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HomeMy WebLinkAboutRevisions; Updated Door & Window Product Approvals't� m,.4 -t'_ OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: -7D I v_eec iob oe Rd DETA ZD DESCRIPTION OF PROJECT REVISIONS: ice'®OQ in, bCJ CONTRACTOR INFORMATION: PERMIT # _Z)� RECEIPT # PLANNING & DEVELOPAIRNT SERVICES BUILDING & CODE -REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 F ECENED ill hump go" p4mano APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION ®� �� 7 ®� wo. STATE Of FL REGJCERT- #: C >3 ►2-& 22Z5 ST. LUCIECO CERT. #: BUSINESS NAME: _l,,_71i�nJcci Gi 1��-,`o�sr� QUALIFIERS NAME: I��n n -e-{-h �d ME Y�� ADDRESS: 3.2-66 South 6'cc/ ! Z h ha CITY: L41e STATE: pq ZIP:. 33 6 9$ PHONE (DAYTD/m): o4 Salo - q FAX. OWNER/BUILDER INFORMATION: NAME: U n r G© ilo�w &- ioll /I aol 1✓' t1 ADDRES • 3 -70) G x-e-e Cpi CITY: i -- �J�lr�'. STATE:! PHONE (DAYTEVIE: FAX: ARCDITECUENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: :3i-714(9 ZIP: _ZY_ q Li o 1��r.q 40 d MIAMI-LMMUALM DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.gov/biig Gopi Glass Sales & Services Corp. 7450 N.W. 41" Street Miami, FL 33166OAS SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1000" Outswing Aluminum Storefront Door - L.M.I. APPROVAL DOCUMENT: Drawing No. 19-112D, titled "Series-1000 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 10/24/19, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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 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. NOA No. 20-0630.04 Expiration Date: August 27, 2025 Approval Date: August 27, 2020 T8/20/20812012 Page 1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 19-112D, titled "Series-1000 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 10/24/19, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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) Large Missile Impact Test per.FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test, per ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10713, dated 11/05/19 and revised on 11/22/19, signed and sealed by Idalmis Ortega, P.E. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test, per ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of an aluminum window wall system and aluminum storefront doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12006, dated 03/13/20 and revised on 11/22/19, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017) and FBC 711 Edition (2020), dated 03/26/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Perez, P.E. Product Control Exn r NOA No. 20- 1" 30.0j Expiration Date: August 27,`M5 Approval Date: August 27, 2020 E-1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America,, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and FBC 71h Edition (2020), and of no financial interest, dated March 26, 2020, issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. None. Manuel Perez, P.E. Product Control Examl"n r NOA No. 20-9630.04 Expiration Date: August 27,`g025 Approval Date: August 27, 2020 E-2 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-1000 ALUMINUM OUT -SWING ENTRANCE DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) DOORS. SEE SHEET 3 FOR SINGLE (0/X) AND DOUBLE (0/XX) DOORS WITH TRANSOM. DOORS CAN ALSO BE USED WITH 'GOPI GLASS' SERIES-1000 WINDOW WALL SYSTEM UNDER SEPARATE NOA. SEE SEPARATE NOA FOR 'GOPI GLASS' SERIES-1000 WINDOW WALL DOOR MULLION CAPACITIES. LOWER VALUES FROM DOOR CAPACITY CHARTS OR WINDOW WALL NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, 1/4" HEAT STREt a � 16 w GLASS TYPE 'A' 1/4" HEAT STREN'0 GLASS .090" Interlayer Trosifol PVB By 'kuraray Americo, 1/4" HEAT STREN SILICONE DOWSIL 99 m z w I �w 12 ;lilt \ 11 M.A.RC TYPE 'A' 3" MAX. HEAD/SILL CORNERS C 00 W rn C rn� a)a. a. -j o 0) It Q- J ci SURFACE APPLIED FALSE MUNTINS MAY BE USED 39 13/16" FRAME WIDTH 36 5/16" DOOR OPNG. WIDTH 12" MAX. A HEAD 4 SILL I I 1 Iv l II I I I II I I j� 1 I I n u I I I n II i I II Ii I II II I I II I I I ACTIVE I I 1 B 4 25 7/8" D.L. OPG. 36 1/8" LEAF WIDTH (X) ma: Ld m mz i ! 0 U 76" D.L. OPG. 36 1/8" D.L. OPG. 36 1/8" LEAF WIDTH LEAF WIDTH D/SI AT t 3" 0 n n rn of w z cr 0 U SINGLE (X) DOORS LOAD CAPACITY — PSF FRAME DIMS. LEAF DIMS. I .._. _ .._ FXT (+) 1 INT (-1 DOUBLE (XX) DOORS LOAD CAPACITY — PSF FRAME DIMS. LEAF DIMS. .._. _.._ .._. _.._ FXT (+) 1 INT (-1 144" 6" MAX. JAMB CORNERS 6" MAX. JAMB CORNERS 144" FRAME HEIGHT 96" 48" DOOR OPNG. HEIGHT TRANSOM HEIGHT 95 1/8" LEAF HEIGHT 79 9/16" 42 3/4" D.L. OPG. D.L. OPG. HEIGHT I � O I� IIII / � II / II�� �•" \ II L — — / ------------------------ --------- m \ / 11, i 1 � 12" MAX. 3 E6AMBS TYP. zDI+ p � r D DOOR OPNG. HEIGHT LEAF HEIGHT D.L. OPG. EXTERIOR :1 9 �l 1 /4" MAX. SHIM CA CA a.— ��zm• m v m v 0 0b s p • C. om� 0r e > a n ` D Z Z C) O .� EDGE DIST. TYPICAL ANCHORS SEE ELEV. 1.BY a FqR SPADING WOOD BUCKS'< a a a L7i X Q W \ N WOOD BUCKS AND METAL STRUCTURE NOT BY 'GOPI GLASS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 f4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �X OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK rner nicT TYPICAL c FOR Y U D m 0 0 3 } CD C NC SHIM SHIM 1 /4" MAX. SHIM �_ rng © O TYPICAL ANCHORS SEE ELEV. FOR -SPACING U) rn 0 w 0 0 w , METAL STRUCTURE INACTIVE LEAF CAL ANCHOI ELEV. SPACING FRAME WIDTH TYPICAL c FOR SHIM SHIM CAL ANCHOI ELEV. SPACING TYPICAL ANCHORS EDGE DIST SEE ELEV.-\ F L n TYPICAL ANCHORS SEE ELEV. FOR SPACING ' o . W e a0 W 1 WOOD SUCK EXTERIOR � . < 31A 31 D.L. OPG. 1/4" MAX. FRAME WIDTH SHIM N 0 --------------T------1 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 5503 1 DOOR FRAME HEAD 6063-T6 - 2 5501 2 DOOR FRAME JAMB 6063-T6 - 3 20305 1 SADDLE THRESHOLD 6063-T6 - 3A AGP-292 1 THRESHOLD RISER 6063-T6 - 3B #8 X 1" AS REQD. RISER FASTENERS ST. STEEL PH SELF DRILLING SCREWS 4 AGP-238 1/ LEAF LEAF TOP RAIL 6063-T6 - 5 BCE-3323 1/ LEAF LEAF BOTTOM RAIL 6063-T6 - 6 AGP-364 1/ LEAF LEAF HINGE STILE 6063-T6 - 7 AGP-362 1/ LEAF INACTIVE LEAF LOCK STILE 6063-T6 - 8 BCE-3316 1/ LEAF ACTIVE LEAF LOCK STILE 6063-T6 - 9 5009 AS REQD. SHEAR CLIP. 4" LONG 6063-T6 - 10 20271 AS REQD. ASTRAGAL 6063-T6 - 11 GOP-6 4/ LEAF GLAZING ADAPTER 6063-T6 - 11A #8 X 1" AS REQD. ADAPTER FASTENERS, AT 8" O.C. MAX. ST. STEEL PH SELF DRILLING SCREWS 12 GOP-4 4/ LEAF GLAZING BEAD (LAM. GLASS) 6063-T6 - 12A - 4/ LEAF GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 BCE-460 3/ DOOR DOOR STOP 6063-T5 - 14 20913 AS REQD. SHEAR BLOCK 6063-T6 - 15 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 16 - 2/ LITE SETTING BLOCKS EPDM AT 6" FROM EACH END, DUROMETER 65±5 17 - - PILE W'STRIPPING WOOL ULTRAFAB is - - BULB W'STRIPPING SANTOPRENE EPDM 19 - 3/ LEAF BUTT HINGES ALUMINUM REGENT 19A 1/4-20 X 1/2" - HINGE INSTALLATION FASTENERS - FH MS 19B - 2/ HINGE HINGE BACK-UP PLATE 6063-T6 - 20 #12 X 1-1/4" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 22 G1012 AS REQD. ADA THRESHOLD 6063-T6 - 23 G1013 AS REQD. ADA THRESHOLD COVER 6063-T6 - 24 G1003 AS REQD. TRANSOM HEAD 6063-T6 - 25 G1002 AS REQD. TRANSOM SNAP -IN MATE 6063-T6 - 26 G1007 AS REQD. TRANSOM GLAZING BEAD 6063-T6 - 27 G1004 AS REQD. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T6 - 28 G1006 AS REQD. DOOR JAMB/TRANSOM 6063-T6 - 29 G1005 AS REQD. TRANSOM INSERT 6063-T6 - 29A #8 X 1/2" AS REQD. TRANSOM INSERT FASTENERS, AT 12" O.C. ST. STEEL PH SELF DRILLING SCREWS 30 G1008 AS REQD. TRANSOM GLAZING GASKET EPDM DUROMETER 55±5 SHORE A 31 G1009 AS REQD. TRANSOM GALZING ADAPTER 6063-T6 - 32 G1010 AS REQD. j DOOR STOP 6063-T6 - 32A #8 X 1/2" AS REQD. DO R STOP FASTENERS ST. STEEL PH SELF DRILLING SCREWS 33 G1011 AS REQD. DOOR STOP COVER 6063-T6 I - LOCK OPTIONS: OPTION #2: OPTION #3: ACTIVE LEAF: ACTIVE & INACT VE LEAF: 4.500 --------j T- .094 1.750 L------------ 6 f 1.702 1.096 f� 4. DOOR FRAME HEAD .078 90 rP. DOOR FRAME JAMB .102 .500 T-1- 4.000 O SADDLE THRESHOLD 1.000 1.250 3A THRESHOLD RISER 1 3.500 �{ Y- I .078 TYP. 0.287 ^^ I 188 ..736-1 T .062 1.469 1.131 3 1.246 Jam- .094 J-L 1.688 J.924 GLAZING BEAD 11 GLAZING ADAPTER 12 LAM. GLASS 4.437 .125 2.750 1 1.686 � LEAF TOP RAIL 3.651 1.750 L .125 3.773 LEAF HINGE STILE IN 1.13T 3 .078 1.246 �I I� �I .873 f� 3.000 - r .078 .125` 5.000 ADA THRESHOLD 822 �� . 055 .414 ADA THRESHOLD COVE GLAZING BEAD 12A INSUL. LAM. GLASS .938 1.563 1.406 2s TRANS, 14 SHEAR BLOCK I� 1.456 --Y 33 DOO .734 .750. .62 13 DOOR STOP �1.686- 32 3.879 .859 .125 T- 20 R FRAME UPPER CORNER X 3 X 1/8- ALUM ANGLE 1 /2" FH MS #12 X 1" FH MS DOOR LEAF UPPE M M IAM I -DARE ' e NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Daybar Industries Limited y�� 50 West Drive �X® Brampton, Ontario, Canada L6T2J4 � �y SCOPE: Off' �i This NOA is being issued under the applicable rules and regulations governing ;Having;risdoiction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Coutrol Section to be used in Miami Dade County and other areas where allowed by the AuthorityHJ). This NOA shall not be valid afterthe expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/orthe 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 ac cepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mo dify, 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 "LS-20GA" Outswing Single Commercial Steel (Galvanneal or Stainless) Doors w/ 18ga Frames & w/wo Rim Panic Exit Device-LM Impact APPROVAL DOCUMENT: Drawing No 20-144 (Former 17-083), titled "Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 07/06/2020, signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure Ratings in sheets 2. See Jambs anchor OC spacing for case 1 or 2 in sheet 3 and installation details on sheet 13 for each case. T 2. Min required Steel tensile yield=45 ksi and tensile ultimate Fu= 50.5 ksi and for Stainless Steel tensile yield=54.5 ksi and tensile ultimate Fu= 94.4 ksi for doors and/or frames. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brampton, Ontario and series and following statement: "Miami -Dade County Product Control Approved", 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 NOAwill 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 otherpurposes 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 th e expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0829.09 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Caanda, P.E. NOA No. 20-0813.12 G / h Expiration Date: January 19, 2022 Approval Date: December 22, 2020 Page 1 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's parts and sections drawings (see below). 2. Drawing No 15-261, titled "Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 12/20/16, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS (submitted under file #16-1018.06) 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 Resistant Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Single outswing steel doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL8974 dated 10/03/16, signed and sealed by Idamis Ortega, P.E. (Note: This test report has been revised by an addendum dated 12/17/16 has been issued by test lab) C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC-2014, dated 10-10-16, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test per ASTNE3 70-14, test report No. FTL 9135, dated 08/16/16, issued by Fenestration Testing Laboratory, signed and sealed by Idamis Ortega., P.E. 2. Notice of Acceptance No.11-0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation", expiring on 0,1/11/17. F. STATEMENTS 1. Statement letter of compliance to FBC-2014 and "No financial interest", dated 10/11/16, issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0813.12 Expiration Date: January 19, 2022 Approval Date: December 22, 2020 E-1 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Test proposal#15-2115 approved by RER dated 01/20/16. 2. Manufacturer/Distributor agreement dated 09/21/16 between Daybar Industries Limited, Canada and Daybar Southeast Manufacturing, N. Key Largo, USA, signed by Mark Dodson and David Ball, respective officials of the companies. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No 17-083 (Former 15-261), titled "Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 07/20/17, signed and sealed by Walter A. Tillit Jr., P. E. Note: This revision consists of general notes#1, 4, 5 and 12 changes, in compliance of FBC 2017 edition. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1129.05 issued to Dyplast Product, LLC (Former Apache Products Company) for "E and R Board Expanded Polystyrene Rigid Foam Insulation", expiring on 01/11/22. F. STATEMENTS 1. Statement letters of conformance to FBC 2017(6th Edition), prepared by Tilteco Inc., dated 07/20/17, signed & sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of general notes revision only, in compliance with FBC 2017 edition, prepared by Tilteco Inc., dated 07/20/17, signed & sealed by Walter A. Tillit Jr., P. E. G. OTHER 1. This NOA revises NOA # 16-1018.06, expiring 01/19/22. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0813.12 Expiration Date: January 19, 2022 Approval Date: December 22, 2020 E-2 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted C. DRAWINGS Drawing No 20-144 (Fonner 17-083), titled "Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 07/06/2020, signed and sealed by Walter A. Tillit Jr., P. E. Note: This revision consists of general notes changes, in compliance of FBC 2020 edition. D. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1129.05 issued to Dyplast Product, LLC (Former Apache Products Company) for "E and R Board Expanded Polystyrene Rigid Foam Insulation", expiring on 01/11/22. F. STATEMENTS 1. Statement letters of conformance to FBC 2020 (7th Edition), prepared by Tilteco Inc., dated 07/06/20, signed & sealed by Walter A. Tillit Jr., P. E. G. OTHER 1. This NOA revises NOA # 17-0829.09, expiring 01/19/22. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0813.12 Expiration Date: January 19, 2022 Approval Date: December 22, 2020 E-3 GENERAL NOTES AND SPECIFICATIONS: 1. SERIES LS20GA FLUSH COMMERCIAL STEEL OUTSWING DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2020 (74h EDITION) AND 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-16 (FBC 2020) & ASCE 7-10 (FBC 2017) AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 & ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER FENESTRATION TESTING LABORATORY, INC. REPORT # 8974, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 5) OF THIS DRAWING. 3, COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE —BY —CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, YOR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. 0.1.6 REGULATIONS W/ E-308 ELECTRODES (FU=80k.s.i.) FOR STAINLESS STEEL MATERIAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET 3 OF THIS DRAWING. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEET 13. 8. THIS DOOR WILL. NOT REQUIRE A HURRICANE PROTECTION DEVICE. 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON GENERAL NOTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME & THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. (b) CONTRACTO INSTALLATION IN PROVIDED HE/SI DOCUMENT. CON (c) THIS PRODU, ALTERED BY AN` (d) ORIGINAL P., ENGINEER OF RE 14. PRODUCT Ml LOCATION AT PR CODE. ONE LABEL SHAI 15. EXPANDED F ASTM C578 BY CONTROL APPRO' SHEET SHEET SHEET SHEET SHEET SHEETS SHEET SHEETS SHEET SHEET PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01 /19/2022 By 1 s�7.1 I. L4Rhk Miami -Dade Product Control DETAIL Y/14 OR Y1/14 EA. SIDE Al/94I MAX, FRAME W1 r--=---- L_ _� I I 9 I SEE DETAIL Z/14 L r _ L'ip T '` r- I I 1=--------------11� i _ z w La ao y o F i L J o w 0 `O 81 10 th m DOOR_ SECTION THROUGH / SEE DETAIL X/9 a 1 f- 8 I CY o lO W/ 3@ I 10 W/4 1 Al/9,4 DETAIL Y/14 OR Y1/14 EA. SIDE 81 10 82 11 v v A2/9 �I . 0 u,uuu max r "mt. wau l 36= 1 L J SEE DETAIL Z/14 8 _ V M 0� 2 t7 14+23 F a s = z J 11 13 H 2 w a r,= r I D y :rn N ck x F a D 22 f a c n' m THROUGH DOOR SECTION /SEE DETAIL X/9 %/ cs a Lz t 8 10 W/ O3 .71 10 W/(D/ A2/9 41 82 11 v EXTERIOR eLEVATION (OUTSWIN91 DOOR v6ti ni IPRIN RIM rYIT ,EXTERIOR ELEVATION (OUTSWING) DOOR CYI INnRICAI LOCK + MAI) AOI T DETAIL Y/14 OR Y1/�4 EA. �'^" C 13 13 Cl( EXTERI 9 ELEVATION (UTSWING) DOOR rACr 1 (Crr 4ZWrrT 1 Xl DETAIL Y/14 OR Y1/14 EA. SIDE E 13 F 13 x MAX, I ri-=--LA — L 19 ---- SEE DETAIL Z/1 DOOR SECTI( /SEE DETAIL 10 W/ Q ;S CASE 1 (TYPJ 10 W/ o�— L 2�75 MAX, Mf EXTERIOR ELEVATION r`nCr' 9 (CF' MAX, DOOR HEIGHT )K 3 D X tj a7 tj 6 5RMIN.-� �-4,5RMIN,-� 910 21,5 25,5 7,0 i MAX, DOOR HEIGHT 2,910 3 fU D Ui X 0 0• �7 C1 � = V w cn �0 t-. N U1 2,910 -,0 9 CIN� 3 _ ado0 oll a IliAye p o Nl jo.i CL m e A co w� w om MAX, D❑❑R HEIGHT 13,9051 25,305 4.204 MAX. DOOR HEIGHT )K 13,905--{ 24,011 —•-{ 4,204 P bo v T, 3K BILL OF MATERIALS OUTSWING DOOR: ITEM DESCRIPTION BASIC DIMENSIONS, MATERIAL OR ADDITIONAL DETAI 1, 1 A 18 GAUGE WELDED FRAME AS 5 -3/4" JAMB DEPTH X. 2" FACE X .042" MIN GALVANNEAL F STEEL (Fu=94.9 Ksi, Fy=54.5 Ksi) FOR 1� , OF SAME DIMENSIOI 20 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4" THICK X (032 MIN) GALVANNEAL (Fu=60Ksi, Fy=45Ksi); HINGE REINFORCINGS (DOOR) 1 1/4" X 10" X 10 GAUGE GALVANNEAL (.134 MIN) 4 HINGE REINFORCINGS (FRAME) 1 1/2" X 8 3/4" X 10 GAUGE GALVANNEAL (.134 MIN) STRIKE REINFORCINGS FRAME 1 3 8". X 7 5 16" X 14 GAUGE GALVANNEAL .072 MIN WIRE MASONRY FRAME ANCHOR 9 1/2- LONG X 10 GAUGE (.134 MIN) Fu=95.9 Ksi Fy=40.2 Ksi 7 2 PIECE SNAP —IN STUD ANCHOR 1 13/16" X 4 1 /8" X 20 GAUGE GALVANNEAL (.032 MIN), SNAI 8 EMA ANCHOR BOLTS 3/8" X 5" STEEL UNICAN—SLEEVE ANCHOR, 2 1/4" EMBEDMENT 8A EMA BUTT�RFLY ANCHOR PART PT1-008 18 GAUGE 0.042" STEEL SATIN COAT 9 LAG SCREW 3/8-OX6" LAG SCREW 10 HINGES—HAGER BB1191 4.5" X 4.5" STANDARD WEIGHT (.134 THICK) 11 RIM EXIT: VON DUPRIM 98/99. SERIES N/A 12 MORTISE DEVICE: SCHLAGE L9000 SERIES NZA 13 CYLINDRICAL LOCK: SCHLAGE D SERIES NIA 14 DEAD BOLT: SCHLAGE B SERIES N/A 15 WEATHER STRIP: NATIONAL GUARD PRODUCTS #1:20NA SECURED WITH DOUBLE ROW OF #6 X 1/2" SMS SCREWS ® 1" 16 THRESHOLD: NATIONAL GUARD PRODUCTS #950NA EXTRUDED ALUMINUM 6063-T6, 0.078" THK. W/ NEOPRENE BULB 11 CAULKING; GE SILICONE II N/A 18 DOOR END CHANNEL REINFORCEMENT 16 GAGE GALVANNEAL STEEL 19 DOOR SURFACE CLOSER REINFORCEMENT 14 GAGE (0.072" MIN.) x 3 1/2" x 1.6875 x 16.250" LONG. Gi 20 RP REINFORCING 14 GAGE (0.072" MIN.) GALVANNEAL 21 RIM PANIC SURFACE BOLT REINFORCING 14 GAGE (0.072" MIN.) GALVANNEAL 22 #161 LOCK EDGE REINFORCING 16 GAGE (0.051" MIN.) 23 DEAD LOCK STRIKE TAB 14 GAGE (0.072" MIN.) GALVANNEAL, ATTACHED TO STRIKE JAMB 25 THRESHOLD ANCHOR 1/4"0 ULTRACONS BY ELCO CONSTRUCTION PRODUCTS 1 3/4" 26 MORTISE LOCK REINFORCEMENT ANSI #A115.1 #86, 0.072"MIN. 28 Z ANCHOR 18 GAGE (0.042") GALVANNEAL, W/ Fy= 33Ksi, Fu= 44Ksi 29 T STRAP ANCHOR DAYBAR A PT1-001 A 18 GAGF' (0.047.") GALVANNEAL. W / Fv= 33Ksi. Fu= 44Ksi 0.4, 10 AS 5 3Z4" TYPICAL SECTION THROUGH MATERIAL: GAUGE 18 (0.042) MINIMUM GALVANNEAL AS 5 314" .TYPICAL SECTION THROUGH MATERIAL: GAUGE 18 (0.042) MINIMUM STAINLESS STEEL (3� DOOR HINGE REINFORCING MATERIALt GAUGE 10 (0.134) MINIMUM GALVANNEAL 1i mr/A �� LEAF TO SNAP ANOTHER PIECE LEAF TO SNAP 3/32 x 1/2 HOLES ANOTHER PIECE tib TO PERMIT SNAP 1 � TO ANOTHER PIECE 3� ti 4 1i9 3�4 2 8� 1.313 pR0 JAR 0, o19S FOT 800• 5 0.134--i {- 49 ION I T�TA�� f�Ds O 4- le- 2 pcb H( 24 MS 'Jo Dust c Hox O 1.563 4 1./2" FRAME HINGE REINFORCING MATERIAL: GAUGE 10 (0.134" MINIMUM) GALVANNEAL W VARIES WITH DOOR 3'0 TYPICAL 35' 1/8.0 FdR SPOT WELDS (TYP.) \-3 - 0.3125 X 0.8750 OBROUND ELEVATION 0.051'MIN. TYP. v 1.6875' 18 DOOR END CHANNEL REINFORCEMENT MATERIAL 16 GAUGE (0.0$1) MINIMUM GALVANNEAL Wwink C') 0.074 TY 0.875 DIA. I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01 /19/2022 By Miami -Dade Product Control .-GAGE 14 (0.074) MINIMUM VIEW X -7 N 01 O M Ll I --� 1.490 �-- PLAN OlkA PAI 3/8 Dia. <2> Hole (3) 3/16 Ilia. Weld proJectlons each end (2) Extruded holes #8-32 Tap #161 -LOCK REINFORCINGS. Material: 16 Gd (0.051) MIN. 1/80 SPOTWELDED (4) #8x3/4' MIN. %—SAE GRADE 5 H.H. SDS O O 7/ 3.500' w w 0 lv ID in r m am PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01 /19/2022 By I sL-7 I • LtiT� >< Miami -Dade Product Control OFFSET �2.1881 1.188 O • • • #8=32 0.750 SCREW ©3 DEAD LOCk STRIKE TAB 14 GA (0.672 ATTACHED TO ST91KE JAMB W/ (3) 1 /8"0 PROJECTION WELDS. 12.000 1.750 6.375 CORRUGATED ZONE SECTION U16 m . 3/9 — n Al 39 4.360t.( O 0 Ul J "' " O O U 0 0 0 26 ANSI MATERIAL: BREAK OFF NOTCHES (4) TOG-L-LOCK CLINCH JOINTS ALL 0.034' THK TOTAL CLINCH X 1/4' DI& HONEYCOM OR STYRENE NTINUOUS BOTH (TYP. ) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01/19/2022 By I 5k47 I. Lti,nk Miami -Dade Product Control LOCK; 540 3/4" CELL PAPER HONEYCON FACE SHEET WITH CONTAC HELMIBOND # 832, OR NOA APPROVED STYRENE COF FACE SHEET WITH CONTAC JOWATHERM 609.30 OR DUF Is 3/4" HONEYCO FACE SHEE ADHESIVE NOA APP CORE BC SHEET ' ADHESI\ 609.3 U <, FRAME WIDTH DOOR PANEL, SEE SHEET 9 `.. SECTION B1-B1 - - . .I A I/ FRAME WIDTH CYLINDRICAL LOCK �3 lJ )R IAY ZEF (P P) 5HE EXTERIOR SECTION B2-.B2 ,X, FRAME WIDT ■ i ■ LEVER OR KNOB MAY VARY (REF MFR'S SPECS) DOOR PANEL SEE SHEET ! EXTERIOR MORTISE DEVICE: 12 + 26 SECTION, B3-B3 HOLLOW CONCRETE BLOCK MAX 1/4' 'J WALL REQ'D (SEE NOTE 11/1) 3.; PER JAMB SHIM SPACE 4z FILLED GRLQf -j z 4 JOINT GROUTED f 'C:=2KsI CONCRETE BLOCK WALL REWD (SEE NOTE MORTAR JOINt--, Av A, ;jA MASONRY T-STRAP ANCHOR C9 0 (3) PER JAMB IN HORIZONT) MORTAR JOINTS. FILL JAMBS (D SOLID WITH MORTA MIN. DOUBLE 2%4" W0015 STUDS REQ'D W/ G=0.55 (SPECIFIC GRAVITY) (SEE NOTE 11/1)- 1/2- MIN. 04 GYPSUM WALL BOARD (TYP.) (SEE NOTE 11/1) 1/2" MIN. PLYWOOD SHEATHING (TYP-) - (SEE NOTE 11/1) CONTINUOUEPRODUCT REVISED as complying with the Florida ULK BOTH Building Code SIDES (TYP. ) f40A-No- 20-0813.12 SECTION C Expiration Date 01 /1912022 By 1;r-7j- Miami-Dade Product Control MIN. 2 . x4" W006 STUDS, MAX' 1/4' REQUIRED W/ G = 0.55 SHIM SPACE (SPECIFIC GRAVITY) (SE-� WnTr lilt) C3 0. (17 ) CONTINUOUS CAULK BOTH SIDES (TYP.) .SECTION D (4) #8 X 1-1/4" MIN. THREADED PENETRATION F.H. WOOD SCREWS PER ANCHOR SECTION E 1/2" MIN. GYPSUM WALL -BOARD (TYP-) - (SEE NOTE 11/1) MAX' I-- /--,@ SHIM SPACE EN N 1/2" MIN. PLYWOOD) V CONTINUC SHEATHING (TYP-) @ (4) PER JAMB CAULK BOTH (SEE NOTE 11/1) (TYP.) SECTION G 1.43 5 DOOR TOP END CHANNEL • s O DOOR SURFACE CLOSER REINFORCEMENT 0 CLIPPED TO DOOR AT TOP EDGE ��I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01/19/2022 By I 51`7 1.- Miami --Dade Product Control DOOR SURFACE CLOSER REINFORCEMENT AND END CHANNEL. ASSEMBLY DET) DETAIL Z 2' 1 1. DIEMITERED CORN WELDED INSIDE Fj AT RETURNS 2. CAULK COMPLETE CORNER WITH GE DETAIL C MIAMI-DADS MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governin a use construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building'code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 (Flange. Frame)" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision E dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 revises and renews NOA No. 17-1212.21 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 Sifang Zhao, P.E. 12/17/2020 NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision E dated 07/31/20, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0l/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0 705.09) 2. Glazing complies with ASTM E1300-09 G� Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. - MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. '19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/24. 3. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-611 Edition (2017) dated 11/17/ 2017 and FBC 7th Edition (2020) dated 08/03/2020, and of no financial interest, , issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A.& B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 17-1212.21, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 02/01/18 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 E-2 INSTALLATION ANCHORSI (A) 4 MAX, AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 6' 10 1/4' F MAX. ABD\ N _ o MEETING RI w zZ a3 y� 4 AT 6' MEET Z J a J RAIL J g 4 C3 x Ly O z W m z 3 I 9 7/8' MAX. BELOW 6', EXT, & INT, FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL, General Notes: WINDOW FLANGE FRAME WIDTH —13 3/4' A). MAX, O.C, • �, =:,143 9/16" y 11 • f�a-=9 - 11 II 11 11 pr I in i n II II X � 11 II INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET #4) 6' ALL CORNERS — W N J ' — _ _ ®Z 10 3/16' -O w w = Z >> MEETINEs RAIIL1 U cu Q� W (7W �w ,� N lV n_l 3 — o z3 1 AT z I` _ h 6' MEETING 3 om ao RAILS _`_. Zn "z 1 — E t 8 1/2' 3 MAX, BELOW x MEETING RAIL 6' MAX. WINDOW FLANGE FRAME WIDTH u n r u u '4J u I Q t< ti .J II it poil n n N INSTALLATION ANCHOI (A) 4 MAX. AT FRAME (B) NONE PER'FRAME <C) FRAME JAMBS <SE 6' D)Itm 3 L in - �M < w* C _' ww � W - O�y NL,jI` W L nz 1 _j o-q t = 0 3 C3 z - 3 ,z `s i EXT, & INT. F MUNTINS ARE I WINDOWUC BK WIDTH I WINDOW BUCK WIDTH AV SILICONE AVAILABLE A`. 48" x 78" EQUAL LITE ELEVATION UN —EQUAL LITE RADIUS ELEVATION • INCLUDES UN —EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-71700 SINGLE HUNG IMPACT WIND, C 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5:) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. C 53.125' INSTALLATION ANCHORSI WINDOW FLANGE FRAME (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL 13 3/4' <C) FRAME JAMBS (SEE SHEET #4) �� MAX. O.C. l 61 6 6: 6' CI I /.CAL ,ATV.N Max, D.L.O. Width =1148 11/16,' 9 5/8' �o MAX, ABOVE = 11 II II F ,,IW II fxWa 3 1 AT cv `` w N 6' MEETING LO 0 _J RAID, 1/4' TAPCON W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY — MIN, EMBEDMENT INTO CONC. & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) (SEE ELEVATI❑N AT SHEET #1 FOR MAX. FASTENER SPACING) P,T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/B' MIN. EDGE DI f �:, a a e 1 1/4' MIN, AEMBEDMENT.4. x ci w x w c 0 EXTERIOR GRADE—/ PERIMETER CAULKING EXTERIOR O 0 m SILIC❑NE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 24 INTERIOR MEERAILS 18 EXT. GRADE CAULK --\ #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE 23 BEDDING COMPOUND / I �1 ' 2 INTERIOR W L3 z 1 1/4' a F �MBEI wN EXT. GRADE O CAULK - #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) EXT. GRADE CAULK --� EXTERIOR 4INATE FRAME WIDTH - WINDOI 1, THE \h GRADE BY W] 2. THE E BE SE BY ❑1 N WHEN MASONRI ANCH ANCHOf ID 1/4' T WITH CONC. QUANT: 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600' GLAZI LAMINATED GLASS COMPOSITION - TYPE 2 Imo{ GLASS DESCRIPTION I 3 DETAIL — OA90• _ _ '�• '- ��'�`'° �"-' 1 03�0 LAMINATE DESCRIPTION 1 2 1/6' ANNEALED GLASS 0,090' PLASTIC INTERLAYER EastmaSAFLEX PCh by Eastman Chemical co, 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 3 ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS ve• oAso% __ _� .1L@' �= __ = } 1 0340• SENTRYGLAS Kuraray America, Inc. 2 0,090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 4 ITEM GLASS DESCRIPTION j 3 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS are• .OA90• -- j .l[g• := •• =':_= -•�•= = J�,T o3to• TROSIFOL PVB by Kuraray America, Inc. 2 0,090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 5 ITEM GLASS DESCRIPTION I 3 DETAIL LAMINATE DESCRIPnON 1 1/8' HEAT-STRENGHTENED GLASS a/s oAso• _ _� .1L9' •=-- �_•-_� •= ' 1 0.340 TROSIFOL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS GLAZING DEPTH INSULATED LAMINATEI ITEM GLASS DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS 2 0,090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE ONE OPTIONS'- W CORNING 899 HNEE-MOREHEAD 5731 EMCO SPECTRUM 2 COMPOSITION TYPE 6 5 DETAII. LAMINATE DESCRIPTION a/4• TROSIFOL PVB by Kuraray America, Inc. #14 S.M,S, W/ 1 1/4' MIN, EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. 2X WEATHERPROOF MOISTURE BARF BY OTHERS (T) 2X 1/4' —1/4' MAX. INTERIOR SHIM SPACE ----------------------------- EXT. GRADE BACK BEDDING TO HE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR EXT. GRADE' PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS C 1 JAMB ZSTU'C�COOVER (TYP.) METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC, WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR # 12 X 3/4' S,D.S. MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS: FLAT HEAD, PHILLIPS, (SEE ELEVATION AND (ALUM. 0.078" MIN. THICK) ___ DP TABLES FOR QUANTITY AND FASTENER SPACING) '�_Y�� NOTE: THE LOWER PRESSURES OF SINGLE is ij HUNG WINDOW OR MULL SHALL GOVERN AV INTERIOR EXTERIOR / E 2 LOCK 1. BOTH E LOCKS 2. BOTH I FOR U: 3. TWO (2 IN' SEALANT EX' (n i i (n - cn i n i N (� W N (D ` ` N (0 N CO W N CD Cl) N CO C(A) N CO A W O�` L.I. ? p W C3) v O .p CO (JD W 0) P h W 0) P P W 0) i p W 0) v v N V (n N N 00 N -,I C31 N --1 Rl N -J in "' N N -4 (n -' N -' N OD N -4i Ul N N CO N -4 w -' N N CO N -4 (h N -I I11 Cn cn cn = co Cn CT (n (n (n cn Cn Cn = _ fq Z v Z Z v z 2 (n cn O(n (n u, = O m CO t— -4 V V V 0 C) 0 0 0��� w rn co m W 0) W (n (D cn Co cn CD cn Co cn Co 01 CD Gi c Q n ��I co co -I co -I OD N N N N rn(n0D(nrnrn W W W W co co cncncnCn(ncn (D Co CO (fl (D (D O a X O Cn to Cn Cn N (n N (n N (n N (n N w N Ut a n D > s) m J� c) = 3 :* n oo (» m (n 0) :r 3 n p co 91 J31 2OO CA O O OOO O S!j (nrnrnrn rnrnrnrn rnrnrnrnaDa) a)0)0Drnrnrn rnrn(n(n(n(n m y 0 0 0 0 0 0 0 0 0 0 CO O O O O O O O O O O O O O O O O O O O O O O O O O p 0 0 CD 0 0 0 0 0 0 0 = O O O O O O O O 00 O O O O O O O O O O O O O O O O C +ZE m+� � v � (D DO co co co co OD co co O co � (q Q -,l OD OD OD OD (U OD M M OD OD W OD OD OD OD (U OD N CO CO CO CO 00 OD OD w (�q O 0 0 0 0 0 0 0 0 0 0 O o 0 6 O a o 6 0 0 y 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O. 0 0 0 0 b y m 'a m rn 70 co w OD w co (b (b co OD N Z V OD OD OO Coco Coco CO 000000 OD CO (>o co co (b 000000 m w OD (b m 0000 000000O)o woo m (b N Z D O O O O O O O O O 0) 0000 0000 0 0 0 0 O O O O O O -4 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 O 0'0 ~ cD m ED L�JE L�JLJ i M'Ln N (D co N (D W O N CD W N CD W N W oNN� CNA Av0N (iD i --4 DN coODvCn OoVCJ O iOD v IQ N (n N N fn N N N N N NN N(D Cn Nn (n Cn (n (n (n Cn Cn Ut Ut (n (n (31 (n Z v (n O Cn O (n O (n O (n O (n O W CAD W W W OD co CID W CO W C)D = 0 I V rl v V 1� IV A N N A N P N O W Cn W Cf) W (n W (A W W W Cn cn Ln Cn Cn CD Cn CD (Al (fl Cn CO O) (A Cn0(AW W W W GD W W N C7) N o N CD) N (A NN O 4I Cn (n (n (n Cn (n (.Nil tQ ((n cn (n (Nn UNi (~n (Vn (Vn ((n cLrn cn I = -I 7 coco C) = 3 o a y v V7 � fi7 1 V (D) 00 OD V (b C)D OD OD C)D C>D C>D OO W OD (A 00 C70 00 C>D (» Cb C)0 CD OD C)u 00 W W 00 (>D (p ()D C)D Cb 00 W (>o W OD N�(/� (� • CD 1 0 O 0 O 0 O 0 p 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O N (D 0 m a v c� Iyv I V co co co 00 00 Co Co 00 Co Co m co O OD co O co O 00 O OD O (n O Co O CO O CA O (Jo o OD 0 co 0 CD 0 m 0 (p Cl CO 0 00 0 OD 0 OD 0 W 0 OD 0 OD 0 (p 0 CO 0 (b 0 (n ci • (D O O 0 O O O O O O O O O O W FRAME HEAD L-7701 O ( 6063-To ALUlSMM ) FRAME SILL L-7702 VENT INTERLOCK RAIL L-7705 O5 ( 6083-T6 ALUMINUM ) FIXED MEETING RAIL L-7704 C &-T FRAME JAMB L-7703 ( 6063-TS ALUMINUM ) C VENT BOTTOM RAIL L-7706 O( 6063-T6 ALUMINUM } VENT JAMB RAIL L-7707 O( 6063-T6 ALUMINUM } 1.375--+-I I 062 1.165 g T O FRAME TOP CORNER FRAME SILL FRAME BOTTOM CORNER O VENT TOP CORNER ITEM # PART # . REQ 1 L-7801 1 2 L-7802 1 3 L-7803 2 4 L-7704 1 5 L-7705 1 6 L-7706 1 7 L-7707 2 6 L-7708 AS RE 9 FS-006 AS RE 10 FS-040 AS RE 11 L-7531 AS RE 12 PWS-003 AS RE 13 PWS-005 AS RE 14 PWS-009 AS RE 15 HC-024-1 2 16 L-7711 AS RE 17 L-4204 AS RE 18 L-7723 1 19 L-7725 2 20 L-7727 2 21 L-7539 2 22 L-7523 1X LA 23 AS RE 24 2 25 HC-057-1 2 26 HC-058-1 2 27 W 2 28 HC-026-1 1 29 L-7730 1 30 A W 31 SM-5504 AS RE 32 X AS RE ME eaHeREIDTLt1a NCswF•E5R2W'mDE+ar,vex tar low 81xLL Mp 201T, OR,IL 2M11J Z F)M' LOIlO i IIOPI� IriAMWA Nr L•kI 0•O l� 8� y? 1•A2ROD1) , m»cfOr 1rADsro' �• aims OTT zw M1x WALL o10ma fe xaiOl KUARCRJCFV Om CORTAN SIDE I i 11 � R7.832 -� COMMERCIAL T wpDLOCK 0,11111 /l/il ,`.% N H. oli(o '0 •�GEII/ �• No. 7768 Ro s, STATE OF do a r A•i .• FOR N�T%f-W " UNALC RMELEOIRICOREMTxxLJST / ■ JytDOIpp50�G00i DRNE:iMf .._.... t`I/t1111■' N012:RxW1D0a0RN5lYGVx 1 1 uP1 {AROE MaxOiMlaAre (SOdLLONm7111/N80 RM I � �aAMn2r� MATERIAL: GOO �• STRUCTURAL STEEL, DRADe>w, cuss+ 260 .5m 115 (11 90' 9ZS — SEE SHEET 2 FOR NOTES m REQUIRED IV- OPUM IE1011T VERTICAL HEAOl00M 1CRMORIAL NZAOROOM 71EE/ ro F 2P am aw T"w 21. 21, 10a vim /NW 21.147 2r wa am IM 7t 2r Ira OVER tra TMRI a rl 1T0 OVER IN n' a ma +i 1-168 A*.= — DRAWINGRELEASE 1-31-07 O AW f tog M A OIIIDEATTACNATTOE RINSE D �W i_T •a DD DEOFRgN31NOTE REWSION- O•;.ORRawm"'m CHAftUOW[lDm E ADOFDOMIITEOPSFYAIMEJ 2.7E-14 C 2x R10D att:O ". .1EE ALL COMPONEMe ON" BE •• . ASTMA0539fMIN&AN E• wimom F&UKIICALVAMaEO ..a ..•'� '.. MAN PERASTMA93040 • uw .105 x= I. r ! JITr� 1 1,145 9U1 tnraf+mwEfa 1�py,.■1:�1 .��•� —2Tx mm"VempmT p 1TQrn M01 ( r •1 Q41Nlt I - - I r eRReu exuwnleslE nnrw�en rnun wn1 CECIMAL FRAMV95 ANG1E0 HOLEDCIM MIS xm 41-0Af0' 41•1Hs .h0.70' UNDER OJ51 :� 0.261.OMO !� OVEROb00 :� BECKY NELSON DON MODS rERam DON MUS r I- p ------I 3ellSE lmLL3LG1 _wjvmA:T�h 11OTTMIMAZIN34KY aPMr 1R�' JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 TM-662-28501Fax 770.682d294 tBJ 2014 Janus Intertutfonal Co"r•tlon AS Rfghts Reserved CERTIFIED WWD LOAD RATED a¢ 28 GA SERIES 3100 DOOR ASSEMBLY tat m MAX, SIZE 1&4r X 20W 1.3"3 In '""n""" T1004 E fG•iL•t7 1 — 2 l- Jue a°i`*la"c'Ax�ss � ,DAw •--i �°�"w ,60 FDnWiY1 CB.FdPLuO mmDD,ALAY Irf�DFAtLmrolO) T QRTAN r - g111TAN Jir �w �. LN9OL000ATTACH S!` VAImWfJIBAtTACN WIMEFACi Mrs . 1Y1111lrACNs�IrB ■NUTODxec"m L.RveTameealED L vAfoLDDAm EVDIroTxeR wDaoacmEVF�WDR®I CCNNDADON CCWU1WipN apnow1 4PT %V-IVFNf —I vr.AITVUj .l :a• y.tmfuRFF 1Y •fl•TIFLFI MMAN I CVMAN - y,TJTm W-1a0u1 CONCRERIFRAEO EIGOL. RHDUIDELAOVM SHOWR SUPERwFosEOttzAO DLLOR.ROPT■DNs w GENERAL MMG 1. TMR1LLAPD00R8YDTCHt9DFSUMONACCCRWAMWGHTIEFLORpASURDNO W056HC1 AND NTOIXNIO•WLBLINDPq WDE L iNEREWAi®OEBgHW1NOPRESEURFSPoRA DOOR NAM' PARRCUAROMD"UMLBEOEIERNNEO NACCORDANOEWIN15EC=IWDWTHE FOMOAC4M SURSCK 1MOVFWSGFFLOMREOUPMOL'"WNDPRE9O�9 WYNiDtlEfMMN AMOMAWAWTRIMMNIMCFTHEECORV MTIELOCALEWDNOCOOENEFFECTFORIRE BISOFIOLOFiy1PL O.7F6ROILi7PD00R IND 85OFbiICOEBBF W.Y TEBiEDAC�p70T1E UMVORR STATIC ABiPRE960AE iESTPERASTYE310ANDAMBDOAAtA IW10(WFFLY REBtOTAPOSRNEAtIDNEOMRRWTNOL LDADAB NOTFO [IlLOW. AIESTIDAOOF I3YDESION IDADfW NSN URlD. OEDVJIILDAD `•11mOO PBF 1 WPMLDAOSFORBLMDM CN'J MBK&ILBEDEnFAMEO DYAPROFEE.MOMENOW-MUSM APPROPMAT11 W®mODgkWJE1NAHDdRRYAYE ELt0A0 Lt3ECOREYCFO A BIFERW WLGAWDNTW AAWFRONTNBDONIARE=MEDAsy ANDVVHMU. CONMACTOMSNAUINYRNICM ENGM"VERFV ADEQLU&CFBDAMGS?FlCIM YORPBW a FERDEOS®IDAMY. W L AU WNDINDBMILLQPERFORVCDBYQLWPOAVC WWUDMEJA000REWfIHA.WABPECLTwTOM LATEST EORPN.ALLW'(,AMNO ELECFRODE MLLEOMOiWTOAWB.AI ORADBEdo A. DODReeNAILBerRDAromwrtHLnucl�w�e�aTxeGProHwnpoN¢R, I. AUBOLTEAIOLYANQ091WLBE MLVANIZFDOR ETANLEffi BTEEL WONAAWORI7ENSLE9TRENDM oFINYTa L DFBATN NS®ON CERBFEO TEMMLABORATp1E8 W. TEBTREPOMNO.CVA.IOM FNITkIMIM OImEAITAONA@NF70lA1OlANOND.CFUMiDLW FOR TOEOF DII MATTACItl.'E RTOJLL9. �Ah 1A . ORRLLADtOfJIJAIAt — fr •uP "JAI10?'rW x LrwMIDOtaOLT ;• ;•• L r11AAIt Tf1LlDE■■ P®IrQC.ItAY tI WAOIfD ORD"M }t?NPATEW101RA1. .t Yuwn1.0 Dr .r v x yCIIRfW WILTAtH ` 1 •MM1'OIDCOAWAM WWLOOSATTACN L TR' �� NIMAEAtliYArR vm.em vwo sr ■tvlli.IDSCWiED imciNACC0A1® y i._.WDumv EVER•ADTf61 O19PG�WMN WDIDLOOLOflRAYDII6A� J CMRIDAWN ._ =EADI a T CdONOATAN ..,.,..t OPTION 04NCR4TEfFLUW BIaac.tuw.l,_g MI DUIOL.YAUMNIOWI )III �, e. i•■_ i A"iYAut {}� OO 0 • ....-. DLLv.FIIDLNADOfmiYCl 11 DILNA9IYA®D® .Fw®wFse. UNLESS OTNEfRWI5E 8PEI'.._OIA1EDfegNBARE Ol MCNES. YOLn•H1'rs6.�e�:.. ucwwiowe DEOILUL FRACTIONS ANGLES HOLEDA►1ETEA8 AriRo�vAa aR W4 XXK 41.OW ' N-FI76' H-0'30' UNDER 0251 •� OEM NELSON 1-31-03 OS XX%X AAQO 0.261-O.tA'Op om DON MILLS 1.31-03 OVER OSW DON Mus 1.31.03 ALLOWABLE TRANSVERSE DESIGN WIND LOADS Mom MAX DOOR WIDTH V-0' MAX DOOR HEIGHT -2W-O' I DESIGN LOAD POSITIVE PS 77A DESIGN LOAD NEGATIVE P 86A W-W • 2V-W 61.3 06.9 IV-W 20'-0" 502 56.7 11'-0° 20'-0" 421 47.7 IZ-V 20'-0" 36.0 41.0 13'-0' 2W-O" 31.3 35.S 144" 20'-W 27.5 31.6 15-0' 20'•0' 24.5 28.1 1W.0 20-0" 22.0 25.3 11/IA09r FOrABN �� nWCClrPil■i■MI? AOLAIimIHITN mYvmaflNULar ATL¢Ttau■aTAfYIDw.0 BI®L V ODHAOp1fADO1NV FAL0FLLW2WLi0ALMR JANUS INTERNATIONAL CORPORATION 135 JANUS INTEM71ONAL BLVD TEMPLE, GA 30179 770562.26501FBx 770-M2-2264 m 2014 Jans M metlamd COIpM&MAN Wto Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 16'-0' X 2W.T aRWRNDL'°`"' T1004 E NONE 1 1 -- 2 ­ 2 II 5/18/2021 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit. Surcharge 1 Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search 1 Product Approval C�pr*USER: Public User Product Approval Menu > Product or Application Search > QRollcation List > Application Detail FL # F1.12765-116 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived �J Product Manufacturer Janus International Group, LLC. Address/Phone/Small 135 Janus International Blvd. Temple, GA 30179 (770) 562-6135 Ext 360 curts@janusintl.com Authorized Signature Curtis Schroeder carts@janusinti.com Technical Representative Curtis L Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770)562-2850 Ext360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 jakel@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Gordon Thomas, P.E. n Validation Checklist - Hardcopy Received Certificate of Independence FL12765 R6 COI 29018 cert of fi. indep,pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code VS affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity >DYes 0No C N/A 1 https://www.floridabuilding.org/pr/pi app dU.aspx?param=wGEVXQwtDgsmFBcODh9Xl1X8snGJ0dCIL8rwD48AS0XDYhV1SW8ovQ%3d%3d 113 5/18/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/06/2020 Date Validated 10/06/2020 Date Pending FBC Approval Date Approved 10/12/2020 SummarV of Products FL # Model, Number or Name Description - 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-8" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R6 II 29018 Dwg T1012 Rev A.Rdf Approved for use outside HVHZ: Yes FL12765 R6 II 29018 Install 750 1100.pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R6 AE ER-09-0008-R.pd Created by Independent Third Party: Yes 12765.2 jSeries1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" j Limits of Use Installation Instructions — —t Approved for use in HVHZ: No FLi2765 R6 II 29018 Dwg T1013 Rev A.pd Approved for use outside HVHZ: Yes FL12765 R6 II 29018 Install 750 1100,12dff Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R6 AE ER-09-0008-R.pdf Created by Independent Third Party: Yes 112765.3,e I Series 3100 1 Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" 1 of Use Installation Instructions Approved for use in HVHZ: No FL12765 R6 II 34012 Dwg T1004 E.pd Approved for use outside HVHZ: Yes FL12765 R6 I_I_34022 Mod 3100 inst instr.pd Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other: +36/-41 psf at 12'-0" wide. Varying loads are shown for widths Evaluation Reports 8'-0" to 16'-0". Not for use In High Velocity Hurricane Zones FL12765' R6 AE M3100 FL12765 T1005G 1?2.pdf Created by Independent Third Party: Yes 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size. 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R6 II 32041 FL T1005-F 0002.pdf Approved for use outside HVHZ: Yes FL12765 R6 IT 34022 Mod 3100 insl ins r.pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-38 Created by Independent Third Party: No Other: +35/-38 psf at 16'-0" wide. Varying loads are shown for widths Evaluation Reports 15'-0" to 20'-0". Not for use In High Velocity Hurricane Zones EL12765 R6 AE 3,2041ER-09-0007-112 120112 0005,pi f Created by Independent Third Party: Yes i 12765.5 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R611 29018 Dwg T1000 Rev B.pdf Approved for use outside HVHZ: Yes FL12765 R6 11 29018 install 750 1100.Rdf Impact.Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-45 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R6 AE ER-09-0007-R.odf Created by Independent Third Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door Assemblv Max Size: 6'-0" x12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R6 II 29018 Dwg T1001 Rev B.pJjf Approved for use outside HVHZ: Yes FL12765 R6 II 29018 install 750 1100.pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other: Design pressures listed is at test width of 6'-0". For pressures Evaluation Reports versus widths, see Table 1, Page 4 of evaluation report. Not for use In FL12765 R6 AE ER-09-0007-R.pdf, High Velocity Hurricane Zones. Created by Independent Third Party: Yes 112765.7 1 Series 750 1 Series 750 - 26 Gauge Door Assembly Max Size:8'-8" x 12'-0" 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.4/-27.0 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R6 II 29018 Dwg_T1002 Rev B.pdf FL12765 R6_11 29018 install 750 1100.pdf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R6 AF ER-09-0007-R.Rdf Created by Independent Third Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0' Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R6 II 29018 Dwa T1003 Rev B_pd Approved for use outside HVHZ: Yes FL12765 R6 II 29018 Install 750 11 0.pdf https://www.floridabuilding.org/pr/pF app_ U.aspx?param=wGEVXQwtDgsmFBcODh9XllX8snGJOdCIL8rwD48ASOXDYhVISW8ovQ%3d%3d 213 5/18/2021 Florida Building Code Online Impact Resistant: No Verified By: Joseph H.,Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R6 AE ER-09-0007-R.pdf Created by Independent Third Party: Yes 12765.9 Series 850-S Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R6 II 29018 Dwa T1006-S Rev B.W Approved for use outside HVHZ: Yes FL12769 R6 II 29018 install 850.12d Impact Resistant: Yes Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R6 AE ER-09-0007-R.pdf - _� Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. &2Ryri9ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click heL€. Product Approval Accepts: o zo https://www.floridabuilding.org/prlpr app_ U.aspx?param=wGEVXQwtDgsmFBcODh9XIlX8snGJOdCIL8rwD48ASOXDYhVISW8ovQ%3d%3d 3/3 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Soprema, Inca Evaluation Report S18010.06.09-1119 1640 rue Haggerty FL2569-1121 Drummondville, Quebec J2C 5P8 Canada Date of Issuance: 06/25/2009 (819) 478-2400 Revision 19:12/16/2020 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 evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION` Soprema Roof Underlayinents' LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time asthe named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 'IN. j...i. y ... i '•�oc�:. yrt - : The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/16/2020. This does not serve as ""i,� •"� an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC, LLC 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. S. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for,permitting or design guidance unless retained specifically for that purpose. 02019 NEMO ETC, LLC .V f IF 1 COPY ONEMO I etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Soprema Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 7th Edition (2020) 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 Property Standard . Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4, 1507.2.9.2 Material standard ASTM D1970 2015 / R905.1.1, R905.2.8.2 1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 1507.11.2 / R905.11.2 Material standard ASTM D6163 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Enti Examination: Reference Date ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) ASTM D1970 / TAS 110 (QC) S31370.03.10-1-R1 04/07/2010 ERD (TST6049) FRSA/TRI 04-12 (OH) S11150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 (OH) S37210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 (MS) S37210.12.11 12/01/2011 ERD (TST6049) ASTM D1970 (MS) S40540.02.13-1 02/19/2013 ERD (TST6049) FRSA/TRI 04-12 (MS) S43530.02.14-1-R1 02/21/2014 ERD (TST6049) ASTM D1970 (BC) S44870.04.14-2 04/02/2014 ERD (TST6049) ASTM D1970 (QC) S44870.04.14-3 04/02/2014 ERD (TST6049) ASTM D1970 (OH) S44870.04.14-1 04/10/2014 ERD (TST6049) ASTM D1970 (MS) S44870.04.14-4 04/10/2014 ERD (TST6049) ASTM D1970 (OH) S40540.10.14 10/31/2014 ERD (TST6049) Tensile Adhesion / Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD (TST6049) Wind Resistance SOPC-SC14045.05.17-RI 06/07/2017 M-D (CER1592) HVHZ Compliance 18-0329.03 06/28/2018 ICC-ES (EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO (TST6049) ASTM D1970/TAS 110 (QC) SOPC-SC8970.08.15-R1 04/25/2018 NEMO (TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO (TST6049) ASTM D4798/1)1970 (OH & MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO (TST6049) Tensile Adhesion / Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 NEMO (TST6049) Peel adhesion (existing underlayments) 4j-SOPC-I9-SSUDL-04.A 03/12/2020 NEMO (TST6049) Peel adhesion (existing underlayments) 4j-SOPC-20-SSUDL-01 12/16/2020 PRI (TST5878) ASTM D1970 (MS) SOP-064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (QUA9625) Quality Control MLA File No. R16814 12/10/2015 UL, LLC (QUA9625) Quality Control MLA File No. R27605 05/08/2019 UL, LLC (QUA9625) Quality Control Service Confirmation 06/29/2020 UL, LLC (QUA9625) Quality Control Florida BCIS Current NEMO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization N32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19: 12/15/2020 Page 2 of 9 ONEMO I etc. 4. PRODUCT DESCRIPTION: 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 Product, Material Plants) Description •Standard , Lastobond TU HT ASTM D1970 and Gulfport, MS self -adhering, non -woven polyester fabric FRSA/TRI 09-18 surfaced, SBS modified bitumen roof underlayment Tri-Built S/A HT TU ASTM D1970 and Gulfport, MS self -adhering, non -woven polyester fabric Underlayment FRSA/TRI 09-18 surfaced, SBS modified bitumen roof underlayment Lastobond Shield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch RESISTO SA SMOOTH PLY ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS 40 modified bitumen roof underlayment Lastobond Shield HT ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond Pro HT-N ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch Lastobond Pro HT-S ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment EnviroShield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond 195 ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand - Wadsworth, OH surfaced, SBS modified bitumen roof underlayment Lastobond Eaves ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand - Protection Sheet Wadsworth, OH surfaced, SBS modified bitumen roof underlayment Lastobond Eco ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment Lastobond Smooth Seal ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, film - HT Wadsworth, OH surfaced, SBS modified bitumen roof underlayment Tri-Built Smooth HT S/A ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, film- Underlayment Wadsworth, OH surfaced, SBS modified bitumen roof underlayment PrimeSource Grip -Rite ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, film - Smooth Seal HT Wadsworth, OH surfaced, SBS modified bitumen roof underlayment RESISTO LB1236 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment TRI-BUILT Sand-R SA ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - Shingle Underlayment Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment NEMO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 4.17 4.18 4.19 4.20 MEMO etc. .:Product Material Plant(s) "Description " Standard PrimeSource Grip -Rite ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand- Eave & Valley Protector Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH' underlayment SRS TopShield ICE & ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - WATER DEFENDER Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment RESISTO LB1244 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment Colphene FR GR ASTM D6163 Gulfport, MS self -adhering, fiberglass reinforced, granule - Wadsworth, OH surfaced, SBS modified bitumen roof underlayment 5.1 This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof. components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 11. ROOF COVER OPTIONS FBCSectla 1507.2 .; " 1507.3 ;; ` 1507.4 A 1507.5 -, " 1507.7 1507.8 & 1507.9 Clay antl Concrete Tile Metal Slate or Underla meet Y Asphalt ' Slate -Type Wood"Shakes or Mechanical ; Adhesive, Shingles Attach. ,." Set '; ; Panels .` Shingles" , hingles 5 Shingles i . Lastobond TU HT, Tri-Built S/A HTTU Yes Yes Underlayment Yes Yes See 5.6.1 Yes Yes Yes point strips, 1507.1.1.3/ R905.1.1.3) Lastobond Shield, Pro HT-N, RESISTO SA Yes SMOOTH PLY 40 Yes No No No No Yes point strips, 1507.1.1.3 / R905.1.1.3) Yes Lastobond Shield HT, Pro HT-S Yes No No Yes Yes Yes Qolntstrips, 1507.1.1.3/ R905.1.1.3) Yes EnviroShield Yes No No Yes Yes Yes point strips,1507.1.1.3 / R905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond 195 Yes No No No No Yes point strips, 1507.1.1.3/ R905.1.1.3) MEMO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 29:12/15/2020 Page 4 of 9 (NNEMOjetc. "' TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 ' 1507.4 & 1307.5 1507.7 1507.8 & 1507.9 Clay'and Concrete Tile Metal Slate or Underlayment Asphalt Shingles Slate -Type Wood Shakes or Shingles Mechanical ` .Adhesive- " Panels Shingles ,Attach Set Shingles Lastobond ECO, RESISTO LB1236, TRI- BUILT Sand-R SA Shingle Underlayment; Yes Grip -Rite Eave & Valley Protector, Yes No No No No Yes Cointstrips, 1507.1.1.3/ TopShield ICE & WATER DEFENDER, R905.1.1.3) RESISTO LB1244 La-stobondSmooth&"Seal HT,-Tri-Built Yes Smooth HTS/AUnderlayment Grip' -Rite Yes No No Yes Yes Yes Qolntstrlps;is071'13/ _ Snf oth.SeaI,HT R905.1.1.3) Yes Colphene FR GR Yes Yes No No No Yes (Joint strips, 1507.1.1.3/ R905.1.1.3) 5.6.1 Adhesive -set tile is limited to use of the following Approved underlayment / tile -adhesive combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval Lastobond TU HT, Tri-Built S/A HTTU Underlayment Dupont "Tile BondTM Roof Tile Adhesive" FL22525 ICP Adhesives and Sealants "Polyset® AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates (designed to meet wind loads for project) Underlayment Application = Type Primer Material(s) Lastobond Shield, Lastobond Pro (Optional) ASTM plywood, OSB or Southern Yellow Pine HT-N, RESISTO SA SMOOTH PLY Deck / D41, Elastocol Stick, (SYP) 40, Lastobond Shield HT, sheathing Elastocol Stick Zero ASTM D41 structural concrete Lastobond Pro HT-S, EnviroShield, Lastobond TU HT, (Optional) Elastocol Dens Deck Prime or SECUROCK Gypsum- Tri-Built S/A HT TU Insulation Stick Zero Fiber Roof Board Underlayment, Lastobond Eaves Protection Sheet, Lastobond 195, self- Lastobond ECO, RESISTO LB1236, adhering TRI-BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector, TopShield ICE & Base Sheet (Optional) Elastocol ASTM D226, Type II felt or Modified Sopra- WATER DEFENDER, RESISTO Stick Zero G LB1244, Lastobond Smooth Seal HT, Tri-Built Smooth HT S/A Underlayment or Grip -Rite Smooth Seal HT Deck / (Optional) ASTM plywood sheathing ASTM D41 structural concrete Col hene FIR GR p self- adhering Insulation (Optional) Elastocol Dens Deck Prime or SECUROCK Gypsum - Stick Zero Fiber Roof Board (Optional) Elastocol ASTM D226, Type II felt or Modified Sopra- Base Sheet Stick Zero G 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Soprema Roof Underlayments Evaluation Report S18010.06.09-1119 FL2569-R21 Revision 19:12/15/2020 Page 5 of 9 ONEMOletc. TABLE 2: 'SUBSTRATES OPTIONS FOR AOHERED'UNDERLAYMENTS Substrates (designed to meet wind loads for project) Underlayment Application : _ Type , ,Primer ... - Material(s) . Lastobond TU HT, Tri-Built S/A HT TU Underlayment, RESISTO L61236, TRI-BUILT Sand-R SA self- Existing RESISTO EXTERIOR Existing sand -surfaced, glass -fiber surfaced, Shingle Underlayment, Grip -Rite adhering substrate PRIMER mineral -surfaced or film -surfaced roof Eave & Valley Protector or underlayment TopShield ICE & WATER DEFENDER * Final acceptance of any existing substrate in a reroof (tear -off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT, Tri-Built S/A HT TU Underlayment, RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eove & Valley Protector or TopShield ICE & WATER DEFENDER self -adhering underlayments, contact RESISTO technical support. 5.7.1 Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. 5.7.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but —for mechanically attached base sheets - not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two -Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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). 5.8.3.1 Direct -to -Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5gsf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self -adhered. NEIVIO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof underlayments Revision 19:12/15/2020 Page 6 of 9 ONEMOletc. #3 Maximum Design Pressure = -120.0 psf: Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40, self -adhered. Underlayment: Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self -adhered. #4 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self -adhered. #5 All other direct -deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of -45 psf. 5.8.3.2 Mechanically -Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #6 Maximum Design Pressure = -60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6- inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self -adhered 5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment attachment shall be in accordance with the manufacturer's installation instructions and attachment of the insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product Approval. 5.9 Exposure Limitations: TABLE 3i EXPOSURE WITATIONs Underlayment Prepared Roof Cover Maximum InstallationType Exposure (days) Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, TRI- Mechanically BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector, TopShield ICE attached 30 & WATER DEFENDER or RESISTO LB1244 Lastobond TU HT, Tri-Built S/A HT TU Underlayment Adhesive -set tile roof 30 system Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Mechanically Lastobond Pro HT-S, EnviroShield, Lastobond Smooth Seal HT, Tri-Built Smooth HT S/A attached 90 Underlayment or Grip -Rite Smooth Seal HT Lastobond TU HT, Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically attached 180 NEMO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate ofAuthorizatlon #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 7 of 9 ONEMO I etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR 'DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile " `, Staging Method' Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, 6:12 followed by 8 tiles high on slope, as shown below) t Lastobond TU HT, Tri- Built S/A HT TU Underlayment Lugged r, • tp 1 Flat Max. 10-tile stack 5:12 Colphene FR GR Lugged Max. 10-tile stack 6:12 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.2.1 Installation of RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector or TopShield ICE & WATER DEFENDER self -adhering underlayment in a reroof (tear -off) application atop an existing underlayment (per Table. 2) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof (tear -off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector or TopShield ICE & WATER DEFENDER self -adhering underlayments, contact RESISTO technical support. 63 . Lastobond "TU" HT, 'Tri-Built S/A.'HT •TU Underlayment, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH, PLY 40, Lastobond Shield HT `Lastobond "Pro`HT-S, EnviroShield,'Lastobond Eaves Protection Sheet, 'Lastobond 195,'Lastobond Eco, Lastobond Smooth Seat HT, Tri-Built Smooth HT S/A Underlayment, Grip -Rite Smooth Seal . HT, •RESISTO, 1.61236, TRI-BUILT .Sand-R SA Shingle' Underlayment, Grip -Rite Eave & Valley.. Protector, TopShield ICE & WATER, DEFENDER,. RESISTO LB1244 or Colphene FIR GR 6.3.1 Non -Tile Applications: Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type 11 felt the base sheet shall be fastened in accordance with FBC 1507.1.2 or R905.1.1. NEMO ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization ✓E32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 ONEMOjetc. 6.3.2 Tile Applications: Limited to Lastobond TU HT, Tri-Built S/A HT TU Underlayment or Colphene FR GR. Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEW ETC, LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19: 12/15/2020 Page 9 of 9