Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NOA
MIAMI•DADE RECEIVED I MOH-DADECOUNTY mo PRODU 'CONTROL SECTION DEC 0 6 2W 1180 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R) ami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T 7a6� 315 2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) sr. Lucie county, Per�rmittIng iamidadexoyleconemy 4950 Hickmore Street ''w Ville St Laurent, Quebec, Canada H4T1K6 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 Mismi-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 Veloci-icc�an. ee Zone. DESCRIPTION: Seri "GenStorm" O-^� g Opaque Steel Doors APPROVAL IIOCUMFIVT: Drawing No. ADl - tr ed Genstorm Outswing Steel Door System - LW', sheet 1 through 8 of 8,.dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 Missile Impact Resistant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options M and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELPi iG: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Vckmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEikAL 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. r1l ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, expiration date may be displayed in advertising literature. If any portion of the NO�j<isltl in its entirety. (per INSPECTION: A copy of this entire NOA shall be provided to t ???���u's shall be available for inspection at the job site at the request o et c This NOA revises NOA #15-0825.04 and consists of Oris pag document mentioned above. The submitted documentation was reviewed by Ishaq I. Chaada, P.E. mnam•utaanecoU�m SCANNED. •, , BY St. Lucie County d by the be done distributors and E-1 & E-2, as well as approval NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 Page I fir° 7 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LNU', sheet 1 through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12-022334 /910-1203.02/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Causo, 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(PMK177T threshold) 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 and TAS 202-94 7) Tensile test per FBC; TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5a' Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E. D. -QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. NL#TERLAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10113/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5's Edition), dated 08120/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. E-1 1Sku2 \ - CLAa a' - Ishaq L Cbanda, P.E. Product Control Examiner NOA No.17-0803.0I Expiration Date: July 14, 2020 Approval Date: December 28, 2017 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-0223.35, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10122/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. a Test 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(PMK177T threshold) 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 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None 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 to FBC 2014 (56Edition) & FBC 2017.6u' Edition) ted 05/16/17, prepared by MCY Engineering, Inc., signed and se e y ipmg Wang, E. G. OTHER 1. This NOA revises NOA # 15-0325.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER Ishaq I. Canada, P.E. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 ANCHOR LAYOUT FDRYnwLANM�A�NLn A (FRAME WIDTH) 65718• MAX. (DOOR OPENING) a4 A �iT• .i. 9d Ll BESAND , DETA4ON B77. .-ETi ..mAC�..r SIL6-/ R- ERS MAX. 1}7IWTKK AN,'OR TYPE-POR (p() ALUNWUMTURF Ia•L0. T1•WTOCONC. DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE OUTBWNG STEEL DOOR RMR - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY N1TH THE REQUIREMENTS OF THE BTH EDITION FLORIDA BUILDING CODE (201T) INCLUDING HIGH VELOCITY HURRICANE ZONE OfVH4 -DOORS RATED FOR URGE MISSILE IMPACT ANO DD NOT PEpUIRE SHVRERS. -DOORSAPPRCVED FOR INSTALLATIONS MERE WATER INFILTRATION RESISTANCE . IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO 9EAPPUEDENTIREPERIMETEROFFR % -ANCHORSSHALLSEASLASTED. SPACEDASSHCV4 ONDETAILS. ANCHORS EMBEDMEMTO BABE MATERNL SHALL BE BEYOND MMDMSSINO OR STUCCO. -ANCHORING Oq LOADING CONDITIONS NOT SHONN W THESE DfiALLB MENOT PANT OF TNISAPPRP/AL -MATERIALS INCLUDING BUT NOT LIMITED TO STEELIN!UAL SCREWS THAT COME INTO CONTACT WTIM OTHER DISSIMILAR MATER0I5 SHALL NEE! THE REQUIREMENTS OF THE BTH EDITION FLORIDA BUILDING CODE (7017) SECTION AS APPLICABLE. =METALSTRUCTURES NOTBYGENSTEELDOORCO. MUSTSUPPORTLOADS IMPOSED BY ODOR SYSTEM AND TRANSFER THEM TOTHE DOMING STRUONRE. (DESIGN LGADImR9LO avaM•uER +E5.0 PSF ES.p PEP - ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10. MULTIPLY BY O.B. SHALL BE LESSTHAN OR EQUALTOMAX. DESIGN LCAD IN THIS DOCUMENT. -ZI(NOOD BUCKS BY OTHERS MUST BEANCHORED PROPERLYTOTRPNSFERLOADSTOTHESIRUCTURE. -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED iIN DESIGN OFANCHORS INTO VATOD ONLY. -DOOR PANEL: MIN. M GA(0.W91 STEEL MIN. Fy=55 FBI MIN., Fw50 KSI MIN. DOOR FRAME MIN.IO GA(0.0401 MEL MIN. Fy • 40 KSI MIN.. Fu 55 AN MIN. - DOOR PANEL STAINLESS OPTION: M M (0.03T) STAINLESS STEEL DOOR PANEL MEETING MIN. Fy • 55 KBI• Fu•55 KSI MIN. OR BETTER MAY QUALIFY HAVING •MIUCERIIFlCAIE• AS A VERIFICATION OF THE AVAILABLE MI N. YIELD STRENGTH. -DOOR FRAME STAINLESS OPTION: 10 GA 10.041Fj STAINLESS STEEL DOOR FRAME MEETING MIN FY • 40 KSI. Fu,m KSI MIN.OR BETTER L YQU. M WGTIILCERTIFICAT MAVERIMGnI OF THEAVNLABLE MIN. YIELD STRENGTH. NOTES. EGRESS REBUIREMENTS TO BE REMCY1 D BY BUILDING OFFlCNL SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY 4T YI• NAX lY a ®� Ono po OPTIONAL EMBOSSED DOOR LEAF PATTERNS: N I e S ' NOV 15 2017 NIOIMC E MEVIFRO u N�ply* Ykh ik F66h bdamA ='NO )7ZY03•01 'bpi ,&. DLIe.TUIV OV�To2p ma-Icl V, 1 WIND WWO. P.E. FLORIDA REGISTRATION ' PE R559B1 CAN..38677 pp 4 @g6yy N e ADIO-01 ' SNEET 1 OF e f a L P PRO D SE4iWf TAV W OMN WED AS � w 0 W . / CONCRETE wHEAD DETAIL "."EYA I / .. d 9CRY ®SOC ' TYPICAL THRESHOLD FATED FOR WATER RESISTANCE B HEADDETAIL fi fUIU W R:LY 0 1 LI HEAD DETAIL A HEAD DETAIL__(iIL voa oasiewwmr TYPICAL ANCHORS P THRESHOLD: TYPE F.1 1/4" OR 6/16"DIA. ULTRACONS BY'ELCO' Fv = 155 KSI Fu DIRECTLY INTO f0'=3000 PSI MIN. CONCRETE 1.12" MIN. EMBED 2-12" MIN. EDGE DISTANCE TYPE F.2 1/4"TAPCON BY ITW FY=90 KSI Fu=120 KSI DIRECTLY INTO f0'=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2.10 MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SIUCONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II NOV 15 2017 ANCHOR (® JAMB BOTTOM CORNER: ANCHOR0REMOVABLE MULLION BOTTOM, BOTTOM, ANCHOR (a) MULLION T TYPE F.3 3116" DIA. ULTRACONS BY'ELCO3116" DIA. ULTRACONS BY'ELCO' F�155 KSI Fu=177 KSI Fu=177 KSI TYPE F.3 3/8" DIA. SLEEVE ANCHOR BY WEJ-IT TYPE E.1 1/4" SMS OR #14 SMS (MIN GRADE 2 DIRECTLY INTO fc=3000 PSI MIN. CONCRETE DIRECTLY INTO fC=3000 PSI MIN. CONCRETE CRS1 OR ST/ST 1-12' MIN. EMBED, 2-12" O.C. 1-12" MIN. EMBED, 1-3/4. O.C. DIRECTLY INTO 1d=3000 PSI MIN. 2-12" MIN. EDGE DISTANCE 2-12" MIN. EDGE DISTANCE CONCRETE 1-12' MIN. EMBED, 2 12' O.C. 2-12' MIN. EDGE DISTANCE 11 DOOR JAMBIHEADER TO BE 3000 PSI GROUT / f CONCRETE BLOCK FILLED WHEN WIRE ANCHORS ARE USED VON DUPRIN LOCK OPTION I CONCRETE BLOCK ACTIVE SURFACE I --(SEE SHEET 6) INACTIVE A _7N VERTICAL ROD 5 77 ANCHOR TYPE F1 DIA. ULTRACONS (i-f' tmutu) z-f E.D. 3000 PSI 114' MAX. @ GROUT FILLED HIM SPAC 3 ' @3 3 EXTERIOR S E4 ' 1� It IVES SURFACE--/-"612-14 x 718" SCREWS #6 x 1'TEK SCREWS 16 WIRE ANCHOR @ 12'. O.0 @ 6 Ilr O.0 1-k x 1-17" (SEE ELEVATION DOUBLE DOOR OPENING WIDTH = 95" MAX. IS GA STEEL 2 FOR SPACING) (SEE SHEET 1) 4-j" LIS ANGLE —\ DOUBLE DOOR FRAME WIDTH = 99 7W MAX. z (SEE SHEET 1) SEE SHEET 3 FOR 190 TYPICAL ANCHOR MIN. 1110 z YP' ELEVATION INACTIVE -VON DUPRIN MORTISE (BE E E 'A N 8 EMA ANCHOR zu MTEDMrN AT EA. ANCHOR LOCK OPTION PANIC DEVISE M'i' 0 SPACING CI FOR RL A ING IVES SB 453 SURFACE --(SEE SHEET 6) SEE SHEET 1) 2z MOUNT FLUSH BOLT WN > OPTIONAL B0770M CORNER ANCHOR DETAIL ANCHOR INACTIVE AN CHOR LJ 0 aid w 0 zQz t II3 EXTERIOR NI MAX. 3 7— FRODUcrREVE" SHIM SPACE" �Ie=11h 111c phrul w Leon HINGEJAMBDETAIL MEETING > Sq lI LOCK OPTION %2 SHOWN 0 Q Bai 8 TYPICAL ANCHORS THRU EMA(EXISTING MASONRYANCHOR) 0- JAMB: 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE 1 5116' DIA_ ULTRACONS BY ELCO' FV=155 KS1 Fu 177 KSI TYPE D. W DA POWER BOLT BY 'POWERS' TYPE At DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fd=300 PSI CONCRETE TYPE A2 DIRECTLY INTO IV-3000 PSI CONCRETE 2-12'MIN. EMBED I -In' MIN. EMBED 3' MIN. EDGE DISTANCE 0 W Ee ZAIV MIN. EDGE DISTANCE TYPE E. 5/16" DW EMS OR MACHINE BOLTS (MIN. GRADE 2 CRS1 OR STIST a 0 M' DA HLC SLEEVE ANCHOR BY 'HILIT INTO METAL STRUCTURES (STEEL OR ALUMINUM 11W MIN. THICK) TYPE 8.1 DIRECTLY INTO fez3000 PSI CONCRETE, 3' MIN. EDGE DIST. z 518"MIN. EDGE DISTANCE MIN 15 2017 TYPE B.2 DIRECTLY INTO W--2000 PSI CONCRETE BLOCK 3-11V MIN. EDGE DIST. STEEL: Fy = 36 NEI MIN. 14/4' MIN. EMBED ALUMINUM: 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) FLOMIak FAION 318'DASLEEVE ANCHOR BYWEJ-Ir PE #55923 TYPE CA DIRECTLY INTO fd=4000 PSI CONCRETE, 2-W8' MIN. EMBED TYPE G. WREANCHOR(Fy=6QKSI) MINAVLMG yWre IL 0.173 DA. STEEL WIRE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK TYPE Cw2 DIRECTLY INTO fxe=2000 PSI CONCRETE BLOCK, 1-1W MIN. EMBED 2-W MIN. EDGE DISTANCE (HEADERIJAMB TO BE GROUTED WITH 3000 PSI CONCRETE) NO ADIO-01 I MINI )AOE COUNTYI ANCHOR TYPE Ei 1� (4)}-20xz"MS %'' Or#14 x1"SMS SEE SHEET 3 FOR _ MIN. O TYPICAL ANCHOR MBEEMB (SEE ELEVATION �EMAANCHOR IVES SB453 SURFACE BOLT LOCK OPTION FOR SPACING AT EA. ANCHOR OR IVES FB458 FLUSH BOLT- (SEE SHEET 6) SEE SHEET1 w INACTIVE 15 ( I ACTIVE -_ 1 SHIM MAX, E e O 13 @f 3 2l� 14 SHIM SPACE EXTERIOR J M <- HINGE JAMB DETAIL MEETING STILE DETAIL x C LOCK OPTION #3. #9 OR#10 SHOWN D 8 EMAANCHOR SEE SHEET FOR ma AT EA. ANCHOR LOCK OPTION FULL LENGTH TYPICAL ANCHOR O (SEESHEET6)— s O o 1 ACTIVE STEEL BAR A-36 INACTIVE (SEE ELEVATION O; FOR SPACING 't5 ?Oyu SEE SHEET i) w 0 0 !'(! X. SHIM SPACE 3 EXTERIOR 4 HINGE JAMB DETAIL ^ MEETING STILE DETAIL D STRIKE PLATE l! LOCK OPTION # 4 SHOWN WITH (2)#12 SMS g EMA ANCHOR SEE SHEET 3 FOR w IT EA. ANCHOR (2) IVES SB 453 SURFACE MOUNT LOCKOPTION '( TYPICAL ANCHOR aj ACTIVE FLUSH BOLT (TOP (SEE SHEET 6) INACTIVE ...li'•�':1.•' (SEE ELEVATION O : f BBOTT.) FOR SPACING ( i C 7• SEE SHEET 5 =r }"x2 SLEEVE ANC EMBEDEDI+ INTO CONCRETE HC822 MULLION REMOVABLE MULLION WlREINFORCEMENT 114" SHIM HINGE JAMB DETAIL 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE EXTERIOR II a j AD10-01 6HCCf { OF 0 0 g Y ' - ©EMA ANCHOR jj B EMAANCHOR AT EA. ANCHOR SEE SHEET 3 FOR AT EA. ANCHOR } LOCK OPTION SEE SHEET 3 FOR 9 R « TYPICAL ANCHOR o m "VON gUPRIN" 9875 PANIC DEVICE --(SEE SHEET 6) TYPICAL ANCHOR (SEE ELEVATION !Op INACTIVE SURFACE ACTIVE (SEE ELEVATION MIN. FOR SPACING 0; j CVR-1 I VERTICAL R0157 FOR SPACING) \ MBEDMEN SEESHEET I) 0 1 12 MAN.: /QI — i O I -- I /� W 0�v W E BEDMEN 1 i `-"f"- - - * w o�i .2 K w q4om L. ( a i 1 ) II ( f % i 4 3 I. p O 0 IO SHIM SPACE 16. EXTERIOR I SHIM SPACE Z mn 3 HINGE JAMB ^ MEETING STILE DETAIL D--""- STRIKE JAMB DETAIL C DETAIL l! LOCK OPTION #6SHOWN G d ZF o NCHOR F' � D w 8 EMA ANCHOR SEE SHEET 3 FOR �TC SEE SHEET 3 FOR AT EA. ANCHOR TYPICAL ANCHOR III i TYPICAL ANCHOR MIN. "VON DUPRIN" 9875 PANIC DEVICE 1 (SEE ELEVATION ' MIN. = u y (SEE ELEVATION MBEDMEN ,{ SURFACE LOCK OPTION IVES SB 453 SURFACE FOR SPACING) MBEDMEN U' i �^ o FOR SPACING I �— VERTICAL RODS " Z - r(SEESHEET6) -MOUNT FLUSH BOLT _ SEE SHEET 1) 0 INACTIVE �/ ACTIVE i :ip \ :a 1 -0000 -oUv,omoo WWo ZoZ "Nm�c 114Vimr m 3 4 4 4 5 1/4" MAX. Ln SHIM SPACE 3 EXTERIOR y L 8 nn I SHIM SPACE HINGE JAMB ^ MEETING STILE DETAIL D. STRIKE JAMB DETAIL C y 0 <ia DETAIL lr LOCK OPTION#7 SHOWN C OB EMAANC'HOR SEE SHEET 3 FOR ©EMA ANCHOR p c SEE SHEET FOR AT EA ANCHOR i TYPICAL ANCHOR AT EA, ANCHOR o Q o°- TYPICAL ANCHOR "VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION ° MIN. w � ; SEE ELEVATION MIN. INACTIVE SEESHEET6) ACTIVE w ( MBEDMEN 1 Cam_, CVR L— FOR SPACING) MBEDME r JN FOR SPACING € f SEESHEETI) t f N N^ I h- — w' w _—. I I j-1 y fn Ern Q F F }_ 11 w W N O �1t a c9 z 0 Z 1 I '. i '' ( } I I CA U k 7 e 5 I i 1 I cpi w 0 W000' I e� 2 2U O o� OmU m va° MAX oo-m o w z 1/4'MAX. EXTERIOR I SHIM SPA E_, •.'v4p .; ,-l; z�1] wU SHIM SPACE HINGE JAMB t'+ MEETING STILE DETAIL D'�,-w�;G,,, DETAIL l"i LOCK OPTION # 8 SHOWN STRIKE JAMB DETAIL C ��Q FI.OWA REGISTM iMN L M=cr PE #.55861 mow..« N. a �,_ ; ? ,• .,� :L ^22 PEMK03]5 ASTRAGAL W/SPONGE NEOPRENE S �`� cumin m wsui nenr rnuwv ��1'ii1: \t 1`.\t\" \ 9flECI 5 oe e OPTION 1 ACTIVE LEAF: VON DUPRIN 9827EO SURFACE VERTICAL ROD WIN II229 STRIKE \ USING SIX09+QSmm 01 SCREWS AND SCREAND T40#14X25mm (1') MACHINE SCREWS SEALED WITH 'GE SILICONE IP -;;ES' S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (2)10 x 1-0M' TEKS SCREW. (2)14xl 1-I/B MS INACTIVE LEAF: VON DUPRIN 9827EO SURFACE VERTICAL ROD WITH 0229 STRIKE USING SIX# mm(11 MACHINE SCREWS AND TWO#14x25mm (11 MACHINE SCREWS SEALED WITH 'GESIUCONEIF 'IVES SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x IAW FH MS PEMKO 937SCR OVERLAPPING ASTRAGAL OPTION 2 ACTIVE LEAF: WON OUPRIW 99875 MORTISE EXIT WITH (2) BS2 x SIB- PH MS LOCATED 39-WV FROM BOTTOM INACTIVE LEAF: 'IVES' SN53 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x 1-114' PH MS PEMKO 4375CR OVERLAPPING ABffiAGAL OPTION 3 ACTIVE LEAF: 'SARGENT' MD SURFACE MOUNT MORTISE LOCK WITH HANDLE. WITH SURFACE MOUNT METALLIC DEA6BOLT. LOCATED 38' FROM BOTTOM WITH (2) 032 zi° FH MS INACTIVE LEAF: 6a 4" LONG 19 GA STRIKE BOX TO BE FASTENED BY (2)O1L24 SCREWS 'IVES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLTATTOPANDBOTTOM WITH(4)1N_zoxla PHMS SURFACE MOUNT METALLIC STRHKE PLATEATFRAME HEAD TO BE FASTENED WTRI (2) 010 x 1414' PH EMS OPTION 4 (RIM EXIT WITH MULLION, ACTIVE LEAF: PR C— ISH�C2100 RIM EXIT PANIC MECHANISM. SURFACE MOUNT LOCATED 41-314' FROM 80770M WITH BY 14) 10.20. 1-114- OH MS NUWON INACTIVE LEAF: 'PRECISION NC2100 RIM EXIT PANIC DEVICE SURFACE MOUNT LOCATED 41J V FROM BOTTOM WITH BY (4) IM42D x 1' FH MS REINFORCED MULLION: _ HL822 PRECISION HAROWAREREMOVABLEYARN (4)i 20x}' MS OR 914 x 1"SMS AT TOP. t x 2-k SLEEVE ANCHOR EMBEDDED 1-' INTO CONCRETE AT BOTTOM. LOCK OPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL CAN APPLY TQ SINGLE DOORS OPTION 5 ACTIVE LEAF: T_ECISIOW HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4)10 x IAM' FH SMS INACTIVE LEAF: 'PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WIRH'PREGSION PANIC DEVICE LOCATED 4P FROM BOTTOM WITH (4)1(1-24 x 1-114" ON MS OPTION 6 ACTIVE LEAF: 'PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWA POINT LOCKSYSTEM WITH'PRECISION PANIC DEVICE WITH (4)1024 x 1-1M'. LOCATED 39.1W FROM BOTTOM INACTIVE LEAF: PRECISION HC22M SURFACE VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH 'PRECISK3 W PANIC DEVICE WITH (4)1044 x 1.1/4.OH MS. LOCATED 3 IW FROM BOTTOM (2)SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2) IX20 FH MS OPTION 7 ACTIVE LEAF: 'PRECISION' HC3200 SURFACE VERTICAL ROD. (4) U44 x 1-1IT OH MS. LOCATED 3S44' FROM BOTTOM INACTIVE LEAF: 'NES S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED W4TH (4)12 x 1-1/4' FH MS OPTION 8 ACTIVE LEAF: NON OUPRIN BUT CONCEALED VERTICAL ROD VRTH PANIC DEVICE WITH (2)S-32x 3M- FH MS. LOCATED 39- 1'FROM BOTTOM INACTIVE LEAF: 'PRECISION HC28D0 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH DEVICE'MTH (4)10-24 x 1-114-. LOCATED 39-1X FROM BOTTOM DOOR EDGE CON5TRUCTI0N DOUBLE DOOR LHINGE. S: STEEL MORTISE HINGES 4 PER LEAF. ED AT 9-d`' MAX. FROM TOP OF DOOR TO ER LINE OF 1ST. HINGE. AND TO BE SPACED OT TO EXCEED 37-15/16' FROM CL TO CL OF TO BE FASTENED BY #12-24 x34° FLATHEAD NE SCREWS. SINGLE DOOR 3 AT 11-3/4" MAX. FROM TOP OF DOOR TO LINE OF 1ST. HINGE. AND TO BE SPACED TO EXCEED 25-5/18" MAX, FROM CL TO CL E. TO BE FASTENED BY #12-24 x}' D MACHINE SCREWS. OPTION-9°( " ACTIVE LEAF: _ VORMA" COO SURFACE MOUNTMETALLIC HANDLE AT 3910 \\\I' FROM BOTTOM WITH (2)IM-38 X 3A- PH MS AND (2) 08 X W8' FH MULTI THREAD SCREW. "DORMA" DENO SURFACE MOUNTMETALLIC DEAD BOLT AT45 la' FROM BOTTOM WITH (2)1/4120 X 15/8' PH MS; (2) 01052 X 2 3l3' PH MS AND (2)N X WB" FH MULTI THREAD SCREW. INACTIVE LEAF: 'NES PB45B FLUSH MOUNTMETAWC FLUSH BOLTS AT 12' AND 71' FROM BOTTOM Wl (4) 08 X 3R' FH MULTI THREAD SCREW. ONE FLUSH MOUNT METALLIC STRIKE PLATE AT 39 10 FROM BOTTOM WI (2) 010 X V FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATEAT 451/Y FROM BOTTOM W/(2)98 X 3l8' FH MULTI THREAD SCREW. OPTION 9 ACTIVE LEAF: TORMA COW SURFACE MOUNT METALLIC HANDLE AT 3910 FROM BOTTOM WITH (2) IM-36 X 310' PH MSAND (2) N X 31V FH MULTI THREAD SCREW. TORMA' D8660 SURFACE MOUNT METALLIC DEAD BOLT AT 451? FROM BOTTOM WITH (2)1/4'QO X I Wr FH MS: (2) M052 X 2 XV PH MS AND (2)t8 X 3/0' FH MULTITHREAD SCREW. INACTIVE LEAF: ONE FLUSH MOUNT METALLIC STRIKE PLATEAT39 UT FROM BOTTOM W (2)910X1'FHSMSANDONE FLUSH MOUNTMETALLIC STRIKE PLATE AT 45 12" FROM BOTTOM W (2)98 X 3/8' PH MULTI THREAD SCREW. 'NEB' S9453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x 1-I W PH MS PROBDCFREVISBD pmplMI#Ik RwW BWIp c� A•¢01n4r N• 1 -ONO •OJ Lx�l•0H•• D.Ie NOV 15 2[ YIPWG WPNC•:P. FLORIDA REGISTRA PE AS5,9BB]] C:kN.%'28877 In Le 13 gg® WT e 1D NF••� N'1•"• u O E 0 o a z WV' ADIO-01 SKEET or e IE A x z m m r 2 m m 0 �! m �! z� 2a" ow am o A mm $O mx O~ N Fq p$ Pa O .. m � ................. v Z O $ !_..__.__�__/ :........ _...._.::.:.... 13 OT A 0 O n m 6 2 .O mX zi A v O 0 \ mo o's -- — ple 1 \ m z �\ 0 \ m 1 ll \ v,/ tyz o asYm' B R I$ yl$ - O W n m r D m a _ h mo a m� �m Is m$ $g m , A z y O z ti c la k m TN O m °z �.�.: ~m m o to —\1'- X $ T gg 2T 6 +Vr .m �b8 GENSTORM OUTSW ING STEEL DOOR SYSTEM - LMI n eensteelDoors ww.gensteeldoors.com 'o laT aS 2 m m f m z T O m $ m 0\a 5V4" m m O m �r my> ju mz 3 cm 2yz FA O~ m m z m m A o �� z m m -1 O 9 ZZ D MCY ENGINEERING, INC. OLA21N0 CONSULTANTS 11 SW 124 AVE. STE 205A P. 305. XL m M133 F: 786. n �v¢roxs 0®CAt<'1'tON .18 P&t BCCO 2016 PBC � z61, ree BILL OF MATERIALS 0 ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS I STEEL OR ST/ST AS REDD. FRAME HEAD/JAMB (5-k x 2'> 18 GA. (0.048MIN.) Fu= 48KSI MIN. 2 PKK2051 ALUM. I THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL OR ST/ST AS REQ0, D13OR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN, 4 DR1010 STEEL AS REOD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 AS REQD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 STEEL AS REDD. 2-fl' x 4- 12 GA, STEEL REINFORCEMENT GENSTEEL 7 HC822 ALUM AS REOD, REMOVABLE MULLION PRECISION HARDWARE L) A FA3010 STEEL AS REDD. EMA ANCH13R GENSTEEL 9 SB453 AS REOD. SURFACE BOLT IVES SB453 M 10 FR1200 STEEL AS REDD. I -I' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL lu� 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (I-hf X I-J' x 4-j' LG) GENSTEEL 1p HR2000 STEEL 4 PER LEAF HINGE DUSTBOX GENSTEEL 13 HRIO30 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL z 14 DR1700 STEEL AS REOD. MORTISE LUCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REDD. ASA STRIKE BOX REINFORCEMENT GENSTEEL Z 16 179-454 STEEL 4 PER LEAF DUREX, HAGER #179-454-15 HINGE STANLEY 17 FA3030 STEEL AS REQD. MASONRY WIRE ANCHOR 0,173 DIA. FY=60 ksl w z w STEEL AS REDD. 20GA. DUST3OX GENSTEEL 0 Z u 9 PMK2005AT -0 ALUM. 1 THRESHOLD OPTION PEMKO Ll 0 20 --am ALUM. I PER LEAF DOOR SWEEP - UNIQUE z - 21 AS1080 STEEL I IOGA 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS e 12' O.C. GENSTEEL w 22 375CR ALUM. I ASTRAGAL WITH SPONGE NEOPRENE W1 #6 xl' TEK SCREWS R 6' O.C. PEMKO 37SCR 23 PMKI77A ALUM. I THRESHOLD PEMKU 24 VINYL. I VINYL CAP a, 25 FRIIOOM STEEL AS REGO. STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS REOD. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DClCOO & DRICOO STEEL AS REOD. CLOSER BOX REINFORCEMENT GENS7EEL 28 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 STEEL AS REDD. 1 2- x 4 1/2' 10 UA, REINFORCEMENT GENSTEEL 30 STEEL AS REDD, 2- x 6 3/4' 10 GA. REINFORCE ENT GENSTEEL t 31 HONEYCOMB AS REDD. 11 GENSTEEL q 09 &.O�FORWSSM 2; �a MR VMM. z k F�C FAC� to, 0 L9 0 w z wssas FLOWDk�'REGISIAXTJON 1: PE #559H L Nan am CORNER FRAME CONSTRUCTION 07 Z� AD10-01 WMI ��E COUN� a Improvement r Hardware Door Hardware & Locks Door Viewers TOGU TG2814YG-AB Brass UL Listed 220- degree oor Viewer wit eavy Macy Cover for 1-31W to 2-1/6" Doors, Antique Bronze Finish byTogu _* 321 customer reviews 129 answered questions for °peep hole" Click image to open expanded view Price: $7.99 & FREE Shipping Get $60 off instantly. Pay $0.00 upon approval for the Amazon.com Store Card. Color Name: Antique Bronze $8.99 t $9.99 • 1. High quallty optical lens with 220-degree visual angel offers a crystal clear view with an extraordinary wide angle coverage. You can easily view the entire surrounding area from the top of the head to the feet of someone standing outside. It offers the highest quality secudty for you and your family. • 2. Durable Sold Brass metal with super simple Installation. Suitable for 1-3/80 to 2-116" thick doors, simply drill a suitably positioned 9/16" diameter hate, insert the viewer into the hole then screw the two see through the viewer Into your horn I the highest level of privacy for your • 4. Fast Deliverywith FIVE YEAR REPLACEMENT WARRANTY, if you are not 100% satisfied with this Door viewer, we will replace itwith a brand new one for you for a period of up to 5 years! • S.This top quality door viewer is currently on a special promotion, giving you security and privacy at a great > See more product details Compare with similar items New (2) from $7.99 & FREE shipping. q Report incorrect product information. Tools, DIY & Vard Home Gift Guide- sh*p r KUtN�' '�4A'v Product des Color Name:Antique Bronze )rand. TOGU MaterlahSolld Brass FintshAntique Bronze Angle of view., 220 degrees Top Dianteter-1-1/10 Inches (28mm) Brass pipe Diameter.519 lnches(14mm) Applicable DoorThickness: 1-3180 to 2-1/64CSSmm-55mm) Y. Have back cover G.- 4 layers Optical Glass Lenses Package included: Ix Door Viewer Warranty Description : Limited Lifetime Replacement Warranty N*te:Wj also offer High Speed Steel Drill Bit for this door viewerif you need to purchase it please kindly search for the ASIN:B01 K4SOSFI TOGU TG2814YCvSS brass door viewer has a 220-degree viewing range, and finishes of Satin Nickel, Satin Chrome, Polished Chrome, Antique Bronze, Antique Copper, PVD Gold, Brushed Gold, Polished Black Nickel, Plating ORB Black and Classicism Black are available. The viewer meets American National Standards Institute (ANSI) A156.16 specifications and Is UL fire rated for up to 1-1/2 hours. it can be Installed In a 9/16" diameter hole In doors 1-3/8" to 2-1/60(35mm-55mm) thick. Door viewers, also called peephales� consist of a leas and cylinder which is Inserted Into a door, allowing a view outside. The amount of visibility is determined by the degree of the tens, the higher the number, the greater the visibility. TOGU door viewers all consist 4 layers of optical tens, i vhIch offer you a 220-degree viewing range and crystal clear view, TOGU Hardware Company Provides high quality and reasonable price household door hardware, kitchen hardware and bathroom hardware, we sincerely hope that we could have the honor to contribute ail our Intelligence and effort to work together with you to make your home comfortable, safe, relax and artistic. Product Information Color NameAntique Bramee Tec;rIcal Details FBA—T02614YG-AS 0.0 ounces 1.3 x 1.3 x 2.3 Inches Deluxe Antique Bronze Traditional Antique Bron2o Copper Meets ANSI A156.16 specifications and Is UL.fire rated for up to 1-1/2 hours No Additional Information B80WUBWMOE ***** � 321 customer reviews 4.3 out of 5 stars #14,329 In Toole & Home Improvement (See top 100) #1 In Tools & Home Improvement> Hardwrare > Door Harclware & Locks � Door Viewers 0.8 ounws (View shipping ralas and policies) AprII29,2015 Feedback if you are a seller for this produc4 would you like to suggest updates through seller support? Would you like to tell us about a lower price? I I &Hand Tools � Power Tool Parts& Accessories i Power Drift Parts& Accessories � Drill Bits) Twist Drill Bits) Jobber Drill Bits I Roll over Image to zoom In sently bought together Total price. $13.98 + FMOM-6515W Togu DB-02 S/W1 (16mm) High Speed Steel Drill Bit byTogu 30 customer reviews for'peep hote drill bit' Price. $5,99 & FREE Shipping Get $60 off Instantly- Pay $0.00 upon approval for the Arnazon.com Store Card. I.Cutting edge is made of Top-cless HSS (High Speed Steel). 2:rhrough special heat treatment, the cutting edge Is sharp with high Intensl 3.Good cutting effect o0vierrous and non-ferrous metals, be able to process stainless steel plates below 3mm 4-Applicable to To u Door Viewers whose brass pipe diameters are 91IF(Umm) and 5/80(16mm) such as TG-2614 NG/YG series, TG-2814 NG/YG series, TG-301 6 NG/YG and TG 1612-3016 series. 5.High precision, stable cutting, strong shock resistance, See more product details Compare with similar Items New (2) from $5.99 & FREE shipping. q Report Incorrect product information. Practicist Gifts kime GiftGuide his item:Togu DB02 5/8" (1 6mm) High Speed Stpel Drill Bit $5.99 3U TG2614YG-SN Brass UL Listed 220-degree Door Viewer with Heavy Duty PrivacyCoverfor 1-3/8Nto... $7.99 sared nroducft related to this Item I EXISTING MASONRY ANCHOR (EMA) INTO CONCRETE WALL OR CIVIIJ X IV MAX 61LL DETAIL 7 go MIN. EMBEDMENT APMX. No 40. .. 3' X7' OPENING AMOX. EQUAL MAX, 5.125* MIN. 3.121r MIN. Em 7. EDGE DISTANCE I DISTANCE L125" MIN. 3.19TSMIN. sm DISTANCE DISTANCE MIN. 2000POI GROUT FILLED SHIM SPACE (C-90) Cmu 1/4- MAX /MIN. 30ODPOI CONCRETE BLOCK WALL IWICAL -vi-W WITH 2w IN. 00.375" V47H 2' MIN. EMBEDMENT EMBEDMENT P p POWERS POWER SOLT. - BmmT, POWMm 8 POWERS LOX BOLT AS, OR HILM HLC—FP HIL71 HLO—FPH SLEEVE ANCHOR, OR SLEEVE ANCHORR# IN M R U SIMPSON STRONG ME SLEEVE ALL ANCHOR IN CONCRETE 3/8 DIA. N 0000 LOCK —IN EMA—Ll ANCHOR WELD —IN SILL 0.m.mko 2005AT IS wall, The GenStorm Series is designed and built to resist the impact forces resulting from excessive windstorms in High Velocity Hurricane Zones. This Series complies with the rigid and strict criteria outlined in TAS 201 TAS 202, and TAS 203 test standards. Doors are 11/4in. (45 mm) thick and are available in 16,18, and 20 gauge galvannealed steel. General Specifications • Door faces are flush and free of any joints, welds or seams. • Longitudinal door edges are interlocked With mechanical seam and reinforced with epoxy adhesive (seamless edge optional). • Door edges are beveled 1/80 (3 mm) in 2" (50 mm). • Door hinge reinforcements are prepared for standard weight 4 Y20 x 4 Yz " (114 mm x 114 mm) hinges which can easily be converted to accommodate heavyweight hinges. I Standard Lock Preparations 161 cylindrical lock assembly reinforcement with added barrel support projection welded to door edge, in accordance with ANSI Al 15.2 requirements. 8� edge mortise lock preparation reinforcement box with integrated lock support In accordance with ANSI All 5.1 requirements. Rim panic reinforcement box for surface mounted exit device application. Available Cores 1,10A.11,12-022335 (±SOPSF) NOA#12-0223.32 (±65PSF) NOAN11-09DI.02 (i65PSF) 11 El El NOA#11-Mi.02 (±65PSF) For complete NOA details and specifications, contact our head office. NOA#11-0907.01 (±45SPSF) a I'M ��V-Oxa-� aseance, NOA#12-02B33 (180PSF) NOA#12-0223.31 (iBOPSF) A coay of each NOA can also be obtained an Miarni Dad. Count,'sWebefte.nder ProductAMmal. & a result of Gersteers ongoing ques, for improvement technical specifications are subjecit to change without notice sensteelmoors I G-10 WARRANTY a] www.gensteeldoors.cont Gensteel doors come with an unrivalled Head Office & Manufacuring Plant 10-year warranty against delarrination. 4950 Hickmore, St. Laurent Quebec, Canada HAIT IK6 Toll free. 1-866-GENSTEEL (436-7833) Telephone: (514) 733-3562 Fax: (514) 733-1932 Manufacturing Plant: Cornwall, Ontario Traci ... Acs of Gemt.al D. U.S. Manufacturing Plant Plattsburgh, NY I AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 - METHOD I OPTION D FL 21382 Dat6:10/19/2016 Detailed Product Description: Manufacturer: GENSTEEL DOORS, INC. Manufacturer Address: 4950 HICKMORE. ST LAURENT QUEBEC, CANADA. H4TIK6. Model Name: SERIES 'G ENSTORM' FLUSH 4888 OUTSWING OPAQUE STEEL ENTRANCE DOOR Maximum Frame Width: 52"(X). 99-7/8"(XX) Maximum Frame Height: 99"(X, XX), 136"(O/X. O/XX) Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W16-17 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads and anchor type. Comparative analysis used _Yes X No Mandatory Tests (Tested in accordance with AAMA 101/i.S.2/NAFS-02/TAS-202) 01 .00 F�" T 1 9=1 h 4 1111� h WN EN a Ilk, 241 It IV i iN 1411 I m, ASTM E283 Air Infiltration Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE Leakage Labjnc 10/14/2010 FTL-6346 Jorge Causo, PE 03/04/2016 FTL-8743 Idalmis Ortega, PE 12/18/2013 FTL-7224 Idalmis Ortega, PE ASTM E331 Water Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE OR ASTM 547 Penetration Lab, Inc 10/14/2010 FTL-6346 Jorge Causo, PE TAS 202 03/04/2016 FTL-8743 Idalmis Ortega, PE 12/18/2013 FTL-7224 Idalmls Ortega, PE ASTM E330 Uniform Static Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE & TAS 202 Air Press. Lab, Inc 09/14/2009 FTL-5898 Julio E. Gonzalez, PE 63/04/2016 FTL-8743 Idalmis Ortega, PE 12/19/2013 FTL-7224 Idalmis Ortega, AAMA 1304 Forced Entry Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE Lab, Inc 03/04/2016 FTL-8743 Idalmis Ortega, PE 12/18/2013 FTL-7224 Idalmis Ortega, PE 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooci@alceng!com I Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) MY WOW W FBC 1626.2 Large Missile Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE (TAS 201 & Impact & Lab, Inc 09/14/2009 FTL-5898 Julio E. Gonzalez, PE 203) Cyclic 03/04/2016 FTL-8743 Idalmis Ortega, PE 12/18/2013 FTL-7224 Idalmis Ortega, PE Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: N 70 9 Javad Ahmad PE # 70592 ... ........ 10121/16 AI-Farooq Corporation EB # 3538 ealed S�%%'Gerlsteel Dooti rlusMOS OpaquE Stecl (P011 - NOAkRorida Apprwal Vp1qad',Ge�11wM Opaque 05 Reel Door (LM i )-PAE 2014.rRx 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I affarooci(@afceng.com Floriaa Building Code Online 5/9/18, 5:29 AM BCIS Home Log In User Registration Not Topicai Submit Surcharge Stans & Facts Publications FBC staff BCIS Sim map Links Search � FMda d Product Approval d r * USER: Public User Product Approval Menu > Product or Appi cation Search > Application List > Application Detall FL # FL 44 _R13 Application Type ReS Sl :n Code Version 2017 Status LA vd pprojApplication Comments Archived Product Manufacturer <�,Ce7rtal'n'Teecl CorpP�UmbI-Roofmg Address/Phone/Email 20 Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Emall 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Rool ng S alt Subcategory LA ph Shingl: 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) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C) Evaluation Report - Hardcopy Received Robert Niernmen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE L7_i Validation Checklist - Handcopy Received FL544 R13 COI 2018—U—COI NIEMINFN.Pdf Standard year ASTM D3161 2016i ASTM D3462 2010 https:llfloridabuilding.org/pr/p�_app_dtl.aspx?param=wGEVXQwtDqtahlg07CSsoycOrl2SCcpCHZIeBqwTPdZ3UO%2fWg2NQoQ%3d%3d Page 1 of 2 FiqTicla Building Code Online ASTM D7158 2011 2116/18, 9: 54 Al Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 Model, Number or Name Description - �1 'kjg&jr�ta1nTeec1 Asphalt Roof Shingles S) 3-tab, 4-tab, strip (no -cut-outs), laminated and rc�hfllectura asphalt roof shingles E fhnits oi Use Installation Instructions Approved for use in HVHZ: No FL5444 R12 11 201 09 FINAL ER CERTAINTEED ASPLIALT SHINGLES FL5444-RI2 j2d Approved for use outsideFHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen, PE PE-S9166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 Q9 EIUU_M CERTAINTEED ASPHA SHINGLES EL2A4L-_R12.Pdf Created by Independent Third Party; Yes EE K�l Contact Us :: 2601 6lair Stone Road Tallahassee FIL 32399 Phone, 850-407-1524 The SWM of Flon-Wa Is an AA/EEO employer. Conyd In 2007-2013 State of Florida, :: privacy Statement :: accessibility Statement :t Under Florlda law, email addresses are public records. If you do not want your e-mail address released in response to a public-mcords request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Punsuant to section 455.275(1), Florida statutes, effective Cdolper 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthey have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish on supply a personal address, please provide Me Department win an email address which can be made available to We public. To determine if you am a licensee undu Chaip� 455, F.S., please click jt�. Product Approval Accepts: P07 NO Credit Card https://floridabuilding.org/pr/pr_app_dti.aspx?param=wG EVXQwtDqtahlg07CSsoycOrt28CcpCm5l9JS30sk4 S7sliNd I wNg%3d%3d Page 2 of, \J; TRINITY I ERD I EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD,CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-RI2 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 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 on a III olume. The products described herein have b2en evaluated for coTpliance with th 6 th Edition (2017) Fil rida Building Code ecti6ns noted herein. DMCRIPnONJ'CertainTeed Asphalt Roof O-F LABELING: Labeling shall be in acc d—ance with the requirements of the Accredited Quality Assurance Agency noted herein and FEIC 1507.2.7.1 / R905.2.6.1 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. Trinityl ERD 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 "TrinitylERD 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 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Regi5tration No. 59166, Florida DGI ANE1983 Me facilinfle seal ap"aring was authosized by Rabeit Nionninan, P.E.on09105/2017. Mis does not selve as an elanain�lcally 1,ned d..nwnt. CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD 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. Trinity[ ERD 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 NlemInen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD 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. ERD TRINITY I ROOFING SYSTEms EVALUATION: 1. SCOPE' Product Category: Roofing Sub -Category: AsphaltShingles Compliance Statement: CertaInTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6dA Edition (2017) Florida Building Code and 6'h Edition (2017) Florida Building Code, Residential Volume 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTIVI D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Eafty Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 17401 ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 17401 ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM 03161 OSNK16778 05/12/2005 'LIL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL [TST 1740) ASTIVI D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 LIL (TST 1740) ASTM D7158 05NK08037 06/28/2006 LIL [TST 4740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTIVI D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTIVI D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 96281 ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTIVI D3161,D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTIVI D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7159 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL ULC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTIVI D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 96281 ASTM 03161 4787380357 11/09/2016 LIL LLC (TST 96281 ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.0-1113 Certificate clAuthadration #9503 6'" EDITION (2017) FBC NONHVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) GSI-5847 Revision 13: 09/05/2017 Page 2 of 12 .'J TRINI-ff ERD 4. PRODUCT DESCRIPTION: 4.1 CT20"', X17" 25, XT� 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmonte, Belmonto IR, Carriage House ShangleO, Grand Manor Shanglea', Landmark'm, Landmarklm IR, Landmarklm Pro, Landmarkl� Premium, Landmark� TL, Landmark'm Solaris and Landmarklm Solarls IR are flberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGaten' is a fiberglass reinforced, laminated, SEIS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TLT" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras�, Highland Slate'm and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriotlm is a Ifiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'm, Cedar CrestT", Cedar CrestT" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials __,,.��I�ecLo�y for fire ratings of this product. A" shingles n 0 ted he rein a,,e Cassifie ' in a ccorda D3 16 1� Cla ss F andlo r ASTM D7 15 Class H ' ind I up to 150 in p It (V.Jt 194 in ph) Re fer to rating 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones UP to Vmd = 150 mph (Vvl, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (R,) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Salads") exceeds the calculated uplift force (FT) at a maximum design wind speed Of VW = 150 mph [Vvh = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimurn requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certiflocote of Autharizatioa #9503 6' EDI NON (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof shingles: (6101651-5847 Revision 13: 09/05/2017 Page 3 of 1Z STEEP SLOPE Jlse six oilits and fourspois of asIllialt rooting cement for everyflill fi-m—ArmiFTtiIiingle. See belom Elilmli-r—ooling cement sbould meet ASTNI D4586 Type 11. A �pjlly I" Spots of asphalt roofing cement unde mich corner and :it about 12" to 13* in From, eacl, edge. METRIC DIMENSIONS —143/4" 1 Ir-1 �—(30151m—nll 1 (375. mm) 1 (305 mm) LANDWRK It 1" (25 n -.-,j TRINITY! ERD i figure 13 -5: Use * n elk andfo ur spots q)'� wphdt mfing tkiment on sleep SA�A� (25 mm) �25 mm floolinig Cement A N e: STEEP i? 14-11W 12" SLOPE --1306 npnn)�j (375 qhaqj�j —(305 onn)—j NAILING AREA I 1, 1"(25 Rim) war 1'(25 rrrri)� ! Ines. 0. 00 Ing ment Nalliagaress for steep slopes (greater than 21:12) end "Storni-NaIlIng" Nail between lower 2 nall lines as shown above. 6.8.1 Hip & Ridge for Landmark'". LandmarkTm IR LandmarkTM Pro, Landinnarlirm Premium, Lancirnarkry TL, Landmark'" Solaris. Landmark'" Solaris 1R. NorthGate. 6.8.1.1 Option 1: Shadow Ridge� or NothGate Accessory 12' 97%, �250rmi— r4l5/lG'!l 4 15 11 1� a, (1 SM (125m,111 ii?$mm) r(150mm) 1 (150mmi 1 Note i h for Note hfor Centering Centering 12' 13114' -X -T (305mm) T (337mm) NotchesforAlIgnmertto T 1016,11olAllinurmat-to 75/S' Lthe Top Edge of the Pre. (Itiomm) thelop Edge of the Pmbus (195.m) GapforS"(125m) FjKpW L Cap for5518'(141mm) Erposwe English Dimension WFICUmension Shadow Ridge'" Shadow Ridge'" V mm) Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-RI3 Ccalficate of A.th.lkwi.. #9503 6'" EDITION (2017) F13C NON-HVHZ EVALUATION FL5444-RI2 CenainTeed Asphait Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 1Z 9 4 1,5n 6' 1125 ltrft) Coma M Notch W/4- (33r MM) =P n4gA at (154 Rtm) PrIvious out" NorthGate Ridge I T I TRINITY i ERD Can lering Notch (337 mmi V, �Afgn khese' "o, notches to top edge (194 mm) P lous .01urse. � I T NorthGate Accessory q0tch Figure IJ-20., Use ZVMg noinbos to cefflersbinglex on Lips and fqw, Md to locale lbe Mt.ma deposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NPI"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CreStT", Cedar Crest'� IR hip and ridge shingles. Exterior Research and Design, U.C. Cenirlout. f A.th.,izntl.� #9503 6'" EDITION Q017) FOC NOI4-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444-RIZ Revision 13: 09/05/2017 Page 9 of 12 Florida Building Code Online 519118, 3:41 AM W, BCIS Home Log In User Registration Hat Topics Submit Surcharge suts & Facts; Publications FBC Staff acts Site Map Ll.ks Search lidal Product Approval P r * USER: Public User Product Aamoval Mem, > Product Q, Application SeaKh > AzOlkatiOn List > Application Detail FL # FL11968-R4 Application Type Revision Code V�rslon 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C-;' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. r�� Validation Checklist - Hardcopy Received Certificate of Independence FL1 1968 R4 Q0 EASTERN METAL SUPPLY, INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE, PDF FL11968 R4 CO EASTERN METAL SUPPLY INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF ELI 196 _R4 COI EASTERN ME-rAL SUPPI Y, INC, DRAWING 17-096 CERTIFICATION QF INOEPENDENCE.PDF FLI 196 R4 COI EASTERN MEFAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf https:llfloridabuilding.org/pr/pr-app-dtl.aspx?param=WGEVXQWtDqsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg�/�3d�/�3d Page 1 of 3 Florida Building Code Online 5/9118, 3:41 AM Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FLI 1968 R4 E uly EASTERN METAL SUPPLY. INC. DRAWING 17- D9.5—LETTER EQUIVALENCE BETWEEN STD 12-99 AND ASTM E-1996.PDF FL11968 114—EQUIV EASTERN METAL SUPPLY. INC._DRAWING 17- 098 LETTER OF E UIVALENCE SSTQ 12-99 AND ASTM E-1996.PDF FL11968 R4 E uIv EASTERN METAL SUPPLY, INC DRAWING 17- 096 LETTER EQUIVALENCE BFn-WEEN STQ 12-99 AND ASTM E-1996.PDF FL1 1968 R4 Enuiv EASTERN METAL SLIPPLY2c INC, DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.01 Method 1 Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 Summary of Products I FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVIHIZ: No FL1196 —R4 11 EASTERN METAL SUPPLY2c INC, DRAWING 17-09 0.040 BERTHA ALUMINUM STORM PANEL.12d Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant; Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span Is 12'-0" for +25, -25 p.s.f. Evaluation Reports and 4'-0" for + 125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, FL1196 JL4 AE EASTERN METAL SUPPLY2c INC, DRAWING 9 and 11. See sheet 10 of Installation drawing for other spans 17-09 —PRODUCT EVALUATION REPORTpd and pressures. Valid only for wind zones 1,2 & 3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVIHIZ: No FL11968 R4 I EASTERN METAL SUPPLY. INC, DRAWING 17- 096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Approved for use outside HVHZ: Yes Impact Resistant; Yes Verified By: American Test Lab of South Florida Inc.. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span Is 12'-Il" for +30, -30 p.s.f. Evaluation Reports and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. FL1 1968 P�4 AE EASTERN METAL SUPP Y_ INC, DRAWING See sheet 5 of installation drawing for other spans and 17-096 PRODUCT OF EVALUATION REPORT.PD pressures. Valid only for wind zones 1,2 & 3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVHZ - Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ: No F11 1968 R4 11 EASTERN METAL SUPPLY, INC, DRAWING 17- 095 24 GAGE GALVANIZE BERTHA STEEL STORM PANEL,PDE Approved for use outside HVIHIZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. https:llfloridabuilding.orglprip�_app_dtl.aspx?param=wGEVXQwtDqsxYleb4opODf7EcLXlecJx4yFEEIBfMCsutultDWU4Tg%3d%3d Page 2 of 3 Flcurl�a Building Code Online 519118, 3:41 AM Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span Is 9'-8" for +30, -40 p.s.f. Evaluation Reports and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" FL1196 R4 6-E-EASTERN METAL SUPPLY, INC. DRAWING header. See sheet 4 of installation drawing for other spans and 17-09 _PRODUCT EVALUATION REPORTPDF preSSLres.Valid only for wind zones 1,2 & 3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels retained or not by I Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVIHZ: No FLI 1968 R4 IT EASTERN METAL SUPPLY- INC, I)RAWING 17- 098 CLEAR BERTHA STORM PANEL 2.25.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max/ span Is 10'-0" for +28, -28 p.s.f. Evaluation Reports A.S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. See FL11968 114 AE FASTFRN METAL SUPPLY, INC. DRAWING sheet 3 of Installation drawings for other spans and pressures. 17-09 - PRODUCT OF EVALUA77ON REPORT, PDF Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Created by Independent Third Party: Yes Fu---kl FN7-t Contact Us :: 2601 WaIr Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State, of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flocida. :: Privacy Statemen :: Accessibility Statemen :: Refund Statement Under Florida law, email addresses am public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entry. Instead, contact Me offloe by phone or by vaditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a I email address If they have one. The emalls provided may be used for official communloAlon with the licensee. However email addresses are public record. If you do net wish W s upply a personal address, please provide the Depa roment with an email address which can be made available to the public. To determine If you am a licensee under Chapter 455, F.S., please cilck here . product Approval Acceptun rM in FG-01 OR a https:flfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsxYleb4opODf7EcLXlecJx4yFEE[8fMCsutultDWU4Tg`/`3d%3d Page 3 of 3 NEW I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, FA 19355 (610) 651-5847 Evaluation Report 3532.09.05-RI4 FL5444-RI3 Date of Issuance: 09/22/2005 Revision 14: 01/24/2018 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6d, Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.Z.7.1 / R905.2.6.1 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. of any changes to the producL(s), the Quality Assurance or the production facility location(s). NEIVIO[etc. 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 "NEMOjetc. 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 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The faalmlle seal appearing was authorized by Robert Nienninen, P.E. on 01/2412018. This does not some as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. 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 I etc. 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. 5. This is a building code evaluation. Neither NEMOletc. 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. ON EMO I eft. ROOFING SYSTEMs EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6'h Edition (2017) Florida Building Code and 61h Edition (2017) Florida Building Code, Residential Volume 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTIM D7158 2011 3. REFERENCES: Eafty Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTIVI D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 U L (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 U L (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTIVI D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTIVI D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & 63462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 LIL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 rJL LLC (TST 9628) ASTM D3161,03462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4797380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9629) ASTIVI D3161, D3462 & D7158 4787586427 01/25/2017 LIL LLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 LIL LLC (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Cerrificote OfAuthorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page Z of 2:3 ONEM01 etc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CI`20�, X" 25, XT� 30 and XT� 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 ArcadiaTM, BelmontO, BelmontO III, Carriage House ShangleO, Grand Manor ShangleO, Landmark, Landmarklm IR, Landmark� Pro, Landmarkvm Premium, Landmarkn" TL, Lanclmark'� Solaris and Landmark'" Solarls IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate� is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake�, Presidential Shake TM IR, Presidential Shake TLTm and Presidential SolarisTm are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 HatteraSTm, Highland Slate TM and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 PatrIOtTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip & Ridge Shingles 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Rlclge�, Shadow Ridgem, Cedar Crest�, Cedar Crest� IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwlftStartO Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEIVIOletc. 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 within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. ..5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Va,d = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance *with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP I adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones UP to V.,d = 150 mph (Vul, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Swift5tart8 Starter Shingle has been evaluated in accordance with ASTIVI D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 3532.09.05-RI4 Certificate of Authorization #32455 6'" EDITION (2.017) FBC NON-HVHZ EVALUATION FILS444-1113 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 14: 01/24/2018 Page 3 of 13 ONEMO I etc. 5.4.4.1 Analysis in accordance with ASTIVI D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solarisn") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 Mph (Vult = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shal(take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 611320-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locall� Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertaInTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertaInTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 SWIFTSTARTO STARTER SHINGLE: Fastening: Use four nailsi located as shown below 004 . ...... .... NEMO ETC, ULC Evaluation Report 3532.139.05-1114 Gertificane of Authorization, #32455 6 1H EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI3 CertainTeed Asphalt Roof Shingles; (610) 6SI-5847 Revision 14: DI/Z4/2018 Page 4 of 13 . 6.5.1 6.5.1.1 ENGLIM 411 a, VIA" T q&.00,of4d"s AW& tNw": ,V611TWi4egled, Hip & Ridge for Cr2O'm, XT� 25, XTI� 30, Xrm 30 IR: Cut Shingles S 4,41a S&Z ' — T 54.ie Ti�:97* ON EMO I etc. Ap. 0 For ASTM D3161, Class F performance use BASF "SonolasticO NPJT4" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE Use SIX nails for every full shingte located as shown below. Figure 2: Use six nafisfor even-jullsbingle. Use SIX nails and FOUR spots of asphalt rooling centent for every full shingle as shown below. Apply asphalt roofing centent 1"(25 mat) from edge of shIngle. Asphalt roofing centent ineeting ASTM D 4586 Type 11 is suggested. Figure 3: 115re six nalboadfours1was (if arphalt Mfing COMM an Steep slopus. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Gertipcote of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 14: 01/24/2018 Page 5 of 13 NEM01 etc. 6.6.1 Hip & Ridge for Arcadiam: Cedar Crestm, Cedar Crest� IR Use two (2), minimum N-Inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuringminimum Y4-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM C13161, Class F performance use BASF "Sonolastic" N PJTM11 adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -sea[ Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line Y to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP I or PL adhesive between the shingle layers. Low and Standard Slope (2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. wrwpi R M F& 0 Additional nails grapizi -h T sw (is Hand -sealing adfiesive W-2 Steep Slope (greater than 21:12): Use SEVEN naJits and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement I" (25mm) from edge of shingle. See below- Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. r "' cps MI) \-R1fiQr11,t ...... .. ... NEMO ETC, Uc Evaluation Report 3532M.05-RM CertWmte of Authorization #32455 6M EDITION (2017) FEIC NON-HVHZ EVALUATION FL5444-R13 CertaInTeed Asphalt Roof Shingles; (610) 651-SO47 Revision 14: 02/Z4/2018 Page 6 of 23 6.7.1 6.7.1.1 6.7.1.2 6.7.1.3 6.9.1 -ONEMOletc. Hip & Ridge for BelmontO or BelmontO IR: Option 1: For Belmont", refer to instructions herein for Cedar CrestTm or Cedar Crest� IR hip and ridge shingles. For BelmontO IR, refer to instructions herein for Cedar Cresr" IR hip and ridge shingles. Option 2: For Belmont"': ShangleO Ridge 17- a losta'Wott q PlgnklZ*Shan�le'114ge. For ASTM D3161, Class F performance use BASF "SonolasticO NPJT"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. ��PWAWD . - Oklm ftsdsI& evtq run shangle, 61eseroo Wood I - hme3spliiisl ottistifiA moring; hit[ Golad 1&flor Slddgl�- Xgot*"nills hndAr&spoIS4A6Wi,, Slato. APp1V;tSPJikrvQfiP9;eMq4ij3' (25 MM) Intat edgaotilliI1,4 Vfpl�� I 1 4 is SPA89$141 Hip & Ridge for Carriage House ShangleO and Grand Manor Shangle: Refer to instructions herein for ShangleO Ridge hip and ridge shingles NEMO ETC, LUZ Evaluation Report 3532.09.05-RI4 certificate of Authorization #32455 (in' EDITION (2017) FOC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 14: 01/24/2018 Page 7 of 13 a NorthGate: *1011 'JINOP� 4� -n Mill I I I - M Mpg wmfsrlwwddw*W sbp4s (fiwn 2:12 to 21:M 141 boMm upM& bw L� u shm abm LANDMARKIL . n I ihul� 4'j,111fijI 1 &$ . �910 I ShOld, 4arpq tw- 0% - A . P-11004i - , fi ed",� �y5de N EMO I etc. I Aiwa 75-15, 104fiwlslokof mnen"o", swp--10�m NEIVIO ETC, U-C Ceffiftcate ofAuthortzation #32455 e EDITION (2017) FBC NON-FfVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5947 Evaluation Report 3532.09.05-1114 F15*14-1113 Revision 14: 01/24/2018 Page 8 of 13 NorthGate: STEEP Ir 1"40 SLOPE NAILING (375 m APX-A I ,=,,j 1�1'(25 MM) 1-(25 O'NEM01 etc. Nalling areas for steep slopes reater than 21:12) snd"Storng-llall�,rq" Nall between lower 2 nal Enos as shown above. 6.9.1 Hip &Ridge for Landmark7m, Landmarklm IR Landmarli'm Pro, Landmarkm Premium, ndnnark�TL, Landmark T" Solaris, Landmark" Solaris IR, ZthGate: 6.9.1.1 Option 1 Shadow Ridge� or NothGate Accessory knillbli'Diman-slon Shadow Rldge� p adn Or (194 rmin) NorthGate Ridge metric [116119,40JON Shadow Ridge� 131181, Cantering 13114' Notch '*\Align these notchostot-P E!dge of praviouscourso. NorthGate Accessory NEMO ETC, U-C Evaluation Report 3532.09.05-RI4 Certificate ofAuthonzation #32455 e"EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5047 Revision 14: 02/24/2018 Page 9 of 13 RN EMO I etc. I 1W . I pj�'rg 'k'mg 716k Idomfeshk* an �IPS-Md 6.9.1.2 For ASTM C03161, Class F performance use BASF "SonolasticO N PlTm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crestym, Cedar CrestTl IR hip and ridge shingles. 0911"UM�W Ahipgt4 )��ur 9, jh�j�.- � fqfm #W Or4On AW an 4fi vs, On 69 n P#,aA.a S614& Sit twearWStrannard Aopisl �j 1' d 6.10.1 Hip & Ridge for Presidential Shakelm, Presidential Shakelm IR, Presidential Shake TUm. Presidential .1 Solarism: 6.10.1.1 Option 2: Presidential Accessory ?$'9MWT1AX1x( fbt�coverfhg'hlps,,and difozIRft�sW -4h&i4V,'.(expose no , kas(effud accessorY46f , W61AS, Wfi�,tsiiniust b �4 lftorj6ng0j so - j ' h ' ey�pq in Birming6af 934W-2�'Ix M�-, lid Ok e0 _#br,jJa produc x 1.5,3 �4�": accessog, 6.10.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO N PJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6'" EDITION (2017) FLIC NON-HVHZ EVALUATION FL5444-RI3 Certaln'reed Asphalt Roof Shingles; (6101651-5847 Revision 14: 01/24/2018 Page 10 of 13 'O'NEMO[etc. 6.10.1.3 Clation 2 Referto instructions herein for Cedar Crest�, Cedar Crest'm IR hip and ridge shingles. ANN for k�fwfw"�* 0009's,jod iWAW' , &"thuiw oto 5* -'j -IooLA htaaia�r' �a- OiDed Too, Be '�Mcut "Owe 6.11.1 Hip & Ridge for Hatterys"": 6.11.1.1 Option 1: Accessory for Hatteras '10M 1$1�lhr)�&--P.WA*",40."�.I.�.*'t.,W'.4()O'ok 54W 'sk 6.11.1.2 Option 2: Cut Hatteras Shingles =-=j r=-= tzl:zi J --sodw '. h-WkR conercat r4P9ii"9AP9W#d'D*tW 6.11.1.3 For ASTM D3161, Class F performance use BASF "SonalasticO NPITm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-RI4 Cenipcote of Authorization #32455 6'H EDITION (2017) FBC NON-HVI-IZ EVALUATION M-5444-1113 CertaInTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 14:01/24/2018 Page 11 of 13 I 3OW00AM041160W to ft-A 091"11 ONEMOjetc. sameitall 6.12.1 Hip & Ridge for Highland Slate�, Highland Slate� IR: Refer to instructions herein for Cedar Crest", Cedar Crest� IR or Shangle Ridge'm hip and ridge shingles. 6.13 PATRIOT'm: LOW MD STANOARD SLOPE STEEP SLOPE Use FOUR ustils for mery full shingle located as shown below. 711, ------ Use FOUR suits; and four spots of wphaft rooling Mincat for every full shingle as shomi below Asphalt roofing cement meeting ARM D4586 Type if is suggestc& Apply 1 ' (L5 mna) spots of zpludt toollng cement as shovat. GUMON: Ruessive "se of tooling cerneat an cause shingles to blister. 6-�- A ET T o4o -.I— mW -.I— a.W pm�m 1MW) our" 6.13.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest", Cedar CrestTM IR, Shadow Ridge�, NorthGate or Shangle Ridge Tm hip and ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate ofAuthorization #32455 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 14: 01/24/2018 Page 12 of 13 IONEMOjetc. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFAcruIUNG PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 6IG20-3 CIA requirements. 10. QuALiTyAssURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - NEIVIO ETC, LUC Evaluation Report 3532.09.05-RI4 Certiflcote of Authorizotion #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 13 of 13 Floriaa Building Code Online' 519118, 3:39 AM M MIMI& acts Home Log in user Registration HotTOPICS SubmitSurcharge Stints &Facts Publications FBCstatr I SCIS Site Map I Unks Search Product Approval (Zpr go USER: Public User Product Approval Menu > PMduCt or ADDliCation Search > Application List > Application Detail FL # /IF[L-256-8� Application Type New Code Version '-�7 Application Status I Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature I Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By N '�'I'LLENNIUM METALS INC. 10200 Eastport Road Jacksonville, FL 32218 (904) 358-8366 tonyac@mm!2000.net James Buckner jimmy@cbuckinc.net Tonya Steele 10200 Eastport Road Jacksonville, FL 32202 (877) 358-7663 tonyac@mm!2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Test Report Architectural Testing, Inc. - West Palm Beach (an Intertek company) Keystone Certifications, Inc. 09/21/2026 Steven M. Urich, PE Dv Validation Checklist - Handcopy Received 111 . . . I * 0 � - 111W�- -jil Standard TAS 100(A) Year 1995 https:llfloridabuilding.org/pr/pr_appAti.aspx?param=wGEVXQwtDqsKOFEnckBlOw2%2f7pheqxKaYEIzEJTbu4Mnc2rzL4sq4g�/*3d`/*3d Page 1 of 2 Florida Building Code Online 519118, 3:39 AM Product Approval Method Method 1 Option B Date Submitted 12/18/2017 Date Validated 04116/2018 Date Pending FBC Approval 01/04/2018 Date Approved 04/1712018 Summary of Products Um !a Description todel fNber 25681.1 MMI Off Ridge Vent Perm�anentSffle MMI Off Ridge Vent with Permanent Baffle attached to Wood eck-Asphalt Shingles Installation Instruction's Limits of Use Approved for use in KVHZ: Yes FL25681 RD-1.1 I-Install-MMI-ORV- PermBaffle.pdf Approved for use outside HVIHIZ: Yes Impact Resistant: N/A Verifled By: Architectural Testing, Inc. - West Palm Beach (an Intertek company) Design Pressure: N/A Test Reports Other: 33 Feet Is maximum mean roof height per TAS 100(A) R25681 RO TR 1.2 Intertek Test h7685,01-450- 18-r2.pd 25681.2 nt with Detachable MMI Off Ridge Vent with Detachable Baffle attached to Wood Deck -Asphalt Shingles Limits of Use Installation Instructi6ims Approved for use in HVHZ; Yes FL25681 RQ II_2-Install-MMI-ORV-DetachBfiffie,pjLf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - West Palm Beach (an Intertek company) Design Pressure: NIA Test Reports Other: 33 Feet is maximum mean roof height per TAS 100(A) FL25681 RO TR-2.21ntertek Test h7685.03-450-18-r2.pd FB..kl FN..t] Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1624 The State of Florida Is an AA1EEO employer. Copyriaht 2007-2013 State of NgL[dit,:: Privacy Statement :: Accessibility Statemen :: Refund St,temen Under Florida law, email addresses am public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrr�ent with an email address If they have one. The emalls pm�ided may be used for official communication with the licensee. However email addresses are public record. If you do net wish to supply a personal address, please provide we Department with an email address which can be made available to the public. To determine If you am a licensee under Chapter 455, F.S., please click UgLe_ Product Approval Accepts: In https:lifloridabuilding.org/pr/pr-app-dtl.aspx?param-wGEVXQWtDqsKOFEnckBlOw2%2f7pheqxKaYEIzEJTbu4Mnc2rzL4sq4g%3d�/�3d Page 2 of 2 METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) FAX 904-358-8285 TAS 100(A) -95 INSTALLATION METHOD Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck VARIAk� Z� N'� �TH� (S�� 'Ak�) TYPICAL FASTENER(S) - I I GAUGE RING SHANK ROOFING NAIL OR - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 Y4" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY Y16" 0- v 1'-W . 3. SIDE VIEW 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW) 3Y2" FROM FLANGE TO OPENING 1. 1/2" ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITH APPROVED FASTENERS 8" O.C. NMI OFF WME VENT RECOMMENDATIONS LENGTH CUT OUT NET MEE AREA 4 Ft. 3" x 46" 138 Sq. In. 6 Ft. 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In. 10 Ft. 3" x 118" 364 Sq. In. ) OFF RIDGE VENT MILLENNIUM METALS INC. TOLL FREE: 1-877-358-7663 FAX: 904-358-8285 SUBJECT TO CHANGE WITHOUT NOTICE 12/11/17 PAGE I Qorido Building Code Online I I 2/16118. 9:30 , M ;L BCTS Home Login User Registradon Mar. A dida Product Approval USER: Public User EM11=1 A9010val Menu > Search > Agglicatim List > APPITC.U.. Derail FL* # <7�-� L11968-R4 Application Type Revision Code Version 17 Application Status proved Comments Archived Product Manufacturer Eastern Metal Supply�' y ter' Mal� as Address/Phone/Email 4268 ,to r,!v-4� West Palm Beach, FL 33407 (800) 432-2204 frodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category C7Shuttem Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann )r, ., Validation Checklist - Hardcopy Received Certificate of Independence ELI 1968 111-90-1 EASIE11N METAL SUPPly, INC. __DRAWING 17-098 CERTIFICATIQN.QE ITA12EPENDENCE,PD FLI 196 -B-400-1-EASTERN Off -Al. SUPPI-Y INC, DRAWING 17- M-CER-TfCATICIN OF INDEPFUDENCE.PDF ELI 1968 al CO -EASTERN MErAL Suppi YjNC,_QflAZaUL_LL-Qq_�_ CERTIFICATION QE INDEPEPIDENCEEgf FLUM8 R4 C0I-FASLC&RMUAL5LlEPL Y2c INCDRA�7 Q-QA- CEBBEICATION OF TNDPPEb!QENCE-od httPs://Ilofid,building.org/pr/pr_a PP-dti.aspx?param =,GEVXQ,tDqSxYle b4oPODf7ECLX1ecJx4yFE E18(MCsutul tDWU4Tg*/ 3dV.3d Page 1 of 3 F�orida Building Code Online I I I 2/16110, 9:30, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved . Summary of Products Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FL11968 R4 E VIV EASTERN METAL SUPPLY_LK--DRAWING 17- 295—LETTER EQUIM6LENCE BETWEEN SSJ12 12-99 AfqD ASTm E-1996.ppF FL' 1968 114-EQUIM E85IESU METAL SUPPI -W-(1,-QRAWING 17- 098-LET7ER OF EQUIVALENCE 5SIQ 12-99 AND 5TH E-I 996.PDF FLI 1968 R4-EQDLV-EASTERN MHAL cI IPPI �r IN _DRAwING 17- 096 LETTER E U&MENCE BETWEEN SH12 12-22 AND ASTM E-1926.PDF ELL1968 R4 E Hiv E85IERN METAL SUPEL)2i; INC, 129A!N�Z- A M - 6 Ud Method I Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 Fl. # Model, Number or Name Description 11968.1 0 um !0.040" Bert�ha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - r w, g u!'r 1 9 Drawing Number 17-0941 Corrugated aluminum storm panels retained or not by tracks I to provide hurricane protection. Approved for use 1 0 rove or use outside HVHZ: e I Design Pressure: NIA Other: Large Missile. max. span Is 12'-0" for +25, -25 p.s.f. and 4'-0" for + 125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions EL11968 M-11-E65IERN METAL 5UPPLYZc INCw-DRAWING 17-0 A-1124Q 0ER-THA ALUMINt It! 5TORM PANEI .12d Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968_R4 AE EA5JERH METAI S(JPPIY2c INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.od Created by Independent Third Party: Yes 11968.2 0.050' 1--- 0 050- Bert�ha Aluminum Storm P .5 Panel (2.25" Deep)- Non-HVHZ - C D raig 't rawing Number 17-096 Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span Is 12'-11' for +30, -30 p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without 'h" header. See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions FL1196 -BA-11 EASIEBU METAL SUPPLY, INC. DRAWING 17- 926 0,050 BERTHA ALUMINUM STORN PANEL,PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FLI 1968 R_4_6E_EASTERN M.ULL SUPPLY-LN—C. DRAWING 17-096 PRQ12UCI OF EVAI UATION REPORT.PDF Created by Independent Third Party: Yes -1 11968.3 24GageGaiva lze Bertha Steel a lz� Bertha Steel Storm Panel (2, ' Deep)- Non- 2 2-5 �De'p )_ No n- HVHZ - Drawing Number 17-095 g um r 1 _09 corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instruction ELL 196 -EL4-LI-EASTE ZMETAL SUPPLY.-JNC. 11 L7 - W N 09521 GACF GALVANIZE BERTHA STEEI .5jQRM 9AN PD E-�� Verified By: American Test Lab of South Florida https:ilflorid,building.orglprlpr_aPp-dti.aspx?param=WGEVXQwtDq$xYleb4opODf7ECLXlecJx4yFEEIBfMCsutultDWU4Tg%3d%3d Page 2 of 3 SM"' P�a ENa" ON MS PRODUCT S'�LUAMR` DOCUMENT (P.&D.) mAS SEE, ,ROM FOR ACCORDANCE wb� ME 2017 (61h E�) � ME BVMW CODE NICH VaOCftr HURRCANE 2�a (m"-wr / GA� TVS STBRU PANEL �LE MZ BE INSIALLM AT 1.1 A lAlO SPEED AS RMUVRO By ME M,� - .- —1 —1-- —. FOR A OWECT�,,,, rACWR --ar M�C �Vnrn W&L BE INSB�LLCD AND 7 yo 'OR UNDER 2017 POD AND S� 'Or EXCEED ME Wxw.. (A.Ma) lr,�P�Ufif MUNcs &�= ON swm & " MR, IN ORDER rO �ERSY ME ASC� COWRIDAL VEDUATE DMW ]ORB LEADS D�MjNrd pM AMC, 7 �L BE FPS? _jO TB ca"R�61 Mcsr REDUCED ro Ama DEs'DN wm LOADS BY mmmmc Mew ar as Kv anvE, To W/ UAx (4so) DEsA;N meMmUer AA�' "�,, " sN= 3, '0 MR, '5 OR EASE BER P M' A LLD RY 7 f MT SE ' RE ME RON F, ENTS AND MCNORS ON MIS '.ED. AS �. "CRC NOT O� 57RESSOO A R W,, LWS 'PAS ME U"D IN �M ANALME A DURAtfOu �ACWR �60 W �VICAWN OF FASTENERS IN D,l Eb-l.w 'I" smR- PAma's ACroumc, rok ,PACT A,O rAraur ,95rA,,, HAS BEEN WROW W ACCBR�C MM SEC,,, 1609. 1� TO � ME As� RENDB'M CODE AS PER AM REFORTF 1 112C.01-00 AND 10610.02-05. AS PER WRACr TESMys ZOUN'LLEAR A54f E-0996 57ANDARD & ArAt r ijo-02 STANDARD. U"flE0 w 'mrAiLAMcmS mm" WIND zoma 1. 2 , 3 AS DEFINED BY A5r, r- 1996 SIANDARO, Z. � A`U`SN"U SHEET AM"AL PANELS S�L M� sBS2-W2 OR -300�-RJ4 ALLOr. a ALL ALWINUM C �,MRS SNALL HE ALURNUM AMSOCAnON 6065-rG ALLOY * mwips� LN� om�,, Nom 4 ALL SCOEIVS rO BE SlkNLESS STM J� OR 315 �' SEMC5 OR CORROSON RMSlAl;T COATED EARREN SM AS p,, am 500'a W/ SO kw � SMEww. AND go A� TER,,, MMEN� , CODE SCCOO' 1111.3.A4. S. Wn To Be ASW A-"' �K`L`OEB S� OR � JO� SERIES 5UMESS SM-C� I�M 35 W sNIMU, ,LB S� & AN4NCR5 W W�L S�Ll Or AS (MLM ON,,,,S, ,,D) (A) IV EAISIVI. POURED CONCRETE TAOCON ANCRURS AS IANUr�CTURW BY, LT., �; 7A'DA'K' A"C"DRS OR ELCO —" A e—�" �&LWTCAS .11ACNISO R FAMMNM�- 'Na AND ELCO FRODUDIS. I J14'AU RaNTS SOLM-sE7 ANC� AS &SmBUIED BY ALL MNM SOR01. BOLT & SPECMLTr NOTTE ""'v E"SEB"ONT rNm �DuRo cavc— or wco, mo aco FAMCLWTE AnCNORS S 1 314�.. CAIK-. A,CNoRS �., or r,,�r afgS,,,, NM WE �,, CONCRETE NO EUSECA� "To S�C* � BE FfRUD7Ea 1141V-20 SCRENs UCEp 5� ar 1 112- LORD ,NWUA SDULB SWCED EDT AND I' UllovL, F,, ,LE M W S�. AJ) URBUMf MBEDUENT OF 71410 1 314- ALL POM SEUD-SET mcROS � BE ?/,. THE �UmED %MM SMEED S� BE PERRATIED. 1/4' 0-20 MS. A�WC 'NTB Mo S�o ,,r, AND 1. RIMULD, D, W,� � NO 5 SCREw L'SED � BE Tucca A 4) w CASE ORLT P,,�Sr �C pR,,,,, C,,sn,, . pAaM OR PAERS Or FOUND ON ME r.'En'G �ALL OR nOO'L ANCHORS Sf� BE LONC ENOUCN M ABACH ME RA" �UCTURC BE""D SUCH PANELS. AlChDRACC � 8� AS "D'CATED ON NOTES A 1) & A.2) ABO�. (S) to EX�-`C COND?m BLOCK W&� '14* 0 B�RCON ANCHORS AS WNuFAcTUREP BY LF.w. BULDS, Vl' A , 7/fim CALA-W AICNORS OR ALCO �. & /_, AS NANUACTUREE BY Faws� F��NERM INC AND SLOB cDMC,D, A,,�Mvy. 114m - - J/-'ALL POINTS SOW-Sa A, D�IBUTD 6, ALL a,,, SC�' SaLr & SREEWTY C�Mym NaMM. a?) WNWUU EMBEDMENT OF T�VH AND "Lco PmELU4rf �Hvfls 1ARD CONCRM BLOCK wr � BE , /' -. B�) 71ZA DALK-fR ANCHORS SHALL BE ENDRELY SySSEM INM ME COROR,,, BLOCK Mr. NO rMBEUE,, LR,s S� � BE ACRAPTIM 114-0-20 SCREIS1 USED �U BE I W- LON, WSW SDUM M� �Sr. AND I'MR11UU F,R � � , ,,,C0. BLOCK No Ew9FORENT, RIO SOLV-SCTANCNVR� "a BE 7 'INT, ME WA`M EURSOMENr or 114 /8 SMAXO s� BE pmkf�— 114' A-20 sm �INE SCRm USED SMALL BE 1 112' LEND wvuum SHOULD STUCCO uw. AND I a ARA"w" FOR lv� WH No -mocc. 84) IN CASE IMF PRECASY �r OR P�Sf CONCRETE PANELS BE FEWID ON ME a=NG W� ANCMORS SHALL &C 'a"D ENOOCI M RE4CH ME WIN SIR.UCrVRC REIBND MUCH FMELM �DMR,, � BE A, ON NOTES 11 a 1) AND a2� �T. (c) '� �L BE mesvuro MULoll"G ALL or ME fticommc�"Oms AND sRrc'�Oams OF ME �NORS �FACBARER. 7 PANEL5 mr ALSO as LKSTALLSO HoRlzoNn�Lr RnuomARv mTxL,,,,, vuNL, HOwN ON I Mu 9 fwE, J & 5 V :5) �ERT �r HERDERS Z J & 4 �L NOR BE USED. 0 R � BE ME R�NSVLIY OF ME CCNMAC� M YER" ME sOMD'E15 OF ME STRUCWRr �SRC ShUtTER IS W BE ATD�ED M INW., PRoM �, M'S S�R � ONLY BE AlACNEE I E,,R,,E ,,, OR ,,, MA,, Bul� 9- ME 0MALLAUDN CQNM4CMR dS TV SE44/OAULX ALL � CWFaNENY SEDES � REWN� N CQA�US CONTACT WM WE RUXDAA7 M FRE�r MD~ /�. �UV AND � S�Ek MONS ALL AROUND � LLNGW /a MAS Pf-a PRERAMED � Ma rNG'NEER a GENERC ANB MES NOT FRV"DC INTORLAnON FOR A V7E SPECOIC PRO'ECr. "" WERE ME WM CaN=D"S DEY147E FROAf THE P.C.D. `�Tw TO BE RESFCA'SIBLE FOR ME &SLEcRoAL FyNcm� AND zvs;ALLA� VCLUDM LOS VASTY OF MIS PRODUCE. BASED ON MS P.C.D. FROWDED HE/Shr BOO Wr D�,, M,, we COAufflous DEE� ON MS BODAAEW- CONSTRUMON S4FETf AT SRE r THE CONTRACTOR'$ RE,,msa� (c) WS RED- W41 BE CONSIDERED RMAUD IF ALTERM BY ANY UEAN, (d) �RE SFE�InC RAOXCM S� BE PR�V ST A FLORDA RM�E, �,,, W , �C, LL &C, THE ENCINCER OF RCORD Cox.) FOR ME F�ca ANO mHo. Lt BE REs�slr roR ME 'moRm USE or wr I R-CD ENDIRM OF REC04. ACTING AS A OCILDOATED ENGWEER W ME P.sa ENcz,,,;, ,,LL sugw W F,, IS S"S SlEC,%7 FOR A�ZX. p M' ASP 5 p AR 'S 0 a S�Att UEAR ME N� AND CRIGINA. SC4L AND SUMATURE OF ME RROFF551� CNGRZER OF RECORD �r I I �Trrm mAvrAcrvRmS LAan snALL BE LOCATED ON A REAaLr �GLF LOGA.. AT STOR. �a N ACCORDANCE LASCU � 1709 9j OF YLMZDA BUXD110 COVE. ONE LASn r�L BE ,,CM RO M CONFLY WIN SECTION 17DMS2 OF ME �MA Z,,�Vo CWCFD9 � OPENMAL 44167 THIS DRAWNG SHALL ONLY BE LSEJ) To 68TAIN PERWS IN THE STAX OF FLORIN Lo .WERN METAL SUPPLY, INC S�061)ml-1716 t7-094 CAP CONCRETE ANCHORS (SCE 5 i......... ------------ j,� 7' F CONCRETE ANCHORS (SEE SCHWULE) STORM PANEL TYPICAL ELEVA TION S�r : I/r - �? - SECTION A -A SC4&E : 1/8' - I - � TPA� aW COUPOMD4M 5HO7 )A I W �CHMM SN� 1A OF 15) 114" U.. CAP Pell .0� gad I I.. - - - - - - - - - - - - ---- - - - - l Ap ip C2 X1. nj IA&I �..W w .4.. me" A zt 74 =wpm -@6 m @6A �07 W9 -0 12. A 01 1� 2':, 2'..Vll' M Al--M L=- 4�.m �@-Q- 04-(�) CASE C (Plan) CASE A (Plan) S�- 114 CASE B (Plan) �&- T14, - r CASE D (Plan) �U. 114. - r imr=w END CLOSURES DEWLS CASE E (Pla Z&(D �25�4 -210 . . 12--0- . -3 0. I, W-0. I 1�5* 10--l- a-V 12', -310 W-6, ..-W W-6. -5&0 a--,- .30.4 -Smo 12'" -510. -dag Ir-a- r-7. 12, -MQ .�Ao. -n.o 7--5. r-3- Y-0. ,?aO. -pj.0 "-W .7-14 -80.0 616- ..Qv. -810 12' -6514 _P0.0 5'-D- S'-P' 12- "aq -9j.. V-6. S.-V 12. 12' 12' .Imo. -Imf 02, -;w-A -1234 -I= -Im.c 4--Q. -A FOP MAX. AZD. DESION PRESSURE PA771VO 70. BE 6- O.C. %,NCH-GR 'SPA, G FOR SEC )N 154 Sh4LL = NOTE: MINIMUM P4NEL LENGTH S J'-O'. —�-UM ANCHOR SPACINGS ARE Y�D MR J 112- MCC D�MCC rOR Z D. alS �j 1 112'. REDUCE ANC�R SPAVW Or MUL17PLYING SPACING SNOWN ON 5(�WEDULF BY 7NE f0tUOKNg FAC� (NOTE : "III. E. 0. MR CALI(-W ANCHORS IS 2 11n. F OR THIS OPMAnW T, BE' REV� �ACNG OTIAWO USING FACTOR SIMLL NOT BE I= INAN MINIMUM SPACING BIGIC"ED FOR �ACH ANCHOR TKIIE AT ANCNORS aGENG FACTOR ACTUAL C. D. PMELUATES `ES nAcom SVD-SCr I CALK-W .86 .7, =- 2. — .50 B. 1 112- - JS ANCHORS ANCHOR Ulm. Type, SPACING 7APCON1 3. 0' FAMELMATES CALK —AV 2.5" SCLID—SIFT J.5, SW 'A'MS � 15 0, 141 FOR pKIa �� m, r,zNe �YWUIN; lNsT�,,GN, ,G,, ff� LUU PANQ EdLE FA 7, W4 HEMMED EDff,7 _?Ul PRACKEr MAX 1: (D.ItORM 4-� .' 1 49 1 ul 0, 77tV - h HEADER u-, —�. t 3 31' A(*,. "U' BIWID OUr -U" HEADER 1 1 x T" T- �-j L L 06 E. 0 0 -IZ4' MAX, B. REVERSED 7RA -F' TRACK ANGLE STUDDED ANGIE -F- MACK 'F- M4 F74� �d OP27DN d OPTION @KEY HOI P AT PAHEJ @ ROM -Hol r AT iAHEL oll Ka_=LfAa_& (OP77ON To IQ) ANGIE WjrH STUD 'C- 7RACK q -T .120WONEN FLORIDA BUILDING CODE (NI, High V.I,,If H Zn T040 �BERTHAALUYIV L2.25' DEP _TORM�PAEF�. i'VELFEC-0im, EASTERN METAL SUPPLY, INC I 17-094 M�ft . . �7 'Florida Building Code Online 2116118, 8:51 1 OCIS Hams I Log in I User degisbation I Hot Tbplcs I SubmIt Surcharge 1 Stats & Facts HaTida Product Approval SER: Public User Erniluct Aaaroval M,nU > EEQd9U-DL&6ffU1UA-5&= > AROUCatlOn List > Application Derail —F �' FIL # 6) IL-11 7111 1 Application Type Revision Code Version 2 01 7 Applic:ation Status LA d pprov, Comments Archived Product Manufacturer James Hardie Bul1dlng1:P:ro::duc:t,, �Jc. r:!ne� Address/Phone/Email 7"2 6-3,66trA I �am Site. 250 Mission Viejo, CA 92691 (909) 349-2927 Pingsheng.zhu@jameshardle.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name he developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration'Date Validated By Certificate of Independence Pingsheng Zhu Pingsheng.zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 Pingsheng.zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardle.com Le Walls SIding A, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I I Evaluation Report - Hardcopy Received Ronald 1. Ogawa PE-24121 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 ,John Southard, P.E. -, Validation Checklist - Hardcopy Received FL13192 M-M 9IQ - Certibcate of Independence. pig https:tlfloridabuilding.orglprlpr-app-dti.aspx?param=wGCVXOw(DqtskoA2bGnUu47oqxmaHRnHI(DSL7Rnc9n74NP2iZim2vOrA%3d%3d Page I of 3 FI�rida �uilding Code Online 2116118, 8:51 M Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard Year ASTM C1186 2007 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL13192 R5 Eguly RID-2692B-17 ASTM C1186 e ulv, qjl;y_pdf @L Method I Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name I Description I 13192.1 1 Cemplank Lap Siding fiber -cement lap siding I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 95-IL-CrmPlank-Installation.pdf FL13192 R5 II ER RIO-2683-17 Eliank Wood Metal Frame.od FL13192 R5 ILER RIO-2687-17 Plank Sbiagle to CMU.Dd FL131 ?_9.L,U_ER RIO-2688-17 Plank WSP S eathinq.pd FL1319 -M-11-INJOA 17-0406,06.pOf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports PL13192 R5 Ar: ER RIO-2683-17 Plank Wood Metal Ewme.pd FL13192 R5 AE lzR_RLQ-Z(j�k n ILto CMU.pff FL13192 E5_&F_FR RIO-2688-17 Plank WSP Sheathinq.pd FL1319 RS A _NQA_LZjQ4Q5_Q_6p,0f Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding I Limits of U se Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install In accordance with NOA 17- 0406.06 Installation Instructions FL13192-RS 11 ER RIO-2683-17 Plank Wood Metal Frame.pd_f FL13192 M-U ER RIO-2687-17 Plank Shingle to CMU.p_df FL13192 RS Il ER RIO-2688-17 Plank WSP SheathinQ.od FL13192 R _I11 HardlePlank-Installation.pff FL13192 R5 I NOA 17-0406.06.r)d Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL1319Z R5 A RIO-2663-17 Plank Wood Metal _ER Frame.od F�13192 R5 AE ER RIO-2687-17 Plank .5hin ie to CMU.p-df FL13192 R5-LE-ER RIO-2688-17 Plank WSP Sheatblnn.pd FL1319 RS A _NQA 17-0406.06.i)d Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1319 _RS_Il_ER RIO-268S-17 Shincle Wood Metal Frame.12d FL13192_R5_Ij_HarlfieShin le-Installation.pA[ Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports https:llfloridabuilding.org/pripr_app_dti.aspx?param=wGEVXQwtDqtsk%2bGnUu47oqxmaHRnHilOSL7Rnc9nl4NP2!Zim2vOrA�/�3d%3d Page 2 of 3 aa;; shing behind to add an ftional layer of protection water infilt tion waterproof materials that do not react with cement products. Examples of suitable materlial include finished coil stock and code compliant water - resistive barriers. Other products may also be suitable. ME Z c. 14 ashing oil onto the ourse below, 'r Pneumatic nallers and cordless nailers can be used to attach James Hardie products to wood, steel, or masonry substrates. Pneumatic tools require the use of an air compressor Vith a hose. Finish nallers should be used for HarclleT(im6 boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for W8 fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices.' Power nailers recommended for attaching James Hardie products are siding nailers, roofing nailers and finish nailers. Below is a chart showling the appropriate nailer for each of the James Hardie siding and trim products. Be sure a.a. that the nailer chosen fires the fastener recommended for each product for the specific installment situation. PNEUMATIC NAILER USAGE WITH JAMES HARDIED PRODUCTS Siding Guns Roofing Guns Finish Guns HardiePlankO Lap Siding HardiePanelOVertical Siding HardieShingleo Panels HardieSoffitO Panels HardiePlankO Lap Siding HardiePanelOVertir-al Siding HardieShingleo Panels 9 n0fl6is broli)*��Iii�ti)�if�il!'Zigii76S.HzirdiL� 6: he iurv. h�y' are 'ifitted44th'a flush njQbnt attachment tof.contrdl nail.1a'a , ge th.l.. HardieTrime 5/4, 4/4 Boards HardleTirimO Batten Boards M 11 HE �E 'E OF 0 MOP', f A "WW"" Og av "'MRGM it MM '7 �i 4,$ 5,9 20 PROJECT RIO-2577-15 ENGINEERING EVALUATION- REPORT FOR ATTACHING JA ME8 HARDIE@ BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIEBUI LDING PRODUCT8. INC. .10901 ELMAVENUt FONTANA, CA 92�37 TABLE OF CONTENTS PAGE COVERPA43E EVALUATIONSUBJEOT �2 EVALUAT16N SCOPE 2 EVALuAti6N PURPOSE 2 -REFERENP-E�AtPbRTS 2 TEST RESV-LTS' 3 TABLEI RESULTS OF TRANSVERSE LOAD TEST] NG 3 TABLE iX4HRbU6H:TA'B L*'i!2C"j*-,A:,.LL'OWA'BLE bE.SI'GN LOADS BY PLANK WIDTH 4 DESIbN.wN6'bjAb 5 6 TA13LE 7, ALLOWABLE WIND SPEED (MPH) FOR-HARDIEPLANK SIDING. 7-12 Limi-rATIdNS'ClFU6E 12 AS PRO . DUCT,EVALLIATOR THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE: REQUIREMENTS OF THE ASCE 7 - 10, THE 2014 FLORIDA BUILDING. CODE,IAND T , T I HE 2 01��INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. 0GAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET4443 HUNTINGTON BEACH, CA 92649 714�M-2662 714-908-18i5 FAX i)GAW,, ( � lin C' SIN I PLOO I NP HUNTINGTON BEACH. CA 921349 IA-292-2602 �14-000-iais FAX PROJECT. RiD-2677-15 �MES HARDIE BUILDING PRODUCTS. INC. 1-880,542-7343 EVALUATION SUBJECT HardleflaptM Lao Sidln9 J.m.a Hardie Pnduct reads Maines covered In this evaluation: HamePl,tae Lap 81�mo. 6C.PlantA.Sidnij, ProvA— Lap Sid,66 EVALUATION SCOPE. ASCE?All 2014 FIOMl3BVdiIq Coils 2012 bruzralknal Gwing Cadem EVALUATION PURPOSE: 71nS analyms is to deralMino te mpximU.m desn, 3-sownd 5uA l4irid.#cW Io be resisted byan aWrm* of H=0417juril, (Ctomi'lank, Prevail Lapl wmI; fa-,terw ww,�d o( inetal lia ma,q wAnnai, REFERENCE REPORTS: I - 411orlek R",l 33.48VO4COO-002, TlausMi;a io" loss" On kZMTQPIWk and Hat1loPsAttl F1,60-COMMI panels 2. Intf:rUltRe�0i IbII7T7044dQO-W3,Tna M�" IoAd faitiAg an kard4iant; and HanlieShingla JAMES HARDIE BUILDING PRODUCTS, INC. 1-1018-5424343. TEST RESULTS: Table, 1. Results of T"nvvon,,q Lwd Tqfdng HUNTINGTON OFACH. CA 92649 714-292-2802 714�908�1815 FAX PROJFG T-RIO-2W-16 Report kmber T11111,17 (1460-03 IDD71704kO0�03 Intranet M I'dertex 0,3F25 0.i3125 IWO, M) IM Frame, Type C)SE! Wood Z'i4'SPF !VicW.ZxA'SPF 'W711fi_ 0031161toww"10 Frame Spackiq�-11-) 12 I'8"or' —L.%g 0*m4finsisc perevi—1 ve mb WsKvn*v1mxvee,i �rtf;�WHD 4dnr4shiirfk'a3N* (J)*)5 15' Ad.ft shahisiclk, 116* x Obg� x 0,215" r 111 F.—" 0325 f.5: Blind nailed 10,088 M to OSS -BfMfWedfo0Sr8 Bliftdifigod 10 OSO Load (0sq Itt'lZM01) 31D.4'.jr 162 198 r 50.7 56.0 . o3n M2 �2- 11710"'r Load it jd JklA ho.., 0.437' 0.437 010 w CI C�fed laste. '.�!hdr�W t000l . = �.u,e a -�e. ". vast '.ua 3,:4 me ... �Av'd t��I ". .d Aoa`aSbd3'0i Plat Shidt$r 1Y APATT-039C. Itij w C. 1W-p rND.S,2012 Tab 1 14,2.i2 forwImIt6*U91,� Wd - 1.6 w6dr6#81 ddilgit 01.6, ��lated per NDZ-20ig jk�.j P zfsfertof ainbedr;efe depth In. pr applicable Men nab fIhdnk;D,2 0�1)if6 nallsAOS-2M eql1allm 01.2-3)IS usd3 to css�94 valia W Where, G Mod TWA iA 3A When nad aha�;' U. is let. ttniqrd.bQ6 InM U if. Z,r shallitnalis. Rio v4hdra.�al design valu.. w.(e obfai,led flom ICC-ES ESR.1530 Tatto 2. 0 4�2 1 T 1. S 0 A 01VAIL HUNTINGTON BEACH, CA 92n,lg 714--292-2502 T14-960-1815 FAX PROJECT. R10-257745 JAMES HARDIE BUILDING PRODUCTS. INC, 'f-88B-542-7343 For Table 21,1020 Ina dez�gntloadsva) be CaWalidbY'Pf0PCf0W1JV the WW4WY am 10�`?Wtoz!Vnur, ffwMbyde�i5nkmd in e�4 kun..',M i'l k"'A ec.1ard By �q �"m. aftmaue ues,-9, l3adlor�. misKarTIT.Flatnt.irAdihs. and studsP.-ng Tauh, M Allannable 0ejjqnLA1dsl)aaqd on!Do"otarij FaShinfrU.cf, 49mluhbds�k 0.37 5" 140� fa.10.0. Comealed (blind Screw) at 12" D.C. In WSP thathi.g only Fm 5.25 lazli wido.Hardiem anit: Dea� * � Vloidm ' W13-4015pst ElikWO iributM intipo-Ved to ((&251.25) K 17�11 44 2 9.= sc,ft. F prktpn& lead - de Sign bad k-ilt it ubar I . y'arga F 4103.5 X Q.= �-.34,6 pounds Par HalaftaPla.k 0A III. M z a 12 12 �0,01 7.n 17 CS(IOI 0421 ,GZ3. �M.4 12 —='t . 0.583 .1j4w7, 12 .,:Q;QOY 12 -kgv It Table 28, 1100fePlankV41dih L V bi 7:6- 51,7 49.7 4 "4V5* -.19.7 B.76 C444� 0. ?19,7 that �adlftn 10 be �— lairi foola.e. �..Koalad Iblind ndili of a- O,C� 1. WSP theralfilitifooly 25-lisi x Slit" � OZ89 sq.h ulary tor the o&ondtt�n to 64 Cai��*U!Z Table 2C. Allmobl. D"11111 Loads Based on Constant Fastener Load, 40 �iqg:shank 11.5d�13.09-0.2M'L lamme. concealed (Wind naill a[ 6- O.C. to WSP uhaalning only For 8.25 k.; psf load tfwakywea=-6QX0A2=-IG3Ibs Sam fasteneflusd finch.81 A. U.- tT 526 5 . U157 415A -19,3 715 .19.3 .19.3 6.2s -16.3 U.25 0 11333 47,51 �19.3 T3�— --a. —1 -193 0.448 43.1 -%D,3 J)t'1111111 1 1, SIP, .. . ...... . Ceti HUNTINGTON BEACI-I, CA 92649 714-2V2-2602 71490a.11115 FAX PROJECTRIO.2577.15 JAMES H,6DIE BUILDING PFIODUCTS, INC �1-888-542-7343 DESIGN WIND LOAD PROCEDURES: Flbal�amenit fading UalmatojaW V'. the Rummse loW.1'sung aq aimrible. design Iw4 1& dolefriflned liasted on a a �poddpjo m Purl test load. S4� the alloviable desigilt lead it bastof on lador of furdly 613,0�blaq And IhttelOri 411buld be UAW 04111 �Pinifoistign P's A Rb By owg Its collibiria for Aff.gwahle Srrest Dejo_ (ASO), the tested au�bie cans! For tME madidlis, lowlWale Ina pleasures In'Tablet. 4 S,-wd he load c.onjbIrud;,n%1A be gl acwi,04,,u lilith ASCE 7.10 Sw;w ill roroulMn elt,,vabie 4be,, dcs;p 10,1d ceiril4nation 7. Lg2d . I ' "; * 11 . ' - C(RestelifiAll 7 Used A lend (AF1001 002P.Pled 16 the irrind velocity p(eeadre Equation I.* q,.-O 0b26VK,*K�-Kd'V7 j?d4ASCE 740 &Wagon q, , vq�dly pressure *01 he �lflt A K, vinodly pressure otpostire wittrcituril innlloaled at ha�?Ihj z K,, toMraph0al der Y,, , Aod. 6;recr rly feeler V . ba.siv vArld Equation T. V-V�� lainal, Itent MPH) Attar (ftf. 2012 me . a 2614.pac Sdw� fba-.7 dermniant; rallied I'M 1?012 ISC. 2014 pOCj 10gurea IOWA, 0, ore; ASC15 1-10FIgides 26.5 1� B, "o Equation 1. P-%'(GCw.A rmf. ASCE 7-16 gquagfi 30, 1, 11 CC, . Pm.d'" 611nalb,noll pe"Uni quefficie4bM gus�elfiad I . az-ior P-6-00*kvk. "'a. mc-Ood) Equation 5' oxti I yy Owd dud (a ww'd Prossumi FV d6h!nnh7. IhU A!IP.41#�,So�at pna�unl, apply the load 6clo�lw *6,,nj) frond Eqvj,,on 4 to p Imm eqUinim 4 -Equation 6, Equation 1, P.. - 0.0*f0A r5Q*,'K,.'R VA Equallor, Zia used to pop war, Table 4.4,.arsd a. to dnfendAne the ajio�able urd ba.sh; Wind speed IV Hardme sodonif ;n Ta&a 7. sat'a Equatvn. r far V E .. U.. a. It Appikabdalo.U.Mods Spea,60 jnEX,epIjpS I enough 3:0112,N2 file. 2014pllej $acao. 1609.1 1, r, in, ano,�chjc naminol dedoignwwd ap�o tVasal) farHinrdia Siding 'it Table T, appfj fin, con"aush fieftina . baW Eq..iio. a. V� . V. ". �Z . 65 , lra� 2012 JBCA 20f 4 F&C SeeVen design wind 3poed (ii-secoro 9951 rnpin 24)12 15C a 2014 Fac s- Table 3. Coefficients and C 6nita"Its intod In Determining V. and P. If via Zane 5 EV B EVA). Kv 1�- GC� Gc� 0.7 1 IJAS I L03 m6t) 1 0.85 -1:4 0118 20 0.7 1 0-9 1 1.08 1 0,85 -1.4 018 IS— 0.7 0.94 1-12 1 13.95 .1.4 0.16 GX. 10.98, . 0.7.3 I ,$ 1.19 0.115 -1.4 0.18 40 0,70 1.134 1.22 Us -1.4 018 4,9 0.785. I.WS TZ-4-�- 1 0.95 .1.4 018 Ell 0.8-1 1109 1:27 1 O.DS -1,4 o.18 55 0,03 1.11 1-2—g -1 061i 60 0.85 1.13 Z.,, :j (2)IN -1,14 1 I too 0m9l; 126 1 43 1 hH60 I I U." .1.8 1 0.15 1 ZL STA rONP- JAMES HARDIE BUILVING PFtODUCI-S, lt4C, 1488-542-7343 .. mfoajam.eshardamm "U"NGTON $EACH, CA 9W49 714Q92-26P2 714-GQO-015 FAX PROJECTJ110-2WAS ........................... Tabla 4. A?]Owolttu SlIUSS Maltv, � Camnoneoft and Ci,ddl,, �Av.'i I Wuld Sp"'d (3. 1.Oq 105 Ila fs . a -fr- jin Im f4a, lan lm� T too F, go 200, 210 125 B S . -El' Et --I-[, a a El -15.9 mll.s� 10 .218 .24.4 ixUS 4,1.T -40.8 -62.1 .57.8. -.n.71 -14A 77.� jig. . J7. 41of -46-1k -52.1 -573 434 A4.4 '-15.9 .17.5- T531 '.10.8 ',-32.W' Al.? �40.8 - �52.1 -V-O� -7M.-7 A4.A -,28,3. �32,5 -37.0. A 117 -ou 7Z2-1 -:U,-I Wr -AS7 ,4 25.4 4-93- -Wj-- --W6- 7ZW-8- -57-4- 7:W2- --06,4 OF A 7.3 Oaf! -a3L, 0� v s2.7 45 ijU.2 A19 -�7 -4 .31;7 �ZIPA : At.5 -46.8 -52.5 -58-15% -13-4.9 -71.4 50 ROT- -1-8.4 -:-,go .20.2 12-8.2 .3-27 ---37 -6 -:TY-3 7�57 65 ,go -24:7 -770 -0 -aa,- -Wu 4g'6. 79.5- �B .8 7�jjJ 7js -FIT _5G.a m -20.2 -3LO1 ;a 6 .43.3 2 mw OUSI) IOD 105 fW. lis 120,: Ado 170 Ito 190 200 210 Hafght illy Q C C "5 A74 -7-9-5 'n3g.6 -44�9 ..b917 W�fl .03 -To 1 1 .77,3 1 -10,6 ;mOQ.Z 7 -5 .0 -70.1 ' -61.9 far.4 27T , -WO -,612-0 -:WT' .-7. 79 3D -20a 7.--22.3 124;5 -20.7, 1 - -ml 4 IS 454 I.B- ;%.4 66;5 '3.0 .-Bd-.v li�gl NS -75 4()�4. 7 4alp ---.5 4A .00A. 0105 qi AID -20A: 030401 45*0 -��g *ZQ A 40 Im.6915. 7-.79-3. .-65,0, 7R'q -2z5 241--� ;N.U, 1 :44:1 1, 50A 05.0 _Jq;q _r 61 Azq -- ---- -91 JT2 -W7 .:Sg,2 �1 Itr T -N.1 Aus-5 0 .0 7 3-0-3 -143,6 d ,ccn Oml) too _0 105 tsu .150 176 160, it� I 20a (n) p 07 to- 773Ar. '2$ 1 61.4 -68:4 -7w.T 85,0 a ZT7 .24.0. -321 m371. ...01 �7;1) 1 �A' ;T2.2 -M.4, 'i �w(fgj a W2 ---T9 -0 -3 -641.8. :W .024 --�O -4 a 153S 602 -IaL -77A -N.4 19'q-7 -'CS'5 2 TS 452 -621 -70.0 7:045- �-0,2 -jW3 J�.104'8110 L4 2,5 .49-3f. "�O�O ��A .-T9.5. 45 .7. --726 -2 .,28.3 -�fjj a 43 _3 7-42 -(E?- j 513 -1346 �a -T7 -1 7-57 4 -Iv- qq.3 -32:2.� 201 _45. -0.9 _6KI -70.9 _r On 4 417%4 ......... I 7 �.4� -761 V-6 1 .1, + -144 .94*6 �ff)68� Tobta. 4. 5-anO a we ftowdQn ASCr 7-10 and oonsikl-n( "th 09 2612 16C. 20i2IRC and Via 20.14 N�dar�(�Jdl 9 Coda- 'n # p- - 11 0 GA 21 0 JAMES HAADIE BUILDING PIPtODUCTS, ING 1-1186-542-7343 it,10djameshor".mm Table 7. Allomble Wind Speed (Mph) for Rrdlepla,k Lap HUNTINGTON BEACH. CA 92649 7M-2024602 7 ,14-90MO15 FAX PROjECT: Rto-2m�i 5 RIM odin. ASCfF 7f 1O.Chaliferaly C&C pan I and PjrtJ) ---------- 111� ' 21 W121842014FISC '2012 l8q.2014 FRC % SIATE-OF C-ttill �d In Table 0,0,4145w. 1�' V., 0m1pn:WirW Dsill, vVd. speed. (1"eCtaid 9.11 Mph) Aporm4ble I. M4.4 , -01W.M.'by 'wLt�'m to �M� pwd= pro-dw Well . less 511a Width 6�25 Fastener a x+I- ye, lovig x 0 37S,' , HD WatertRad Fester'q, S1 "a�Wig. FnInia: Tqi,� 2X4 W+Wd �r' 20 gi� AGN 1+1.1-�,. + CRMwtg.' III&MVIt MOW $Oqn :jW'- .g J, al) 12 ow!) 0,14: 268 243 22.1 707� lea 171 Dovp (PSn 033 Eip 3 -0.7 Ek . P* c (ISO txp im 0 [,""I 20 268+ I.-M+ .210 , - -Nu` -103.5. 0.7 - 51 F -25- -5-7 1,74 74'W-4" -In3 7T -B-t4 0,0 AA OAS 30 175 181 -Tg-- .103's 0'7� 0, 1 am �l A OA �35 262.. - _2g�L . 203t 173 -wins, 0,75 -Fla- Im I DO -1.4 UAS 44 :�� 220, 2M %Im S 1�u I Alls A.4 �4:t 46- _7U :2n %�fjT' 201- Joe. -FP-,3 168 -TF-6 155 IMS VAS f.aw 1.24s- I 1 0 em Ia. 0:1 49- TT 7F6- 79-5 154 -iou 75F Too, 3 1 0.45 -K OA 65 248 197 � 100 105 m 'Im's -Ym- T-ti � _T29. I Gas .14 DAS 3=6 3R: To- 63 152 wmix 1559 -IRF .,I .31 I B85 -1:4 0.10 IGO 20f, 178 � 156 IM 130 -'03 S.. BW 1,211 1.43.lh� 1 1 1 B51 -ts 1 0,18 5MID 4,25 iv" 0.57 . hum tlial., 12 0:15, 29W! '19& 1113 16a 151 4G.W al. 20i ISS, 181 14T, 4a.6 0-7 16 181'. JOB V45 4ea 07. .1 gas 3a 7 r zm w�jqj- 184 � 182, 155 -782 IA2 M.# n'7 � 0 2 16 rJOAS 0.1 A . . I . 140 -6014 7F7a 19011 A lg+ . .1 O.as '71-; . o.1, .40 :;W, ; ITA, �79 7T6-D- l3q sae� 7-7an li4 0.05 -14 O.Va 4S 113 143 137 -.004 T55 Dag 1245 1. on 1 60 .220 1 lea I 17s a 74 136 a -E-m- IM91 1. 127 1. am .14 rAA IN, I 4[J8 145 135- 40.6. BE 1'�l f. Ia Oes A 4 ONt Be 1 144 134 -80-6, - (ra-5 "I,, : .1 1 1, 1 0:65 44 100: iTT 37 tI4 W'6 a,e; , IN. I 1.ci 1�m P.18 7.25 8 x I- 5�r long 9 ,bbw itp. ,90, vir-M VISO 12 B'15� 103 75 150. J- 7 4,1+0,tg .20 .188, 171 .10 145 sk3, Im lip �-I'4 1 QLm 'W- Z13 7T0SJ, - JOB - J.4 z � Joe �w). gai 1,12 Los -1.4 0.w L11L 6�� :916S., 1165, 139 128 165,3 Vj i Ia 1 - -446 4:4 0,10 3-5 20S+ -177. 103, 161 137 . - 126 �5.3 U-73 a A 19 1 0.95 stA 0,11! -48 --91- 7F7-5 -TY-2 7T6-1 -15e 136 125 .633 1'� 1.22 09 7J( -cm 150. 1-34 124 454 vast 1.5as tus 0.83 -I.A 0. to Igo -1� .170. 155% 7-1-53- 132 122 .4r.3 [Lei I tcq� 1.27 7 1 - 0.85 4,4 0A6 05 131 ]ZI 453 + in 1 083 44 0;fs 60, 193, 187. ---T-- 150 lag 120 .35.3.. ft� t3i IT095 �-Ll :0:18 1009 1009. 142 53T 124 111 ID3 0"A 1: 1.25 �t;43.1-WQ I I M, -1.6 0:18 No. a 1. 'b� railed Sena 2X4 wqpd WAR- 5t6cf, InwhIl" Ck 12 -1-637 .161. .146 .1 133 -7E3- 0.7 - O-M 1�0031h�* I I us �±4 12 20 167 161++ 142 130 42,3 _T? = __ a I ag, .14 0.18 V Me 179' 1 164 07 127 0.7 0 85 LIA O,li 1756 101 :161 136 125 -T2-3 413 --ii-3- --- 0,7 0,96 7,19 1 BM .1.4 uIld i -1 IT'l 219 a -TS-4 �a- W73 -'T -m 7 (115 O's O.Id le a 7 122 122 Zt3 Mn� 1�34 I.r 1 - 0.15 -1.4 0.-1 45 1951�1 166+ 1 ISO: I W -T5-n 13D -6- -T2 121 �1.2 11065 4166 .14 0.18 ist- 621 DAI 1 17 u iE cis .140 126 VIG 125 7F- M -1-4 B66 4.4 C.16 1W 1. 103 1 152 . 148 177 Ile �.s OAS 1.13 17 1 nss -I'A ala- 10 ISO, 1. 139 1 130- i2l 107 101 613 0.99 LIU 1,43 ' IS 2.4s V1.1a V16 a U,375- HO IbbW �f�m Blind to WSP 2X.4 W000 0i �D gis. siam ff"*9 7/16, Mick IL51;1 Ill, no 72 0-15 IRS ] ISVI M . 15; 139 127 Z4.9 0,7 BS5 103 + 20 754 -734 136 -13-3 124 �Mg 0.7 IM 10851.141 Q'a Igo 1 171 167 72-2- -7k-s- a. W � lA2 OBS 4 .198 1 1 W 1 '154 154 130 - lip -Ti-- -562 t2K M-a -ONEB- all 0 + cas �!.' - 35. 194.1 165 1 152 m 72s a -- - Z s 9� loll .9 1 a" 14 '" '4 BIB Big 40 lag 161 151 1489 125 116 :56.0 -0.7s 1 N I 2' C65 .14 0.10 45 187 081 j 149 145 125 115 -Sa a 23. M? i'm 162� �191 Bid �O N14 ISO I 47 143 123 114 -.%.G OAI I M 1.27 1 - ITS- - 5 -14. 0:18 r 1152 458 1 148 --I 141 122 113 -T-2 -58A -1 M 77 -1r- n 7 -�7a5- 4 0 !& 78-0- 7-30-T-1-2, -7i-s um- )i 7 TaF i� aia JAMES 14ARDIE BUILDING PRODUCTS, INC. IAMS42-7343 infG@jainesbardia.com HUNTINGTON BEACH. CA 928AS 714-292-2609 14-51138-1815,FAX PROJECT: RIO-2577-15 DGAP 2 21 2P12 Mr. 2014 F11C 20 92 INC, 2014 FaIC STANTEF Incl k;J3 IL 00*"Ici&iw usdai in Iwo tal.1koom I" V_ gemod gcwt mph) AfiDwalik N"i ,al Design AlwA.'spe'd. (3-moiid Qdu mph� 2 , llldFkflecl�oo wicali. Id "Mod. ww unw-wailm WINI eXPOSM CaloorV 5�,� K, Prodtidi Pr Tli( wdfl!. (in:469) Flag Faslerief Frome. 6 b a D AlIg"bla D"gn L.i&a ipsrl E.PaIlExpCIE-PO fl. G1. HoaliePlank still 8.25 No.8 1. A- long v tf.315'HO nbillod wdehead at'lld or2iiga. sloc.1 1 1 12 046 IM 176 160 i5a 136 124 AkA 07 0Z5 1 1.03. Nw law 0 2D 104 171, Ass Igo 133 12i .�A 011- 0. -1.08 0.85 -I.A 9.13 25 68 T 5_3 150 13D IID -54.4 0 1 1 112 1 76-5 -.,4 0.13. N44,19, lis IE__� 194 Ir4 151 160 12, lir -54 A u I ago, 1.16 -1 -6.8-5 1,- I 0.110 755 190% IffZ 140 .147 125 115 SA�! a7a 01 1-12 7 ass .14 0 1 A , .40 -74� 168., .159 t4? 11, ID Ijq 54.4 - 0.76 - IV4 -7- 2� - Z -14 0.18 - 163 :1 157 14B f 142. IZ2 Ill 54. 4 a?m 1.0m.:1.245 7 Tw -IA a Is 100 1 '153' :144,* 1 140 121 112 asi I ob '12T ass lid 0 la W 178 1 t54� .141 119 111 .54A wa =1 I =.M 1 0.0 -IA C la ..so ITS _jjq� � 118 110 sA , ass 1-n 7T 1 014 -14 018 loo 346� 120 All, -Ax, . J43 . 100 94 �W.4 JIM I_,0 1.43 1pta 1 1 00 ` Ha�deft.k Sit. P215 No. a o. 0.175*HD Now walfemead 6iw to WsP vf�d low W.Sp .12 1 1112 I[W-, Iag 125' 114 �,3 017� . hm - P, -ITE. � 0 __20 158, 14A.. 139 IN21 121 112 A6.3 07 _ig� I-W NO I a am , a., a 179 154 142:. 430: 120 .120 110 483 .0: L 3M 170 111 l3il �1�6 117 117 1-06 _ta.3 0 wa, f3a .115 106 .48.3 0.73 1.10 o,+ so :I.z 019 AQ 172 t47. 136 133 114 11, 105 �dsa;l 07, ,a� 79K a On 2-M ovi 4& -189 _T6-a- +146* 134 131 112 104 463 0im Lw 1243 1 ass .1'. 0 Is so :;14�3:, 7M7 -ig- Mli+ -lit 3 _752 Z.3- eel 10 AM 1 a85 0A 0+19 155. 72-7 110 MaT ::fiI 'A -1 0 as .1.4 U.T� W 162 141 �131 t .126 100 lot .46+3 am, IA� IM I I am .1.4 C 16 17100 .134: lit . 112 .-IN ' D2. , 87. 46.3 0,9v. 1-2* 1,41, 1�, I p+m I.% U'ld 5116 05 No. E. I. 51V toiIij robed wat"ad Sinai 2X4 ii&Q, lz 1 0,15 11L 159 . J45 113 - 112 44-s 0.7 0.115 1,113 h§5) 0.95 .;.4 0�13 10, .176 155 141! .. 136 120 log 44.5 0.) 0_9 1+04 om JA IlAg. 25: '116.� 152 .1 QV� . iltl .117� 1" 44.5 0.7 jj2 i, OAS Al+.d; 0 Is -50% Ila 140.. 330+. iall, t15� 00 -754 -74 oj� go 0,26 1 16 1 0.65 A.4 172- 1 146 1 .12&: im iii -s 4 -d-7-3 .14 _211 0.16 40 133 '131 V(2 JIM -dds 0176 am 4A 0.18 1 1 128 '.110 i0F =65 'T._00� 1245 1 0,05 .1.4 0118 6 163 14t 130': IM too i lot �Us all i.ft 2, am .1.1 0.1. 139 129 125 108 fOO 444 an ii Tin .1 ass .5 Gie 60 159 13Q f28 121.1 WT 97 �,j ad$� 1113.1 1,31 "I 1 045 Ad 0.10. :100 .112 117 ilf);_ IM, 91 85 44S o+W 1.26 T.Wh�w I: a 85 -it G.la 12 . a x I - 5/8' long x 6 lir Hu . arm 10 WSP 2X4 Wboff ar:20 9a, % . It" V 16-. lh;�Ck thlog ();Is- :�� '2z IM, 104 1 94 1 �31 a 0. 0�bs f+01, med, I Q85 .1.4 n. I! 20 14R 131 119' 715- lot 1 92, 1 �IA OT oa 1,08 1 ass .11. +0-15 2-5 f48 120. "137 115, Pg. 1 91 1 w3lj u, agm I.q 1 0.18 all 148 1 n Its 115 . 97 -1 39. 3ifi 07 Dos 116 cgs old .35.. 145 � 123 113. 112 95 89 .31A 0, 3 7 'al - 1.19 7 0.85 0.18 40 142 1-21 - 112 110 u 87 .3tll a 74 70-4- I.= I A-9-5 �j CUTE` 45 T40 120% 72-0 .111 11, [08' -TQ-7 '93, 86 -31,6 F75_5 _i-m 11-7-5 -1 BE TA Fia so 13-8 119 1ja, 110, 62 -as -L 0- got I ad 12, 1 0.65 �1.41 0-" 55 136 118 log .105 gi 84 .3i 6 1@3 I.,l 129 -6-, TiT� .50 1 110 lot JOB 104 90 54 43i�s 55- -Fln- 1.111 1`1 as -1.41 DIS 1 99+ 92 02 86 Al 72 '" j -V7'\ OM 1-.2il 1(,43 tq,60 1 10,85 4.8 H2re,Np!;l,p 5116 5.25 J' 0.215'HO X 1.5� lam, Ong think (0 saw nailad 10 WSP 2x4 wom or. I ? 0.0,11 Meet: fTOlnjoit, 711frut' WSP; shviil�kv 0-15 L 225 2041 192 J74 08 1 -11.r us 1.03 1,6611 1 0.05 AA Dja 25 -5a LW � :,243 219 - _T14 109, _TD T92, 160 155 .0.1 0.0 t.08 1 085 .1a 0,19 192 to& 162 -aS.7 1? 0:94. 1.12 i 0�� as 44 Ma 2-40 209 192 102 102 749 _08? 07 ass. lid am .'d 0�l� 35 �243 20a .190 199 too _rAT M.1 0.73 119 Des .1.4 j Is do 238 _F 203 7-aa- 7-Ts- 4, -jil _1 77-7 -5$- 7F4 T ;as,? 536 told T22 I ail Id DA4 45 9- _f0i 78-6- --1 -35.7 0 ?m 105 1_2.j 085 .14 0 1 a 230 loam UPI 17B. 154r _j3j_ 143 _F, _011.7 aal 1+09 127 1 Des .1, a io 228 107 103. Is I- __5T _� 7m- 7-7 775- 1 ass .14 _T,_& 225 ID5 161 174 36=, =,� ____ - DDAR 105 , 155 i 144 128 ROD Fl� -1212- 42-1, �7E *0, TURNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North PoM FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report — CWS-1059 April 27, 2015 Product Description: Series 620 Vinyl Horiz6ntal Slider Window, XX, Non Impact Manufacturer: Custom Window Systems, Inc. 1900 SW 44flAve, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5h Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards erformed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. I umer, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-1059, signed aiid sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3980-03 and -04, from National Certified Testing Laboratories, Orlando, FL, with testing performed: AAIMAIWI)MA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-1059 ' signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1059. Limitations of Use: This product: • May be used in product sizes with glass daylight sizes as shown in CWS-1059 • Achieves design pressures as shown in c ' omparative analysis tables in CWS- 1059 • Is non -impact and requires the use of shuffers in windbome debris regions • May not be used in the High Velocity Hurricane Zone 0 Requires glass types as shown in CWS-i059 • Requires ATN PVC frames with curred listing as AAMA 3 03 Certified Profile Licensee Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. '.-j No 9$201 0. --P STATE 0 F 4/27/2015 Lucas A. Turner, P.E. FL PE 958201 Lucas A. Turner 2015-04-27 oocment Title: Struc tural Performance Doc No: FIRM BI -0 2 Rev No: 7 Pagm I of. 1 *�gYSTONIZI Certification Authorization Report Required By: PRO BI-03 CAR & Product ID Number: 138 - 1328.0 Issue Date: 3/17/2015 Revision Date: 3/17/2015 Expiration Date:. 12/10/2018 Company Code: T38 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wallfroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keysbnecerts.com. I Licensee Information: I Product Information: I Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model: 620 PVC Flange Frame Horizontal Slider XX Operator Type: HS Config: All Max VVidth: 74 Max Height: 63 Referenced Standard: Product Rating: AAMANVDMAICSA 101/i.S.2/A440-08 I Class R-PG50 1880xl 600 (74x63)-Type HS Qualifying Test Information: Test Report No: Test 1 NCTL-210-3980-03 1 12/10/2018 Authorized Signature: Digitally signed by Steven M.Urich IP" P:� —C DN: cn=Steven M. Urich, o=Keystone 7 - erti ications, Inc., ou, e aiL—jurich@key5tonecerts.com, �—IJS Date: 2015.03.18 08:56:45 -04'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etteirs, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Docurnent Title: Structural . Performance Doc No: FIRM BI -02 Rev No: 7 pagm 1 01: 1 -;STOMJ:r YS ONIZ: Certification Authorization Report Required By: PRO B1 -03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 138 - 1332.0 4/24/2015 4124/2.015 3/21/2019 138. This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many facto'rs, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulatBs in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authodzabon. Only products bearing such a certification label shall be considered certified. The infbrmation in this report can be vedfied atwww.keystDnecerts.com. Licensed Information: Product Information: Custom Window Systems, Inc Model: 620 PVC Flange Frame Horizontal Slider XX 1900 SW 44th Avenue Operator Type: HS Ocala FIL 34474 Config: All, GS-3/16" Ann IG Max Width: 74 Max Height: 72 Referenced Standard: I Product Rating: AAMANVDMA/CSA 101/l.S.2/A440-08 I Class R-PG45 1880x1829 (74x72)-HS Pos DP=50 Qualifying Test Information: Test Report No: Test Report Expiration: I NCTL-210-3980-04 3/21/2019 Authorized Signature: Keystone Certifications, Inc. fli Digitally signed by Eric Rock 564 Old York Road, Suite 5 DN- cn=Eric Rock o-Keystone Etters, Pennsylvania 17319 —::;;2�.kCe�lfications, Inc, ou, -oNatt�Larock@keystonecerts.com, c=U5 Phone: 717-932-8500 Date: 2615.04.24 16:13:09 -04'00' Fax: 717-932-8501 WWW.KEYSTONECERTS.COM Doc=ent Title: Structural'Performance Doc No: FRM BI-02 Rev No: 7 Perim 1 Of: 1 STOvilliz: 110. STONAZ Certification' Authorization Report Required By: PRO BI-03 CAR & Product ID Number: 138 - 1332.0 Issue Date: 4/24/2015 Revision Date: 4/24/2015 Expiration Date: 3/21/2019 Company Code: 138 This Certification'Authorization Report (CAR) is issued by Keystone Cerfifications, Inc. (KCI) after full valiclaton review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factdrs, including installation, condition of the wall/roof substrate and the age of ffie product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certificallion labels to products, that those products are representative of the specimen evaluated and documented for certification authorizaton. Only products bearing such a certification label shall be considered certified. The. information in this report can be verified atwww.keysbnecerts.com. Licensee Information: Product Information: Custom Window Systems, In c Model: 620 PVC Flange Frarne Horizontal Slider XX 1900 SW 44th Avenue OperatorType: HS Ocala FIL 34474 C onfig: All, GS-3/16" Ann IG Max Width: 74 Max Height: 72 Referenced Standard: I Product Rating: AAMANVDMA/CSA 1011I.S.2/A440-08 I Class R-PG45 1880x1829 (74x72)-HS Pos DP=50 -Qualifying Test Information: Test Report No: NCTL-210-3980-04 Test Report Ex 3/21/2019 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Eric Rock - 564 Old York Road, Suite 5 DN- cn=ErIc Rock o=Keystone Etters, Pennsylvania 17319 E��Nertlflcations, Inc, ou, �mattgrock@keystonecerts.com, c=US Phone: 717-932-8500 f// Date: 2615.04.24 16:1109 -04'00' Fax: 717-932-8501 WWW.KEYS-rONECERTS.COM Docurnent Title: Structural Performance Doc No: FIRM B1 -0 2 Rev No: 7 paw 1 of. I Certification Authorization Report Recidred By: PRO B1 -03 CAR & Product ID Number: 138 - 1333.0 Issue Date: 4/24/2015 Revision Date: 4/24/2015 Expiration Date: 3/21/2019 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validabon review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many fact6rs, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a cerfification label shall be considered certified. The information in this report can be verified atwww.keyst:)necerts.com. Licensee Information: Product Information: Custom Wriclow Systems, Inc Model: 620 PVC Fin Frame Horizontal Slider XX 1900 SW 44th Avenue Operator Type: HS Ocala FL 34474 Config: All, GS-3/16" Ann IG Max Width: 74 Max Height: 72 Referenced Standard: --TProduct Rating: AAMA/\NDMA/CSA 101/i.S.2/A440-08 I Class R-PG40 1880xl 829 (74x72)-HS Pos DP=45 Qualifying Test Information: Test Report No: Test 1 NCTL-210-3980-04 1 3/21/2019 Authorized Signature: C, Digitally signed by Eric Rock DN: cn=Eric Rock, o=Keystone kiZertifications, Inc, ou, -effa—it--erock@keystonecerts.com, c=US Date: 2015.04.24 16:13:56 -04'001 Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM R HI HORIZONTAL SLIDER - NON -IMPACT r r sac UNIT ,EIGHT G,- MA)(. SASH HEIGHT GLASS TABLEOFCCWTE�s OENITLA, NOTES & �AIHONS—1 " CNARPSAGUU3NGDETAU-..-2 SECTION YIM&_ ___. EMUSIONS & B.O.C�= ANCHOR SCHEDULE & NOTES I INSTALLATICIN DETAIL— ......... --A LAN Kp 71 MAX UNII rGLASS A r �", ME IGHT I UNIT B HEIGHT x x MAX I SASH HEIGHT OLASS SILO A� I B I GENERALNOTESI 1.�EPROO�SHMNWSHSNISDESI�ED�WWFAC�RED TOW�YWfffl�ERMIDADU=WGCME(FGC),MRREM EDITION. 2. SWING OPTIONS: (SEE SHEET 2) 3.CDNFlGlJRXTONS:'W. 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE SEEM N LO�S BASED ON. TESTED PRESSURE AND BIASES TABLES ASTMI E 130001. -POSITIVE DES GIN WADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTME-130GO4. S. ANCHORAGE; ME 33 1� STRESS INCREASE HAS NOT SUN USED IN ME DESIGN OF THIS PROCL=. SEE SHEET 6 MR ANCHOR DETP,BS. WINDLOAD DURATION FACTCR �14 WAS USES) MR A. NOT APPROVED MR IMPACT RESISTANCE IMPACT PROTECTIVE SYSTEM IS REQUIRES IN WIND BONNE DURIS REGION. 7- AM FRAMES AND VEWS FULLY WELDED. 0. SERES I MODEL DESIGNATION H�0. 9. ME DESIGNATION X AND 0 STAND FOR ME FOMOWING: X . OPERABLE SASH 10. SECTION CALLOUTS APPLY TO AM ELEVATIONS IN A SIMILAR LOCATION. 11. �ERNNL WEEP SLOT � 511 (7 A 2-11T LOCATED 4 M' FROM BOTH ENDS. MAKUNIT 2011FLG��RAIL DESIGN PRESSURE RATING IMPACTRATING I SIZE 74"x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHE NONE 74"x72' YES 19M)SIN.DHAVE. =MFLOBDA3.74 WWW.mS.CC 620 PVC. HORIZ. SLIDER NON-IMPACr -- I Ipl Lucas A. Tumer 2015mO4-27 21:05-04:00 !X! STATE OF ... .... . ......... . . .z:z_ �ZQ015 LUCAS A. TURNER. P.E. FL PE 9 56201 1239JABARAAVE. NORM PORT. R 342N PK 941-3�1 574 ElEtIERAL NOTES AND ELEVATIONS 04=15 CW&1059 - -T- IEET 125 1 OF6 H.,kNIGEWULDIDWIDERIGNPRESSURES MR IMUU.SPLT�WITH ORD �t 1 DAN Mlht YlIft, W2 I M 1/2 1 431M 1 47112 1 51 V2 I 551M I SO V2 W MW�W��PMS�MR��SP��WIM WIdIh 35V2 39IR Qlm 47 IM 51 Im 551m 0112 0 " V2 .501-n Wl-75 �/-75 WI-75 wj-7S .501-75 WI-75 .501-70.6 —.w7-75— ..I�A 47112 +501mm wT.Ts- �,n .50,41 51112 +S)1-7� +WI-75 �1-75 WI-75 I TC5 -TW— 475 -TWr— 17 -7W- 1�4 SS I'S +501an .01-75 .501-75 WI-75 w 1 -71 .1�68.6 .9)1�54.4 59112 .50,�SA ..l. .1. +50 1 �1.3 w 1 55.8 W/41.8 SS 112 wF4-1i .501 �9 wl-m.s +49.5jAA5 87 V2 WF-7q.-1 -.4-7-sT4T.s- -7a-27-�-- --4W- T�— -;a-T-�- -;48 �2� -;&-T�-- --W-T�— -7ZW:gr .79T= -;A�- � � -;ZT4Y- —ZT�- RNWINWWWJW.IMTOMLMW.DMtGNPRMU�MREQUALSPUT�WIM QLASSMESCMD I 9swo SW.THAVE. OC�FLORIDAS4474 WAAN.�LOC IW ANNEALED W TEMPERED .N' AIRSPACE wtr AXtSPACE f 620 PVC I?V ANNEALED IW HAIPERED HORMSUIDER SIKAFLEX W FUFLFEGTOZ� NON-IMPACr r TFFFFFM-. GI-ASSTYPEA G�Ss TYPE B FIT OVERALL VIV ANNEAUSID 71IW AIRSPACE SIKAFUEXmOR PUFFECT QLAM — I A, GLASS SITE WIdIh 1 S5112 I 3SV2 I Q112 1 47112 1 51IN 1 551M I 59vi st vz I n SUED TYPE C GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SEE. 10 OVERALL .� TEMPERED VIT AIRSPACE wr TELPEREO SIXkFLE(.OR PURFECTGUIZElT ---- f AA, CLASS SITE NA 53201 STATE OF LUCAS A. TURNER, Pl. R. PE A U201 1239 JABARA AVE. NORTH PORT, Fl- 342W PH.0414M1574 WK 1 04�15 SHEET 20F6 SECTONVIEVIA-A ALTERNATERNFRAME ITEMS NOT SHOM FCRI CLkRpry�. 7�8,10.IZI�16&21 SECTION VIEW B-B SECTION VIEW C-C ATG FAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 63- 620 PVC HORIZ. SLIDER NON -IMPACT STATE OF 144 0. ". ".0 4W=15 LUCAS A. TURNER. P.E. R PE 4 SS2Dl 1239JASARAAVE. NORTH PORT. R 34288 PH.941 38�1574 SECTION VIEWS EMK �15 CWS-1059 HEET 12 3 OF 6 LINE ITEMS NOT USEMI NOTE: ALL EXTRUSIONS ME ALUMINUM M0-T6 UNLESS 0714EPWISE NOTED. PVC MAIN FRAME - 11�1 V PVC TOPMTM MAL - K�I 4D CORNERCONSTOU=N 1IMIWf0THAllE, % OMLA.IWUDA�74 W",=,M Z..E..E. 620 PVC HORMSUDER NON -IMPACT PVGINTERLOCKRAIL-H�13S PVCDRAWRA�-6139 ALIUMINTERLOCK-�l PVCGLADNGGEAD-G-6141 ALUM REINF. - ALUMREWF.-S-2M ALUM RENE - �2005 ALUM REM. - S-20M Q7=15 �Psfwol LUCAS A. TURNER, P.E. ALUPARCULERTRACK-S-M30 ALUM EXT. REINF-&NII PVC WVER - P-wo 1239 JQARA Av� NORTH MRT. R- 342M PKIM14�1574 cw&io% SHEET F-12 1 40F6 ANCHOR LAYOUT - WON NOTETHRUFRAA� WB FAIL NOTES: 1. N�TALLONEANMDR AT EACH WISTALI-ATION LOCATION. SILLANCKOR SPACNG�E AS HEAD. 2. SHIM ASA� AT BACHINSTALLATIONAMCHOR USING UCADBFMWG SHIM& MAX ALLOWABUESHIMSTA" TO BE Ill. ME SHIMS WHERE SPAM GREATBRTHANUM' IS PRESENT. LOADBEARING SHIMS SI-ALLBS CONSTRIUCTED OF HIM DENS" PLASTIC 08 BETTER. WOOD SHIMS ME NOT ALLOWED. 3. ANCHOR TYPE. SVC 60ACING AM EMMGMGNTSHAU_ 06 AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEETS. 4.AUL INSTALLATION ARMORS MUST BE ME OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR NATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHAUL AS IN ACCORDANCE WITH ANCHOR "NUFACIPMERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHAUL HOT 86 USED IN SUBSTRATES WITH STRENGTHS LESS THAH THE MINIMUM SPECIFIED IN TABLE 1. MEET 6. 6.AWWREMSEDM�TOS�S�TES�BEBE�W�ORESSWGMSWCM. FOR CONCRETTUCMU OPENINGS, EMBEDMENT SHAU. BE BEYOND WOOD BUC)(S. IF USED, WO SUBSTRATE - IXBM*CI ME OPTIONAL. 7.AMMMM��R-T�WAOM�BEMWNNED�E�AUF�UNMS:3-��Y.1'�W���TAL. 9.S�OMO�HNOSIMMMESMRO�WA�RESI�MCE�WST�TON�MBEMNEBYO�RSMUOWNG�EC�WVMS��THE��E��s: ��IOD(FNWWWWS),MN�MK�EWNWWS), F�DMM�XWI�WS),�M.I�DLM3W[��R�RS) 0 00 .NWSVSTI!1�11 E(O '.EW "THA�. O�FUORDA�74 WWW'CWS= 620 PVC HORESLIDER I NON -IMPACT Ir �V. STATE OF 1 0 No. .z::r— �7mi!5 LUCAS A. TURNER. P.E. Fl. PE 0 0201 109JMAMAVE NORTH FORT. F� 34M PKMI-380-1574 ,NCHOR SCHEDULE AN[ NOTES .w Z:IK "mtIls OW&IO59 SIEET 120 5 OF 6 0 SEA�SSHWD H,%NGEBYINSLk_UER SE&UMV BEHIND f-AN VERTK�AISECTZN TABLE 1: APPROVED INSTALLATION FASTENERS RRAMETWE SUBSTRATIETWE ANCHOR TYPE JAN. w8mmw MR. ME MST. TLVW—E CONCRETE (10 KSI MIN.) xior M TAMON 1. 1.1'r RJkNGE HDI_UDW OR GROUTRLLED CMU (117 PCF UK) WIT ITIN TAPOON 1. "NGE ODNO31ETEMBSKSIMR) Tir ELOO ULTRACON 1. R-ANGE HDU_OWI,GROUT�Il_UEDCUU(ASWOM 1114' 2 tr %-Va. HLANGE 610WOODSOIEW I w R_AN(M 15GAUGE01�11AMSMELSTUC M KSI YIELD MR MKS SE�ZRILLING SCREW FULL THREAD THRU... 71'r RLNNGG Im. ALUM (�B mm) Qi TIT STEEL M ICH UK) 9loGPVU[E5SEUF`TAPPm/ DFULUNUSCREW FULL THREAD THR1.10.U!T 71ir F" �m MR. WOOD SCREW I.—W BY OTHERS IM SHW, T IS SEETASUE1 .1 ��ZONTAI..SE.-Xa ..RN E NOTE: ADDRIONN. MRU-�E ANCHORS (AS SHOWN IN DET. M) REqD AT VTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. ECTION S1U��RSlU_AN[)"BSF0RWXINSTAULkTK)N R.ANGE IMUOVAL ROM PARTIALLY OR MLLY REMOVNG ME R.ANGF, UP TO AND INCLUDING A BDX-�E APPLICATION IS ACCEPTABLE PROVIDED: INSIDE AND OUT. NU PERIMETEP, BY INSTALlfill - PRODUCT ANCHORAGE IS IN ACCORX)ANCE WITH REQUIREIVEIVI'S AS SHOWN MR RLANGIEWINDOM 620 PVC HORIZ SLIDER NON -IMPACT F�. N. SS201 STATE Of AN' LUCAS X TURNER. P.E. FIL PE 168201 149 JAEARA AVE. NORM nRT. R 34268 PH.941-M-1574 E �E.� INSTALLATION DETAILS C, - 1059 VIM 12 6 OF6 Florida Building Code Online 11/26/18, 8:21 AM BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publia,tions Contact Us ECIS Site Map Links :Search Product r le, USER: Publ Product Approval Menu > Product or Application Search > Application ust Search Criteria Approval Ic User Code Version 2017 FL* 17355 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Q..ir,h Rp..,It. - hrmli,.tirm. fl-A IKPA ma—"facturef: Validated By. Status FL17355-R3 Affirmation Custom Window Systems Inc. Steven M. Urich, PE Approved Histoa Category: Windows (717) 317-8454 Subcategory: Horizontal Slider -APPTI DY JbJ`K. APPrM IS DY UBPKSnall be reviewed and replied by We PuL anavor me L04nalission it necessary. Contact US :: 2601 B1,lr Stan, Read Tall,h,sspa FL 32399 Phone- 850-487-1824 The Saba of Florida Is an AA1EE0 employer. Copyright 2007-2013 State of Florda, :: Privacy Statement :: Accessibility Statement :: Refund Statemen Under Florida law, email addresses am public records. If you do not want your e-mail address released In response Up a publlorm:ords request, do not Send electranic mail to this amity. Instesid, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, lloensees licensed under chapter 455, F.S. must provide the Department with an email address If May have one. The emalls provided may be used for officlal communication with the licensee. However enroll addresses am public record. If you do net 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 am a llcensec� under chapter 455, F.S., please click hCeg_. Product Approval Accepts: M = 99 RE M https://floridabuilding.org/pr/pr_app-ist.aspx Page 1 of 1 Florida Building Code Online 11/26/18, 8:21 AM Z� UK BCIS Home Log In User Registration Hot Top]. Submit Surcharge Stats Facts Publkatlons ConUct Us BCIS Site Map Links Search ri Produi�,Approval USER: Pub Tc User Produft Ammayal men, � product or, Application search I Application Ust Appll"t]Gn Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17355-R3 Affirmation 2017 Approved B9 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 EXt 291 jlathrop@cws.cc Kevin Pine kpine@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (3S2) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider Certlflcatlon Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE C) Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/l.S.2/A440-08 ASTM E1300-04 YCRE 2008 2004 hitps:llfloridabuilding.org/pr/p�_app_dti.aspx?param=wGEVXQwtDqsRyNw!NWDrY*/�2btGxBTDFNwhGlKdUdLPi4KcHgrX911*/`2bug�/*3d�/*3d Page 1 of 3 Florida Building Code Online 11/26/18, 8:21 AM 01 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 ()Yes ONo C)N/A Product Approval Method Method I Option A Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FEC Approval Date Approved 09/15/2017 I Fli. # I Model, Number or Name I Description I 117355.1 1 HS-620 Vinyl Horizontal Slider XO I HS-620 Vinyl Horizontal Slider, XO, Non -impact. 1 Limits of Use Approved for use in HVHZt No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63' and 74" x 72". See Installation details for DPs. Glass complies with ASTIVI E1300-04. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1315.r)d FL17355 R3 C CAC CAR 138-1316.pd FL17355 R3 C CAC CAR 138-1334.pd Quality Assurance Contract Expiration Date 10/16/2018 Installation Instructions FL17355 R3 11 CWS-1031A (1-15-620, XO)j)d Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1031A (HS-620, XO),od Created by Independent Third Party: Yes 117355.2 1 HS-620 Vinyl Horizontal Slider XOX I HS-620 Vinyl Horizontal Slider, XOX, Non -impact. I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- 1/4. See Installation details for DPs. Glass complies with ASTM E1300-04. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1341.od FL17355 R3 C CAC CAR 138-1342.vd Quality Assurance Contract Expiration Date 03/30/2019 Installation Instructions FL17355 R3 11 CWS-1067 (HS-620, XOX).gdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 93 AE EvalReo CWS-1067 (HS-620. XOX).. d Created by Independent Third Party: Yes 117355.3 1 HS-620 Vinyl Horizontal Slider XX I HS-620 Vinyl Horizontal Slider, XX, Non -Impact. I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See Installation detail for DPs. Glass complies to ASTM E1300-04. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1328.0 FL17355 R3 C CAC CAR 138-13�9.ocl FL17355 R3 C CAC CAR 138-1332.r)d FL17355 R3 C CAC CAR 138-1333,r)d Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R3 IT CWS-1059 (115-620. XX).[)d Verified By: Lucas A. Turner PE-S8201 Created by Independent Third Party: Yes Evaluation Reports FL17355 U AE EvalRep CWS-I059jH5&M_ZZjpff Created by Independent Third Party: Yes https;lifloridabuilding.org/pr/pr�_app-dti.aspx?param=wGEVXQwtDqsRyNwiNWDrY`/*2btGx8TDFNwhGlKdUdLPi4KcHgrXg]1`/*2bug`/`3d*/`3d Page 2 of 3 �IoKda Building Code Online 11126/18, 8:21 AM FBnck FN..�t Contact Us ;; 2601 Slal, Stone Road- Tallahassee R 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. Convrloht 20117-21113 grate of Florida, :: Privacy Statement :: Accr�sfibllitv Stateman :: Refund qtateman Under Florida law, email addresses am public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant W Secdon 455.275(l), Florida Sicatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for oflicial communication wiff, the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public. To determIne If you am a licensee under Chapter 455, F.S., please clIck hgLp_. Product Approval Accepts: https:llfloridabuilding.org/pr/pr-app-dti.aspx?parammwGEVXQwtDqsRyNw!NWDrY%2btGx8TDFNwhGl KdUdLP14KcHgrX911%2bug%3d%3d Page 3 of 3