Min .0.-OCK HA WeatherWatch (Optional)SSS-TA SBS-TA -232.5 concrete EnergyGuaM Ultra yDensDeck SECU0.0CK Gypsum -Fiber Roo! Board XT C-67. Primed Min. 1.5-inch EnergyGuaM RA, HA Min. 0.25-Inch SECUROCK Gypsum- HA WeatherWatch (Optional) APP-TA APP-TA -290.0 concrete EnergyGuaM RH, EnergyGuaM RN Fiber Roof Board XT C-68. Concrete Min. 1.5-InEnergyGuaM Ultra ch OB Min. 0.25-Inch DensDeck DuraGuard OB500 SBS-SA (Optional) SBS-SA SBS-TA or -90.0 ABS-500 PP -TA C-69. Concrete Min. 1.5-Inch EnergyGuaM Ultra OB500 Min. 0.25-Inch DensDeck DuraGuard 03500 WeatherWatch (Optional) SBS-TA, SBS-TA or -90.0 XT APP-TA APP-TA Min. 0.5-Inch EnergyGuaMd RH HD 585-SA or C-70. Concrete Min. 1.5-Inch EnergyGuaM RH OB500 Polylso Insulation, EnergyGuaM HD OB50o Weatlla, (Optional) SBS-TA or -TA or -g] S Polyiso Insulation, EnergyGuaM HD Watch XT APP-TA APP-TA Plus Polylsa Insulation C-71. Concrete Min. 1.5-Inch EnergyGuaM RA, EnergyGuaM RH, EnergyGuaM RN OB500 Min, 0.25-Inch DensDeck DuraGuard OB500 SBS-SA (Optional) 585-SA SBS-TA or APP TA -120.0 C-72 Concrete Min. 1.5-inch EnergyGuar RA, OB500 Min. 0.2S-Inch DensDeck DuraGuard OB500 WeatherWatch (Optional) SBS-TA, SBS-TA or -120.0 EnergyGuaM IDI, EnergyGuar RN XT APP-TA APP-TA C-73. Concrete Min. 1-Inch EnergyGuaM RN OB500 Min. 0.25-Inch SECUROCK Gypsum- OBSOO SBS-SA or (Optional) SBS-TA, SBS-TA, -120.0 Fiber Roof Board IW�eatherWatch APp TA APP TA C-74. Concrete Mtn. 1.5-inch EnergyGuaM RA, OB500 Min. 0.25-Inch DensDeck OB500 SBS-SA (Optional)SBS-TA, SBS-TA, -122.5 EnergyGuaM RH, EnergyGuaM RN APP-TA APP-TA C-]5. Concrete Min. 0.5-Inch EnergyGuaM POLYISO OBS00 Min. 0.25-Inch DensDeck DuraGuard OB500 SBS-SA or (Optional) SBS-TA, SBS-TA, -127.5 INSULATION, EnergyGuaM Ultra WeatherWatch APp-TA APP TA C-]6. Concrete Min. 0.5-Inch EnergyGuaM POLYISO OBS00 Min. 0.25-Inch DensDeck Prime OB500 WeatherWatch (Optional)SBS-TA, SBS-TA, -127.5 INSULATION, EnergyGuaM Ultra XT APP TA APp TA C-77. Concrete Min. 1.5-inch EnergyGuaM RA, OB500 Min. 0.25-Inch DensDeck Prime OB500 WeatherWatch (Optional) SBS-TA, SBS-TA, -I50.0 EnergyGuaM RH, EnergyGuaM RN XT APP-TA APP.TA C-78. Concrete Min. 1.5-inch EnergyGuaM RA, M M EnergyGuaRH, EnergyGuaRN OBSOO Min. 0.25-Inch DensDeck Prime 08500 SBS-SA (Optional) 5B5-SA SBS-SA -152.5 C-79. Concrete Min. 1.5-Inch Ene Guand RA, rgY OB500 Min. 0.25-Inch DensDeck; surface shall be primed with ASTM D41 OB500 SBS-SA (Optional) 585-TA, SBS-TA, EnergyGuaM NI, EnergyGuaM RN primer qpp-TA APP-TA C-80. Concrete Min. 0.5-inch EnergyGuaM POLYISD OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 SBS-SA or(Op[Ignal) SBS-TA, SBS-TA, I )NSULATION, EnergyGuaM UIVa Flber Roa/Boartl )W�eafherWatch AGF-TA APP TA Exterior Research and Design, UX. d/b/a TrinitylERD Evaluation Report 01506.11.04-R32 for FL5680-1112 Certificate of Authorization *9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 33 of 61 ',I I KINIIY I ERD TABLE 3A-2: CONCRETE DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top INsuunoH LAYERS) System Deck Base Insulation layer Top Insulation Layer Roof Cover MDP No. (See ,at. 1) Type Attach Type Attach Base Ply Cap (Psf) C-81. Concrete Min. 0.5-Inch EnergyGuaM D OB500 s) base (Optional) Additional layer(s) OB500 or WeatheM1yatch (Optoona) SBS-TA, SBS-TA, -232.5 Ultra INSULATION, EnergyGuardUltra Insulation XT APP-TA APP-TA Min. 1.5-Inch EnergyGuard RA, Min. 0.25-inch DensDeck Prime or WeatherWatch (Optional) SBS-TA, SBS-TA, C-82. Concrete EnergyGuaM RH, EnergyGuard RN or OB500 SECUROCK Gypsum-Flber Roof Board OB500XT APP TA APP TA -240.0 EnergyGuard Ultra C-83. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 585-SA (Optional) SBS-TA, SBS-TA, -270.0 EnergyGuard! RH, EnergyGuartl RN Fber Roof Board APP-TA APP-TA C-84. Concrete Min. 1.5-Inch EnergyGuard! RA, OB500 Min. 0.25-Inch SKUROCK Gypsum - Fiber RoofBoard;AST surface shall be OB500 5B5-SA (Optional) SBS-TA, SBS-TA, '285.0 EnergyGuard RH, EnergyGuard RN pHmetl with ASTM D41 primer APP-TA APP-TA Min. 0.5-Inch EnergyGuard M HD 585-SA or C-85. Concrete Min. 1.5-Inch EnergyGuard! RH LRF-M Polylso Insulation, EnergyGuaM HD LRI M, M- Weather- (Optional) SBS-TA or SBS-TA or -97.5 Polylso Insulation, EnergyGuard HD OSFA Watch %T APP-TA APP-TA Plus Polylso Insulation C-86. Concrete Min. 0.5-Inch EnergyGuard POLYISO LRF-M Min. 0.25-Inch DensDeck DumGuaml LRF-M SBS-SA or ption (Optional) 5B5-TA, SBS-TA, -127.5 INSULATION, EnergyGuard Ultra WeatherWatch A APP-TA C-8]. Concrete Min. O.5-Inch EnergyGuartl POLYISO LRF-M Min. 0.25-Inch DensDeck Prime LRF-M WeatherWafch (Optional) SBS-TA, SBS-TA, -127.5 INSULATION, EneMyGuard Ultra XT APP-TA APP-TA C-88. Concrete Min. 0.5-Inch EnergyGuard POLYISO LRF M Min. 0.25-inch SKUROCK Gypsum- LRF-M 5B5-SA or Wea[herWatch (Optional) SBS-TA, SRS-TA, -232.5 INSULATION, EnergyGuard Ultra Fiber Roof Board XT APP-TA APP-TA C-89. Concrete Min. 0.5-Inch EnergyGuaM POLYISO LRF.M (Optional) Additional layers) base LRF-M SBS-SA or eaNerWacch (Op[lonal) SBS-TA, SBS-TA, -232.5 INSULATION, EnergyGuard Ultra insulation APP-TA APP-TA Min. 2.0-Inch EnergyGuard RA, GAF 2- Min. SECUROCK Gypsum- Wea[herWafch (Optional) 585-TA or SBS-TA or C-9D. Concrete EnergyGuartl EnergyGuard RN or Part, CR- Fiber Roof Board Par[, CR- XT APP-TA APP-TA -225.0 Ultra EnergyGuard UI[ca 20 20 Min. 2.0-Inch EnergyGuard RA, GAF 2- MIn.0.25-inch SECUROCK Gypsum- GAF 2- WeaNerWalch (Op[lonal)SBS-TA or SBS-TA or C-91. Concrete EnergyGuard RH, EnergyGuard RN or Part, CR- Fiber Roof Board Part, CR- XT APP TA APP TA -232.5 EnergyGuard Ultra 20 20 C-92. Concrete Min. 1.5-Inch EnergyGuard RA, GAF 2- Part, CR- MIn. 0.25=Inch DensDeck Pdme GAF 2- Part, CR-XT WeaNeNJatch (Optlonal)Ses-TA or SBS-TA or '240.0 EnergyGuartl RH, EnergyGuard RN 20 20 gpp_TA APP-TA VENTING SYSTEMS WITH POLTISOCINMUMTE BATE INSOIA"ON IAYOU Primed Min. 1.5-Inch EnergyGuaM M, Min. 0.75-inch EnergyGuaM PedIte (Optional) One or C-93. concrete EnergyGuard RH, EnergyGuard RN or HA Roof Insulation (homogeneous) HA B-LL more BP -AA, SBS-AA SBS-AA -90.0 EnergyGuard Ultra Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 01506.11.04-R12 for PL5680-1112 Certificate of Authorization Y9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 34 of 61 �l I KINIIY J ERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top INSu"TION LAYERS) System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Base Ply Cap (Psf) C-�' Primed Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or HA Min. 0.]5-inch EnergyGuard Perils HA B-LL One or more BP -AA, SBS-TA or -90.0 concrete EnergyGuard Ultra Roof insulation (homogeneous) SBS-AA APP-TA C-95 Primed Min. 1.5-Inch EnergyGuard RA, EnergyGuard PH, Ene rgy rgyGuard RN or HA Min. 0.5-Inch EnergyGuard High HA B-LL (Optional) One or SBS-AA -90.0 concrete EnergyGuard Ultra Density Roof Fiberboard more BP -AA, SBS-AA C-96. Primed Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or HA Min. 0EnergyGuard High HA B-LL One or more BP -AA, SBS-TA or -90.0 concrete EnergyGuard Ultra Densityy Roof Roof Fiberboard SBS-AA APP TA C-9]. Primed Min. 1.5-inch EnergyGuard RA, RA (Optional) EnergyGuard RA, (Optional) One or concrete EnergyGuard RH, EnergyGuard RN Ene rgyGuard RH, EnergyGuard RN HA B-LL mare BP -AA, SBS-PA SBS-AA -150.0 C-98. Primed Min. 1.5-Inch EnergyGuard RA, HA (Optional) EnergyGuartl RA, One or more BP -AA, SBS-TA or concrete EnergyGuard RH, EnergyGuard RN EnergyGuartl RH, EnergyGuard RN HA B-LL SBS-AA APP-TA -150.0 C-99. Primed Min. 0.5-inch EnergyGuard POLYISO HA (Optional) EnergyGuard POLYISO HA B-LL (Optional) BP -AA, concrete INSULATION, EnergyGuard Ultra INSULATION, Ene rgyGuard Ultra 585-AA SBS-AA -150.0 C-100. Primed Min.Mln. 1.5-Inch EnergyGuard Ultra HA (Optional) EnergyGuard Ultra HA B-LL (Optional) One or SBS-AA -1]2.5 more BP -AA, SBS-AA C-101. Pried Min. 1.5-inch Ene rgyGuard Ultra HA (Optional) EnergyGuard Ultra HA B-IL One or more BP -AA, SBS-TA or -122.5 concrete SBS FA APM TA C-102. Primed Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or HA Min. 0.25-Inch DensDeck or HA B-LL (Optional) One or SBS-AA -240.0 concrete EnergyGuard Ultra DenSDeck Prime more BP -AA, SBS-AA C-103. Primed Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or HA Min. 0.25-In DensDeck or HA B-LL One or more BP -AA, SBS-TA or -240.0 concrete EnergyGuard Ultra i DensDeck Prime SBS-AA AMP -TA C-104. Concrete Min. 1.5-Inch EnergyGuard RA, EnergyGuartl RH, EnergyGuard RN or OB500 Min. 0.5-Inch EnergyGuard High OB500 B-LL (Optional) One or SBS-AA -90.0 EnergyGuard Ultra Density Roof Fiberboard more BP AA, SBS-AA Concrete Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuartl RN or OB500 ch Min. 0.5-InEnergyGuard High OB500 B-LL One or more BP -AA, SBS-TA or -90.0 EnergyGuard UltraC-105. Density Root Fiberboard SBS AA APP TA C-306. Concrete Min. 1.5-Inch EnergyGuard Ultra 08500 (Optional) EnergyGuard Ultra 015500 B-LL (Optional) One or SBS-AA -150.0 more BP -AA, SBS-AA C-307. Concrete Min. 1.5-inch EnergyGuard Ultra O11500 (Optional) EnergyGuard Ultra OBSOD B-LL One or more BP -AA, SBS-TA or -150.0 SBS-AA APP-TA C-108. COncrele Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or OB500 Min. 0.25-Inch DensDeck or O3,500 B U- O (Optional) One or SBS-AA -150.0 EnergyGuard Ultra DensDeck Prime more BP -AA, SBS-AA Exterior Research and Design, L-C. d1b/a TrinitylERD Evaluation Report 01506.11.04-R12 for F1-5680-R32 Certificate of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 35 of 61 , TRINITY I ERD TABLE 3A-2: CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER(BASE AND Top INsuwnoN LAYERS) system Deck Base Insulation Layer Top Insulation layer Roof Cover MOP Na. (See Note 1) Type Attach Type Attach Base Ply Cap (Psfl C-109. Concrete Min. 1.5-Inch EnergyGuaM RA, EnergyGuard RH, EnergyGuaM RN or 05500 Min. 0.25-Inch DensDeck or OB500 B-LL One or more BP -AA, SBS-TA or -150.0 EnergyGuard Ultra penspeck Prime SBS-AA APP-TA C-130. Concrete Min. 1.5-Inch EnergyGuard RA, OB500 (Optional) EnergyGuard RA, 03500 B-LL (Optional) One or SBS-AA -150.0 EnergyGuaM RH, EnergyGu ird RN EnergyGuard! RH, EnergyGuard RN more BP -AA, SBS-AA C-311. Concrete Min. 1.5-Inch EnergyGuard RA, OB500 EnergyGuard RA, OB500 O-LL One or more BP -AA, SBS-TA or _ISO.0 EnergyGuaM RH, EnergyGuaM RN EnergyGuard R(Optional) EnergyGuard EnergyGuard RN RN SBS- APP-TA Min. 1.5-Inch EnergyGuard RA, GAF 2- Min. 0.5-Inch EnergyGuard High GAP 2- (Optional) one or C-112. Concrete EnergyGuaM RH, Energy0uard RN or Pan, CR- Density Roof Fiberboard Part, CR- B-LL more BP -AA, 585-AA 505-AA -90.0 EnergyGuaM Ultra 20 20 Min. 1.5-Inch EnergyGuard RA, GAF 2- Min. 0.5-Inch EnergyGuard High GAF2- One 4r more SP-AA, SBS-TA or C-133. Concrete EnergyGuard RH, EnergyGuard RN or Part, CR- Density Roof Flberboard Density Part, CR- B-U- SBS-AA ppp_Tq -90.0 EnergyGuaM Ultra 20 C-114. Concrete Min. 1.5-Inch EnergyGuard! RA, part, AP - (Optional) EnergyGuard RA, GAP 2- Part, CR- B-Li. (Optional) One or 585-AA -150.0 EnergyGuard RH, EnergyGuard RN 20 EnergyGuaM RH, EnergyGuard RN 20 more SP-AA, 585-AA C-115. Concrete Min. 1.5-inch EnergyGuard RA, Part CR_ (Optional) EnergyGuard RA, Part, CR- B-LL One or more BP -AA, SBS-TA or -150.0 EnergyGuard RH, EnergyGuard RN 20 EnergyGuaM RH, EnergyGuard RN 20 SBS-AA APP-TA GAF 2- GAF 2- (Optional) One or C-116. Concrete Min. 1.S-Inch EnergyGuard Ultra Part, CR- (Optional) EnergyGuard Ultra Part, CR- B-LL more BP -AA, 511 SBS-AA -172.5 20 20 C-117. Concrete Min. 1.S-Inch EnergyGuard Ultra GAF 2- Part, CR- (Optional) EnergyGuard Ultra GAF 2- Part, CR- B-U. One or more BP -AA, SBS-AA SBS-TA or APP-TA -172.5 20 20 Min. 1.5-Inch EnergyGuard RA, GAF 2- Min. 0.25-Inch DensDeck or GAF 2- (Optional) One or C-118. Concrete EnergyGuard RH, EnergyGuardRN or Part, CR- OensDeck Prime Part, CR- 0-LL more BP -AA, SBS-AA SBS-M -240.0 EnergyGuaM Ultra 20 20 C-119. Concrete Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuartl RN or GAF 2- Part, CR- Min. 0.25-Inch DensDeck or GAF 2- Part, CR- B-LL One or more BP -AA, SBS-TA or -240.0 EnergyGuard Ultra 20 DensDeck Prime 20 SOS -AA APP-TA COLA-APPUEU SvsrEns Wn_H PoLrssocyAnuuAn BASE INSmAnon Lavou _ C-120. Concrete Min. 1.5-Inch EnergyGuard RA, 011 Min. 0.5-Inch EnergyGuard! High OO500 sss- None SBS-CA -45.0 EnergyGuaM RH, EnergyGuar RN Density Roof Fiberboard OB500, Min. 0.5-Inch EnergyGuard RH HD 08500, C-121. Concrete Min. 1.5-inch EnergyGuaM RH LRF-M, Polyiso Insulation, EnergyGuaM HD Polyiso Insulation, EnergyGuaM HD LLF-M, M- SBS-CA or SBS-CA-1 None 585-CA or 5B5-CA-1 -97.5 M-OSFA Plus Polyiso Insulation OSFA Exterior Research and Design, LLC. d/b/a TdnitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate Of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 36 of 61 �/ I RINITY I ERD TABLE 3A-2: CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAa-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Tap INSuwTION LAYERS) System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. NOW I) Type Attach Type Attach Base Ply Cap (Psn C-122. Concrete Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN OBSOO Min. 0.25-Inch DensDeck Prime 0BS00 SBS-CA-1 None SBS-CA-1 -12].5 C-123. Concrete Min. 1.5-inch EnergyGuard RA, 0B500 Min. 0.25-Inch SECUROCK Gypsum- OBSOO SBS-CA-1 None SBS-CA-1 -172.5 EnergyGuard RH, EnergyGuard RN Fiber Roof Board HYDRID COLD/HOT-APPLIED SYsrems wRN POLYISOCYANUMTe BMSe INSUTATLON LITTER: Primed Min. 1.5-inch EnergyGuard RA, Min. 0.25-Inch DensDeck Prime, C-124. conaete EnergyGuard RH, EnergyGuard RN HA DensDeck DurzGuard or SECUROCK HA None Two BP -AA SBS-CA-1 -232.5 Gypsum -Fiber Roof Board C-125. Concrete Min. 1.5-inch EnergyGuard RA, 08500 Min. 0.25-Inch DensDeck Prime or 0B500 None Two BP -AA SBS-CA-1 -127.5 EnergyGuard RH, EnergyGuard RN DensDeck DuraGuard C-126. Concrete Min. 1.5-Inch EnergyGuard RA, OBSDO Min. 0.25-Inch SECUROCK Gypsum- 0BS00 None Two BP -AA S85-CA-1 -1]2.5 EnergyGuard RH, EnergyGuard RN Fiber Roof Boats CONVENTIONAL SYSTEMS Vn TH POLYSTYRENE B"e INSUIITT(oN LAYER: C-12]. Concrete Min. 1.0-Inch FOamular 250 or 2.0- O3500 Min. 0.25-Inch DensDeck Prime or OB500 SBS-TA, APP- (Optional) SBS-TA, SBS-TA, inch STYROFOAM Deckmate Plus FA SECUROCK Gypsum -Fiber Roof Board TA APP-TA APP-TA -240.0 C-128. Concrete Min. 1.0-Inch Foamular 250 03500 In. 0.25-Inch DensDeck or OBSOO BP -AA, SBS- AA, SBS-TA or (Optional) SP-AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA or -277.5 DensDeck Prme APP-TA APP-TA APP-TA C-129. Concrete Min. 1.5-Inch, min. 1.25 pcf ASTM GAF 2 Part, CR- Min. 0.5-Inch EnergyGuard High GAP 2 BP -AA, SBS- (Optional) BP -AA, SBS-AA, C578 expanded polystyrene Density Fiberboard Roof Fibboard Part, CR- AA SBS-AA, SBS-TA Or SBS-TA or -87.5 20 20 APP-TA APP-TA Min. LS-Inch, min. 1.25 pd ASTM GAF 2- Min. 0.25-Inch DensDeck, DensDeck GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, C-130. Concrete CS]e expanded polystyrene Part, CR- Prime or SECUROCK Gypsum -Fiber Part, CR- AA, SBS-TA or SBS-AA, SBS-TA or SBS-TA or -87.5 20 Roof Board 20 APP-TA APP-TA APP-TA C-131. Concrete Min. 1.5-inch, min. 1.5 pd ASTM GAF 2 Part, CR- Min. 0.5-Inch EnergyGuard High GAF 2 Part, CR- BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA or -180.0 C578 expanded polystyrene 20 Density Roof Fiberboard AA 20 APP-TA APP-TA Min. 1.5-inch, min. 1.5 pd ASTM GAF 2- Min. 0.25-Inch DensDeck, DensDeck GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, C-132. Concrete C5]8 expanded polystyrene Part, CR- Prime or SECUROCK Gypsum -Fiber Part, CR- AA, SBS-TA or SBS-AA, SBS-TA or SBS-TA or -180.0 20 Roof Board 20 APP-TA APP-TA APP-TA C-133. Concrete Min. 1.5-Inch, min. 2.0 pcf ASTM GAF 2 Part, CR- Min. 0.5-Inch EnergyGuard High GAF 2 Part, CR- BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA Or -240.0 CS]8 expanded polystyrene 20 Density Roof Fiberboard 20AA APP-TA APP-TA Min. 1.5-inch, min. 2.0 pry ASTM GAF 2- Min. 0.25-Inch DensDeck, DensDeck GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, C-134. concrete CS]8 ezpantled polystyrene Part, CR- Prime or SECUROCK Gypsum -Fiber Part, CR- AA, SBS-TA or SBS-AA, SW -TA Or SBS-TA or -240.0 20 Roof Board 20 APP-TA APP-TA APP-Tq -x0encr Research and DeSign, LLC. d/b/a TnnitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate Of AatilorlT2tiDn #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 37 of 61 �I TpjtATYIERD TABLE 3A-2: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top INSDIIITION LAYERS) System Dec. Basa Insulation layer Top Insulation Layer Roof Cover MDP Me.(See Notes 1) Types Attach Type Attach Base Ply Cap (per SW -ADHERING SYSmu1S WOM POLvirmanNE BASE INSULAT10N 1AYER: C-135. Concrete Min. 1.0-Inch Foamular 250 OB500 Min. 0.25-Inch DensDeck Prime OB500 SBS-SA (Optional) SBS-SA SBS-SA -152.5 C-336. Concrete Min. I.5-Inch, min. 1.25 pcf ASTM GAF 2- Part, CR- Min. 0.25-Inch DensDeck Pdme GAF 2- Part, CR- SBS-SA (Optional) SBS-SA SBS-SA -87.5 C578 expanded polystyrene 20 20 Min. 1.5-Inch, min. 1.25 pcf ASTM GAF 2- Min. 0.25-Inch SECUROCK Gypsum- GAF2- C-137. Concrete C578 expanded polystyrene Part, CR- Fiber Roof Board primed with D41 Part, CR- SBS-SA (Optional) SBS-SA SBS-SA -87.5 20 primer 20 C-138. Concrete Min. 1.5-Inch, min. 1.5 prd ASTM GAF 2- Part, CR- Min. 0.25-Inch DensDeck Prime GAF 2- Part, CR- SBS-SA (Optional) SBS-SA SBS-SA -152.5 CS78 expanded polystyrene 20 20 Min. 1.5-inch, min. 1.5 pof ASIM GAF 2- Min. 0.25-Inch SECUROCK Gypsum- GAF 2- C-139. Concrete C578 expanded polystyrene Part, CR- Fiber Roof Board primed with D41 Part, CR- SBS-SA (Optional) SBS-SA SBS-SA -180.0 20 primer 20 Min. 1.5-inch, min. 2.0 prf ASTM GAF 2- Min. 0.25-Inch SKUROCK Gypsum- GAP 2- C-140. Concrete C578 expanded polystyrene Part, CR- Fiber Roof Board primed with D41 Part, CR- SBS-SA (Optional) SBS-SA SBS-SA -240.0 20 primer 20 The following are options for installation of a vapor barrier/ temporary roof on the concrete deck prior to insulation placement. If asphaltic vapor barrier / temp roof Is Installed, concrete deck shall be primed with Matrix" 307 Premium Asphalt Primer or ASTM D41 primer prior to Its Installation. Unless otherwise noted, system Maximum Design Pressure (MDP) is unaffected. if noted, maximum design pressure (MDP) shall be the lesser of that for the system in Table 3A, and that for the vapor barter/ Insulation adhesive noted below: 1. Far use with asphalt -applied Insulation: One Or two piles BP -AA One BP -AA base or ply sheet with SBS-AA, SBS-TA or APP-TA base or rap membrane One or two plies SBS-AA, SBS-TA or APP-TA base and/or cap membrane 2. For use with 03500 settled insulation: One or two plies BP -AA: MDP -352.5 psf Ruberoid 20 In Matrix 102 SBS Membrane Adhesive In full coverage: MDP -202.5 psf One ply Rubemid TORCH Smooth, Tri-Ply TP4, Ruberoid SBS Heat Weld 25 or Ruberoid SBS Heat Weld SMOOTH: MDP -165.0 pal Deck primed with AS PI D41 primer followed by Uberty SBS Self -Adhering Base/Ply Sheet. The Installed sheet is then heated with a torch to bum -of any poly -film an the top surface MDP -240.0 psf UnderRoof HT, self -adhered: MDP.37.5 psf UnderReof 2, sell -adhered: MDP -127.5 psf 3. For use with GAF 2-PartCR-20 applied insulation: One or two plies BP -AA: MDP -262.5 psf Optional BP -AA or SBS-AA with SBS-AA cap membrane: MDP -270.0 psf Optional BP -AA or SBS-AA, SBS-TA or APP-TA base membrane with SBS-TA or APP-TA up membrane: MDP -169.0 psf Optional SBS-SA base membrane with SBS-SA up membrane: MDP -250.0 psf Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 01506.11.04-R32 for F15680-R12 Oeriifate of Authorization #9503 Revislon 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 38 of 61 �I I KINITY I ERD TABLE 3A-3: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A -IA: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER ck Deck Base Ineuletlon layer Top Insulation Layer Roof Cover MOP NSystem o (D Temp Roof (Pap s) Type Attach Type Attach Be. Ph Cap COXvexnoxu. StisnRs: Primed One or two piles of GAFGLAS Min. 1.5-Inch EnergyGuaN RA, Min. 1.4-Inch EnergyGuaN BP -AA or BP -PA or C-141. conc. Ply4, Tri-Ply Ply 4 or EnergyGuaN RH, Enerlh Guard HA Com osite p HA SBS-AA 5B5-AA SBS-AA -202.5 Gail FlexPly 61n hot RN Printed One or two plies of GAFGIAS Min. 1.5-Inch EnergyGuaN RA, Min. 0.25-Inch DensDeck, DensDeck (Optional) C-192. Ply 4, TH-Ply Ply 4 or EnergyGuard RH, EnemyGuard HA Prime or SECUROCK Gypsum-Flber HA SBS-TA, SBS-TA, SBS-TA, -232.5 coot. GAFGlAS Fierily 61n hot RN or EnergyGuaN Use Roo! Board APP-TA APP-TA APP-TA Primed 585-CA, SBS-AA, SBS-TA or Min. 1.5-Inch EnergyGuaN RA, Min. 0.25-inch DensDeck Prime or SBS-TA Or (Optional) 5B5-TA Or C-143. COna. APP-TA haze ply EnergyGuaN RH,EneryaGuaN OB500 SEWROCK Gypsum-Flber Roof Board 08500 APPTA 5B5-TA or qpP TA -165.0 RN or EnergyGuaN Ultra APP-TA Primed Uberty SA Self -Adhering Min. 1.5-Inch EnergyGuaN RA, MIn. 0.25-Inch DensDeck Prime Or SBS-TA or (Optional) SBS-TA or C-190. cons' Base/Ply Sheet; poly -film EnergyGuaN RH, EneryyGuard OB500 SECUROCK Gypsum -Fiber Roof Board 0B500 APP-TA SB$-TA or S8STA APP-TA -240.0 burned off RN or EnergyGuaN Ultra SEIFAamaima$ri[M6: Primed One or two plies of GAFGI.AS Min. 1.5-Inch EnergyGuaN RA, Min. 0.25-Inch Oens0erk Prime Or Weather- (Optional) SW -TA C-195. coot. Ply 4, T re Ply 4 or Guard uaN HA SECUROCK Gypsum-Flber Roof Board HA Watch SBS-TA, -232.5 GAFGVS FlexPly 61n hot .a it Ull IN or EnergyGuaN Ultra IN or M qpP-TA APP-TA C-146. Primed UnderRoof HT, self -adhered Min. 1-Inch EnergyGuard RA, 0B500 (Optional) Additional layers base 0BS00 SBS-SA None SBS-SA tone. Me RMr RN Insulation -37.5 C-19J. Primed UnderRoof HT, self -adhered Min. 1-Inch EnergyGuaN RA, 08500 (Optional) Additional layers base OB500 SBS-SA or Weather- (Optional) SBS-TA or Sn S&S-TA Or -3J.5 root AM, RM, RN Insulation Watch Xf APP-TA TA C-198. Primed Hr, self -adhered Min. 1-Inch EnergyGuaN RA, 0B500 Min. 0.25-Inch DensDeck DuaGuard or SEWROCK Gypsum-Flber Roof 00500 SBS-SA None SBS-SA -37.5 conc.UnderRoof Board C-149. Primed UntleNtoof HT, self -adhered MIn.1-Inch EnergyGuaN RA, OBSOO Min. 0.25-Inch DenSDetk DuraGuand or SECUROCKG sum-Flber Roof YF OB500 SBS-SA (Optional) SBS-TA or SBS-TA or -3J.5 coot. RH, RM, RN Board Al All C-150. primatl UnderRoof HT, self -adhered Min. 1-Inch EnergyGuaN RA, OB500 Min. 0.25-Inch DensDeck Prime Or OB500 Weather- (Optional) 565-TA or SBS-TA Or -37.5 mn0 SECUROCK Gypsum -Fiber Roof Board Watch M APP-TA APP TA Primed Min. 0.5-Inch EnergyGuaN RH HD SBS-SA or (Optional) C-151. UnderRoof HT, self -adhered Min. I.S-Inch EnergyGuaN RH 00500 Polyiso Insulation, EnergyGuaN HD OB500 Weather- SBS-TA or SBS-TA or -3J.5 mnc Polyiso Insulation, EnergyGuaN HD Watch XF APP-TA APFTA Plus Polyiso Insulation C-152. Primed UnderRoof 2, self -adhered Min. 1-Inch EnergyGuaN RA, p0500 (Optional) Additional layers base OB500 SBS-SA None SBS-SA -45.0 cons RM RN Insulation C-153. Primed UnderRoof 2, sell.adhered Min. 1-Inch EnergyGuaN RA, OB500 Min. 0.25-Inch DensDeck DuaGuaN 00500 SBS-SA None SBS-SA -05.0 con.. Rill, RM, RN Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506.31.04-R32 for FL5680-R32 4Zerti0rate of Authorization A9503 Revislon 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 39 of 61 �I I RINITY I ERD TABLE 3A-3: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1At BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER System DecR Base Insulator layer Top Insulation layer Roof Cover MOP N#. f.,. Temp Roo/ (psn rypa Attach Typa Attach Basra Ply Cap C-]54. Primed Under800f 2, self -adhered Min. 1-Inch EnergyGuartl RA, OBSOD Min. 0.25-Inch DensDe& DuaGuaN OB500 SBS-SA (Optional) SBS-TA or SBS-TA or 45.0 ronc RM RN APP-TA APP-TA C-155. Primed UnderRoof 2, self -adhered Min. 1-Inch EnemyGea, RA, OBSOD Min. 0.25-Inch DensDeck Prime 08500 Weather- (Optional) SBS-TA or SBS-TA or -45.0 Cons RH RM RN WatchM APP-TA APP-TA Min. 0.5-Inch EnergyGua, RH HD SOS -SA or (Optional) C-156. Primed UnderRoof 2, self -adhered Min. 1.5-Inch EnemyGYa, RH OBSOD Polylso Insulation, Ener9yGua, HD OBSOO Weather- SBS-TA or SBS-TA or 97S cant. Polylso Insulation, EneryyGuard HD Watch XT APP-TA APP-TA Plus Polylso Insulation C-15J. Primed UnderRoof 2, self -adhered Min. 1-Inch EnergyGuard RA, OBS00 (Optional) Additional layers base OB500 SBS-SA or Weather- (Optional) SBS-TA or SBS-TA or -127.5 ronc RH RM RM insulation Watch Xr APP-TA APP-TA C-158. Primed UnderRoof 2, self -adhered Min. I -Inch EnergyGua, RA, MinRH, OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 SBS-SA or Weather- (Optional) SBS-TA or SBS-TA or -127.5 ronc RM,RN Fiber Roof Board Watch XT APP-TA APP-TA Prtmetl SBS-CA, SOS -AA, SBS-TA or Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DenSDock Prime or Weather- (Op tonal) SBS-TA or C-159. Cane. APP-TA base ply EneMGua, III EnergyGua, OB500 SE ROCK Gypsum -fiber RODE Board OB500 Watch l(/ SBS-TA or APP-TA -165.0 RN or EnergyGuaM Ultra APP-TA Primed Uborty SA Self -Adhering Min. 1.5-Inch EneryyGUamI RA, MIn. 0.25-Inch DensDeck Prime or Weather- (OPbor SBS-TA or C-160. ronc Bape/Ply Sheet; poly-Blm EnergyGua, RM, EnergyGuard OBSOO SENROCK Gypsum-Flber Roof Bea, OB500 Watch XT o SBS-TA or APP-TA -240.0 burned off RN or EnemYGua, Ultra APP-TA Out ApMaao Symrl Min. 0.5-Inch EnergyGuard RI-1 HD SBS-CA C-161. Prime Under0.00f HT, self -adhered Min. 1.5-Inch EnergyGua, PH OBS00 Polylso Insulation, EnergyGuard HD OB500 oCrA515- None SBS-CA or '3J.5 ronc Polylso Insulation, EnergyGuard HD SBS-CA-1 Plus Polylso Insulation Cone. Ruberold 20 applied In Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch SECUROCKGypsum- C-162. (optional Matrix"' 102 SOS Membrane EneigyGuard RH, EnergyGuartl OBSOO Fiber Roof Boa, OB500 SBS-CA None SBS-CA -45.0 primer) Achesive at 1.5-2.0 gal/se. AN Min. 0.5-Inch Eria,yGua, PH HE, SBS-CA C-163. Primed 2, self-atlhered Min. 1.5-Inch EnergyGua, RH OB500 Polylso Insulation, EnergyGua, HD 08500 oCrA515- None SBS-CA or -9J.5 con.UnderRoof Polylso Insulation, EnergyGua, HD SBS-CA-1 Plus Polylso Insulation H.. Nor/CotmAPrsao SYsre.: _ prim One or two plies o/ GAFG AS Min. 1.5-InO EnergyGua, RA, Min. 0.2,S Inch DensDeck Prime, C-164. ply4,Trt-Ply PIy 4 or EnergyGua, All, EnergyGuard NA DensDeck DuraGua, or SECUROCK HA None Two BP -AA SBS-CA-1 -232.5 Cane GAFGVS FlexPiy 6In hot AN Gypsum-Flber Roof Beam Exterior Research and Design, LLC. d/b/a Trinity l ERD Evaluation Report 01506.11.04-R32 for FL5680-R32 Certl0cate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nlernmen, PE-59166 Appendix 1, Page 40 of 61 �I I RINITY I ERD TABLE 3B: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Declk (See Note 1) Primer Roof Cover MDP (Pff) ease Ply Cap CONYEMDONAISv S: C-165. Concrete ASTM 041 APP-TA (Optional) APP-TA PPP -TA -90.0 C-166. Concrete ASTM D41 BP -AA, SBSAA BP -AA, SBS-AA SBS-AA -gg2.5 C-167. Concrete (Optional) AS D41 SBS-TA (Optional) SBS-TA SBS-TA -465.0 Stu -ADHERING SVMMS: fi168. Concrete ASTM D41 SBS-SA (Optional)SBS-SA SBS-SA -72.5 C-169. Concrete ASTM D41 SBS-SA (Optional) SBS-TA or APP-TA SBS-TA or APP-TA -140.0 VENTMG SYbIEMS: C-170. Concrete Matrix`" 307 Premium Asphalt Primer B-LL 8P-AA, SBS-AA SBS-AA -185.0 Exterior Researdl and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate Of Authorization C9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 41 of 61 �I TRINITY J ERD TABLE4A: LIGHTWEIGHT INSULATING CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OPP) SYSTEMTYPEA-1: BONDED INSULATION BONDEDROOFCOVER System Deck (See No[e 1) Basa Insulatlon Layer Coverboar0 Rao1 Cover MOP No. Strum. LWC Type Attach Type Attach Base Ply Cap (Psi C.ONVLMTIONAL SYSTEMS: Mearlcrete BP -AA, SBS- (Optional) BP -AA, SBS-AA, LWC-1. Concrete (min. 300 psi) Min. 0.5-Inch Structodek TO OB500 None WA AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -155.0 APP-TA or APP-TA APP-TA (Optional) Min. 1.5-Inch (Optional) One or SBS-AA, LWC-2. Concrete Elastizell (min. EnergyGuard RA, EnergyGuard OB500 Min. 0.5-Inch EnergyGuad High OB500 BP -AA, SBS- more BP -AA, SBS- SBS-TA or -225.0 200 psi) RH, EnergyGuard RN or Density Roof Fiberboard AA AA, SBS-TA or APP-TA EnergyGuard Ultra APP-TA (Optional) Min. 1.5-Inch Min. 0.25-inch DensDeck, BP -AA, SBS- (Optional) One or SBS-AA, LWC-3. Concrete Elastizell (min. EnergyGuard RA, EnergyGuard OB500 DensDeck Prime or SECUROCK OB500 AA, SBS-TA or more BP -AA, SBS- SBS-TA or -225.0 200 psi) RH, EnergyGuad RN or Gypsum -Fiber Roof Board APP-TA AA, SBS-TA or APP TA EnergyGuard Ultra APP-TA LWC-4. Concrete Elasttzell (min. Min. 2.0-inch, min. 1.0 pd, ASTM C578 expanded OB500 Min. 0.5-inch EnergyGuard High OBS00 Bp -AA, SBS- (Optional) BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA or -120.0 200 psi) polystyrene Density Roof Fiberboard AA or APP-TA APP-TA Elastizell (min. Min. 0.25-inch DensDeck or BP -AA, SBS- (Optional) BP -AA, SBS-AA, LW C-5. Concrete 200 Min. 1.0-inch Foamular 250 OB500 DensDeck Prime or SECUROCK 05500 AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -225.0 psi) Gypsum -Fiber Roof Board APP-TA or APP-TA APP-TA (Optional) Min. 1.5-Inch GAF 2- GAF 2- (Optional) One or SBS-AA, LWC-6. Concrete Elastizell (min. EnergyGuard RA, EnergyGuad part, CR- Min. 0.5-Inch EnergyGuad High Part BP -AA, SBS- - more BP -AA, SBS- SBS-TA or -180.0 200 psi) RH, EnergyGuard RN or 20 Density Roof Fiberboard! CR 20 AA AA, SBS-TA or APP TA EnergyGuad Ultra APP-TA (Optional) Min. 1.5-Inch GAF 2- Min. 0.25-inch DensDeck, GAF 2- BP -AA, SBS- (Optional) One or SBS-AA, LWC-l. Concrete Elastizell (min. EnergyGuard RA, EnergyGuad Part, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or mare BP -AA, SBS- SBS-TA or -180.0 I00 psi) EnergyGuard RN or 20 Gypsum -Fiber Roof Board CR-20 APP-TA AA, SBS-TA or APP.TA ERH,nergyGuard EnergyGuad Ultra APP-TA (Optional) Min. 1.5-Inch - GAF 2- GAF 2- (Optional) One or SBS-AA, LWC-8. Concrete Elastizell (min. EnergyGuard RA, EnergyGuard part, Min. 0.5-inch EnergyGuad High Part, BP -AA, SBS- more SP-AA, SBS. SBS-TA or -222.5 200 psi) RH, EnergyGuad RN or 20 Density Roof Fiberboard CR-20 FA AA, SBS-TA or APP.TA EnergyGuad Ultra APP-TA (Optlonal) Min. 1.5-Inch GAF 2- Min. 0.25-inch DensDeck, GAF 2- BP -AA, 585- (Optional) One or SBS AA LWC-9. Concrete Elastizell (min. EnergyGuard RA, EnergyGuad Part, CR- DensDeck Prime or SECUROCK part, AA, 5BS-TA or more BP -AA, SBS- SBS-TA or -222.5 200 psi) RH, EnergyGuad RN or 20 20 Gypsum -Fiber Roof Bead CPI-20 APP-TA AA, SBS-TA or APP-TA EnergyGuard Ultra Min. 200 p (Optional) 2 e or LWC-10. Concrete Meadcrete51 d RA, EnergyGuard Part, CR- Min. 0.5-inch EnergyGuad High Part BP -AA, SBS- mom BPIAA,'SBS- SBS-TA -240.0 Lwic RH, EnergyGuad RN or 20 Density Roof Fiberboard CR-20 AA AA, SBS-TA or APP TA EnergyGuard Ultra APP-TA (Optional) Min. 1.5-inch GAF 2- Min. 0.25-inch DensDeck, GAF 2. BP -AA, SBS- (Optional) One or SBS-AA, LWC-13. Concrete Mearlvete EnergyGuard RA, EnergyGuard Part, Part, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or BP -AA, SBS- SBS-TA or -240.0 (min. 200 psi) RH, EnergyGuard RN or 20 Gypsum -Fiber Roof Boom CR-20 APP-TA AA, SBS-TA or APP-TA EnergyGuad Ultra APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 CertlOcafe of Authorization a9503 Revision 12: 04/25/2014 Prepared by: Robert Niemmen, PE-59166 Appendix 1, Page 42 of 61 V I RINITYIERD TABLE 4A: LIGHTWEIGHT INSULATING CONCRETE DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Base Insulation layer Coverboard Roof Cover MOP No. StrucL LWC Type Attach Type Attach Base Ply Cap (psf) Elastizell, Celmre or Min. 1.5-Inch, min. 1.25 pd GAF 2- Min. 0.5-inch EnergyGuard High GAF 2- Bp -AA, SBS- (Optional) BP -AA, SBS-AA, LWC-12. Concrete M a ASTM C578 expanded Pan, CR- Density Roof Fiberboard pan, AA SBS-AA, SBS-TA SBS-TA or -e].5 in. 20 (min. 200 psf) polystyrene 20 CR-20 or APP-TA APP-TA Elastizell, Celcore or Min. 1.5-inch, min. 1.25 pd GAF 2- Min. 0.25-Inch DensDeck, GAF 2- BP -AA, SBS- (Optional) BP -AA, ( p ) SBS-AA, LWC-13. Concrete Mearlarete AS C578 expanded Pan, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -87.5 (min. 200 psi) polystyrene 20 Gypsum -Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA Elastlzell, Celcore or Min. 1.5-Inch, min. 1.5 pd GAF 2- Min. 0.5-Inch EnergyGuaM High GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, LWC-14. Concrete MeaHcrete ASTM C578 expanded Pan, CR- Density Roof Fiberboard Pan SBS-AA, SBS-TA Sr SBS-TA or -180.0 (min. 200 psi) polystyrene 2p CR-20 APP-TA APP-TA CelcoreElastizelor Min. 1.5-Inch, min. 1.5 pd GAF 2- Min. 0.25-inch DensDeck, GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, LWC-15. Concrete M ASTM C578 expanded Pan, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -180.0 (min. n. 220e0 psi) 0 polystyrene 20 Gypsum -Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA LWC-16. Concrete Celmre (min. Min. 1.5-Inch, min. 2.0 pd AS -TM C578 expanded GAF 2- Pan, CR- Min. High GAF 2- pan, BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS-TA SBS-AA, SBS-TA 200 psi) polystyrene 20 Den0.sity Roof Fiberboard! Density Roof Fiberboard! CR-20 AA or APP-TA or APP-TA -222.5 Ca care (min. MIn. I.S-inch, min. 2.0 pd GAF 2- Min. 0.25-inch DensDeck, GAF 2- BP -AA, SBS- (Optional) BP -AA, SBS-AA, LWC-17. Concrete 200 psi) AS C578 expanded Pan, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -222.5 polystyrene 20 Gypsum -Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA LWC-I8. Concrete Min. 1.5-Inch, min. 2.0 pd ASTM C578 expanded GAF 2- Pan, CR- Min. 0.5-Inch EnergyGuard High GAF 2- pan BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS-AA, (min 200 (m1n. 200 psi) Density Roof Fiberboard AA SBS-TA SBS-TA or -240.0 polystyrene 20 CR-20 or APP-TA APP-TA Meadcrete Min. 1.5-Inch, min. 2.0 pd GAF 2- Mtn. 0.25-inch DensDeck, GAF 2- BP -AA, SBS- (Optional) BP-M' SBS-AA, LWC-19. Concrete (m/n. 200 psi) ASTM C578 expanded Part, CR- DensDeck Prime or SECUROCK Pan, AA, SBS-TA or SBS-AA, SBS-TA SBS-TA or -240.0 polystyrene 20 Gypsum -Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA Irv-Aoxcuxs Sysn:Ms• LWC-20. Concrete Meadcrit, (min.300 psf) MIn. 0.5-Inch Strudodek TD OB500 None WA SBS-SA (Optional)SBS-SA SBS-SA -122.5 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R32 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Merriman, PE-59166 Appendix 1, Page 43 of 61 �l TRINITY JERD TABLE4B: LIGHTWEIGHT INSULATING CONCRETE DECKS -NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALYATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base i Roof Cover MOP No. Structural LWC Membrane Faster AtbNment ph Cap (Dst) CONVFNRONLLSYSrENs: Min. 22 ga. type 8, Grade 33 Mearicrete (min. 300 psi) 6-Inch o.t. at min. 4-inch (Optional) BP- SITS -AA LWC-21, vented steel attached to wiM min. 1 pd EPS board Ruberold MOP Plus (granules Drill-Tec WWng side laps and 9-Inch o.c. in AA, SBS-AA, 569-TA or supports at max. 6 ft spans or and min. 2-Inch Nick top down) Impact Nall two, equally spaced SBS-TA or APP- APP-TA structural concrete coat staggered! center rowa. TA Min. 22 ga. type B, Grade 33 Min 250-300 psi Approved #14 HD Drill-Tec fasteners and 2' Fasten throueh LWC to LWC 22 steel ba supports at cellular LWC with min. 1 Pal Ruberold MOP Smooth Dnll-Te<Double- rat deck (Optional) SBS- SSS-TA -52.5 W-6-spans max. 6'-6'spans or structural EPS board and min. 2-Inch Barbed Round Steel withinstructo at welded within 4-Inch heat welded TA concrete Mick top coat Plates side laps Min. 22 ga. type B, Grade 33 Mearicrete (rain. 300 psi) GAFGLAS #75 Base Sheet, Tri- Ply Base Sheet, GAfGLAS at min. 4-inch (Optional) BP - SBS-AA, LWC-23. vented steel tl to with min. 1 ad EPS Iwartl Uld R80 UItlma Base Sheet, Sheet laps and 13-Inch aced in laps 12r AA, SBS-AA, SBS-TA or -52.5 supptrtsat ones. 6 spans or and min. 2-Inch Nick top GAWLAS Sbataven[Diminabar Fasten rBase Fastener (1.21n.) equally thme,staggered SBS-TAorAPP- APP-TA n,rete iWduralmncrete coal Nailable Venting Base Sheet sta99eretl tenter rows rcenterspaced, news TA Meancrete (min. 300 psi) with optional min. 1 pd GAFGLAS E75 Base Sheet, Th. 4-Inch o.c. at min. 4-Intl, LWC-24. Structural concrete Corrugated EPS Holey Boa ! Ply S75 Base Sheet, GAFGIAS Drill-Tec Base Sheet laps and ]-Inch o.c. in two, SBS-TA SBS-TA -52.5 and min. 24nch thick top Stratavent Eliminator Nailable Fastener (1.7) equally spaced, staggered at Venting Base Sheet center rows Min. 22 ga. type B, Grade 33 ]-Inch o.c. at In. 4-inch SBS-AA (polyester LWC-25. vented steel attached to Meadcrete (min. 742 psi) GAFGLAS FlexPly 6 Drill -Tee Base Sheet side laps and ]-Inch o.c. In (Optional) BP- -52.5 supports at max. 6 R spans or min. 2-Inch thick top coat Faztener (1.2) two, equally spaced AA, SBS-AA D61"W.Amced, D6164 structural concrete staggered center rows. only) Min. 22 ga. type B, Grade 33 Min 250-300 psi Approved Fasten throunh LWC to structural deck 12-inth o.c. steel attached W supports at cellular LWC with min. 1 pd GAFGLI9 FlexPly 6 See Note 2 at 4-inch side laps and 12- (Optional) BP- SES-AA, -6].5 LWC-26. max. 6 R spans or structural EPS ocard and min. d-Inch Inch o.c, in two, equally AA, SBS-AA SES-TA concrete thick baD coat spaced staggered center rows. Min. 22 ga. type B, Grade 33 Celmre Cellular Concrete Ruberold MOP Granule, Trl-Ply ]-Inch o.c. at min. 4-inch Sesi LWC-27. vented steel attached ba (min. 200 psi) with min. 1 SBS Modified Bitumen Drill-Tec Locking side laps and ]-Inch O.C. in BP-AAor SBS- SBS-TA or -75.0 supportsatconcrete Rspalw or pd EPS and min. 2- Membrane (granules down) ImpaR Nail two, equally tl AA ApP-TA sWmrml concrete Inch Mirk [op mat cap staggered center rows. enter MI.. 22 ga. type B, Grace 33 Celmre Cellular Concrete GAFGI.AS 075 Base Sheet, To- Ply d75 Base Sheet, GAFGIAS ]-Inch o.c. at min. 3-Inch LWC-28. vented steel attached ba (ram. 300 psi) with min. I 480 UItlma Base Sheet, Dtlll-Tec Gaze Sheet side laps and ]-Inch o.c. In Two Plies so- SBS-AA -7S.0 supports at max. 5-R spans or pd EPS board and min. 2. GAFGLAS Stratavent Eliminator Fastener (1.]) two, equally spaced AA or SBS-AA structural concrete Inch MIW top coat Nailable Venting Base Sheet staggered center news. Min. 22 ga. type B, Grade 33 Min 250 psi Approved Fasten Mro rats LWCAo Sbs•ra�IS k 12-Inch o.c. SBS-TA LWC 29 steel attached W supports at cellular LWC with optional Ruberold SBS Heat -Weld See Note 2 at 4-inch side laps and 12- (Optional) SB5- (polyester, -97.5 max. 5-R spans or structural min. I pd EPS board and Granule (granules down) inch o.c. in two, equally TA D6164 concrete min. 2-Inch Mick bap coat spaced staggered center only) news. Exterior Research and Design, I.I.C. d/b/a Trinity l ERD Evaluation Report 01506.11.04-R32 for F1.5680-R32 CortiFlcefe Of Authorization A9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 44 of 61 �I I KINITY I ERD TASLE4B: LIGHTWEIGHT INSULATING CONCRETE DECKS -NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base Roof Cover MDP No. Structural LWC Membrane Faster Attachment Ply Cap (Ps0 Mearicrele (min. 300 psi) with no EPS board. Note: To Min. 22 ga. type B, Grade 33 4uagly Me Meadeate under thus assembly, a Ddll-Tec 7-Inch o.c. at min. 4-Inch SSS-AA LWC-30. st el attached to supports at ease Sheet Fastener(1.21n.) GAFGIASFIessPly6 Drill-Tec Base Sheet laps and 7-inch o.c. in two, (Optional) BP. (polyester, -121.5 max. 6-ft spans or structural shall achieve an average Fastener 1.2 in. ( ) equally tl, staggered AA, SBS-AA 6169 concrete wlthdrawalof246/Dfor Cente�ro s only) greater when tested per TA$105 orAN5U5PRl FX-1 SQV-AU nal Symms: Min. 22 ga. type B, Grade 33 Mea1 Ie (min.300 psi) 7.5-M& o.c. n min.4-Inch LWC-31. vented steel attached to wIM min. 1 pd EPS board Per StormSah Anchor Sheet Drill -Tee Base Sheet laps and 12-Inch 0.c. In (Optl.nal) SBS- supports at max. 6 R spans or and min. Mick top Fastener (1.2 in.) Nree, equally spaced, SA SBS-SA structural concrete coat staggered center rows TABLE 40 LIGHTWEIGHT INSULATING CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEMTYPEF: NON -INSULATED, BONDED ROOF COVER System No. Deck (See Note 3) Primer Roof Cover MOP (Psf) Structural LWC Base Ply Cap SEWADHERMG SYSTEMS: LWC-32. Concrete Min. 250-300 psi Celcore LWIC ASTM D41 SBS-SA None SBS-TA -52.5 LWC-33. Concrete Min. 250-300 psi Culture LWIC TOPCOAT PRECOTE SBS-SA None SBS-TA -100.0 LWC-34. Concrete Min. 250-300 psi Elastizell LWIC ASTM D41 SBS-SA None SBS-SA -137.5 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506Al.04-1112 for FL5680-1112 Certlfleste of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Merriman, PE-59166 Appendix 1, Page 45 of 61 �! I RINITY ERD TABLE SA: CEMENTI7I0US W00D FIBER DECKS- NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A•1: BONDED INSULATION, BONDED ROOF COVER Sys[em Deck Base Insulation Layer Top Insulation layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Base ply Cap (PsO Coxvem[oNyu. Srsmalm Min. 1.5-Inch EnergyGuard RA, Min. 0.5-Inch EnergyGuard! High BP -AA, SBS- (Optional) One or SBS-AA, CWF-1. Tectum EnergyGuaN PH, EnergyGuard OB500 Density Roof Fiberboard O5500 AA more BP -AA, SBS-AA, SBS-TA or -45.0 RN SBS-TA or APP-TA APP-TA Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck, DensDeck BP -AA, SBS- (Optional) One or SBS-AA, CWF-2. Tectum EnergyGuard RH, EnergyGuard OB500 Prime or SECUROCK Gypsum-Flber OB500 AA, SBS-TA or more BP -AA, SBS-AA, SBS-TA or 45.0 RN Roof Board APP-TA SBS-TA or APP-TA APP-TA Min. 1.5-inch EnergyGuard RA, GAF 2-Part, Min. 0.5-inch EnergyGuaN High GAF 2 BP -AA, SBS- (Optional) One or SBS-AA, CWF-3. TecSum EnergyGuaN RH, EnergyGuaN CR-20 Density Roof Fiberboard Part, CR- AA more BP -AA, SBS-AA, SBS-TA or -52.5 RN 20 SBS-TA or APP-TA APP-TA Min. 1.5-Inch EnergyGuard RA, OAF 2-Part, Min. 0.25-Inch DensDeck, DensDeck GAF 2- BP -AA, SBS. (Optional) One or SBS-AA , CWF-4. Tectum N RH EnergyGua, EnergyGuaN C0.-20 prime or SECUROCK Gypsum-fiber Part,, CR- AA, SBS-TA or more BP -AA, SBS-AA, SBS -TA or -52.5 Roof Board 20 APP-TA SBS-TA or APP-TA APP-TA SMS-ADHERING Sr S: Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck, DensDeck WeatherWatch (Optional) SBS-TA or SBS-TA or CWF-5. Tectum EnergyGuardRH, EnergyGuard OB500 Prime or SKUROCK Gypsum-Flber OB500 xT APP-TA APP-TA -45.0 RN Roof Board Min. 1.5-Inch EnergyGuard RA, GAP 2-pan, Min. 0.25-Inch DensDeck, DensDeck GAF 2- Wea[herWatch (OptlonaQ SBS-TA or SBS-TA or CWF-6. Tectum EnergyGuard RH, EnergyGuaN CR-20 m Prime or SKUROCK Gypsu-Flber Part, CR- %T APP-TA APP-TA -$2.5 RN Roof Board 20 Extenor Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate Of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 46 of 61 a �l I RINIIY I ERD TABLE SB: CEMENTITIOUS WOOD FIBER DECKS— NEW CONSTRUCTION aft REROOF(TEAR-OFF) SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top InsulaBon Roo/Cover MDp No. <seeMom v) Type Fasteners Attach Type Attach Type Attach Rasa Ply Cap iPs/) CANves.o N. SYSTEMS: GAFGUlS #75 Base Sheet, Td-Ply 375 Base Sheet, 480 9-inch Min. 0.25-Inch (Optional) Baselimina anatMe3- Inch lap and 18-Inch (Optlanal) DenDeckk, BP -AA, SBS- CWF-]. T¢RVm $baMveVertninator Strana DHII-T0-Inch Drill-Tec equally Min.l-Gua HA DECUROPdme or HA SB-AA, SBS-AA, SBS-AA, TA, -82.5 Venting Base Sheet, lnWng space, staggered EnertlyGuard CK SBS-TA, SBS-TA, APP-TA RubereNallable tl 20, MOP Smooth, ImpaR Nail center mws center rove Gypsum -Fiber Roof Gypsum APFTA APP TA Heat W Heat Weld Smooth or Heat Board Weld 25 GAFGIAS 475 Base Sheet, Min. 0.5-Inch Td-Ply s75 Base Sheet, 080 9-Inch o.c. at Me 3- EnergyGuartl High (Optional) Ultima Base Sheet, Min. 1.8-indl lap and 18-Inch (Optlonal) Density Ro0f BP -AA, SBS- CWFB. Teclum SlaaftovInch Eliminator o.c. in two, equally Min. 1-Inch HA Fiberboard or min. MA BP-Ap, SBS-AA, TA, '-82.5 Mailable Venting Sheet, LockingDHII-Te Locking spaced, staggered EnemyGuartl 0.75-Inch SBS-AA SBS-TA, APP-TA RulboreNallable PBase Smooth, el 20, MOP Smooth, ImpaR Nail center rows EnergyGuard Persia APP-TA Heat W Heat Weld Smooth or Heat Roof Insulation Weld 25 (homogeneous) S6FAONEONG SYSTEMS: GAFGIAS a75 Base Sheet. Td-Ply s75 Base Sheet, 980 9-Inch o.c. at the 3- Min. 0.25-Inch Ultima Base Sheet, StmteventEliminator Min. 1.Von Drill-Tec Inch lap and 18-Inch (Optlonal) Dens0eck, DenDeck Prime or Weather- (Optional) 585- CWF-9. Tectum Nailable Venting Base Sheet, Locking o.c. in two, equally Min. 1-inch HA SECUROCK HA Watch Xr 585-TA, TA, -82.5 Ruberold 20, M0P Smooth, ImpaR Nail spaced, staggam EneryyGuard Gypsum-Fber Roof APP-TA APP-TA Heat Weld Smooth or Heat center rows Board Weld 25 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL568O-R32 Certificate of AuthorIntlon 49503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 47 of 61 X, VUNIIYIERD TABLE SC: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALY ATTACHED BASE SHEET, BONDED ROOF COVER System Decic Base Sheet Roof Covar MOP No. (See Not. 1) Type Faster Attachment Ply Cap iPsO COMVEHFIOHAt SYSTEMS: GAFGLAS Ply 4, Tri-Ply Ply 4, GAFGIAS FlexPiy 6, GAFGLAS #80 DNII-Tec LD 9-Inch o.c. at the 4-inch lap and (Optional) BP- CWF-30. Tectum UIUma Base Sheet, GAFGLAS Stratavent Eliminator Nallable Fasteners and Drill- 12-Inth o.c. in two, equally AA, SBS-AA or SBS-AA or -30.0 Venting Base Sheet Tec LD Plates spaced, staggered center rows SBS-TA SBS-TA Drill-Tec LO 9-Inch o.c. at the 4-Inch lap and (Optional) BP- SBS-AA or cWF-SI. Tectum Ruberold 20 Fasteners and Drill- 12-Inch o.c. in two, equally AA, SBS-AA or SBS-TA -60.0 Tec LD Plates spaced, staggered center rows SBS-TA Drlll-Tec LD 9-Inch o.c. at the 4-Inch lap and (Optional) SBS. CWF-12. Tectum Ruberold SBS Heat -Weld 25 Fasteners and Drill- 12-inch o.c. in two, equally TA SBS-TA -60.0 Tec W Plates spaced, staggered center rows GAFGLAS Ply 4, Tri-Ply Ply 4, GAFGLAS FlexPly 6, GAFGLAS #80 Drill-Tec W 7-Inch o.c, at the 4-Inch lap and (Optional) BP- SBS-AA or CWF-13. Tectum Wilma Base Sheet, GAFGIAS Statavent Eliminator Nallable Fasteners and Drill- ]-Inch o.c. in two, equally AA, SBS-AA or SBS-TA -67.5 Venting Base Sheet or Ruberold 20 Tec LD Plates spaced, staggered center rows SBS-TA Drill-Tec tD J-inch o.c. at the 4-Inch lap and (Optional) SBS. CWF-14. Tectum Ruberold SBS Heat -Weld 25 Fasteners and Drill- ]-inch o.c. in two, equally TA SBS-TA -67.5 Tec W Plates spaced, staggered center rows GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, #80 Ultima Min. 1.8-inch Drill- 9-Inch o.c. at the 3-Inch lap and SBS-AA, CWF-I5. Tec[um Base Sheet, Stratavent Eliminator Nallable Venting Base Sheet, Tec Lurking Impact ';-Inch o.c. in two, equally BP -AA, SBS-AA SBS-TA or -82.5 Ruberold 20, MOP Smooth, Heat Weld Smooth or Heat Weld 25 Nail spaced, staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01505.11.04-R12 for FL5680-1112 Cerdfimte of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 48 of 61 '�I 1 RINIIY I ERD TABLE GA: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER system Deck Base Insulation Layer Top Insulation Layer Roof Cover MDp Type Attach Type Attach Base Ply Cap No. (See Note 1) (Pon Existing sound gypsum Min. 1-InTh EnergyGuard OBS00 Min. 0.25-Inch DensDeck OBS00 SBS-SA (Optional) SBS- SBS-TA -45.0 or or gypsum plank RH, RM or RN DuraGuard TA G-2. Existing sound gypsum Min. 1-Inch EnergyGUard OBS00 (Optional) Additional layer(s) of OB500 SBS-SA None SBS-SA or gypsum plank RH base Insulation -87.5 G-3. along sound gypsum Min. 1-inch EnergyGuartl OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 SBS SA or (Optional) SBS- SBS-TA, or gypsum plank RN Flber Roof Board WeatherWatch K( TA, APP-TA APP.Tq -105.0 G-4. Existing sound gypsum Min. 1-Inch EnergyGuaM OB500 (Optional) Additional layer(s) of 0 B500 SRt5A0r (Optional) SBS- SBS-TA, or gypsum plank RN base Insulation WeatherWalch Kr TA, APP-TA APP-TA -147.5 Existing an gypsum Min. 1-inch EnergyGuard Min. 0.25-Inch DensDeck Prime or (O tional) SBS- G-5. or gypsum plank RH OB500 SECUROCK Gypsum -Fiber Roof OBS00 SBS-TA SBS-TA -190.0 Board TABLE 6B: GYPSUM DECKS - REROOF (TEAR -OFF) SYSTEMTYPEA-2: MECHANICALLYATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Sistem Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MOP No. (See Note 1) Type Fastener Attach Type Attach Type Attach I ease I ply I Cap I (Pat) VENTING SYSTEMS: GAFGIAS Y]S Base Min. 1.8-Inca Min. 0.5-Inca Td-Pl#75 Base SheetAgr DNII-Tec Locking 9-Inca o.c, at the 2- MIn. 1.5-Inch EnemyGuard Parma along soundLAS #80 Impatt Nall or Inch lap and 1&inch EnergyGuard PA, Recover Board! or BP -AA BP -AA, SBS-AA G-6. gypsum orSheet, Drill-Tec Base o.c In two, equally Ene Guard RH, HA min. 0.]5-Inch HA or SBS.pp or SBS- -05.0• gypsum planktavent Sheet Fastener spaced, staggered EnergyGuartl RN EnergyGuard Perim SBS-AA TA liable (121n) Center rows Rooflasulabon Sheet (homogeneous) Exisdng sound GAFGLAS Statavent Min. 1.8-Inca 9-Inch ox. at Me 2- Inch lap sad 16-Inca Min. 1.5-Inca Two G-]. gypsum Eliminator Naliable cail equally o.c.id, EnergyGuartl PA, HA None N/A B-LL plles SBS-AA -45.0• plank gypsum plank Venting Base Sheet Impact Impatt Nail seated, staggered staggered EneWGuard Fill, SBS-AA center rows EnemyGuaM AN TABLE 6C: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation i Top Insulation Layer i Roof Cover MDp Type I Attach Base Ply I cap No. (See Note 1) Layer I (Pan Ezirtin sound gypsum 9 (Optional) One or more Min. 0.15-inca EnergyGuard Drill-Tec Polymer Gyptec BP -AA or (Optional) BP- SBS-AAor G-8. or gypsum plank layers, any Roof insulation Fastener with DNII-Tec 1 per 1.3 ft2 SBS-AA AA, SBS-AA or SBS TA -62.5• combination, loose laid (homogeneous) (homogeneous) Gyptec Plate SBS-TA Exterior Research and Design, I.I.C. d/b/a TrlaitylERD Evaluation Report 01506.11.04-R32 for FL5680-R32 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 49 of 61 �I I RINIIYJERD TABLE 6D: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE Et NON -INSULATED, MECHANICALY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (Sea Note 1) Type Faster Attachment Ply Cap I (Psf) CONVENTIONAL Svarerls: Existing sound gypsum GAFGIAS Ply 4, Trl-Ply Ply 4, GAFGLAS FlexPly 6, DHII-Tec LD Fasteners 9-inch o.c. at Me 4-Inch lap and 12- (Optional) BP- SBS-M or G-9. or gypsum plank GAFGIAS *80 Ultima Base Sheet, GAFGLAS and Drill-Tec LD Inch o.c. in two, equally spaced, AA, SBS-AA or SBS-TA -30.0 Stmtavenf Eliminator Nailable Venting Base Sheet Plates staggered center rows SBS-TA G-10. ExISHng sound gypsum GAFGLAS Stratavent Eliminator Nailable Venting Ddll-Tec Locking 9-inch o.c. at min. 2-Inch laps antl IS- Inch o.c. in two, equally spaced, BP -AA, SBS- SBS-AA, SBS-TA or -45.0. or gypsum plank Base Sheet ImpactNall staggered center rows AA APP-TA Existing sound gypsum Drill-Tec Base Sheet 9-Inch o.c, at min. 2-Inch laps and IS- G-Il. or gypsum plank GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet Fastener (1.2 in.) inch o.c. in two, equally spaced, SBS-TA SBS-TA 45.0• staggered center rows Existing sound gypsum GAFGIAS #75 Base Sheet, Tri-Ply #75 Use Sheet, Drill-Tec Base Sheet 9-Inch o.c. at min. 2-inch laps and 12- (Optional) BP- AA, SBS-AA, SBS-AA, G-12. or gypsum plank GAFGIAS *80 Wilma Base Sheet or GAFGIAS Fastener (1.2 in.) Inch o.c. In two, equally spaced, SBS-TA or SBS-TA or -50.0• Stratavenf Eliminator Nailable Venting Base Sheet staggered center rows APP-TA APP-TA Ezlsting sound gypsum Drill-Tec LD Fasteners 9-Inch o.c. at the 4-Inch lap and 12- (Optional) BP- SBS-AA or G-13. or gypsum plank Ruberoid 20 and DNII-Tec LD Inch o.c. in two, equally spaced, AA, SBS-AA or SBS-TA -60.0 plates staggered center rows SBS-TA I Existing wand gypsum Drill-Tec LD Fasteners 9-Inch o.c. at the 4-inch lap and 12- (Optional) G-14. or gypsum plank Ruberoid SBS Heat -Weld 25 and Drill -Tee LD inch o.c. in two, equally spaced, SBS-TA SBS-TA -60.0 Plates staggered center rows IX sound gypsum GAPGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, Drill -Tee Base Sheet 9-Inch o.c. at min. 2-inch laps and 9- (Optional) BP- SBS-AA, G-15. or gypsum plank GAFGUIS #80 Ultima Base Sheet or GAFGLAS Fastener (1.2 In.) Inch o.c. in three, equally spaced, SB -TA or , SBS-TA or SBS-TA or -S7.5* SVataven[Eliminator Nailable Venting Base Sheet staggered center rows APP-TA qpP TA GAFGLAS Ply 4, Tri-Ply Ply 4, GAFGLAS FlexPly 6, Drill -Tee LD Fasteners 7-inch o.c. at the flinch lap and 7- (Optional) BP - G-16. Existing sound gypsum GAFGLAS #80 Wilma Base Sheet, GAFGLAS and Drill-Tec lD Inch in two, equally spaced, AA, 5B5-AA or SBS-AA or -67.5 or gypsum plank Stratavent Eliminator Nailable Venting Base Sheet or plates staggered center rows SBS-TA SBS-TA Ruberoid 20 Existing sound gypsum Dflll-Tec LD Fasteners 7-Inch o.c. of the 4-Inch lap and 7- (OPtoonal) G-17. orgypsum plank Rubergid SBS Heat -Weld 25 and Drill -Tee LD Inch o.c. in two, equally spaced, SBS-TA SBS-TA -67.5 Plates staggered center rows I Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/252014 Prepared by: Robert Wernher, PE-59166 Appendix 1, Page 50 of 61 I �I TRIM Y I ERD TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE INSULAnON LAYER ONLY) System Substrate Base Insulation Layer Roof Cover MOP type Attach Base Ply Cap No. (see NRteSi A 11) (psf) COHV ONALSy5 SW BASEINNIATLONUWRONLY R-1. Existing asphaltic roof cover Min. 0.75-Inch EnergyGuard Perllte Roof HA BP-AASBS-AA (Optional) One or more BP -AA, SBS-AA, SBS- insulation (homogmeous) , SBS-AA, SBS-TA or APP-TA TA or APP-TA _190.0 R-2. Existing asphaltic roof cover Min. 0.5-Inch EnemyGuard Perlite Recover HA BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS- -165.0 Board SBS-AA, SBS-TA or APP-TA TA or APP-TA R-3. Existing asphaltic roof cover MIn. 0.5-inch EnemyGuard High Density HA BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS- -165.0 Roof Fibrb eoard SBS-AA, SBS-TA or APP-TA TA or APP-TA R-4. Existing asphaltic root cover Min. 1.5-Inch EnergyGuard Composite HA BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS- SBS-AA TA or APP-TA R-5. Existing granule surface cap sheet Min. 0.25-Inch DensDeck Prime or HA SBS-TA, APP-TA onal) SBS-TA, APP-TA (Optional)TA SBS-TA, APP- -240.0 SECUROCK Gypsum -Fiber Roof Board R-6. Existing asphaltic roof cover Min. 0.5-Inch EnemyGuard High Density OBSOU BP -AA, SBS-AA (Optional) One or more BP -AA, SBS-AA, SBS- -120.0 RoofFiberboard SBS-AA, SBS-TA or APP-TA TA or APP-TA R-7. Existing asphaltic roof cover Min. 0.25-Inch DensDeck Prime I OB500 SBS-TA (Optional) One or more SBS- SBS-TA -120.0 TA R-8. Existing granule surface cap sheet Min. 0.25-Inch DensDeck Prime or OB500, 6- SBS-TAAPP-TA (Optional) SBS-TA, APP-TA SBS-TA, APP- -240.0 SECUROCK Gypsum -Fiber Roof Board!, inch O.C. TA R-9. Existing asphaltic roof cover Min. 0.5-Inch EnergyGuard High Density GAF 2-Part, BP -AA, SBS-AA (Optional) One or more OP -AA, SBS-AA, SBS- Roof Fiberboard CR-20 SBS-AA, SBS-TA or APP-TA TA or APP-TA -165.0 R-30. Existing asphaltic roof cover Min. 0.25-Inch DensDeck Prime GAF 2-Part, SBS-TA (Optional) SBS-TA SBS-TA -245.0 CR-20 SELF -ADHERING SYSTEMS W SAW INSYNTIOM LAYER ONLY R-11. Existing asphaltic roof cover Min. 1.5-Inch EnemyGuard Ultre HA SBS-SA (Optional) SBS-SA, SBS-TA, SBS-SA, SBS- -90.0 APP-TA TA, APP-TA R-12. Existing asphaltic roof cover Min. 0.25-Inch DensDeck DuraGuard HA SBS-SA (Optional) SBS-SA, SBS-TA, SBS-SA, SBS- -127.5 APP-TA TA, APP-TA R-13. Existing asphaltic mof cover Min. 0.25-Inch DensDeck DUraGUard HA Weatherviatch (Optional) SBS-TA, APP-TA -TA, APP- -127.5 TABS R-14. Existing asphaltic roofcover Min. 1.5-Inch EnergyGuard RN HA SBS-SA (Optional) SBS-SA, SBS-TA, SBS-TA, APP- -210.0 APP-TA TA R-I5. Existing asphaltic roof cover Min. 1.5-Inch EneMyGuamI RN HA WeatherY/atch (Optional) SBS-TA, APP-TA SBS-TA, APP 410.0 R-16. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA HA SW -SA (Optional) SBS-SA, SBS-TA, SBS-TA, APP- _217.5 APP-TA TA R-17. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA HA rtherivatch (Optional) SBS-TA, APP-TA TAS-TA, APT- -217.5 Exterior Research and Design, U-C. d/b/a Trinity H ERD Evaluation Report 01506.11.04-R12 for FL5680-RI2 Certificate of Authorization 09503 14 Prepared by: Robed Nieminen, PE-59166 Revision 12: 04/25/of 61 Appendix I, Page 51 of 61 \ TR N1TY ERD TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1l BONDED INSULATION, BONDED ROOF COVER (Besse ItisuunGN LAyeR ONLY) System Substrate Base Insulation Layer Roof Cover MDP Type Attach Base Ply Cap No. (See Notea 1911) (Psf) R-18. Existing granule surface cap sheet Min. 0.25-Inch DensDeck Prime or HA WeatherWatch (Optional) SBS-TAAPP-TA SW-TA,- -240.0 SECUROCK Gypsum -Fiber Roof Board )(T , TA Existing smooth surfaced BUR/ AMP Min. 0.5-Inch EnergyGuard RH HD Polyiso SBS- SBS-SA or R-19. modified bitumen or granule surface roof Insulation, EnergyGuard HD Polylso OB500 a Watch (Optional) SBS-TA or APP-TA SBS-TA or APP. -97.5 cover over structural concrete deck Insulation, EnergyGuard HD Plus Polyiso KT TA Insulation R-20. Existing asphaltic roof cover Min 0.5-inch Stmdodek High Density 00500, 6- SBS-SA (Optional) SBS-SA SBS-SA -110.0 Fiberboard Roof Insulation inch o.c. R-21. Existing asphaltic roof cover Min. 0.25-Inch DensDeck DuraGuard 05500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 R-22. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuaM RN 05500 SBS-SA (Optional) SBS-SA SBS-SA -120.0 R-23. Existing asphaltic roof cover Min. 0.25-Inch DensDeck OB500 SBS-SA (Optional) SBS-TA or APP-TA TAS-TA or APP- -120.0 R-24. Existing asphaltic roof cover Min. 0.25-Inch DensDeck primed with OB500 SBS-SA (Optional) SBS-TA or APP-TA SBS-TA or APP. -120.0 ASTM D41 primer TA R-25. Foisting asphaltic roof cover Min. 0.25-Inch SECUROCK Gypsum-Flber 08500 SBS-SA or WeatherWatch (Optional) 5B5-TA or APP-TA SBS-TA or APP- -120.0 Roof Board KT TA R-26. Existing asphaltic roof cover Min. 0.25-Inch SECUROCK Gypsum -Fiber OB500 SBS-SA (Optional) SBS-TA or APP-TA SBS-TA or APP- -120.0 Roof Boats primed with ASIM D41 primer TA R-27. Existing asphaltic roof cover Min. 0.25-Inch DensDeck Prime OB500 IWLTeatherWafN (Optional) SBS-TA SBS-TA -120.0 R-28. Existing smooth- or granule-surfacetoBUR Min. 0ATInN EnergyGuard OB500 SBS-SA or (Optional) SBS-TA, APP-TA SBS-TA, APP- -225.0 oerconcrete or modified bitumen over wncrete deck UltraPOLYISO INSULATION, EnergyGuard Ultra �eatherWatN TA R-29. Existing granule surface rap sheet MIn. 0.25-Inch DensDeck Prime or OB500, 6- WeatherWatch (Optional) SBS-TA, APP-TA SBS-TA, APP- 240 0 SECUROCK Gypsum -Fiber Roof Board Inch o.c. xT TA R-30. Existing smooth -surface BUR over Min. 0.5-inch EnergyGuard POLYISO LRP-M, M- SBS-SA or eathertyatch (Optional) SBS-TA, APP-TA 585-TA, APP- -75.0 Concrete deck INSULATION, EnergyGuard Ulm OSFA TA Min. 0.5-Inch EnergyGuard RH HD Polyiso SBS-SA or R-31. Existing smooth surfaced BUR or granule Insulation, EnergyGuard HD Polyiso LAF-M, M- ea[herWafch (Optional) SBS-TA or APP-TA 505-TA or APP- -]5.0 surface roof cover Insulation, EnergyGuaM HD Plus Polyiso OSFA TA Nsula[lon Existing granule -surface BUR or modified Min. 0.5-Inch EnergyGuaM POLYISO LRFM, M- SBS-SA or SBS-TA, APP- R-32. bitumen or smooth -surface SBS modified INSUTATION, EnergyGuard Ultra OSFA Weather Watch (Optional) SBS-TA, APP-TA TA -225.0 bitumen over concrete deck- xT R-33. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RN GAF2-Part, SBS-SA (Optional) SBS-SA, SBS-TA, SBS-TA, APP- -210.0 CR-20 APP-TA TA Extedor Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-RI2 for FL6680-R12 Certificate of Authorization 49503 Revision 12: 04/25/2014 Prepared by: Robert Mariner, PE-59166 Appendix 1, Page 52 of 61 �l TRINITYJERD TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE INSYUTION LAYER ONLY) System Substrate Base Insulation Layer Roof Cover MDP Type Attach Base Ply Cap No. (See Not" 1911) (Psf) R-34. Existing asphaltic roof cover Min. 1.5-inch EnefgyGuard RN GAF 2-Part, WeatherWatch (Optional) SBS-TA, APP-TA SBS-TA, APP -210.0 CR-20 XT TA R-35. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA GAF 2-Part, SBS-SA (Optional) SBS-SA, SBS-TA, SBS-TA, APP- -21].5 CR-20 APP-TA TA R-36. Existing asphaltic roof cover Min. 1.5-inch Ener9yGUard RA GAF 2-Part, WeatherWatch (Optional) SBS-TA, APP-TA SBS-TA, APP- -217.5 CR-20 XT TA R-37. Existing asphaltic roof cover Min. 0.25-inch DensDeck Prime GAF 2-Part, WeatherWatch (Optional) SBS-TA SBS-TA -245.0 CR-20 XT Vinyl SYSTEMS W[TN BASE INSULATION LAYER ONLY R-38. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA, HA B-LL (Optional) One or mare BP -AA, SBS-AA -I50.0 EnergyGuard AN, EnergyGuard AN SBS-AA R-39. Existing asphaltic mof cover Min. 1.5-inch EnergyGuard RA, HA B-LL One or more BP -AA, SBS-AA SBS-TA or APR _150.0 EnergyGuard Ali, EnergyGuard RN TA Existing smooth- or granule -surface BUR, R40. granule -surface modified bitumen or Min. 0.5-inch EnergyGuard POLYI50 NA B LL (Optional) One or more BP -AA, SBS-AA smooth -surface SBS modified bitumen INSULATION, EnergyGuard Ultra SBS-AA -150.0 over concrete deck R41. Existing asphaltic roof cover Min. 1.5 inch EncrgyGuard Ultra HA B-LL (Optional) One or more BP -AA, SBS-AA SBS-AA -172.5 R-42. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA B-LL One or more BP -AA, SBS-AA TABS -TA or APP- -172.5 R-43. Existing smooth- or granule -surface BUR Min. 0.5-inch EnergyGuard POLYISO 08500 B-LL (Optional) One or more Si SBS-AA -225.0 or modified bitumen over concrete deck INSULATION, EnergyGuard Ultra SBS-AA Existing smooth -surface BUR over Min. 0.5-inch EnergyGuard POLYISO LRF-M, M- (Optional) One or more BP -AA, R-94 concrete deck INSULATION, EnergyGuard Ultra OSFA B-LL SBS-AA SBS-AA -75.0 1145. Existing granule -surface BUR or modlfied bitumen or smooth -surface SBS modified Min. 0.5-inch EnergyGuard POLYISO IRF-M, M- B-LL (Optional) One or mare BP -AA, SBS-AA -225.0 bitumen over concrete deck INSULATION, EnergyGuard Ultra OSFA SBS-AA COLO-APPUIED SYSTEMS WRM Saar INsuunoN LAYER ONLY R46. Existing mineral surface cap or asphalt Min. 0.25-Inch DensDeck Prime or HA SBS-CA-1 None SBS-CA-1 -127.5 BUR SECUROCK Gypsum -Fiber Roof Board R-47. Existing mineral surface cap Min. 0.25-inch SECUROCK Gypsum -Fiber HA SBS-CA-1 None SBS-CA-1 -172.5 Roof Board RAB. Existing smooth APP, mineral surface cap Min. 1.5-inch EnergyGuard RA, OB500 SBS-CA-1 None SBS-CA-1 or asphaltic BUR EnergyGuard RH, EnergyGuafd RN Extefiar Research and Design, LLC. d/b/a Trinity H ERD Evaluation Report 01506.11.04-R12 for FLS680-R12 Certificate of Authorization #9503 Revislon 12: 04/25/2014 prepared by: Robert Meminon, PE-59166 Appendix 1, Page 53 of 61 �I I KINITY I ERD TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE INSULATION LAWR ONLY) System Substrate Base Insulation Layer Roof Cover MDP Type Attach Base Ply Cap No. (see Notes I&11) (Pat) Existing smooth surfaced BUR/ APP Min. 0.5-Inch EnergyGuard RH HD Polylso R-09, modified bitumen or granule surface roof Insulation, EnergyGuard HD Polyiso OB500 SBS-CA or SBS- None SBS-CA or -97.5 cover war structural concrete deck Insulation, EnergyGuard HD Plus Polyiso U-1 SBS-CA-I Insulation R-50. Existing asphalt BUR Min. 0.25-inch DensDeck Prime or SKUROCK Gypsum -Fiber Roof Board OB500 SBS{A-1 None SBS-CA-1 -120.0 R-51. Existing smooth APP or mineral surface Min. 0.25-Inch DensDeck Prime OB500 SBS-CA-1 None SBS-CA-I -127.5 Exp R-52. Existing smooth APP Min. 0.25-Inch SECUROCK Gypsum -Fiber OB500 SBS-CA-1 None SBS-CA-1 -165.0 Roof Board R-53. Existing mineral surtax rap Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board OBS00 SBS-CAA None SBS-CA-I -172.5 yGud Min. 0.5-Inch Energard RH HD Po""" smooth surfaced BUR or granule Insulation, Energya HD Polyiso LRF-M, M- SBS-CA or SBS- None SBS-CA or R-54. surface roof cover Insulation, EnergyGuard HD Plus Polyiso OSFA CA-1 SBS CA 1 -]5.0 Insulation H1apD NOT/COLD-APPLIED SYSTEMS WRN BASE INSULATION LAVER ONLY Existing mineral surface cap or asphalt Min. 0.25-inch DensDeck Prime, DensDeck 0.-55. BUR DuraGuard or SECUROCK Gypsum -Fiber HA None Two BP -AA SBS-1:A-1 -127.5 Roof Board R-56. Existing mineral surface cap Min. 0.25-inch SECUROCK Gypsum -Fiber HA None Two BP -AA SBS-CA-1 -172.5 Roof Board Min. 0.25-Inch DensDeck Prime, DensDeck R-57. Existing asphalt BUR DuraGuard or SECUROCK Gypsum -Fiber OB500 None Two BP -AA SBS-CA-1 -120.0 Roof Board R-SB. Existing smooth APP or mineral surface Min. 0.25-Inch DensDeck Prime OB500 None TWO BP -AA S5S-CA-1 -127.5 cap R-59. Existing smooth APP Min. 0.25-inch SECUROCK Gypsum -Fiber OB500 None Two BP -AA SBS-CA-1 -165.0 Roof Board R-60. Existing mineral surface cap Min. 0.25-inch SECUROCK Gypsum -Fiber OBS00 None Two BP -AA SBS-CA-1 -172.5 Roof Board Exterior Research and Design, U.C. d/b/a Trinity l ERD Evaluation Report 01506.11.04-R12 for F15680-11,12 CerUOcate of Authorisation #9503 Revklon 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 54 of 61 �I I KINIIY I ERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top LAYER INSULATION) System Substrate Basa Insulation Layer Top Insulation Layer Roof Cover MOP rypa Attach Type Attach Base PIY Cap No. (See Notes 1 & 11) [P-0 CONVENTIONAL SYSTENS (BASE ANDTOP LnYCR INSULATION): Min. 1.5-Inc]n EnergyGuard M, Min. 0.25-Inch DensDeck, DensDeck SBS-AA R-61. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard HA Prime or SECUROCK Gypsum-Flber HA BP -AA (Optional) BP- or SBS- -112.5 RN Roof Board AA TA R-62. Existing asphaltic root cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard M, EnergyGuard HA Min. 0.25-Inch DensDeck Prime or HA SBS-TA, APP- (Optional) SBS- SBS-TA, -127.5 RN SECUROCK Gypsum -Fiber Roof Board TA TA, APP-TA APP-TA Existing smooth- or granule- Min. 0.5-Inch Structodek High surface BUR, granule- Density Fiberboard Roof Insulation, suAace bitumen Or Min. 0.5-Inch EnergyGuard Ene rgyGuard Perlite Recover Board, BP -AA, SBS- (Optional) BP - sur.modified smooch -surface SBS POLYISO INSULATION, HA min. 0.7S-Inch EnergyGuard Fertile HA AA qq SBS AA SBS-AA -150.0 modified bitumen over EnergyGuard Ultra Roof Insulation, min. 0rime,N concrete concrete tleck DensDeck, DensDeck Prime, SECUROCK Gypsum Fiber Roof Board R-64. Existing granule surfaceMin. rap I.S-Inch EnergyGuard M,ace EnergyGuard RH, EnergyGuard HA Min. 0.25-Inch DensDeck Prime or HA SBS-TA, APP- (Optional) SBS- SBS-TA, sheet RN SECUROCK Gypsum-Flber Roof Board TA TA, APP-TA APP-TA _312.5 Min. 1.5-inch EnergyGuard M, (Optional) One SBS-AA, R-65. Existing asphaltic roof cover Ene rgyGuard RH, EnergyGuard HA Min. 0.75-Inch EnergyGuard PerOte HA BP -AA, SBS- or more SP-AA, SBS-TA -172.5 RN Roof Insulation (homageneoue) AA SBS-AA, SBS- or APP- TA or APP-TA TA R-66. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard M, EergyGuard RH, EnergyGuard HA Min. 0.5-Inch EnergyGuard Perite HA BP -AA, SBS- (Optional) One Recover Board AA r BP -AA, oor mom om SBS-AA -187.5 RN Min. 1.5-Inch EnergyGuard M, (Optional) BP- SBS-AA, R-67. Existing asphaltic roof EnergyGuard rgyGuard MA Min. 0.25-Inch SECUROCK Gypsum- HA BP -AA or SBS- AA, SBS-AA, SBS-TA -225.0 RN or EnergyGuard artl Ultm Fiber Roof Board AA SBS-TA or APP- or APP- TA TA R-68. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard M, EnergyGuard RH, EnergyGuard HA Min. 0.25-inch DensDeck Prime or HA SBS-TA (Optional) SBS- SBS-TA RN or EnergyGuard Ultra SECUROCK Gypsum -Fiber Roof Board TA -232.5 R-69. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuard HA Min. 0.25-Inch SECUROCK Gypsum- HA APP-TA (Optional) APP- APP-TA RN Fiber Roof Board TA -240.0 Min. 1.5-Inch EnergyGuard M, Min. 0.5-Inch EnergyGuard High (Optional) One SBS-AA, R-]0. Existing asphaltic roof cover EnergyGuardDensity RH, EnergyGuard HA Roo/ Fiberboard or Min. 1.5- HA BP -AA, SBS- or more BP -AA, SBS-TA -240.0 HH inch EnergyGuard Composite or min. AA SBS-PA, SBS- or APP- 0.25-inch DensDeck Prime TA or APP-TA TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11."-R12 for FL5680-R32 Cerhfiate of Authorization H9503 14 Prepared by: Robert Mariner, PE-59166 Appendix 12: Page 55/of 61 Appendix 1, Page 55 of 61 'A> �l I RINIIYJERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP Type Attach Type Attach Base Ply Cap No. (See Notes 1 & 11) (Psf) Existing asphalt BUR or Min. 1.5-inch EnergyGuard RA, Min. 0.25-inch DensDeck, DensDeck BP -AA, SBS- (Optional) One or more BP -AA, SBS-AA, SBS-TA R-]I. mineral surface cep EnergyGuard AM, EnergyGuard OB500 Prime or SECUROCK Gypsum-Flber OB500 AA, SBS-TA or SBS-AA, SBS- or APP- -120.0 RN Roof Board APP-TA TA or APP-TA TA Min. 1.5-inch EneMyGuard RA, (Optional) One SBS-AA, R-72. Existing asphalt BUR or E�ntergyGuard RH, EnergyGuard 00500 Min. 0.5-inch EnergyGuard High OB500 BP -AA, SBS- or more BP -AA, SBS-TA -120.0 mineral surface up Density Roof Fiberboard AA SBS-AA, SBS- or APP- TA or APP-TA TA Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck or gp-AA, SBg- (Optional) One or more BP -AA, SBS-AA, SBS-TA R-73. E%IsUng smooth APP EnergyGuard RN, EnergyGuard OB500 DensDeck Prime OB500 AA, S-TA or SBS-AA, SBS- orAPP- -I50.0 APPTA TA or APP-TA TA Min. 0.54rich Structodek High fxisting smooth- or granule- Min. 0.5-Inch EnergyGuard Density Fiberboard Roof Insulation, Bp -AA. SBS- (Optional) BP- R-74. surface BUR or modified POLYISO INSULATION, OB500 min. 0.25-Inch DensDeck, DensDeck OBS00 pp SBS-AA SBS-AA -150.0 bitumen over concrete deck EnergyGuard Ultra Prime, SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch EnergyGuard PA, BP -AA, SBS- (Optional) One SBS-AA, R-75. Existing smooch APP EnergyGuard RH, EnergyGuard OB500 Min. 0.25-inch DensDeck Prime or OB500 AA, SBS-TA or or more ONAA, SBS-TA -165.0 RN SECUROCK Gypsum -Fiber Roof Board APP-TA SBS-AA, SBS- or APP- TA or APP-TA TA Min. 1.5-Inch EnergyGuard RA, (Optional) One SBS-AA, R-76. Existing smooth APP EnergyGuard RH, EnergyGuard OBS00 Min, 0.5-Inch EnergyGuard High OB500 BP -AA, SBS- or mare BP -AA, SBS-TA -165.0 RN Density Roof Fiberboard AA SBS-AA, SBS- or APP- TA or APP-TA TA OBS00, OB500, BP -AA, SBS- (Optional) One SBS-AA, R-77. Existing mineral surface cep Min. 1.5-inch EnergyGuaN RA or 6-Inch Min. 0.25-Inch DensDeck Prime or 6-Inch AA, SBS-TA or or more BP -AA, S85-TA -240.0 EnergyGuard RN O.C. SECUROCK Gypsum -Fiber Roof Board O.C. APP TA SBS-AA, SBS- or APP- TA or APP-TA TA Min. 0.5-Inch Shuctodek High Existing smooth -surface BUR Min. 0.5-Inch EnergyGuard titF-M' Density Fiberboard Roof Insulation, BP -AA, 565- (Optional) Bp- R-78. over concrete deck MLYISO INSULATION, M-OSFA min. 0.25-Inch DensDeck, DensDeck -OSFA M-OSF AA AA, SBS-AA SBS-AA -75.0 EnergyGuard Ultra Prime, SECUROCK Gypsum Fiber Roof Board Existing granule -surface BUR Min. 0.5-inch Structodek High or modified bitumen or Min. 0.5-Inch EnemyGuard LRF-M Density Fiberboard Roof Insulation, LRF-M, BP -AA, SBS- (Optional) II- R-79. smooth -surface SBS POLYISO INSULATION, M-D$FA min. 0.25-Inch DensDeck, DensDeck M-OSFA AA AA, SBS-AA SBS-AA -150.0 modlRed bitumen over EnergyGuard Ultra Prime, SECUROCK Gypsum Fiber concrete deck Roof Board Exterior Research and Design, I.I.C. d/b/a TnmtylERD Evaluation Report O1S06.11.04-R12 for FL5680-R12 Certificate of Authorleation #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 56 of 61 '-,l TRINITY ERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEMTYPEA-1: BONDED INSULATION, BONDED ROOF COVER(BASEANo Top LAYER INSUWnON) System Substrate Base Insulation Layer Top Insulation layer Roo/Cover MOP Type Attach Type Attach Base Ply Cap No. (See Notes 1 & 11) (Psf) Min. 1.5-Inch EnergyGuard RA, GAF 2- GAF 2- (Optional) One SBS-M, R-80. Existing asphaltic roof cover EnergyGuard RH, EnergEnergyGuardMin. Part, 0.5-Inch EnergyGuard High PaK, BP -AA, SBS- or more BP-M, SBS-TA -180.0 RN CR-20 Density Roof Fiberboard!Fiberboard!AA CR 20 AA, SBS- or APP- TA o TA or APP-TA TA Min. 2.0-Inch EnergyGuard RA, GAF 2- GAP 2- (Optional) BP- SBS-AA, R-81. Existing asphaltic roof cover Guard Part, Min. SECUROCK Gypsum- Part, BP-M or SBS- AA, SBS-M, SBS-TA -225.0 ua d Ultra RN or EnergyGuard Ultra RN or CR-20 Fiber Root Board Roof CR-20 M SBS-TA or APP- orAPP- TA TA Min. 2.0-Inch EnergyGuard RA, GAF 2- GAF 2- (Optional) BP- SBS-M, R-82. Existing asphaltic roof cover EnergyGuard RH, EnergyGuardMin. Part, 0.25-Inch SECUROCK Gypsum- Part, SBS-TA or M, SBS-M, SBS-TA _232.5 RN or EnergyGuard Ultra CR-20 Fiber Root Board CR 20 APP-TA SBS-TA or APP- or APP- TA TA Min. 1.5-inch EnergyGuard RA, GAF 2- GAF 2- BP-M, SBS- (Optional) One SBS-M, R-83. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard Part, Min. 0.25-Inch DensDeck or part, M, SBS-TA or or more BP-M, SBS-TA -240.0 RN CR-20 DensDeck Prime CR-20 APP-TA SBS-M, SBS- or APP- TA or APP-TA TA SELF-AONEUNO SYSTEMS WRIT POLYfsO MU"Tii BASE INSOLATWN"YM R-84. Existing asphaltic roof cover Min. 1.5-inch EnemyGuard Ultra HA Min. 0.25-Inch DensDeck DuraGuard HA SBS-SA (Optional) SBS- SBS-TA or APP- -90.0 SA TA R-85. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard Ultra HA Min. 0.25-inch DensDeck DumGuard HA WeatherWatch (Optional) SBS- SBS-TA or APP- -90.0 XT TA, APP-TA TA Min. 1.5-Inch EnergyGuard RA, SBS- SBS-TA R-86. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard HA Min. 0.25-Inch DensDeck DuraGuard HA SBS-SA SOptional) or APP- -127.5 RN TA R-87. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard M, EnergyGuard HA Min. 0.25-Inch DensDeck DuraGuand HA WeatherWatch (Optional) SBS- SBS-TA or APP- -127.5 RN XT TA, APP-TA TA R-88. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA, EnemyGuartl RH, EnergyGuard HA Min. 0.25-Inch DensDeck Prime or HA WeatherWatch (Optional) SBS- 505-TA, -127.5 RN SECUROCK Gypsum -Fiber Roof Board XT TA, APP-TA APP-TA R-89. Existing granule surface cap cap 1.5-Inch EnergyGuard M, EnergyGuard RH, EnergyGuard HA Min. 0.25-Inch DensDeck Prime or HA WeatherWatch (Optional) SBS- SBS-TA, sheet RN SECUROCK Gypsum-Rber Roof Board XT TA, APP-TA APP-TA _3]2.5 R-90. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard M, EneMyGuard HA Min. 0.25-Inch DensDeck Prime or Hq WeatherWatch (Optional) SBS- SBS-TA, -240.0 RN or EnergyGuard Ultra SECUROCK Gypsum -Fiber Roof Board XT TA, APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization p9503 Prepared by: Robert Nieminen, PE-59166 Revision 12: Appendix 1, Pagege 57 5] of of 61 61 �I I RINIIY J ERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEMTYPEA-it BONDED INSULATION, BONDED ROOF COVER(BASEANO Tap LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP Type Attach Type Attach Base Ply Cap No. (Sea Notes 1 & 11) (PS0 (Optional) SBS- SBS-TA R-91. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard Ultra OB500 Min. 0.25-Inch DensDeck DuraGuard 08500 SBS-SA SA or APP- -90.0 TA R-92. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard Ultra OB500 MITI. 0.25-inch DensDeck DuraGvaN 08500 WeatherWatch XT (Optional) SBS- TA, APP-TA - SBS-TA or APP- -90.0 TA Existing smooth surfaced Min. 0.5-Inch EnergyGuard RH HD BUR / APP modified bitumen Polyiso Insulation, EnergyGuard HO SBS-SA or (Optional) SBS- SBS-TA R-93. or granule surface roof cover Min. 1.5-Inch EnergyGuard RH OB500 Polyiso Insulation, EnergyGuard HD 08500 WeatherWatch TA or PPP -TA or APP- -97.5 over structural concrete Plus Polyls° Insulation XT TA Beck Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck, DensDeck (Optional) SBS- SBS-TA R-94. Existing asphaltic roof cover EnergyGuard RN, EnergyGuaN OB500 Prime or DensDeck DuraGuard or 05500 SBS-SA SA or APP- -120.0 RN SECUROCK Gypsum-Flber Roof Board TA R-95. Existing asphalt BUR or Min. 1.5-Inch EnergyGuaN RA, EnergyGuard RH, EnergyGuard OBSOO DensDeck Prime or Min. 0.00K 08500 Weatherlya[ch (Optional) SBS- SBS-TA or APP- -120.0 mineral surface rap RN SECUROCK Gypsum-Flber Roof Board Gy Xi TA or APP-TA TA Existing smooth- or granule- Min. 0.5-Inch EnergyGuard SBS-SA or SBS- (Optional) SBS- SBS-TA R-96. surface BUR or moel0ed POLYISO INSULATION, OB500 Min. 0.2S-Inch DensDeck DuraGuaN OBSOO Weathertyatch TA or APP-TA or APP- -12].S bitumen over concrete deck EnegyGuaN Ultra XT TA Existing smooth- or granule- Min. 0.5-Inch EnergyGuaN WeatherWatch (Optional) SBS- SBS-TA R-97. surface BUR or modified POLYISO INSULATION, OB500 Min. 0.2S-inch DensDeck Prime OBSOO IT TA or APP-TA or APP- -127.5 bitumen over concrete deck EnergyGuaN Ultra TA Min. 1.5-inch EnergyGuard RA, WeatherWatch (Optional) SBS- SBS-TA R-98. Existing smooth APP EnergyGuard RH, EnergyGuard[ OBSOO Min. 0.25-Inch DensDeck Prime OB500 %T TA or APP-TA TAAPP- -150.0 RN Min. 1.5-Inch EnergyGuard RA, (Optional) SBS- R-99. Existing smooth APP EnergyGuard RH, EnergyGuard Osseo Min. 0.25-Inch DensDeck Prime Osseo SBS-SA SA SBS-SA -152.5 RN Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck; surface (Optional) al) SBS- 5B5-TA, R-100. Existing smooth APP EnergyGuard RH, EnergyGuard! OB500 shall be primed with ASTM D41 OB500 SBS-SA TA, APP APP-TA -165.0 RN primer Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck Prime or WeatherWatch (Optional) SBS- SBS-TA R-101. Existing smooth APP EnnergyGuaN RH, EnergyGuard OBSOO SECUROCK Gypsum -Fiber Roof Board OBSOO XT TA or APP-TA or APP- -165.0 R Existing smooth- or granule- Min. 0.5-Inch EnergyGuard Min. 0.25-Inch SECUROCK Gypsum SBS-SA or (Optional) SBS- SBS-TA R-102. surface BUR or modified POLYISO INSULATION, OBS00 Fiber Root Beaty OB500 WeatherYva TA or APP-TA or APP- -225.0 bitumen over concrete deck EnergyGuard Ultra XT TA R-103. Existing mineral surface rap Min. 1.5-Inch EnergyGuard RA or OBS001 6-inchFiberRoof Mln. 0.25-Inch SECUROCK Gypsum- O5500, 6-inch SBS-SA (Optional) SBS- SBS-TA, -240.0 EnergyGuard RN Board (primer optional) O.C. TA APP-TA APP-TA O.C. Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-112 for FL5680-1112 CeNOrate of Authorlmdon Y9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 58 of 61 e; 4 �l I RINIIYJERD TABLE 7A-2: RECOVER APPLICATIONS SYSTENITYPEA-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND Top LAYER INSULATION) System Substrate Base Insulation layer Top Insulation Layer Roof Cover MDP Type Attach Type Attach Base Ply Cap No. (See Notes 1 B 11) (PSI) R-304. Existing mineral surface cap Min. 1.5-Inch EnergyGuard RA or O5500, 6-Inch Min. 0.25-Inch DensDeck Prime or OBSOO, 6 inch WeatheMatch (Optional) SBS- SBS-TA EnergyGuard EnergyGuard RN SECUROCK Gypsum -Fiber Roof Board %T TA or APP-TA or APP- -240.0 o.c. o.c. TA R-105. Existing smooth -surface BUR Min. 0.5-Inch EnergyGuard POLYISO INSULATION, L1U• M Min. 0.25-Inch DensDeck Prime LRF M, WeatheMatch (Optional)SBS- SBS-TA APP- over concrete deck EnergyGuard Ultra M OSFA M-OSFA M TA or APP-TA or TA -75.0 Existing BUR Min. 0.5-Inch EnergyGuard F-M' Min. 0.25-Inch DensDeck DuraGuard �F-M, SBS-SA or (Optional) SBS- SBS-TA R-106. r oncrete deck POLYI5O INSUTATION, t. OSFA or SECUROCK Gypsum Fiber Roof M-OSFq Wea[heM1Yatch TA or APP-TA or APP- -75.0 EnergyGuard Ultra Boats XT TA Existing smooth surfaced Min. 0.5-Inch EnergyGuard RH HD SBS-SA or SBS-TA R-107. BUR or granule surface roof Min. 1.5-Inch EnergyGuard RH LRF-M, Polylso Insulation, EnergyGuard HD LRF-M, WeatherWafch (Optional) SBS- or or APP- -75.0 cover M-OSFA Palyiso Insulation, EnergyGuard HD M-OSFA )R TA or APP-TA TA Plus Polylso Insulation Existing granule-surtace BUR R-108. or modified bitumen or smooth -surface SBS Min. 0.5-Inch EnergyGuard POLYISO INSUTATION LRF-M, . . Min025-Inch DensDeck Prime LRFM, WeatherWatch SBS- (Optional) SBS- O, SBS-TA or APP- -127.5 ed bitumen over modified EnergyGuard Ultra M-OSFA M-OSFA XT TA or APP-TA TA concrete deck Existing granule -surface BUR R-109. or modified bitumen or smooth -surface SBS Min. 0.5-Inch EnergyGuard POLYISO INSULATION, LRF-M, Min. 0.25-Inch DensDeck DuniGuard LRF-M, SBS-SA or WeatheMatch (Optional) SBS- SBS-TA or APP- -127.5 modified bitumen over EnergyGuard Uita M-OSFA M-OSFA )IT TA or APP-TA TA concrete deck Existing granule -surface BUR R-110. or modified bitumen or smooth -surface SBS Min. 0.5-Inch EnergyGuard POLYISO INSULATION, LRF-M, . . Min025-Inch SECUROCK Gypsum LRF-M, SBS-SA or Weather Watch (Optional) SBS- SBS-TA modified bitumen over EnergyGuard Ultra M-OSFA Fiber Roof Board M-OSFA %T TA or APP-TA or APP- or TA -225.0 concrete deck R-111. Existing asphaltic roof cover Min. 2.0-Inch EnergyGuard RA, EnergyGuard M. EnergyGuard GAF 2- Part, Min. 0.25-Inch SECUROCK Gypsum- GAF 2- Pan, Part WeatherWatch (Optional) SBS- SBS-TA RN or EnergyGuard Ultra CR-20 Fiber Roof Board M TA or APP-TA or APP- TA -232.5 Min. 1.5-Inch EnergyGuard RA, GAF 2- GAF 2- SBS-TA R-112. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard Part, Min. 0.25-Inch DensDeck Prime Part, WeatherWatch (Optional) SBS- or or APP- -240.0 RN CR-20 CR-20 XT TA or APP-TA TA VENTOW SYSTEMS WITH POLY150CW"URATE BASE INSULATION LAYEAU R-113. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnemyGuard HA Min. 0.75-Inch EnergyGuard Perlite HA B-LL One r mare BP -AA, SBS-AA -90.0 RN or EnergyGuard Ultra Roof Insulation (homogeneous) SBS-AA R-114. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard RA, EnergyGuard RH, EnergyGuard HA Min. 0.75-Inch EnergyGuard Fertile HA B-LL One or more SBS-TA RN or EnergyGuard UltraTA Roof Insulation (homogeneous) BP -AA, SBS-AA or APp- -90.0 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-Rl2 Certificate of Auttorization 59503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 59 of 61 ' I KINI7Y I ERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER (BASE AND TOP LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MOP TV" Attach Type Attach Base Ply Cap No. (See Notes 1 It 11) (Psf) Min. 1.5-Inch EnergyGuard RA, Min. 0.5-inch EnergyGuard High (Optional) One R-135. Existingasphaltic roof cover EnergyGuard PH, EnergyGuard HA Density Roof Fiberboard HA B-LL or more BP -AA, SBS-AA -90.0 RN or EnergyGuard Ultra SBS-AA Min. 1.5-Inch EnergyGuard RA, Min. 0.5-Inch EnergyGuard High One or more SBS-TA R-I16. ro Existing asphaltic of cover EnergyGuard RH, EnergyGuard HA Density Roof Fiberboard HA B-LL BP -AA, SBS-AA or APP- -90.0 IN or EnergyGuard Ultra TA Min. 1.5-inch EnergyGuard RA, (Optional) One R-117. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard HA (Optional) EnergyGuard HA B-LL or more BP -AA, SBS-AA -150.0 RN SBS-AA Min. 1.5-Inch EnergyGuard RA, One Pr more SBS-TA R-118. BxBHng asphaltic roof cover EnergyGuard RH, EnergyGuard HA (Optional) EnergyGuard HA B-LL BP -AA, SBS-AA or APP- -150.0 TA (Optional) One R-119. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA (Optional) EnergyGuard Ultra HA B-LL or more BP -AA, SBS-AA -172.5 SBS-AA One or more SBS-TA R-120. Existing asphaltic roof cover Min. 1.5-Inch EnergyGuard Ultra HA (Optional) EnergyGuard UltraHA B-LL BP-AA, SBS-AA or APP- -172.5 TA Min. 1.5-inch EnergyGuard! RA, Min. 0.25-Inch DensDeck Or (Optional) One R-121. Existing asphaltic roof cover EnergyGuard EnergyGuard HA DensDeck Prime DensDeck HA B-LL or more BP -AA, SBS-AA -240.0 RN or EnergyGuard Ultra RNor Min. 1.5-Inch EnergyGuard RA, Min. 0.25-InOensDeck or One or more SBS-TA R-122. Existing asphaltic roof cover EnergyGuard RH, EnergyGuard HA DensDeck Prime HA B-LL BP -AA, SBS-AA or APP- -240.0 RN or EnergyGuard Ultra TA COUP-APPUE05y1TERS WITH POLYMCYANOMTE Bass INWu4TION "RR: Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch Dens Deck Prime or SBS-CA- R-123. Existing asphalt BUR EnergyGuard RH, EnergyGuard HA SECUROCK Gypsum -Fiber Roof Board HA SBS-CA-1 None 1 -120.0 RN Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch Dens Deck Prime or SBS-CA- R-124. Existing mineral surface cap EnergyGuard RH, EnergyGuard HA SECUROCK Gypsum -Fiber Roof Board HA 585-CA-1 None 1 -127.5 IN Min. 1.5-Inch EnergyGuard RA, Min. 0.5-Inch EnergyGuard High R-125. Existing asphaltic roof cover EnergyGuard AN, EnergyGuard OB500 Density Root Fiberboard OB500 SBS-CA None SBS-CA -45.0 RN Existing smooth surfaced Min. 0.5-Inch EnergyGuard RH HD SBS-CA R-126. BUR / APP modified bitumen or granule surface roof cover Min. 1.5-inch EnergyGuard RH 00500 Polyiso Insulation, EnergyGuard HD Polylso Insulation, EnergyGuard MO OB500 SBS-CA or 5B5-CA-1 None or SBS- -97.5 over structural concrete Plus Polyiso Insulation-1 deck Exterior Research and Design, LLC. d/b/a TAnityl ERD Evaluation Report 01506.11.04-R12 for FL5680-1112 Certificate of Authorization s9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 60 of 61 V I RINITYjERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER(BME AND Top LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP Type Attach Type Attach Base Ply Cap No. (See Notes 1 $11) (Psf) R-127. Existing asphalt BUR Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard OB500 Min. 0.25-inch DensDeck Prime orECUROCK OB500 SBS-CA-1 None SBS-CA- -120.0 RN SGypsum -Fiber Roof Board I Existing smooth APP or Min. 1.5-inch EnergyGuard RA, 585-CA- R-120. mineral surface rap EnergyGuard RH, EnergyGuard OB500 MITI. 0.25-inch DensDeck Prime OB500 SBS-CA-1 None 1 -127.5 AN R-129. Existing smooth APR Min. 1.5-inch EnergyGuard RA, EnergyGuard AN, EnergyGuard OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 SBS-CA-1 thane SSS-CA- -165.0 RN Fiber Roof Board 1 R-130. Existing mineral surface rap Min. 1.5-Inch EnergyGuard RA, EnergyGuard AM, EnergyGuard OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 SBS-CA-1 None SBS-CA- -172.S RN Fiber Roof Board 1 Existing smooth surfaced Min. 0.5-inch EnergyGuard RH HD SBS-CA R-131. BUR or granule surface roof Min. 1.5-Inch EnergyGuard RH LRF-M, Polyiso Insulation, EnergyGuard HD LRF-M, SBS-CA or None or or SBS- -]5.0 M-OSFA Polylso Insulation, EnergyGuard HD M-OSFA SBS-CA-1 cover Plus Polyiso Insulation 1 HYBRID HOT/COLD-APPLIED SYSTEMS WITH POLYISOCYANURIME BASF INSYIATION IAYEA Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck Prime, R-132. EXIAIng asphalt BUR EnergyGuard RH, EnergyGuard HA DensDeck DuraGuard or SECUROCK HA SBS-CA-1 None SBS-CA- -120.0 RN Gypsum -Fiber Roof Board 1 Min. 1.5-Inch EnergyGuard RA, Min. 0.25-Inch DensDeck Prime, R-133. Existing mineral surface up EnergyGuard RH, EnergyGuard HA DensDeck DuraGuard or SECUROCK HA SBS-CA-1 None SBS -127.5 RN Gypsum -Fiber Root Board 1 Min. 1.5-inch EnergyGuard RA, Min. 0.25-Inch DensDeck Prime, R-134. Existing asphalt BUR EnergyGuard RH, EnergyGuard OB500 Dens Deck DuraGuard or SECUROCK 03500 None Two BP -AA SBS-CA- -120.0 RN Gypsum-Flber Roof Board 1 Existing smooth APR or Min. 1.5-Inch EnergyGuard RA, SBS-GA- R-135. mineral surface up EnergyGuard RH, EnergyGuard OB500 Min, 0.25-Inch DensDeck Prime 06500 None Two BP -AA 1 -127.5 R-136. Existing smooth APP Min. 1.5-Inch EnergyGuard RA, EnergyGuartl RH, EnergyGuard OB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 None Two BP -AA S05-DA- -165.0 RN Fiber Roof Board 1 R-137. Existing mineral surface rap Min. 1,5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard CB500 Min. 0.25-Inch SECUROCK Gypsum- OB500 None Two BP -AA SBS-CA- -172.5 RN Fiber Roof Board 1 Exterior Research and Design, LIE. d/b/a TrinitylERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 61 of 61 JOSEPH E. SMITH, CLERK_OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE ii 3980658 OR BOA "-3657 PAGE 2409, Recorded 07/31/20141,' - 08:42 AM NOTICE OF COMMENCEMENT The andmnigrxd hmeby gma redo mt imprbve�t.rdl6e mda meuotin Berl p:vpeV. and ot reen:dmee wiN Ch•ptn713, FIadda 8ww 0w foIIawing 6dmmadw ot pmvld.d in dONsaa afCammaaxm, I. Docavrmx orrxolu7y(Lesd demdpdon W rwvr Wdrom, IfrvNrNe)r\zroW xubm®::Y�O.i �410//9ddOS d0rom'mlpx bLoccl�nu¢r__L071LtD.oC� �d/erc e,a b1P nn ar � QF . r s i /r/ Aso / rreL 1 oLr0\6DO@pm¢xDI LOT(, r e s d POR %ih(c/o a Vlegl Z ryy PA=�'e.r,, Wss WS 3. 0wNQtNlmxpATlw- aN.N__/Lf P-2 n A r A n,, a r, dx.redmr.rrrwwp. uu.eos,aNn..w,D..n T \• CDxIB\GTORY NAm;ADD11L19AtIDlBONt txOmp, — !7C! t^ yrindcTe.y Ce- 3. nDtiiYYNM4ADDIU.V.WDrHo1VLNONaQ.IND r¢NDAMfxIM: - / -_ 6. LCN4'g N.aS.ADDRpgAtm PeDtRNOFDIp: / nodoo m adw doo® may be=%d a pmvWed by I. In eddidm to bhulfothaa)( Owmadatgmm tha fallowing m=Iva \apy afthe Limwr'r Naga u ptavidW a Sation 713.13 (1) (b). 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GAYDOSH ENGINEERING 406 SOUTH 13T� PLACE LANTANA, FL 33462 — 3006 � Ak � V OFF: ENOIN) RING ' S FAX : (5611 INEERI 0713 CIVIL ENGINEERING ' STRUCTURAL ENGINEERING ' CA 2796e ST. L CIE COUNTY CODE ENFORCEMENT CASE # 79476 ST, LUCIE COUNTY PERMIT # 1407 - 0212 24 - October - 2014 ArrN: St. Lucie County Planning & Development Services Code Enforcement Board 2300 Virginia Avenue Ft Pierce, Florida 34982 RE: Retained to address Code Violations at: Existing SFD Residence for Meera Chagani 366 Notlem Drive Ft. Pierce, Florida 34982 Parcel ID Number 3403 - 802 - 0119 - 000 - 5 Dear Monica Vargas Barrios, SAGE Engineering is pleased to provide the following certifications for the construction of the modifications at the referenced site for the Code Violation as noted above. Footer•Foundation- The original carport enclosure was an infilled wall and no new foundations were added to the existing structure's thickened edge concrete slab. The existing posts and beams remain the carrier for the roof loads. For the new carport, the wooden posts were buried as noted on the drawings, 36" minimum embedment, with the concrete encasement as shown. slab- The existing slab was poured using concrete with welded -wire reinforcement. Roof sheathing - The sheathing on the new carport roof was'%" CDX Plywood, APA rated 32116, with H-clips. Wall sheathing— The wall sheathing was 518" CDX Plywood, APA-10 rated 40120, nailed with 8d galvanized ringshank nails @ 4" 01c edge & 6" o/c in -field. Roof Dry.n—Tintabs-The roof was dried in using GAF Peel -and -Stick base sheet and Peel -and -Stick granulated fiberglass cover sheet. Strapping - The rafters for the new carport were strapped using the specified straps, at the ledger as well as the beams. _-- - constructlonRoughFraming--The=rough=framing.materialscspacing-& strapping were compiet6d-in accordance with the permitted plans. --WlndowtDoor Attachment — The new windows in the font of the residence, as well as the door and windows for the enclosure, were all installed using the proper number and size of screws into the wood bucks and tapcons into the masonry walls. C��, Storage Room & Covered Carport Page 1 Electric Rough- The electrical wiring and spacing of the outlets, with the proper fault protection as noted on the drawings (AFCI or GFCI), has been completed. Insulation - The walls of the carport enclosure were insulated using R-11 batt insulation. Root Final- The roofing material for the new carport was installed in accordance with the permitted plans and as noted earlier in the roof dry-in/tintab inspection portion of this report. Hurricane Panels (shutters)— The panels were properly installed for the carport enclosure and the two (2) windows on the front of the residence are impact glass and do not need or have shutters installed on them. Electric Final- The covers were all installed on the outlets and wall switches. Spacing of outlets is per the plan and comply with NEC-08 and the FBC-10, Residential Code. Thank you for your time in this matter. Should 718-180�. 11rr,'1 1 yy1 1 / //7 R spy9ub//ii NOVIN6EP$� � A381464 — STATE OF �\ 'O Fs�gtL(?j sh,�I E GC-PCC-CBI-StS1 g_ USA fyi€r//sls)eiist any additional information be required, please advise at (561) Storage Room & Covered Carport Page 2