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GOtSNTY , In - DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) DEC 0 6 W8 MUM-DADE COUNTY PRODUCT CONTROL SECTION County, Permitting 11805 SW 26 SftM Room 208 Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 www.miamidadaeovlecanomv L accaa�wanauc. Hickmor: StreetBY Sk Laurent, Quebec, Can 6 St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County)' and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the 'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is -approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci �yr�ricane �Zone _ �� DESCRIPTION: Serie "GenStorm" Outswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. ADI - tt ed "Genstorm Outswing Steel Door System - LMP', sheet I 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 Waag, 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 Im act Resistant Limitations: i. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Ma2L Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Tue. North American Doors Corp. 4950 Hickmore 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". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is disp�be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b�Vgba t or its distributors and shall be available for inspection at the job site at the request of the BuildirrrOffieial- _ a qq �f'� This NOA revises NOA #15-0825.04 and consists of this page 1 and evidence pages E-1 `3s QvC� roval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanddar, P.E. �e file c®p 7 , Not:. 0 �] MIAMFDADECOUPM ExpiratiOn 3B_ A roval Date - cop j, Gensteel 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 - LMT', 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 912-022334 /#10-1203.02/905-0127.11) 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 madred-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(PMKI77T 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 09114/09, 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(5's 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. IVLITERL4L CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). r F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 08/20/15, 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_ Ishaq I'Chanda, P.E. Product Control Examiner NOA No.17-0803.0I Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07/14/15. 2. Test proposal No_ 08-1489, issued to Genteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, 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 - LMl", 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. B. 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 n 1. Statement letter of conformance to FBC 2014 (5' Edition) &FBC 20 t7 6m Edition) ted 05/16/17, prepared by MCY Engineering, Inc., signed and sea e y aping ang, .E. G. OTHER 1. This NOA revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER Isbaq L Canada, P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 9avA- MAX (FRAME VADTH) 95 TB• MO - (DOOR OPENING) A C y ;: �• IN T•� ":�� Il y• .4, ••�: �F•4 OETMox '•N'.`7 1 �' SHEET, •'RMCYIyE• .-ncTNE• - LMMICHOoSPOR CHORIMOYW ONLY ey`12•�IVBE lYt0. 4�1•WTD CONCOR MA%.14 SILLCORNERS MA)(. ( ) ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION - P0.LWaeuromaen DESIGN LOAD IFORBIiEu6NTtlI F9WEM6My1ER 65.0 +D feCl \1 65.0 PSF 85.0 PSF • Urn •E• to C �? N6 •• '�FJGIUMICNMFOR AFA:IaRwrovrocD aw.v Wz W B ZU OZ SEEANCXOR ♦•.••ajlcX •f-t�! DBTUL Dx SIEET] ACm$E • a' —'k W xJ u N �4) S�-MN(. 12• nHC11ORTYPEFOR �' 61LLCORNETtS Ix)4f•INT000NG ^¢�I 0 SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY 41 y4• MA%, "(PPNEI`MDTH) SERIES GENSTORN OPAONE OU}31NNG STEEL DOOR IL.11 is - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY YAM ME -ULTIMATEDE9IGHLOAD OBTAIxEO fROM ASCETnO. NLILTIPp Y REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE(2017) INCLUDING BY0.6. SMALL RE LESS TRM'OR EQUAL TO MAX DESIGN UNI w �� HIGH VELOCITY HURRICANE ZOON•E(IMIZ�. IN THIS OIN:UMENT. ml- on gnu`DOOpS'�M1m FORIARGEMISSILE IMPACTAND OO NOT REQUIRE SHUTTERS. -2TLV.00DBUCKSBYOTHERS MUSTBEANCHOREO y13 PROPERLYTOTRANSFERLOADSTOTHESTRUCTURE.r -DOORS APPROVED FOR INSTALLATIONS WHERE WATER NFlLTMNON RESISTANCE . IS NOTPECUIRED.(SINGLE ROWSEUFADHESIVE CLOSED CELLFOAM TAPETO-AL¢DOUMTIONFACTORINMLOWABLESTRE351SUSED BEAPPLIEDENTIREPERIMETEROFFRAME). ' INDESIGNOFANCHORSINTOVMDODONLY. -ANCNOR95HALLBEAS l6TE0. SPACEDAS SHOWN ON DETAILS. -DOOR PANM:MIN.23GA(U.W9j BTEMILN. Fy-59 MINN. ANCHORS WDEDMENTTO BASE 1MTERML SHALL BE BEYOND WALLORESSIMO ORSTUCCO. -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARENDT PART OF THIS APPROVAL _ -MATERU S INCLUDING BUT NOT LIMITED TO STEELMETALSCREWS THAT COME INTO CONTACTW K OTHER DISSIMILAR MATERMLS SHALL MEET THE REQUIREMENTS OF THE 6M EDITION FLORIDA BUILDNG CODE (2017) SECTION AS APPLICABLE. -METALSTRUCTURESNOTSYGENSTEELDOORCO, MUST SUPPORT LOAM IMPOSEDBYODORSYSTEMANDl WSFERTHEMMO EBVIWINGBTRUCTURE. Fw55 01 MIN. DOOR FRAME: MIN.15 GA(0.0401 STEEL MIN. Fy 46 K51 MIN., Fw$D MI MIN. -DOOR PANEL STAINLESS OPTION: 20 GA- (0.4]9) STAINLESS STEEL DOOR PANEL MEETING MIN. Fy • 55 KSL Fw5] K51 MIN. OR BETTER MAYOUALIFYMMNG-MILL FICAT MAVERIFICATIONOF THE AVAILABLE MIN. YIELD STRENGTH. DOOR FRAME STAINLESS OP OM: IS GA IO.W6j STAINLESS STEEL DOOR FRAME MEETING MIN NY a 46 MI, Fu,n KSI MILL OR BETTER MAY QUALIFY HAMNOT [I-CERTIFICATE7A5 A VEW FlCATION OF THE AVAILABLE MIN. YIELD STRENGTH. NOTES• EGRESS REQUIREMENTS TO BE RENEW£O BY BUILDING OFFICIAL 9Ino 1011imilill OPTIONAL EMBOSSED DOOR LEAF PATTERNS: uy25all PIROLUJ TYEVIrm n grapy* FPiH the FTXNS immin c4<�nv I?-0yp3•o� 'esp"fIF OMF. TUl V b V, 2o7.O In�ItT (i!N' -YIPNC WING. P.E. FLORIN REGISTRATION PE 055983 CAN, 28677 �� 09lTOE R0. .. AD Lo. .. _ SHEET 1 OF B O PRMD NG GULI TO BEMRIwFD 0 W ts Za a 0 O O K F / CONCRETE HEAD DETAIL fi FpiGPRI£ttOI INIT FOR a S � �. 111 INSTi IN. �EDGEDISTa w� TYPICAL THRESHOLD t—,') M)FDFORWATERRESISTANCE � O 211 w E( HEAD DETAIL A FIXWNHECVM UItT m x11 all W O Fw- HEAD DETAIL A O w 15, HEAD DETAIL /fi m w u'S HEAD DETAIL A iQI G0.91E WJP W.l TYPICAL ANCHORS (d THRESHOLD: TYPE F.1 1/4" OR 5/16- DIA. ULTRACONS BY'ELCO' FY a 155 KSI Fu . DIRECTLY INTO fG=3000 PSI MIN. CONCRETE 1.12" MIN. EMBED u - 2-12" MIN. EDGE DISTANCE TYPE F.2 1/4"TAPCON BY ITW FY=90 KSI Fu=120 KSI 9 DIRECTLY INTO fdm3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-12" MIN. EDGE DISTANCE SEALANT: ALL FOP 9PAtluO jL OPTIONAL THRESHOLD! o\ WITHFRAMESILICONE JOINTS ANDCORNERS TOBE SEALED j WITH SCREWS WITETER H MIED FCR WATER RESISTANCE � T ALL BCREN55EALED N7TN GE SILICONEII ANCHOR @ JAMB BOTTOM CORNER: ANCHOR 0 REMOVABLE MULLION BOTTOM: ANCHOR (c) REMOVABLE MULLION Ti TYPE F.3 3/16" DIA. ULTRACONS BY'ELCO' Fr-155 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 fd=3000 PSI MIN. CONCRETE DIRECTLY INTO fG'=3000 PSI MIN. CONCRETE CRS) OR STIST 1-12" MIN. EMBED, 2-12" O.C. 1-12" MIN. EMBED, 1-3/4. O.C. DIRECTLY INTO fd=3000 PSI MIN. 2-12• MIN. EDGE DISTANCE 2-12" MIN. EDGE DISTANCE CONCRETE 1-1/2" MIN. EMBED, 21/2" O.C. 2-12" MIN. EDGE DISTANCE /AGBUCFCamb NOV 15 2017 ❑PING WANG. PE. FLORICA REGISIRNTION CAPE 6A /551111 N: 2 B R All m; a 0 DOOR JAMBMEADFJ2 TO BE 3000 PSI GROUT CONCRETE BLOCK 1 FILLED WHEN WIRE ANCHORS ARE USED VON DUPRIN LOCK OPTION 1 .06 ACTIVE SURFACE- I-(SEESHEET e) VERTICAL ROD INACTIVE 3 ^ {{ II 1 a ( I4I4 ANCHOR TYPE FI 0,!2 1 I'1V'DIA. ULTRACONS 4(1-' EMBED) 2-}'E.D.3000 PSI 1/4"MAX. 133 EXTERIOR O SHIM SPAC II GROUT FILLED 16 IVES SURFACE- 12-14x7/8"SCR EWS #0x 1"TEK SCREWS Q lii �i WIRE ANCHOR BOLTS 12" O.0 II I I I I - (SEE ELEVATION DOUBLE DOOR OPENING WIDTH = 96' MAX. 18 GA STEEL FOR SPACING) (SEE SHEET I) 44"LGANGLE =� 6G: ate. DOUBLE DOOR FRAME WIDTH =99 WW MAX. (SEE SHEET 1) SEE SHEET 3 FOR ` �i 0: TYPICAL ANCHOR . yi W IS ELEVATION MIN. NACTIVE ACTIVE --VON DUPRIN MORTISE "L 2 p MBEDMEN 8 EMA ANCHOR ���--- FOR SPACING AT EA. ANCHOR LOCK OPTION _ / PANIC DEVISE 3e• ` im B I 1 IVES SB 453 SURFACE --(SEE SHEET 6) �� n o SEE SHEET 1) MOUNT FLUSH BOLT W N -' N W 7........ -.. ._ . >------------- � `----'-- - /`1 OPTIONAL BOTTOM CORNER ANCHOR DETAIL w µ�. L O Ci ru•, ;..... LU IX a z chi z h w 0 0 ' i �I i i!� f N SHIM SPAC O 9 EXTERIOR 5 14 el/ 1RODUCTYEvi N i^ �RrPIYM wW tls M3e/14 L Eon HINGE JAMB DETAIL li afff METNG STILE DETAIL AwIpW_ft1 -40 `4'f g OPT� OWQLOCK # qv ua E $- woll gg v TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) (oil JAMB- F N J� MEGA. ULTRACONS 6Y'ELCO' Fv=15E K51 Fu =177 KSI TYPE D. 3!8"CIA POWER BOLT By 'POWERS' •• 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE O ¢ In hn In TYPE At DIRECTLY IWO 2BY WOOD BUCK DIRECTLY INTO fd-3000 PSI CONCRETE 3 C TYPEA2 DIRECTLY INTO V-3DXI PSI CONCRETE 2-1/2'MIN. EMBED^, P� 1-12'MIN. EMBED 3'MIN. EDGE DISTANCE O W Em 2-10 MIN. EDGE DISTANCE 0K P- TYPE E. SM6' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI OR ST/ST O 0IB'DIAHLC SLEEVE ANCHOR BY'HILTT INTO METAL STRUCTURES(STEEL OR ALUMINUM I/B'MIN. THICK.) �j Or a TYPE B.1 DIRECTLY INTO fd=3000 PSI CONCRETE, 3• MIN. EDGE DIST. 5/6° MIN. EDGE DISTANCE nQV. ;�, 2,017 01 Z z TYPE B.2 DIRECTLY INTO fm'=2000 P31 CONCRETE BLOCK 8-72' MIN. EDGE DIBL STEEL: Fy - 36 KSI MIN. .: ' 1-1/4^MIN. EMBED ALUMINUM: 606346 MIN. tIPWC_W,WC.. FLORI64'REGiSfRATON wrz 3f6^ DIA SLEEVE ANCHOR BY YJEJ-IP (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PE #55983 TYPE CA DIRECTLY INTOfc'=4000 PSI CONCRETE, 2-3/6^MIN. EMBED TYPE G. W7REANCHORIFv =60 KSII M1rv.iU W GA'N.--n67.7NG :.^ ma TYPE C.2 DIRECTLY INTO W=2000 PSI CONCRETE BLOCK, 1.1/4'MIN. EMBED 0.173 DIA STEEL WIRE ANCHORS EMBED INTO 3DOD PSI CONCRETE BLOCK . _ 2-W MIN. EDGE DISTANCE (HEADER/JAMB TO BE GROUTED WITH 3010 PSI CONCRETE) ' IJWMI DME COUNTY-'.!l.•/:!/ r 11i3, (2) #12 SMS HC822 MULLION REMOVABLE MULLION W/REINFORCEMENT ti SEE SHEET 3 FOR _ MIN. IIITYPICAL ANCHOR MBEDMEN (SEE ELEVATION .-@EMAANCHOR IVES S13453 SURFACE BOLT LOCK OPTION FOR SPACING �! AT EA. ANCHOR OR IVES FB458 FLUSH SO (SEE (SEE SHEET 6) SEE SHEET 1) II h S INACTIVE 75 j ACTIVE VMAX. � 18 - 0 3 3� 3 14 SHIMIM SPACE EXTERIOR [LJi w J HINGE JAMB DETAIL (� N, l! MEETING STILE DETAIL D LOCK OPTION #3. #90R 010 SHOWN SEE SHEEP 3 FOR 8 EMAANCHOR °�Tv tt �AT EA. ANCHOR LOCK OPTION (SEE SHEET 6)— FU • 2E" FULL LENGTH TYPICAL ANCHOR (SEE ELEVATION ' 7 ACTIVE 7FOR STEEL BAR A-36 INACTIVE ��O SPACINGy SEE SHEET 1) r 1/4" MAX. lY" _A v @ j IV SHIM SPACE EXTERIOR HINGE JAMB DETAIL /'+ MEETING STILE DETAIL D lJ LOCK OPTION # 4 SHOWN 8 EMA ANCHOR SEE SHEET 3 FOR w AT EA. ANCHOR (2)IVES SS 453 SURFACE MOUNT LOCK OPTION TYPICAL ANCHOR j ACTIVE FLUSH BOLT INACTIVE (SEE ELEVATION ¢ V & BO�Tf)OP r—(SEE SHEET 6) FOR SPACING SEE SHEET 1) V 114" .. / SHIM SPACE '�1' HINGE JAMB DETAIL 22 PEMK0375 ASTRAGAL W/ SPONGE NEOPRENE EXTERIOR :`AD10-01 6A�1 / OF 8 8 EMA ANCHOR ,BQEMA ANCHOR SEE SHEET 3 FOR AT EA. ANCHOR LOCK OPTION �T AT EA. ANCHOR B SEE SHEET 3 FOR TYPICAL ANCHOR ❑ h % `"VON DUPRIN" 9875 PANIC DEVICE r(SEE SHEET 6) TYPICAL ANCHOR (SEE ELEVATION ''O ❑o % 1 INACTIVE I SURFACE ACTIVE (SEE ELEVATION MIN. FOR SPACING I I -� CVR� VERTICAL RO FOR SPACING) SEE SHEET I) EDM M .... ..� .. ��i , a, N w E BE ME I! } ( d� i 1 t ¢ ¢ ❑ i L 4 w I I ' a t I 1 i 19 I. I �0O 0 om 11" MAX. • / _ m U W nry i SHIM SPACE tg 13 O' EXTERIOR 1/4'MAX, nO 9 SHIM SPACE HINGE JAMB /'� MEETING STILE DETAIL--- STRIKE JAMB DETAIL DETAIL l! LOCK OPTION # 6 SHOWN D E B EMAANCHOR SEESHEET 3 FOR ��M NCHOR 2f $ C] SEE SHEET 3 FOR AT EA. ANCHOR TYPICAL ANCHOR AT FA. AN OR' III z W TYPICAL ANCHOR 'VON DUPRIN" 9875 PANIC DEVICE I (SEE ELEVATION W 0 �n MIN.MIN. Z o (SEE ELEVATION MBEDMEN SURFACE LOCKOPTION IVES SB 453 SURFACE j FOR SPACING) MBEDMEN (7 i `�' 0 FOR SPACING i i, -- VERTICAL ROD/ (SEE SHEET 6) /-MOUNT FLUSH BOLT l W - a SEE SHEET 1) f; W INACTIVE /� ACTIVE j f 2�00 w oOo a( ( f ),I�w. i C- z`�'i x UmU C 5 TUJ'mU w u+m 1/4' MAX. �Jf 3 4 4 4 75 1/4° MAX. L o v°r SHIM SPACE�4f- 3 EXTERIOR SHIM SPACE W ° HINGEJAMB /'� MEETING STILE DETAIL STRIKE JAMB DETAIL N DETAIL lJ LOCK OPTION # 7 SHOWN D E N �� jjj@EMA ANCHOR SEE SHEET FOR ©EMA ANCHOR m ° SEE SHEET FOR / AT EA ANCHOR TYPICAL ANCHOR AT EA. ANCHOR / NON DUPRIN" 9875 PANIC DEVICE % s PICAL ANCHOR MIN. LOCK OPTION ( (SEE ELEVATION ° MIN. -' OJ BEE ELEVATION INACTIVE SEE SHEET 6) ACTIVE I w n, ( BEDMEN I CVR-) CVR L_ FOR SPACING) MBEDM N W FOR SPACING ° I I- I sn SEE SHEET 1 I ) (�� 1 I � Z NM I �l '� N y W i' - I !n' p Is i I- y 0 W E4 o 'oJno19 I-L-z_!` I i v i 8 ... I I i i ZOZL 0 o o" ul UmU- I OJO ❑y m 0 ' U w Z 1/4" MAX W 114°MAX. EXTERIOR I SHIM SP '�_ "`���'�U SHIM SPACE HINGE JAMB �+ MEETINGSTILE DETAIL D '° ,�.�•�, l.i STRIKE JAMB DETAIL LE 'ORI�' DETAIL LOCK OPTION `pyOHIw,BEGI TION ►$ODUCl BEVL40 pp �Syp03 � wm m-m-ii c�t MN Dr C&H:2667a a,..� . Amido Nr .0 r "• 22 PEMKO 375 ASTRAGAL W/SPONGE NEOPRENE 4 .4 C�; " AD10-01 MAMI OPDE COUNTY �'11ii!I i�k`" 9HEEi 5 OF 6 OPTION 1 LOCK OPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL M ACTIVE LEAF: CAN APPLY TO SINGLE DOORS op y g VON DUPRIN 982TEO SURFACE VERTICAL ROD WITH 8229 STRIKE USINGSIX"x25mm(11 MACHINESCREWS ANDTVD#144Smm OPTION 5 °�ww (r) MACHINE SCREWS SEALED WITH GE SILICONE OACTIVE LEAF: 'WES' SM53 SURFACE MOUNT MANUALLY OPERATED FLUSH 'PRECISION' HCZ300 MORTISE PANIC EXIT. SURFACE MOUNT BOLT. TO BE FASTENED NTH (2)10x 1-V3' TEKS SCREW F(2) 14a1 MANUALLY OPERATED FLUSH BOLT AT TOP AN D BOTTOM. - IAW MS WITH (4)10 x 1-114' FH SMS INACTIVE LEAF: INACTIVE LEAF: VON DUPRIN 9822EO SURFACE VERTICAL ROD WDH #229 STRIKE DOOR EDGE CONSTRUCTION USING SLK#9a2Tmm 1 MACHINE SCRENGANDTNO#14x25mm 'PRECISION' HC280000NCEALEDVERTICALROD.SURFACE (� MOUNT TWO POINT LOCK SYSTEM WITH 'PREGSION' PANIC ( MACHINE SCREWS SEALED WTTH DEVICE LOCATED 47 FROM BOTTOM WITH (4)10.24x14/4- 'GE SILICONE IT OH MS 'NET SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE DOUBLE DOOR SOLTTOBEFASTENEDWITH(4)12a1-UPFHMS OPTION 6 o PEMKO 0375CR OVERLAPPING ASTRAGAL HINGES: STEEL MORTISE HINGES 4 PER LEAF. n� u ACTIVE LEAF: LOCATED AT 94' MAX. FROM TOP OF DOOR TO °!'R E 'PRECISION' H62800 CONCEALEDVERTICAL ROD. SURFACE CENTER LINE OF 1ST. HINGE. AND TO BE SPACED U �� OPTION 2 MOUNT TWO POINT LOCK SYSTEM WITH'PRECISION' PANIC OUT NOT TO EXCEED 37-15/1W FROM CL TO CL O F ?q „ DEVICE WTM(s)1026a1-1N'. LOCATED 39-f2'FROM BOTTOM HINGE. TO BE FASTENED BY#12-24 x J'FLATHEAD ACTIVE LEAIW 9F: INACTIVE LEAF: MACHINE SCREWS. Z a NDUR875 MORTISE EXIT WITH(2)8d2 x 81B• FH MS. 'PRECISION' HC22M SURFACE VERTICAL ROD. SURFACE MOUNT 2� N LOCATED 33-WC FROM BOTTOM TWO POINT LOCK SYSTEM WITH'PRECISIOW PANIC DEVICE WITH WM y (4)10-24 x 1-IN' OH MS. LOCATED 39-1?FROM BOTTOM SINGLE DOOR Zu INACTIVE LEAF: D),SURFACE MOUNT METALLIC STRIKE PLATEAT HEAD TO HINGES: STEEL MORTISE HINGES 4 PER LEAF, rraa `WES' SB453 SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH (2)1M-N FH MS LOCATED AT 11�/4' MAX. FROM TOP OF DOOR TO 00 <mSURFACE fi PEMKO 43 5CR OVERLAPPING ASTRAGANED NTH LCENTERa 1-v4•FH MS CENTER LINE OF 1ST. HINGE. AND TO BE SPACED W N^ OPTION 7 OUT NOT TO EXCEED 25-5/16' MAX. FROM CL TO CL >� OFHINGE.TOBE FASTENED BY#12-24X}' U y ACTIVE LEAF: FLATHEAD MACHINE SCREWS. f •PRECISION" H62200 SURFACE VERTCAL ROD. o>d OPTION 3 4)10.2tx1-1M'OH MS. LOCATED 3934' FROM BOTTOM m9 \ INACTIVE LEAF: x ACTIVE LEAF'NES' SM53 SURFACE MOUNT MANUALLY OPERATED FLUSH •SARGENT' BSO SURFACE MOUNT MORTISE LOCKWITH BOLT. TO BE FASTENED WITH(4)12x 1-1/4'FH MS ACTIVE LEAF: s Em DORMA' CL50 SURFACE MOUNT METALLIC HANDLEAT 39112' eee pppBBB HANDLE. WITH SURFACEMOUNT METALLIC DEg0.BOlT. FROM BOTTOM WITH (2)#8.38 X Wa- PH MS AND (2)" X Nil- FH �' �I o e.�{ LOCATED 38' FROM BOTTOM WITH O) &32 x�" FH MS MULTI THREAD SCREW. INACTIVE LEAFOPTION 8 'DORMW DSWO SURFACE MOUNTMETALUC DEAD DOLTAT45 : In' MOM BOTTOM WITH(2)114•-20 X 1 SM'FH MS: (2) X1042 X 2 4d 318-PH MS AND X 3M- FH MULTI THREAD SCREW. y �� SCREWSN618 GA STRIKE BOX TO BE FASTENED BY Qp1L24 ACTIVE LEAF: It c SCREWS NON DUPRIN' 894] CONCEALED VERTICAL ROD WITH PANIC INACTIVE LEAF: Q NETATTOPANDBO TOM. WMOUNT MANUALLYOPERATEDSURFACE DEVICE WTH(2)8-32 x 31V FH MS. LOCATED 39 4-FROM 'NES'FB458 FLUSH MOUNT METALLIC FLUSH BOLTS AT 12' `� BOLT AT TOP AND BOTTOM. WITH (4)iH-20 xta10'FH MT BOTTOM AND 71'FROM BOTTOM W/(4) a X 318• FH MULTITHREAD 0 WC STRIKE PLATEATFRPMEHEAD ONE INACTIVE LEAF: SCREW. w YnI, ° SURFACE MOUNT METAFLUSH MOUNTMETALLIC STRIKE PIATEAT39 IW F- W + TO BE FASTENED Wffl1 B10a1-1/a'FH TINS 'PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE y wmi (2) MOUNT TWO POINT LOCK SYSTEM WITH'PRECISION• PANIC FROM BOTTOM W/(2)#10%1'FH SMS ANOONE FLUSH L n DEVICE WITH (4)10-24 x 1-114•. LOCATED 39-IZ FROM MOUNT METALLIC STRIKE PLATE AT 45 IM MOM BOTTOM 2 w ^ BOTTOM W/ (21M X Ye' FH MULTI THREAD SCREW. 3 rzrz OPTION 4(RIM EXIT NTH MULLION) OPTION 9 m°D•N REYISBP 50 Qj Yy VI x. ACTIVE LEAF: ACTIVE LEAF: Aszr". al. -OXO -Oi oi. MOUNT IOCATED 00 41-&MERIT BOTTOMNIC NTHBM. SURFACE BOTTOM CL50)U 36 SURFACE PH HANDLE AT MULTI FROM t'FInw O.I° m MOUNTLOCATED 41-Y4'FROM BOTTOM MATH BY (q I0.20z BOTTOM WRH2 a ' 14N'OHMS SCREWl)/e-38X318'PHMSANO(2)98XJ/8'FHMULTITHREAp 4 "'� NOV 152017 U3 9ORWV DBNO SURFACE MOUNT METALLIC DEAD BOLTAT45 I? FROM �• IX.4�14 ` MUWOn BOTTOM WITH (2)IA-40 X I V8' FH MS: (2) #10.12 X 2 WV PH MS AND O)g8 X - INACTIVE LEAF: W'FHMULTITHREAOSCREW. Y)FING AVANC.P.B % 'PRECISION' MC2100 RIM EXIT PANIC DEVICE SURFACE REGISTRATION MOUNTLOCATED41-3fe FROM BOTTOM WITH BY 110.2OTtiOMDA REGISTRATION x INACTIVE LEAF: PE arz m-°r-n I-M MS ONE FLUSH MOUNT METALUC STRIKE PLATEAT 39 IWFRCM BOTTOM GXN:•2BBT] A^„• nz (2)010X1-FHSMSANDONE FLUSH MOUNTMETALLIC STRIKE PLATE AT 45 a LL REINFORCED MULLION: 12'FROM BOTTOM W/(Zp8X3/8'FH MULTI THREAD SCREW. _ 'NES• SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO MCO22PRECISIONMARDWAREREMOVABLE WITH (q }-30 a}• BEFASTENEDWITH(4)12x1-1N'FHMS MT BEDDED i' INTO CONCRETE AT SLEEVE ANCHOR EMBEDDED I�"INTO CONCRETE AT BOTTOM. �1(t%li 1\l\�` SHSETB OF B MNMI 6aDE GOVNIY II'` n A A m 2 m e Ir Al z y m x m m I 2YB u Alo D tZ') Y x A \,IY2,\, m \ m /\J 0 m m m m r, o T 9 12" s �5 1 O ol� m A Z 0 m m m G O O ltiie 2T/e 1Yi D O A min my mz C m ]V� O Z y A z P/ 0 m T n T o /4'• / ('p m m 0& y or mi; F;m C T 0 m 3Y' O o ..� y y A O z m GENSTORM OUTSWING STEEL OOOR SYSTEM-LMI MCY ENGINEERING. INp. m C! g p • GLAi,.0 CONSULTAMS c3 A eensteelnoors 6501 SW 124 AVE. STE 206A p; 906.271.0114 C www.gensteeldoors.com yIAW FL 99103 F: 780.5735069 4950 Hickmore, St Laurent. Ouebae, Canada, H4T1k6 Tel: A4 733-3562 Fva: 514 J0]-1902 wnw•IdCYUs.cvm MCY.Enginaetiv8®AtLnet l BILL OF OF MATERIALS a0 Do P HCBPP ALUM, AS REDD. REMOVARLE a m z NN Nm 5 0. I (� d W1° P W Fn � E m o� 0 Y opm x_ I w . Fy } a Y V N ON O AOIGFORGUSSETS o� c y �Pp4 O / SLOTS FOR NFEO.T TABS ONJMIBS OOr�Yj Hf i)FW W Ey Ym Eq+m" - a �zo2o wo AJ s .. .^p?;. 44Y IWNtl Gr" m'mtl n FFAME iALFIIRif LOMINOVSLTY IllEU NN �m GRouno BuooTx O .. � 2' Y OF �~ M a I 2 - WBSETB G'YIANG,' p.R /! FLORIDA�AEOISTRATWN PE J55983 eu; .rs rABB CAN.,iA§6T7 UAW ' BWBB1C Ml CORNER FRAME CONSTRUCTION-01 ,` MIAUI ONBE OOUNtt �1 na �:�`.'' , 9AEE9 B OF B ITEM PART No, MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS REDD. FRAME HEAD/JAMB CS-b' x 2') 18 GA. (0.048MIN.) Fu= 48KSI MIN. 2 PMK2051 ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL OR ST/ST AS REDD, DOOR PANEL 20 GA. (0.036MIN) Fu= 55 KSI MIN, 4 ➢R1010 STEEL AS REDD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REDD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REDD. 2- ' x 4. 12 GA. STEEL REINFORCEMENT GENSTEEL 7 MULLION PRECISION HARDWARE B FA3010 STEEL AS REDD. ENA ANCHOR GENSTEEL 9 SB453 AS REDD. SURFACE BOLT IVES SH453 a improvement Hardware 1 Door Hardware & Locks Door Viewers TOGU TG2814YG-AB Brass UL Listed 220- degn:ee cor VViewe� w�tFl ffeavy nvacy Cover for 1-3/8" to 2-1 /Go Doors, Antique Bronze Finish by Togu .321 customer reviews J 29 answered questions ` far°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 ,. $9.99 { $999 • 1. High quallty optical tens with 220-degree visual anoffers 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 securi for you and your family. • 2 Durable Sold Brass metal with super simple I0 • a.A Sono, neavy duty wewer cover increases our privacy. With the cover In place, visitors outside cannot see through the viewer into your home, of rl2n the highest level of privacy for your protection and safatyi • d. Fast Delivery with FIVE YEAR REPLACEMENT WARRANTY, If you are not 100o/n satisfied with this Door Viewer, we will replace it with a brand new one for you for a period of up to 5 yearsI • SiNs top quality door viewer is currently on a special promotion, giving you security and privacy at a great value price! > See more product details Compare with similar items New (2) from $799 & FREE shipping. v Report incorrect product infonnation. Tools; DIY &,Yard Home Gin dulde Shop ww. 11. 'try Productdescription ,,. < �u,a.,t�. _.. a.G 1• ,.s..z� ,..._SF�. .+��.,;..e Color Name:Antique Bronze )rand: TOGU MaterlaL•Soild Brass Finish:Antique Bronze Angie of view: 220 degrees Top Diameter.?-1/10 inches (28mm) Brass pipe Dlameter5/9 inches(14mm) Applicable Door Thickness: 1-3/8" to 2-1/6'(35mm-55mm) Y: Have bads cover G. 4layers Optical Glass Lenses Package Included: 1x Door Viewer Warranty Description: Limited Lifetime Replacement Warranty Note:We also offer High Speed Steel Drill Bit forthis doorviewerif you need to purchase it please kindlysearch forthe ASIN:801K45OBF1 TOGU TG2814YG-SS 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 2-1/6"(35mm-55mm) thick. Door viewers, also called peepholes, conslstof a lens and cylinder which is Inserted Into a door, allowing a view outside. The amount of visibility Is determined by the degree of the lens; the higher the number, the greater the visiblHty. TOGU door viewers all consist 4layers of optical lens, yhlch offer you a 220-degreeviewing range and crystal dear 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 all our intelligence and effort to work together with you to make your home comfortable, safe, relax and artistic Product Information Color Name:Antlque Bronze Technical Details TD 2614YG-AS 0.8 ounces 1.3 x 1.3 x 2.3 Inches Deluxe -^^ Antique Bronze Traditional Antique Bronze Copper Meets ANSI A156.16 specifications and Is ULfire rated for up to 1.1/2 hours No Additional Information B0QWUBWMOE ti#*14** " 321 customer reviews 4.3 out of 5 stars 914,329 In Tools & Home Improvement (See top too) 91 in Tools & Home Improvement> Hardware > Door Hardware & Locks > Door Viewers 0.8 ounces (1/iew shipping rates and pollees) Apol29, 2015 Feedback If you are a sellerfer this product, would you like to suggest updates through sailer support? Would you like to tell us about a lower price? & Hand Tools ) Power Tool Parts & Accessories � Power Roll over image to zoom in rentiy bought together Total price: $13.98 Parts & Accessories � Drill Bits ) Twist Drill Bits ) Jobber Drill Bits Togu DB-02 5/8" (16mm) High Speed Steel Drill Bit by Togu iatr{r** - 30 customer reviews for'peep hole drill bit" Price: $5.99 & FREE Shipping Get $60 off instantly. Pay $0.00 upon approval for the Amazon.com Store Card. • 1.Cutting edge is made of Top -class HSS (High Speed Steel). • 2-Through special heat treatment, the cutting edge is sharp with high intensity. • 3.Good cutting effect 0 1 errous and non-ferrous metals, be able to process stainless steel plates below 3mm • 4.Applicable to Togu Door Viewers whose brass pipe diameters are 9/16"(14mm) and 5/80(16mm) such as TG-2614 NG/YG series, TG-2814 NG/YG series, TG-3016 NG/YG and TG 1612-3016 series. • S.High precision, stable cutting, strong shock resistance, gCod abrasion resistance s See more product details Compare with similar items New (2) from $5.99 & FREE shipping. 4 Report incorrect product information. F - PFactica['Gifts Home 6ift'euide 2} _ shopmw' his item:Togu DB-02 5/W (16mm) High Speed Steel Drill Bit $5.99 iU TG2614YG-SN Brass UL Listed 220-degree Door Viewer with Heavy Duty Privacy Cover for 1-3/8" to... $7.99 gored products related to this Item o"..e a ,.F71 st S "py -yz EXISTING MASONRY ANCHOR (EMA) INTO CONCRETE WALL OR CMU SILL DETAIL TH"-N 2" MIN. EMBEDMENT •j` ♦ry��/ty t • ,t .n ,vim•: EQUAL 4frMA +,j�(•� 1 4, "�l `a• APPROX. y=,:rOPENING • t •ram ; .�11 AX •'• • ° 450 a •L�n 8" MAX. 3,125" MIN, EDGE DISTANCE •�•;:. _, w 3.125"'MIN. !� �r•'+* V MAX 2" MIN. O�L ;'.•. (► < ? 3,12EDGE 5" MIN, DISTANCE OT .M 3.1250 MIN. I Y� %� DISTANCE `t"�lu /00.375" SHIM SPACE ITT1/4" MAX, MIN. 300OPS1 CONCRETE C-80) TYPICAL LOCK WALL WITH 2" MIN. li0.375" NTH 2" MIN. EMBEDMENT EMBEDMENT POWERS POWER POWERS POWER BOLT, BOLT, POWERS LOK BOLT AS. H0� LC-OFKPH SLOLT EEVE ANCHOR, OR OR HILTI HLC-FPH SLEEVE SIMPSON STRONG TIE SLEEVE ALL SLEEVEANCHM IN MASONRY/CMU IN CONCRETE ANCHOR TAn rVA LOCK -IN EMA-U ANCHOR WELD -IN SILL F Pemko 2005AT V- �'dll a] Gensteeln®ors 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 1 Y< in. (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 1/8" (3 mm) in 2" (50 mm). • Door hinge reinforcements are prepared for standard weight 4 Yz" x 4 Y: " (114 mm x 114 mm) hinges which can easily be converted to accommodate heavyweight hinges. 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. 86 edge mortise lock preparation reinforcement box with integrated lock support, in accordance with ANSI At 15.1 requirements. Rim panic reinforcement box for surface mounted exit device application. Available Cores w...o-.ra.ro x+.Voero.ro x...tmrfo.ra NOAB12-023335 (_'60PS9 a � ra..meea.aa M..rm,xo.ea NOA912-0223.32 (165PSF) w.msa.ra au.sperm ra NOA411-0001.02 (165PSF) El 0 El u+un.ea,ra M.,.a. rasa NOn 411.05101.02 (165 PSF) For complete NOA details and specifications, contact our head office. s daeea.ro m.anro.ra NOA411-0907.01 (165MF) rw.ur.ra.ra w..eo-. aa.ea NOAk12-022333 (160PSF) A copy of each NDAom also be obained m Miami Dade CountyY obsiteunder Product AWrowL As a result of Gemmel's ongoing quest for Improvement technical specifications are subject to change without notice G-10 WARRANTY In raensteelaaars Genteel doors come with an unrivalled Head Office & Manufacturing Plant 10year warranty against delamination. 4950 Hickmore, St. Laurent Quebec, Canada H4T 1K6 Toll free: 1-866-GENSTEEL (436-7833) Telephone:(514) 733-3562 Fax: (514) 733-1932 Manufacturing Plant Cornwall, Ontario Trademarks of Genteel Doors U.S. Manufacturing Plant Plattsburgh, NY NOA 012-022331 (160 PSF) www.gensteeldoors.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D FL 21382 Date:30/19/2016 Detailed Product Description: Manufacturer: GENSTEEL DOORS, INC. Manufacturer Address: 4950 HICKMORE. ST LAURENT QUEBEC, CANADA. H4T1K6. Model Name: SERIES 'G ENSTORM' FLUSH 4888 OUTSWING OPAQUE STEEL ENTRANCE DOOR Maximum Frame Width: 52"(X), 99-7/8"(XX) Maximum Frame Height: 98"(X, XX),136"(0/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) Aj Y ASTM E283 Air Infiltration Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE Leakage Lab,lnc 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 Idalmis 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 03/04/2016 FTL-8743 Idalmis Ortega, PE 12/18/2013 FTL-7224 Idalmis Ortega, PE 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 w .afcenz.com I alfaroociPafcena.com Supplemental Tests Nested in accordance with TAS-201 and TAS-203) �F� S #;i LOCAT5 TWIN",y. itEPOtt[ gdt' a �a FBC 1626.2 Large Missile Fenestration Testing 10/13/2009 FTL-5877 Julio E. Gonzalez, PE (TAS 261 & 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: �.•``�pD �AJi�r�r�. • No 70592 � � Q:9T OF ::��` Javad Ahmad PEN 70592 41 .SS/pNA1-E�a AI-Farocq Corporation EB N 3538 Sealed 1021/16 hrnu....0 SO,4 `,Gensteel Doers Int\leLi11-Geostnrm r9ush S Opaque Steel'L"I) - GON�Florida App!cval Liu oad Gensto!m Opaque 05 Steel Door 7LM1')-P.AE?014.doc 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 w w.afcene.com I alfaroogc@afceng.com Florida Building Code Online 5/9118, 5:29 AM BCIS Hame "Lag In User Registration Hot Topics submit Surcharge Stats It Facts Publications FBC Stan BCIS Site Map Unks Search djProduct �r Approval • WpUYYmmKK �y �' .USER: Public User fltivUangu, Product Aooroval Menu > Product or Aoolication Search > Anolication ❑st > A Ilcatlon Detail FL # F1-5444-1113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived [; Product Manufacturer CertainTeed Corp 2t o �RooFlng Address/Phone/Email 20 Moo d� Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark. D.Ha me r@ sa int-g o bain.co m Quality Assurance Representative Address/Phone/Emall Category RooFlng Subcategory Asphalt Shingles 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 u Evaluation Report - Hardcopy Received Robert Niernmen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received • I: t • L INIQ I im t n. Standard Year ASTM D3161 2016 ASTM D3462 2010 https://floridabuilding.org/pr/pr app dti.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCHZle8gwTPdZ3U0%2fWg2NQ00%3d%3d Page 1 of 2 Flcaida Building Code Online ASTM D7158 2011 2/16118, 9:54 AI Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products - I-- Model, Number or Name Description 5444.1 rtaI TG 11 rid AVns alt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and rchitectural "^`•..,.,, asphalt roof shingles -",.,,.... imits of Use `"'" Installation Instructions Approved for use in HVHZ: No FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 E22 AF 20_Lz_Q2FINAL_E@_CERTAINTEED ASPHALT SHINGLES FL5444-R12.pdf Created by Independent Third Party: Yes Dad: Ncaf Contact Us:: 2601 Blair sibire Road. Tallahassee F 32399 Phone: 650-407-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send elec ronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Semon 455.275(I), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made available 0 the public. To determine if you are a licensee under Chapter 455, F.S., please dick btr . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.as pe7param=wGEV%gwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4 S7sliNdlwNg%.3d%3d Page 2 of r \J TRINITY ERD I EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610)651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 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 orl a m fff1.ofts,11 p¢#dalyc lume. The products described herein have been evaluated for compliance with th 6at Edition (2017) Florida Building Code Jections noted herein. Asphalt Roof LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 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. Trinity IERD 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 `TrinityJERD 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 Registration No. 59166, Florida DG4 ANE1983 Me raealrnae seal appe.ri,, was authonead be Robert Nieminen, P.E. on 00/05/2017. Thb does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinityl 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 Nleminen, 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 TrinitylERD 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. .. I J TRINITY i ERD i 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 6th Edition (2017) Florida Building Code and 6th 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 ASTM D7158 2011 3. REFERENCES: Entity 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 17401 ASTM 03161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/20D4 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM 03161 OSCA16778 OS/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 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 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 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) ASTM D3161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 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 4797380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certiflrnte ofAvthoritation #9503 6r" EDITION (M17) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles;(610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 4. 0 l"RINiI ERD PRODUCT DESCRIPTION: 4.1 CTZO'", XV" 25, XT"' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia^', Belmont®, Belmont® IR, Carriage House ShangleO, Grand Manor ShangleO, Landmark'", LandmarkTM IR, Landmark'" Pro, Landmark'" Premium, Landmark`" TL, Landmark•" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake", Presidential Shake" IR, Presidential Shake TL' and Presidential Solaris" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" 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. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest`", Cedar Crest'" 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(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. 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 ,,,.Qjectory for fire ratings of this product. 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 vx' = 150 mph (V"R = 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 PIP 1 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 (V"I, =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 (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5oloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V„d = 150 mph (V"l, = 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 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, U.C. Evaluation Report 3532.09.OS-R13 Certificate o7Authorirntion N9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 3 of 12 TRINITY ERD STEEP SLOPE Use six naps and four spars of asphah roaring cement for every frill LANDMARK TL laminale tin r. Sce. a ou; Asp to t toomg cement s tml meer A57M 04586 Type II. Apply I' spots o[ asphalt roofing cement undo each rolmcr andat abaul 12' ro 13' in from cadt edge. {{{��� 13V2" I (343 mm) 13" (330 mm) (343 mm) METRIC DIMENSIONS I 41"(25mm)iRooling 1'(25mm)� I 12 14314" �--- 17'-- (305 mm) [375 mm) 1305 am) — 1"—►I F-- 7" (25 mm) I{ -- _ _ (25 mm ) �.,.m-.:a..c� vnranzy^_s�ws�iaswrvox�w '-�1't25mm) t 1'(25nnq-:+ -- I Rdease Tape I I nt Nail Area ;� Fof S cepT Figure 13-5: Use six nags andfoor spots o/ mm asphalt roofing a+ment on sleep t/ojxs ( 1----- _ _ (251nm. 1Y 14--3/4` 12, -{305 mmj-- a— (375 mrn - —(305 n Nailingg imits �1'(25 mm) 1'(25 mm 0 Nalling areas for steep slopes (greater than 21 d2) and "8tam}Nalling" Nail between lower 2 nor lines as shown above. 6.8.1 Hip & Ridge for Landmark'". Landmark"' IR. Landmark`" Pro Landmark'" Premium Landmark"' TL LandmarkTM Solaris. Landmark'" Solaris IR. North Gate: 6.8.1.1 Option 1: Shadow Ridge^' or NothGate Accessory 12' 97T (305mm) _ g15J1�250mm1415/1G-� E (125mm ((125mm) (150mfn) (15omm) Noteteeingfor I centsNote h ha ing Centering Centering 12'� ,. 131/4') � ./ (305rn Notdies for Afgnmenl to (337mm Notches for Alignment to 5 the Top Edge of the Previous 13anm the Top Edge of the Previous T m L L 1\-� I Cap for5'(125mn) Exposure ( ) Gapfo SS,8'(141mm)bcp=fe (1 m) English Dimension —ll Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certi�care 01Aorhariraflon a9503 ErnEDITION (2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27f3T L 1`J15`11251") Cantesi p Noich 131/4' (337mm) -- ` Nryntlax / — raWas to top thigo of (194mm1 Ctts400scdutie - NorthGate Ridge 1 TRINITY ERD 13 1/8" (337 I Centedng 13 114' Notch i m) 1.\Nign These notches 10 tap 7 4 edge a! (794 Inch) NorthGate Accessory 12" (705n+m1— I rLaying Notch 7. I I II I 5' 172rma^J I I I I �/ // \ \\ \/� Flgwe 13-M Me 4,ingdokl;os to tenrersbingles on hips rmd ridga,, mul to locale ide-cooect arparnm 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonalastic® NPI' " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option Z: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LUZ. Evaluation Report 3532.09.05-R13 C"fimte of Authorization N9503 6'" EDITION (2017) FRC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof shingles; (6101 651-5847 Revision 13: 09/05/Z017 Page 9 of 12 Florida Building Code Online 5/9118, 3:41 AM , r BCIS Home Login User Registration s Nat Topics Submit SurchargeStats & Facts I. Publications FBC Staff BCIS Site Map Links Search FoMa'dp Product Approval ra USER: Public User Product Aamoval Menu > Product or Application Search > Application List > Application Detail FL # FL11968-R4 a tY(t d,m Application Type Revision Code Version 2017 Application Status Approved Comments Archived C; Product Manufacturer Eastern Metal Supply Addrqss/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Trod riguez@eastern metal. wm Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ri 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. (J: Validation Checklist - Hardcopy Received Certificate of Independence FU1968 R4_CQ EASTERN METAL SUPPLY, INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FLI1968 R4 CO EASTERN METAL SUPPLY. INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4-QLEASTERN METAL SUPPLY, INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL1. 196$ R4_C_OI EASTERN METAL SUPPLY2c INC. DRAWING 17- OA CERTIFICATION OF INDEPENDENCE.udf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultOWU4Tg%3d%3d Page 1 of 3 Florida Building Code Online 5/g/18, 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 Summary of Products Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FL11968 R4 EauIv EASTERN METAL SUPPLY. INC. DRAWING 17- M_LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM - i996.PDF FL11968 R4 EaI1tV.-EASTERN METAL SUPPLY, INC, DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF EL1196.@_R4 Fmly-EASTERN METAL SUPPLY. INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996 PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY2c INC DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996 odf Method 1 Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 FL 7F 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 HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY2c INC DRAWING 17-094 0,040 BERTHA ALUMINUM STORM PANEL odf 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, SA, FL11968 R4 AE EASTERN METAL SUPPLY2c INC DRAWING 17-094_PRODUCT EVALUATION REPORTDdf 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 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 HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY INC. DRAWING 17- Approved for use outside HVHZ: Yes 096 0,050 BERTHA ALUMINUM STORN PANEL.PDF 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'-11" for +30, -30 p.s.f. Evaluation Reports and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. FL11968 �4A_EASTERN METAL SUPPLY INC. DRAWING See sheet 5 of installation drawing for other spans and L7-0.951_PRODUCT OF EVALUATION REPORTPDF 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 FL11968 R4 II EASTERN METAL SUPPLY INC DRAWING 17- 095 24 GAGE GALVANIZE BERTHA STEEL STORM PANEL,PDE Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes https:lifloridabuilding.org/pr/pr app dti.aspx?param=wGEVXQWtDgsxYleb4opODf7EcLXlecJx4yFEEISfMCsutultDWU4Tg%3d%3d Page 2 of 3 Florida 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 T-2" for +70, -80 p.s.f. for panels mounted without "H" FL11968 R4_6E EASTERN METAL SUPPLY INC. DRAWING 17-095 PRODUCT EVALUATION REPORT.PDF header. See sheet 4 of installation drawing for other spans and pressures.Vaild 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 Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- 098 CLEAR BERTHA STORM PANEL 2.25.13DF 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 R4 AE EASTERN METAL SUPPLY INC DRAWING 17-098 PRODUCT OF EVALUATION REPORT, PDF sheet 3 of Installation drawings for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Created by Independent Third Party: Yes Eck tlnxt Contact Us:: 2601 Blair Stone Road, Tallahassee FL 12199 Phone- 850-487-1824 The State of Florida Is an AA/EEO employes Coovdoht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The appalls provided may be used for official communicaUon with the licensee. However email addresses are public record. If you do not. wish to supply a personal address, please provide the Department with an email address which on be made available to the public. To determine If you are a licensee under Chapter 455, RS., please click Ise. Product Approval Accepts: M 99 ® 'E 12 https://fioridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsxYleb4opODt7EcLXlecJx4yFEEIBfMCsutultDWU4Tg%3d%3d Page 3 of 3 MEMO 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, PA 19355 (610)651-5847 Evaluation Report 3532.09.05-1114 FL5444-R13 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 6th 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 1507.2.7.1 / 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. 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 "NEMOletc. 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 DCA ANE1983 The facsimile seal appearing was authorized by Hobert Nieminen, P.E. on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEW Ietc. 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 NEMOIetc. 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 forthat purpose. ONEM01 etc. 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 6t6 Edition (2017) Florida Building Code and 66 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 ASTM D7158 2011 3. REFERENCES: Entity 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 1740) 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 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM 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 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 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 10CA44960 11/11/2010 UL LLC(TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 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) 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 4787380357 11/08/2016 UL LLC(TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC(TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC(TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate ofAuthorimtion 02455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertalnTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 2 of 13 0, N1=nnoI etc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 C1`20"', XT'" 25, XT" 30 and XT^' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmarkm IR, Landmark'o Pro, Landmark`" Premium, Landmark"' TL, Landmark^' Solaris and LandmarkTM Solaris 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 Shaker'. Presidential Shake'" IR, Presidential Shake TLT" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras'", Highland Slatem and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 Patriot'" 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 Ridge"', Shadow Ridge", Cedar Crest"', Cedar Crest'm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStartO 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 NEMO(etc. 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 V,,d = 150 mph (Vat, = 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 1 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 (V i, =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM 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-R14 Certificate of Authorizotion#32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertalnTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 3 of 13 ON EMO I etc. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Soloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (Vvh = 294 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 shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. 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 Locally 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. Fastening: Use four nails, located as shown below I-•- 1' o mm) from edge 1' { 5;mmj ftofn edge,—. NEMO ETC, U.0 Evaluation Report 3532M.05-1114 Certificate of Authorizotion#32455 6'aEDITION (2017)FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 02/24/2019 Page 4 of 13 6.5.1 6.5.1.1 (25iBb)_ �' Sea)aoG 'L :(251np1j Sealant 1 M Cry'• Flgfue Yr3:•(7sapoihfo➢etgyfu1C.ibhtg)e� N Nennoj etc. z ottt na(Is and )xsp97:uS @sphaltKogli g 1 eo�otµ'tM'S1 S shibg(o iP�lr a� �+sph�lrsa�Gng�oiepp�i:�s�TTa;F'u45gb 7pj ! IlissGgesled, Rdoting Cain&qt ApPIT4"(25inn)spofs,ol asphalt roofing anent undereacIt lab corner: ii8N16.1��'l,<Uq"Eja4rriy., a]I{t f9r5p,01scifat/(BgU*rm��QP€p. •CAIfCfONLl:acessfvo.use oflooting,cemenf:can:cause�sfiingtes; fab'➢stec • Hip & Ridge for CT20"M, Xrm 25, XT"" 30, XT"' 30 IR: Cut Shingles Cap Cap Cap. Shlis, Sfifogle ';S�ilnAie Frgr� i1xS�rrrrortrgao,(oj�rpsakirg-f•Iddt?sgiafui, For ASTM D3161, Class F performance use BASF "SonolasticO NP1"M" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE STEEP SLOPE Use SIR nails for evey full shingle located as shown below: Mull raa Neil LIM I'Mmil Figure 2: Use six naikfor even -frill shingle. Use SD( nails and FOUR spots of asphalt roofing content for evet full shlitoo as showm below. Apply asphalt roofing cement 1"(25 mii) 6nm edge of shingle. Asphalt roofing cemem meeting ASTM 1) 4586 Type Il is suggested. T1'r8 mm) I'a5n"i+ r JC,—C, a ;, Figure$ ([.to six nails and four spots of asphalt rtwfing ronioni o„ steep s-lopat NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Gertificate oJAuthorirotion a32455 6m EDITION (2017) FOC NON-HVHZ EVALUATION FLS444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 14: 01/Z4/2018 Page 5 of 13 01 N eMo I etc. 6.6.1 Hip & Ridge for Arcadia"': Cedar Crest"', Cedar Crest"' IR Use two (2), minimum 1%-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, ensuring minimum %-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 D3161, Class F performance use BASF "SonalasticO NPl•"" adhesive or Henke( "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal 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'/. 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 1 or PL adhesive between the shingle layers. sm'I Low and Standard Slope (2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 0 � �l o AMf=d nos ff mqumd. Hand -sealing adhesive 4" 3/4" 1° Dab of asphalt cement between 1" shingle layers ya' U6 Steep Slope (greater than 21.12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement f" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. '1 , r. 1 1 1 _ r 1' I rn) R1FM C1,A NEW ETC, LLC Evaluation Report 3532.09.05-R14 Certifirote oJAuthorization#32455 6' EDITION (2017)FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof shingles; (610) 651-5847 Revision 14: 01/Z4/2018 Page 6 of 13 6.7.1 6.7.1.1 6.7.1.2 6.7.1.3 6.8.1 - NEMOI etc. Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest"' or Cedar Crestm IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. Option 2: For Belmont®: ShangleO Ridge figure: -I t- Sharsg(e 414ge. Ftgiir447-/9:Inffafldtloif 0/4,7110® RidgeWilgkk .Gnhtpsmrd rlrlges.. For ASTM D3161, Class F performance use BASF "Sonolastic® NPlr"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. OW AND: Sin�oAko;3toPE-� Itse.Qce'irelltlor exei•�YuRSti9'ngle: «�25imp I :(25 MM) Hoe..17-1.Csajke4alkforerzrp fv7l Gmnt(Af4nnrStrarrgk,. Cattlgge$ouJaSbfig/a, 4r Ceo(4ufif&hda Y".sa6erenaaila2ad rtespotsofusphtl{tuq ugcew tlurcyery In11.Gr4ad MatiorStiliiddciFomWedsdgoeGf omafslPs6W6gdnfaiuo6n&foment MaaSushaggaa 514e.Am...... : (p/guro r7:;)..itspli_ah rooMs reSUFnt metlingAS[M.Ttd"7R6 Tyjietf Is:su�rsied. :ftwrd IT5: Maloumlthi& 00ifHanar8bosgia on sisoftshopef; Hip & Ridge for Carnafre House Shan¢leO and Grand Manor ShanRle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certif7mte of Authorization 432455 6teEDITION (2017)FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 24: 01/24/2018 Page 7 of 13 LO,W,;if7dD SjANdARo $t01 :METItI('b161i13jONS 0,-NEMOletc. :F 0igt34 WfoFhX#fir ettarfid(Jb iiyHe•. NorthGate: ww M.M rr as VA. .T r� Mpg snae Wfma ddanda(ddopn (6nm 232 b21'.12) Mal b&*ea UWA lowat litas am stoam aEnu S"tr�s oh Mo. six-,na4 an2(lnur-zpoCs of asphaWrooTing refnenUoreleti ( fnminaCedshingle �`CefielasvAsphaltrQoGn$ceRledtshpuldmRel flSfA%11¢;847�pa if Apply^t seals of Isphllt moGngcemen4unne Ea'cL.ppxiller and nt;96auI �21 b tS"in, kohl tacfi eJ�Cs: iAfTRIiCi W45IONS': pIN[1TAMU, Ffgiira 15-5 Use sarj uUt mtdjotin rpaR;df asykattroo/tnycetnentmrstenpslnRex NEMO ETC, LLC Evaluation Report 3S32.09.05-R34 Certificate of Authorization#32455 6T1 EMION (2017) FBC NON-HVHZ EVALUATION FL.S444-R13 CertainTeed Asphalt Roof Shingles; (610) BMW Revision 14:01/24/2018 Page 8 of 13 IMMI 1 6.9.1.1 NorthGate: 19-W,r mm) 12' ONEMOjetc. Nailing areas for steep slopes (greater than 21:12) and "Stoml-Nalling" Nail between lower 2 nal lines as shown above. Hip & Ridge for Landmark'", Landmark`" IR, Landmark'" Pro, Landmarkm Premium, Landmark'" TL, Landmark"' Solaris, Landmark"' Solaris IR, NorthGate: Option 1: Shadow Ridge' or NothGate Accessory fA- i' e7ra• 'I Englisli'Oimen"sloe Shadow Ridge' MottloDiingthiliqrf Shadow Ridge^' 333 mm)--"►I CmWi� CkL$p I+e rile�►I•-6 We -+I 168 mm) 168 mm I (337 mmj 1 lIxostaOP / I 131l4ering "fi 75g(337 mmj �A /LLAlign these 1ritlNOW t00tf5 notches dge of top (194mm) edge of revtous Course. NorthGate Ridge NorthGate Accessory NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorirntion#32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS"41-1173 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 14; 01/24/2018 Page 9 of 13 IRNEMOjetc. F'igt�rcl3 2a t1:9 tik�ing>rnfc&rturun; aGt rgfes mt lips Mi'd . NrYgu'r and to: fatale iLs'coi mcr �posoa 6.9.1.2For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'm" 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 Crest'", Cedar CrestTM IR hip and ridge shingles. eael -nff'Piesi_denuf F7gured 6F45tnn1ngXizs/da!NglandPlml,�eritiat7L Sbaka sliinglsrbd lmumrdstandarcl slppes. V diymetdYaspfialC/oafidg Lenient Ftgniu76-Tr.FaslenMg.Pristdatlkd alidAeS/dtmNa!'i�L Slw6e SUMg!as.d».S?eep.rhpes 6.10.1 Hip & Ridge for Presidential Shake TM, Presidential Shake'" IR, Presidential Shake TLTM. Presidential SolarlsT: 6.10.1.1 Option 1: Presidential Accessory MES.IpEfli�ALAC SSW $residential accessory st ugtes'=n'Geused fox coverfng4tips and lliges; Applys[ilnaTesug,to thiiifdge;.(expose no moresi&an:T+tom thetiotCom-edge:oflfi-eitoatO, Fnsten ezcfi-ucc'essoxp with-ttcosfas fgners:: Lhefa3fBners mt]Stbg 13%4 l9,ngat;ldbger� s f'lliey penettlte ltlfd iritb lhdilekgt ctlmplete(pthiaggflthC deEk;Presldupt,l accessory comes ln'iwo dlfterenk.�Izes::pecessorgproducedln 8tcmfnghamt Ati s 32 x 12' PbrflBnd, 6kPxodnces 971gr accessary- 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPST"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certificate of Authorization#32455 6 T"EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610( 651-5847 Revision 14: 01/24/2019 Page 10 of 13 ONEMOjetc. 6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest—, Cedar Crest^' IR hip and ridge shingles. 6.11.1 6.11.1.1 IMIMIMM1 /Ygor4 iS.�,yiuWtpr4f/aNrtdtB4ind'�esuri. 2wNan✓Fs'lAdda�av?pwi fdtlot Use naks f8diadl hill ffuterassfilnfJ4 m shmm'.tt�tY.. Hip & Ridge for Hatteras': Option 1: Accessory for Hatteras �' ilprr{71�a=fuxalglmxam 3'tiigtlnay.6rc08(bjrs FGtaPtp dol�,Me0�60kbAd,l d$�A�M�phaf�p¢Ang:. :cs(nst Wft 'ru@FCdw4st5ingre astGmcnn4m'e. x7ihhs�• (2�nr�id17.)adit's pgf ofrooOngjYn7eiit (yTdf0fllRd,'(1;. 1u estbq underrsdirhb t'osneY Presfshin1c lgNP4u dp"M- .o@sSSfmipt. . . ........ .CAIRIQKS TOVmuch t4ofrogctexrl raa.wuseaNn8ln [dbV�iti. Fd8+�-15=1�+!18 i=��'Sf �at(ts:sepam�,TA iifp�e, HMO?* c uory40ae; 6.11.1.2 Option 2: Cut Hatteras Shingles Shingld I Sgl r91et II SIiIP9te I1 Shfngl�, Ftgum f5t�q.C`reTXeYderassbTng!as:'fomukarm'Ec cdp.: Fdgr2rs�5:2F,ln5tnyftltlOrt'4�cdp9dlit :Mpfand,rilw. 6.11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPIT " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate ofAuthoNratton #32455 a EDITION (2017) FBC NON-HVHZ EVALUATION FI5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 24:01/24/2018 Page 11 of 13 LDlht AND';$ fANDdRD SLO ..L: �Igure:41 •, f.'.Qsc ET F'�na/1? for exvrl'9181ak4d SPufa:IGbigl *'NEMOjetc. -Westal. tsae���tbmswt. "sIXior.(1wwY «va:v. FigvetY 3'L''bu riv6na7ttund�Tgyapwsnfa/; ro4(ltigamumtaM�ttrncb laNwtne+: 'CAUTdRNtEtressiy@ ase:ofkaann)Cre1t(2pk'W_p CAnde shingles is nJ sjet 6.12.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR or Shangle Rfdge"' hip and ridge shingles. AND STANDARD SLOPE Use FOUR "Is for every full shingle located us shown below. 6Wkn( �,m• i u5sami TI` x"N au �l t i f" —I Use FOUR nails and four spats of asphalt roofing cement for every fall shingle as shmvn below Asphalt roofing cement mee ft ASMI 1)4586 'type It is suggested. Apply 1'(25 mm) spots of asplmlt roofing OMML 0 shave. CAUTION: Excessive use of roofing cement an. erase shingles to blister. J 11 1156 _ a T� awnoau�.n I~� 1 po0r1 i 6.13.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar CrestTM, Cedar Crestn' IR, Shadow Ridge", NorthGate or Shangle Ridge TM hip and ridge shingles. 7. 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-R34 Certificate of Authorization #32455 6'M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 22 of 13 . NEMO j etc. 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. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUAUTYASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com -END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certifimte ofAuthorirotion #32455 a EDITION (2017) FOC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 14: 01/24/2018 Page 13 of 13 - Florida Building Code Online' 519118, 3:39 AM �'gl4nd' Y ei.�^ i�§a. � L + ' • L i R .. F ,, ,. �:.. .. .CM�fSJB'T9:�eftS >11r i •...�., •Y . BCIS Home Log In User Registration Hot Tapia Submit Surcharge Scats & FactS Publications FBC Stall BCIS Site Map I Links search j doFlorida!!l�Ilt 'Product Approval �y(� Celt: Public User lk m= Product Approval Mena > Product or Application Search > Application List > Application Detail FL # FL2568 Application Type New Code Version 17 Application Status Approved Comments Archived c Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 (904) 358-8366 tonyac@mm1200O.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32202 (877)358-7663 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Test Report Testing Lab Architectural Testing, Inc. - West Palm Beach (an Intertek company) Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE G? Validation Checklist - Hardcopy Received Certificate of Independence FL25681 RO COI COI Intertek 122927.odf Referenced Standard and Year (of Standard) Standard Year TAS 300(A) 1995 Equivalence of Product Standards Certified By https:llfloridabuilding.orglprlpr_app dti.aspx?param=wGEVXQwtDgsKQFEnckBlOw2%2f7phegxKaYE[zEJTbu4Mnc2rzL4sg4g%3d%3d Page 1 of 2 Florida Building Code Online 5/9118, 3:39 AM Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Method 1 Option B 12/18/2017 04/16/2018 01/04/2018 04/17/2018 Model Number or Na Description 25681.1 MMI Off Ridge Vent Permanent Baffle MMI Off Ridge Vent with Permanent Baffle attached to Wood eck-Asphalt Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25681 RO U 1-Install-MMI-ORV- Perm Baffle.odf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc. - West Palm Beach (an Impact Resistant: N/A Intertek company) Design Pressure: N/A Test Reports Other: 33 Feet is,maximum mean roof height per TAS 100(A) FL25681 RO TR_1.2 Intertek Test h7685.01-450-18-r2.odf 25681.2 MMI Off Ridge Vent with Detachable MMI Off Ridge Vent with Detachable Baffle attached to Wood Baffle Deck -Asphalt Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25681 RO II 2-install-MMI-ORV-DetachBaffle odf Verified By: Architectural Testing, Inc. - West Palm Beach (an Approved for use outside HVHZ: Yes Impact Resistant: N/A Intertek company) Design Pressure: N/A Test Reports Other: 33 Feet is maximum mean roof height per TAS 100(A) FL25681 RO TR 2.2 Intertek Test h7685.03-450-18-r2.odf Back Neat Contact ❑s :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, rnntact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The malls provided may be used for official communicatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bete.• Product Approval Accepts: M®R https://ftoridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgsKOFEnckBlOw2%2f7phogxKaYEIzEJTbu4Mnc2rzL4sg4g%3d%3d Page 2 of 2 METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8388 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 VA, \ lF I�NCTHs (5FE TYPICAL FASTENER(S) -11 GAUGE RING SHANK ROOFING NAIL OR . - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 X" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY %s' 4' OFF RIDGE VENT 1'-W SIDE VIEW 3• 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW) 3 Yz" FROM FLANGE TO OPENING ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITH APPROVED FASTENERS 8" O.C. MMI OFF RIDGE VENT RECOMMENOATONS LENGTH CUTOUT NETFREEAREA 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" 354 Sq. In. MILLENNIUM METALS INC. TOLL FREE: 1-877-358-7663 FAX: 904-358-8285 SUBJECT TO CHANGE WITHOUT NOTICE 12/11/17 PAGE 1 Florida Building Code Online 2116118. 9:30. IsR5:3e L�fC,x.x�i S.b.1t Surcharge Stan & Fact, publications FBC Stan SCIS Site Map faatiN6r ..a6our;ApyRr. erlln7vta7ct7' cairAtew Product Aoo�S> EMdQM Aooll at_S to t > Aoollcaro t list Application Detail FL-# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 estro tvc"'' 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/Email Category CShuttemSubcategory els 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. lillit, 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. Validation Checklist - Hardcopy Received Certificate of Independence FL11968 84—00I EASTERN 1EI6L SUPPLY, INC. DRAWING 17-o98 _CERTIFICATION OF IUD PENDFNr F PDF 1 8 —44_S,Q( EASTERN METAL SUPP Y IN DRAWING 17- 095 CERTICATION OF INDEPEND NCE POF FL11968 R4 COI —EASTERN MET -At Ppy,INC._DRAWING 17-096 CERTIFICATION OF ILI&EENDENCe.PDF FL11.968 R4 CO,_EASTER_ N METES PP Y IN _DRAW:NG 17- 94 CERTIFICATION OF END P N12N odf https:llfioridabuiiding.orglprlpr app dtl.aspx?param=WGEV%OWtDgsxYleb4opODf7ECLxlecJx4yFEE18fMCsutultDWU4Tg%3d%3d Page 1 of 3 F(orida Building Code Online 2116/18, 9:30 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Dale Validated Date Pending FBC Approval Date Approved Summ`ma" of P' ndu t�Y��y` Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FL11968 94 Eayj_v_EASTERN METAL SIMPLY. INC. DRAWING 17. Qy1_I IMER EQUIVALENCE BETWEEN SSID 1 AND A Tm 1 96 PDF FL11968 Rd_Eglgv EASTERN METAL SIIPPLY jLC__DRAwING 17- LETTER OF LIIYA N STD 12-99 AND A TM EJ996,PDF FL11968 Rg-Eguiv EASTERN METAL SUPPLY INC DRAWING 17- 096 I ETfER EOUIVALENCE BMUEEN SSID 1 9 AND ASTM E 1996 PDF FL11968 R4 Eor.iv rZASIERN METAL CL JPPLy2c INC.DRAWING 17-094 LETTER EQUIVALENT ENT BEMEEN 55Tn r 2-99 ANDpd Method 1 Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 FL A' Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Drawing Number 17-094 Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. LLm tsows !�_,� ,,,r, Approved for use 1 Z: 0 rove or use outside HVHZ: a s Design Pressure: N/A 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, BA, 9 and ess 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 FL1196g_)i4_))_FgSTERN METAL PP Y IN _DRAWING 17-094 0.040 BERTHA ALUMINUM STORM PAN L p�f Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes 1 Evaluation Reports I 8_R4 F EASTERN METAL SUPPLY2c INC DRAWING EVALUATION REPORT Odf Create pR Independent Created by Independent Third Party: Yes 1196B.2 0.050" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Drawing Number 17-096 Limits of Use Approved for use in HVHZ: No Approved for use outride 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 S of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions FL11968_94_II EASTERN METAL SUPPLY. INC, DRAWING 17- 096 0,050 BERTHA ALUMINUM 5TORN PAN L PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 84_AE_EASTERN METAL SUPPLY INC. DRAWING 17-096 PRODUCT OF EVAI UATION R PORT PDF Created by Independent Third Party: Yes 11968.3 24 Gage Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. HVHZ - Drawing Number 17-095 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions F1_11968_Rd_1I_FASTERN METAL SUPPL'f. DRAWING 17- 1 M_74 GAGE GALBVANIZE RTHA STEEL STORM PgN PDF Verified By: American Test Lab of South Florida Inc. I https:llfloridabuilding.org/pr/pr app dtl.aspx7param-wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEEIBfMCsutultOWU4Tg%3d%,3d Page 2 of 3 STORM PANEL SHDINV 4N TH5 PR Burr rwLWTpN ODCUMfM (P.CO.) INS BffN Y£ROTED MR GOMPLLWCf W ACcaRwNCC mM WE 2017 (6T4 NRON) OP MC FLOR/DA AULDMC BOB, TARS 570RLA PANEC SYNLL dGE BE /NSfALLN AT HIGH YCLOLTIr HIIpp, r LANES (MNNI-DApf / BROIYARD COUNR£S). £OR A IHNO SP£m A$ R£ONAED BY M£ JU P£F BEL]KN 'MROf )N[ ABOVE YENnowim CODE, R/SdCRON WHERE MESS SHvrmRS ITI[L Bf WStA(1E0 AND M8 A MrC•KIMLL/h i"AAT KE-0.B5. LA AW ASYC 7_ 10 TOR I/STACLAIlON,9 UNDER TOIT /8C AND BlulL Nor ACEN DIE RAAALAUAI (AS4J DESCNPRESSAARC R1I4X'S a(vGTN ON SHEETS $ 10 F7? AN w ORDER TO VEFRY ME A90YE CONORON, KR15. WM DESIGN MNO LOADS DEFERMTNEO PER ASCE 7-10 SHALL BE MSt REDUCED TO ASO, OESOAA WwO LOADS BY MULRPLHNO THEY BY All IN ORDER TO ]0 COYPAFE TMSE W/ MAX. (ASO) 061GN PRfSBURE RARNGS INdGTFO OR SREETS % 10 MRV 15. ,N ORDER N VTJF, RNT CUM3vEMS AND ANCIONS ON MI5 P.EO. AS TES1E0 MERE NOT Wf]R 57mmm.. A JJS wCR£ASE W ALLDWABLE STRESS MAT WIND LOADS (TAT THE USN IN MER A Mla A DURATION FACTOR CO�I.W IVA$ USED FUR W&Rc TION W f;NymurRs W mxD. STORY PAREtY ADEWACT TOIL /MPACr AND FATIGUE MSSfANCE NAS BEEN KRUTGY W ACWRDANCE WITH SNTION 160➢.1.2 TO Or 'HE A6LNE YENRR£MN YIN CODE AS PER A4 IS F 112MOI-M AND106,0.o2-05, AS PER IMPACT ,,W EA, M1 NT ASTU E-1995 STANDARD A ASTU E WO-02 SfAAAWD. LIMITED JO /NSGLURONS 4TMw WINO ZONES !, 2 & l AS AEARACD BY ASM C-1996 STANOAR4 9. ALL ALUMWUM SMET METAL PANELS SHALL MA, SLL52-NJI OF •DOA -WA ALLOY. J ALL AWUwUV EYiTTS0N5 SHALL BC ALUYINUY ASSOCNIION 606J-r0 µLoy & MA,,, A/MLSS OMERMSE NOW. I. ALL SCR M TO BC STNNfC55 STEEL JOA BP JAB A6/ SERIES OR CORROSION RESLSrAM BOATED CARBON SIM AS PER 5(CWN Ow 5W'B W/ 50 As' YIELD SMEWTH AND 90 k./ TENSRE SIAEN4Tn a YN4 it I I.JJ1. CW MY W/ TLORIDq BU/tpWG CODE 1 BOLTS /O Be ASTU A-J07 GCVANIZN STEEL OR AAR JOR SERIES SURALESS STEEL MFAA J5 eei YININUM YIELD smcAAmf. A NiMORS 0 WALL SHgLt BE A5 MLLOWE` (TUNERS, OMFRWISE NorrB) (A) :0 (MSDNG POURED CDT2RETf III" / GPL'ON ANCHORS AS ANNU£AMR£D BY. AT, BUA0M. GLX-W NKfNRS OR nW —" R !"AM '" AS WNU£ACTURN Br Pon'(R FASTENERS. 4.C, AND ELCO W,,TAAAA +/ PRODUCPAN£(WTE M. aWTE [LY, J/I' ALL POINTS SOLED -SA ANCHORS AS DIS,RIBUIED BY ALL MARAS SLRS,, BOLT 6 SPECW,LY COYPNry, NOTES' A t) uwluuu MOMA'AW ANTO POURED C CRETE Of TAPCON AND ELCO PAHEIM l µCIgRS 5 1 J/X-, A2) 7/B' GLK-W AAA 4 , SAWA Be ENRREEY EYBEOB B WM M£ POURED BARASRETE NO EYBNYfM ARM SWBAA SHALL BE PFRMn1E1, 1/4'0-20 SERA W USED SLMLL BE , I/I' LONG MINIMUM SRO✓W S'1 MET, AND I' UeIWW FOR WALLS MTN m .SIURO. AJJ MWIAfW,A EMBNMEM OF 1/41a a J/A' ALL POUBT WL/0-SYT A,,,,NS S BE 7/8' WTO THE PoURN CDVCRETC. NO CMBEDYEM wro SNLY]7 fi 4 BE PERMRTED. 1/A' 1-20 SS. LUCHANC SCREW U 9 BE I I/1' LLWC uWRNM SHOUW SMW0 aWT, AR, I' MINWULA FOLD S AAAA IYRH NO SNCCO. nAl IN CASE RNI PREGST 510NE PRCGSi [DN[RtT PA BLS OR PAA R BE FUND ON ME EXISRRD WALL OR IE W.P. ANCHORS SI BE LONGSI ENOULTA M REACH ME WW AAC BEHIND SUCH PANELS ANLhDpALE SHLL BE AS Mq AMD ON NOTES Al) & A.2) AWVE. (6) ,O Cp^MC CONCRETE BLWK WALL' 1/4' A TA/CDN ANCHORS AS MN,UFAC,LRN BY LTA. BUAL .. :/A A A 7/6 'GLK-M ANC OR ELW mole & /sm°R "PANSLAATF" AS NANLFACIVAN BY POWER FASTENERS, ANC, A140 ELW CONSITRWDfAA PA DINTS R£SPfCRVELY. i/I" A e J/I' µt POINTS SOLID -SE! ANCHORS AS OSTR/6= BT µL PNMS SCREW, BOLT & SPECMLTY C Mr., NOTES fl I) UWIAIUM EMBFOMEM V TAPC'pN AND ELCO P,,EIALCTE ANCHORS WTO L pf2 BLOCK ✓R)T SHNL BE A //.' BS) 7/B' MK-RA ANCHORS SNALL BE ENRRELY EUBEDOfD INTO ME WNCRETE BLWII WWr, NO EMBCDMmr INTO STUCCO S BE PCRARTED. 1/410-20 5CRN5 USED A,LL BE , l/2' LON, AANAUW, SHOULD S,UBB, E Sr' AND 1' mlll V FOR W,YLS M74 ND STUCCO. BJ) WILA,VM CUB£OMENT DF 1/4! X J/I' ALL POINTS SOLID -SET �ORS SHALL BE 7/B' INTO ME CONYR£/E BLOCK NAT EUBEDULM W)O ST SHILL B£ PERARERD. 1/4• a-20 S.S. NAtO N£ SCREW USN Sufi BE 11/2' LONG ABNIMUN SHOULD SIWCO E,,T AND 1' YlNBlUA/ MO WµLS NRN NO STUCW, EASE BNr PRECAST STONE OR PREGST CONCRETE PANELS' BE FOUND U THE EXLSONC HALL ANCHORS SHALL Be ,q4Y,' ENOUGH TO REA(ST M£ WAR STRICT✓RF BEHND SUCH PANELS. ANCHONAf.£ S BE AS W = ON NOTES IN a NO 82) ADOIT. (C) NYJROPS SH L BE ACDNICD MUOWAAS A4 OF MC REL'OMYENMRONS AN0 SPECRLAWNS O' M£ AM1CHOR'S MANUFACTURER. 7, PANELS ANY µSO BE INSTµLN H0R20NTALLY MLLOMNG RISIA TAON D£TNLS SHOIYH ON SfCRWLS 1 RWU 9 (STEET J & S OT 15) EXCEPT THAT HFABE RS 2. J & A S L NOT BC USN. B D S{LLL BE MF RESPDNSIBIUh OF ME CONMACIDV TO %E"R" THE SOUNDNESS W ME STRUCTURE WHORE SNORER IS TO BE ATLICHN TO AISM4£ PROPER ,ME MIS SHUTJ£R SMU ONLY BE ATTACHED W LONCRLTE BLOC: ORvOOD NNMf BUILOW.'5. 9. ME /NST/LA)ON BORTRABMR 5 TO SFAL/GULK ALL STARER CLWP AAAWT EDGES WMCH RCMNN W CONTANWW CNTOACr WAR BUILBWO M PREVENT MWD/TNIN /NMUSION. GLRX A SEAL SHUTTER (RACKS ALL AROUND FALL LENLM To' (°) Na P.ED, PRCPAFN BY MAD CMRABZlR IS GENERK' AND DOES Nor PRONW IN:aRMARON MAT A SI,C SPE(7/TC PR T' l.e. W MC THE WI£ CONOURONS GEN.pE FROM ME P.E.O. {6) CMTRALTDR TO Be RESROTTSIBLE TOR ME SELNRON PI/RGIASE AND WSrµLATKW WCLUDWO LIFT SAFfh OE TARS PR Al BASED ON I PER. PROWDED NE/SHE DOES NOT DEW(( FROM ME CONODl0N5 OE/A2fD ON Ml5 DOCU:IEl71. cousmuCOON SAFETY AT STE IS ME COVTRAI.TOR'S RESPONS/BANY, (A) TIES RED. WALL BE CONSIOfRN /NANLID R µBRED Or ANY NfANS (e) SAM Sp- I'M PROJECTS S'AAALL BE PREPARED BY A FLOMASA REG15 M E AAEER W A AUTFCF WARCH IWLL BECA ii THE ENWAAMR W RECORD (LO.R) CUR ME PRWECT AND WHO ' MA, Be R£SAO ,, TAR ME PROPER USE OF MC P.ED. ENgNEER OF RECORD ACRNG AS A UELEGTED ENGINEER To MC P.,4 E,WNEM SHALL SUBYn tO )H, /A,,R IRE S/2 SPECIM' ORAMRA:S FOR REyEW. (A) TARS PEA SANCL BEAR O N. ME DATE AND ORIG/HN. SFµ AA,,SMJNTUHE Of ME PROTETSIONAC CNpN[CR OT RECORD DMI MS 11. SNVII&p LLwU9r"E MS LABR SfNL[ B£ LOM/FU ON A READALY AAWGX LOGn4Y AT SIMY PM'£L W ACCORDWCC µpH SfCl10R /)W.9J OF TLOFIDA BALDING COO, ONE LABEL SH BE PA CW FOR AY OPENING LAAELING TV COMPLY MT, SECTON 17D9.9,2 OF THE aM A M AARA, CW£ 7N/5 ORAWITJG SHALL ONLY BE USED TO OBTAIN PfRMBS IN THE STATE OF FLOR/D4 IT----- --•Ww .....Ac {n✓n n/gn reloc0y Hurricane lo, °L9n nm¢ Arc 0.040 BERTHA ALLIMNM)510MPgNEL LeY2RrA .5DE. C 0 IvtB. I 'EASTERN METAL SUPPLY, INC I """ 1 17-094 I R, 1W .�Z CONCRETE ANCHORS (SCE SCHEDULE) ---------------------- I�il i�( j�li � �; �'�i II i il'� 77-1- CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SECTION A - SCALE : 1/8' . , - E "OT TI� (SEEcOUPoN,,TA SHEE( $A O 15) cl m c sm¢ wi amen a60-(! sltl.usryasl an tvm-smbxl aau swn anav •^- avar Kilo ONI 'Alddfl$ 1V13i9 N831SV3 TI d330 SZ2 iiAMA Wl!/IlC WIINIWrI]N Mui L]a- n�. MVW.a�s�/IA runs J.voom m4�r .�aa O ', 9 � I 1,11'CQN3 �dAiQ/s `�: L/ 3bY S! WB C✓JN .1FlMi NW VIT^SV/ ANI' LM 0[ AYM ANY M wia6/roJ A 'ov"� !I Liil51 Z'° a iv 9/pN' 1Od SY ]e NYJ SNOIU34 DMIMOn >M®S/tlW V/lrq. . ";> y N� M C �� �� S Ob � HJU/I.ZC/�/C � slb6 � � � SNOLL]IS JO NWMnenW UQ! 31WA � L W `YY � • y - ury mwvron a > slma' I.L � I mamwa ' � ITan>ws aps svmNx nrl sannaw m-rr.] ao sNavn I Taovg oar JaviN>C azsl ! raa� r ri; REMO" 'o+ ans nnn»os nsl la-Yrv> aU 4.nbv1 II I � , I- 8 I mr ' I I-ll✓MY31T' ; � 1 -<r/a'�+°e v%i ? ' � ssrs�>�� w waartlws � i �tr�%•evii ! 3e 1 I SSYIa ?Vf51a} � I I • IG w NCnMYw4 44<1a pMISV) I ! p! h4LgA'AS I ' ! Y.7,.nves udr 3mpJNx Jssl ° -'—� rawvds am rvlanor mJ 4fL—ro ��' \ saaow m-xM av tMnPm /•/ saau.+. w-m] eo .woaa't Ys/'i. \ (saacwY �� 9,u��Yr wes'i+m"ss ml • 3Ynl9p Am ro J (av].ar uas 4amNx nzl . Iwe W�.isnw ice:: [w aAaMr ll•¢v rn u-a,ni JL)d>lm �sr.No] P -WtlMb --wa»vJ a welts ! T i I (aa]Yes xv nnvayo�ssv�9{ a ev tmernlul� Aoz�%i%7 ®e MmRmb +IavVMu 0.l9 ao <as -pros unv n. v-An] CASE A (Plan) SC 1/4' - 1- P•. J-. ml. yw mn a 60QJ-i6 410, CUL I✓n. µLAC INIM u.,:lµ - a IP• a C. CASE D (Plan) Scv I/,' . I. KYIRO (.yggiC - R� J� m COMRLrE eeox� Nµl R(pVIflCO I�P.SW' C4K'AET M9Wg5 CiP () SI OF� ar Wq LPL Lorna. �/ Y.s'..095•Cw. ne... wkse ors -0�OLAM1v. Odr n(IIF � 6 as 6A az P a+Ga f2 a1 f3 Q CASE C (Plan) 1p�e nur a . w/+vwrv�r J!m-n!.'ov soeJ-rc ium mnA .Wn. 4VC([ CASE B (Plan) SC Cr 1/9' - I • END CLOSURES DETAILS CASE E (Plan) .. m .a M... HN21 LD.GIN Pxl9Ml .GME 4010'ALIM.NN PANED �•• lP..IJ It A'.S t t f]30. -ISO 1)'-9' I}'-O' fl'-9• G•-0• I1'H -25.0. -M.0 I2'-0• ..b.4 -010 11'-I' 10'-6' 9'-II' B'-6' 12" .JSo, -10.0 10'-]' 9'-10' 9•-.' B'-V I2'rf r14.4 -1],0 9'-l0' 9'-e• 8'-9 6'-6' 1}•H .r50. -no 9'-1' 6'-10- "-I• B'-.• 12yr .na -no B'-lo' 8'-5• .Y-11• - It•rr .35.0. -60.0 B'-. .' f' r-7. 12'H .600. -SA0 6'-O' 7'-9' } s II'H .610. -ALo 7.-3• r-S. 7._0• .7O4 -11.0 rt'n -.ao 6'_6 a6 bt6• _ 12' .640. -no e•-1' e'-r 6•-1• - u• .65.0. -90.0 5•-9' 5'-9 5'-9' - 12' 190.0. -95.0 g_6' S'-6 5'-6' - II• sW.0. .1000 5'_2 3'-2' •IW0. -104 1•_II• I'_II• +•_11• _ 12• ♦IISo. -120. .'_1' 1'y I'-1 - 1}• 11MQ -125. I'-2• I'-)• "-2- ,no -130. P-0' I'-o' ♦'-0' - 4- SECTION 84 IS ONLY vAUD FOP. MAX. AS.D. DESIGN PRESSURE RATING UP TO +70• -75 PSF. !f MOt. ANCHOR SPACING FOR SECTION 8A SHALL BE 6' O.C. AIPTE: MINIMUM PANEL LENGTH IS J'-O. •�MARIMUM ANCHOR SPACYNGS ARE YAUD MR J 1/2- EDGE DISTANCE FOR E A LESS TRAM J 1/2; REDUCE ANCHOR SPACING Be MULTIPLYING SPACING SHOWN ON SCHEDULE BY ME FOLLOWING FACTORS (NOIF : MA. E. 0. FOR CB _W ANDHCRS IS I I/I'J. FOR THIS OPFRARON ro 6£ POSSBLE R£DICYD SPAGNC TAWED USING FACTOR SH1U NOT BE LESS Mud MINMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCNORS LEGEND. FACTOR AC L G D, PANELAMT£S UPCON SKID -SET GLH-lN J- 2 1/2- 2. 1 1/2' - J9 ANCHORS ANCHOR MIN. TYPE'SPACING TAPCON/ J D- PANELMATES CALK-Lv 2.5' SOLID -SET is* SW NOM2 ON SHIFT II INRU 15 OC 3 ) PANEL U7NGTH UNIA)XWS FOR FLDOR�(DERBro a AUATI N PnD flAV1 IAAN BWIdNOS FLORIDA , 14IV' (Ip4( pp (��umt• tnnc+M m°MJ— ' ceea• (� monp—y I.svj-. I I--.,sm• >0°• u�• � ��(ns¢mr n°r), I I tp A•.,.�.aa � � I �j.+on• r.aca;- I aee�— ,.aw• nag ,. j i- FULL PANEL W/ H A.A F NALE PANEL W/ ff&yyEO p �- I r---ILDU'IpITCM IIprN) ,_wv --•�. r.aw- acres•— i reacw a ' -: 21n•�iew•=irn•= ---� OPTIONAL FULL PANT / w j —iow-n.JJ Q5 3' ANGLE BUILD OUT BRACKET c ,ss. Ana e m I L -:urL 12 'M/NI ANOL�WGN WA I I7 ' D I9' rnrO R4S'R i Mp ai. Ham' HEADER 3' Mom. 'I/' BUILD OUT 5 e F31 m:v: u•. ,• QU• HEADER --wad' T F-r.ro•—i �'�. LL 'I.,urawrr 44�-i°ao--1 0P�1 _ s. am• arc« p> 8 6 3 8' B. O. ® t I/4' uAY B O O7 REVERSED 'F' ANOLE TRACK "�•~ F' nUCK ® F' TRACK ANGLE 0 1'x2' rn ppcy AN�C!_F r.21 iT.,•sw. u•ACr sure. u'-I• sweu'•I' wur. »•. ,• OPJf�ON lI OP710N 2 10 KfY HO dJH�LE Ar O �j AT dL LCAT PANF�!L�([17 PdNF ��L (. lot KHO C WASH�y� sne•�� (OPTLON To u•. r r.us• r3 2•• rM y � r/B' ANa:rC WITH rnsn C'. 't`� JRe(•v IOLm. IaRv Ar rw we `2; I/Ww Pet r/ s. . ss. wc...s sixn. ramvs -L a@ II �• � $ II—gas•—I—'� ,. f6 "'6�'� "• L° W" P COMPONENTS FLORIDA BUILDING CODE (Non 'High Ve/°°II JHumi°one Zone 'mrP sA+R¢ ^•� O.OLUM AO BERTHA A/N[UlM[].SIORM PANEL .c (7.25' DEEP T1EASTERN METAL SUPPLY, INC 6Q.INC _...- Pw . 17-094 MARgC /b sxmuav Florida Building Code Online 2/16118, 8:51i � ct� � T '✓ ('d y �, 4'SPJ'f.v. � S, , f y h r s`aiat'i`c r' ?� ' 1V�`✓Y Y pA15�i11 YL(T Yr Wil'4 K " 3 1 (' i �.(� �V��� §:xr yJ„ �in�ss�B��PEufe�sdana�j �egu�'af {flod"'J' ,7t 2ar'M1rs''x 7yiti,:i"--'�:w+iv t. . P duct Approve I ra `a,"'i upz R: Public User _� �s1� {,�,� ;,a �• ME �✓ ,t 1j yy AYKay i"^{iS �P>f ya"}iPfl. Mint `l Y II, 1yf i..ir �PCMWAA, 41(UJ[4211ks 1rY>/+SA_f,.�Q! Submit Surcharge Stats, & Facts publications MC Staff i OCIS Site Map i Links Search Pta4 �tt Ao_ a�nu � Protivtt or A II u Search > 60110tlon List > Application Detail FL # _ FL13192-RS Application Type Revision . Code Version 2017 Application Status Approved )v Comments Archived Product Manufacturer lames Hardie Building Preducts, Inc. wr Address/Phone/Email 6300'C�-Anws"""'"'- "^ ' Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 Pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. .. • Fontana, CA"92337" (909) 349-2927 Category /✓Pingsheng.zhu@jameshardle.com [ Panel Walls Subcategory SldIng J y � Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Dgawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By .John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence EL13192 R5-M RIO - Cert'f'Cate of index endence Adf https://florid,building.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47agxmaHRnHilDSL7Rnc9,l4NP2iZim2vO,A%3d%3d Page 1 of 3 Florida Building Code Online 2116/18, 8:51 Af 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_@-€guly Rio-26 B-17 ASTM C1186,c uiv LLedf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 j Model, inber or Description 13].92.1 Cempla k Lap Siding Name I fiber -cement lap siding 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 R5 li CemPlank-Installation odf EL13192_95_H ER Rio-2683-17 Plank Wood Metal Frame, odf FL13192 R5 II_ER RIO-2687-17 Plank `;hinole to CMU odf FL13192 R5 U_ER RIO-2688-17 Plank WSP Sheathing.odF EL131$i_lii_11_NOA 17-0406 06 li f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports EL13192 R5 AF ER RIO-2663-17 Plank Wood Metal Frame odf FL13192 RS AE ER Rio-2687-17 Plank Shingle to CMU pdf FL13192 95_ FQF. €R R10-2688-17 Plank WSP Sheathing odf FL13192 R5 AE NOA 17-0406 06 odf Created by Independent Third Party: Yes 13192.2 I HardiePlank Lap Siding 1 I fiber -cement lap siding 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 EL131192_R_jj_99 RIO-2683-17 Plank Wood Metal Frame odf FL13192 R5—U ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5_Il_ER RIG-2688-17 Plank WSP 5hgathino,pdf FL13192 Rs n HardiePlank-Installation odf FL13192 R5_1I NOA 17-0406.06 odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE_ER 910-2683-17 Plank Wood Metal Frame.Ddf EL13193_135—(DER RIO-2687-17 Plank Shingle to CMU.gdf FL13192 R5_A�_ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 A .-NOA 17-0406 06 pdf Created by Independent Third Party: Yes 113192.3 I HardieShingie Individual Shingles I fiber -cement individual cladding shingles 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 Ll 1 _RS_l[_ER R10-2685-17 Shinole Wood Metal Frame.odf FL 13192_R5_ILH a W ie5 h i ag le -In sta Ilation. o df Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports https:tifloridabuilding.org/pripr-app dtl.aspx?param=wGEV%OwtDglsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9nl4NP2iZim2vOrA%3d%3d Page 2 of 3 Flashing behind butt joints provides an extra level of protection against the entry of water at the joint. James Hardie recommends 6-in. wide flashing that overlaps the course below by 1 in. Some local building codes may require different size flashing. Joint -flashing material must be durable, waterproof materials that do not react with cement products. Examples of suitable material include finished coil stock and code compliant water - resistive barriers. Other products may also be suitable. rE Z r: &(; Sec. 1 do 5-A. Flashing behind to add an additional layer of protection from water infiltration_ . :Pin. onto the course below Pneumatic milers and cordless nalers can be used to attach James Hardie products to wood, steel, or masonry substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nailers should be used for HardieTrim® boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for 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 z nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure r a . that the nailer chosen fires the fastener recommended for each product for the specific installment situation. PNEUMATIC NAILER USAGE WITH JAMES HARDIE® PRODUCTS Siding Guns HardiePlank® Lap Siding HardiePanel®Vertical Siding HardieShingle® Panels HardieSoffite Panels Roofing Guns HardiePlank® Lap Siding HardiePanelg Vertical Siding HardieShingle® Panels T!P !! framing nailers are used fa4i)sfb1 James,Hardre products, he sure -they are fiffed'ibrth a`flush ineant attachment fd.conlrol nail Ling depth:! Finish Guns Hardie Irim® 5/4, 4/4 Boards HardieTrim® Batten Boards For small penetrations such as wires, electrical conduit, and pipes less than 1-�/z in. diameter (excluding hose bibs) no blocking is necessary. The circumference of pipe or wire should be sealed with a barrier foam and/or caulked. Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure. Before installing a'unit, please consult the architect or structural engineer to determine if additional bracing is necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains should extend out 4 in. from the wall, and angle down. James Hardie° siding and trim products should not be butted directly against mortar or masonry, including stone, brick, or concrete block. In these situations, a flashing should be instal to isolate the trim or siding from the mortar or masonry. Trim 1`99 F peLo !/a -in. gap 20 PROJECT RIO-2577-15 ENGINEERING EVALUATION. REPORT FOR ATTACHING JAMES HAROIED BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS COVER PAGE TEST RE TABLE 1., TABLE 7, ALLOWABI E LIMITATIONSOF USE JAMES HARDIE.E3UILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA,.CA 92337 TABLE OF CONTENTS PAGE 1 LOAD TESTING WABLE DESIGN LOADS BY PLANK WIDTH GN C&C PRESSURES EXPOSURE D 6 (MPH) FOR HARDIEPLANK SIDING 7-12 12 AS PRODUCT:EVALUATOR;.THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THEREOUIREMENTS OF THE ASCE 7-10. THE 2014 FLORIDA BUILDING (CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY. RONALD I. OGAWA & ASSOCIATES, INC_ 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714=292-2602 714-908-1815 FAX STAT F •; �u • Cam. IJ � s�JON'N-.,, ' HUNTINGTON BEACH. CA 92649 714-292-2602 714-90 1815 FAX PROJECT: RIO-2577-15 .LAMES HAROIE BUILDING PRODUCTS; INC. TAB8542T343 m:oglamesnaltlie.can EVALUATION SUBJECT HardlePlankD Lap Siding Jamon Hardie Product Trado'Namas covered In tttfe evaluation: Hacftft a Lap Siding, CemPlar kZ SiEn9, Preval— Lap$idih9 EVALUATION SCOPE; ASCE 1.10 201{Florida 01Yd1d9 Coda 2012 I14enlaticne1 BW.i1g Code® EVALUATION PURPOSE: 'N5 ancIpS is In dototMm IFa maxi'Mm. dossln S5op0116 RUSFvind ipoed 10 be mS13106 bT an a55eam)r of NardlapWnk (CamPlarir, Proved Lap! w.g 1a;ioned to w0c.) of metal Ira nong non naJs u screws. REFERENCE REPORTS: 1. lnlMgk Rep31131.48104COW02. TlansYMw:cad tasting on HamloPle,k and Farr-Cemeni panNs 2.",t )1 Report 1907170s8CO0-003, Tramversa lol'd toguAg do NetiliePtank and Haa.swm9la 1144P' \•UtJnr.Yry . �N SPATE 02i, ,Z' -;cFs5I0NA��;; 4L VJ` IO0.1O n�VVRVV•R JInCC. ,W HUNTINGTON BEACH. CA 22649 714-292:2802 714-908.1915 FAX PROJECT- RIO.2577.16 JAMES HARDIE BUILDING PRODUCTS, INC. I-B89-542.7340 in(6($jari125h3rdi§,Cam TEST RESULTS: Tabor 1. Re,ulfl of TdnavoraeL09d Tva1ln9 Report Ndmoer 0YbB704000a01 ]7{81,O4COO-007' /0P71]Di6COQa38] 108717048COOA07 TaSt BRenak lolerlek tMWOk Intertek TNckrreu (o.- 0.3 25 0.3125'.: '0;3125. 0:3125 IWidlh W.i 5.26 '.,'9.25.. '25 8.25 - Frame Typo N'u!Msz'%1 SPF WI71IS ass Wtpal- '.Wbwl2 x-4'4PF W/All6' -'OSflElida0Kllg' Woad 7KR'SPF wift6• ..OSB'slmatMg vmwrx4'SPF W171t8- OSH slieatlpng Frame Spadrig"(N:) . .12 Fa3lenefTypl: 8V(alarjt0ad�evr T Sra"k 0.375•HB YS 6vayfdhaad scciv,l 'S78 O ddnng sunks.* 19 stl,000-jr02t5 "da'iings0onk'aidipg I.5"x0.r7SG'r 0,21S Faslenar' m'(tiKryea) 0.H25. `..(:1.028 t,5: F.S' Fasten) Whod, BlvW hailed to 068 7 IN n51t6d:fill OSB Band Oeked10O39 . Blind naked 10 OSB U9dlala;koad Pt - `310.0. `fWO IN' � ' 194 ' Deli dlbad 103.5 ';;48. - 'So.7 66D '£7f"-ivdTrpail- "7V 'W. - a333,- - ':;A667r 'Gan 0:292" Ilodaslrirkr) .. J4:s - '3pi8� 19,7 f�9d Adjw(ed nitWjv-&eldeP!4ln load (astalAerj .. Y✓" . 35.8 '35,q •. �..._:',� Nei Fasts Penel'aliM(10nPEI, ,."... 0:437 : • ... '-0.437 Woad � " .. - ' 0 i0. O;YO NAB Silarai plim9.fen((n.1;R'_ '' - 0.090 '-0•W0, vJi1ltdrwm Id J%g Bf<re pol Nn$' 2072u 5R,15�g(IaSn.'perlalres�q W 50.g.09 Cm iw :u:vne; n:r4r�al We atom. xaa ren Lw mat R.4 Via Ne n . Gt verraiive tro ws'1 b4 urea nm+:tma oesti7n roPg lq:oelerrrllnpp.INm uOnWd Wae'dMidM:l?Yaf6dlef bla?I9tyc(3. tiePfank9dmg eompfieiwtlhABTM C I188, Slamletd'Sgc�iCebanlQ(Gr'atlell. TypeA AbnasMsiok Fiber-Cemanf Flaf 36e815. eq,:SYa§.•ip epeptlE,greedy e10:70-16r.&V Mink na4ln51a&&&n OSB (SfeCommelWed by.APA T7-0390. a C:dnfdled inslyndr WIN MMplrirl.rvdh ole lrM /f9i1,8 ilddprC11.t1W:mMe egrisiervativrf aL0 w,9 bo {Ysed, For alf wsei In1pe lable'_lhggdf Mki Pd 'BhArs 4 design li 0. W' j5 etkipMeal as- •Mxre, Ca = load daialkln fatlwperNDS-2012 Tacle3:3.2 for%iIdfearinglldke bald-^ 1.6 v.' =1Nihdraval'defgn vdtu6 vlalaeed perNOS-2012 of ESRh339,ivtidrerar appkezbie P = yslenei'emyeilPrenrd, - in. Nrt,en M41 Mmik: Di 2 9-ON Wk0 tiro S 6:315 in b ftq smooth stunk r1ad6: ND$-2012 evaGan ( I13.31 is used to eakaWte .:imdra9ral dbs9n valie • vi = lug 1hl" '- U . Whom - - G = Mod Sp6FJik,910Y!ty'PW Taple. 11.3.3A n = rod ShooW d'simelal,ot. Whan nag shank, U. is labs wAn; 0.00 FUr,w in ine oasar of rng shank nods. the vr011arsival design sakios "le colaidec from ICC-ES ESR-1539 Taois 2. ��! 1I) �.1.OGAW'- �y •:-. STA p � Q. c -.,Jrrrrrili IOOJa MLVVIVVVIR OI RiCI Y4V HUNTINGTON BEACH. CA 92649 714--92.2602 71i-9091015 FAX PROJECT. R104577-15 JAM'ES IIAROIE BUILDING PRODUCTS. INC. I-BBB-542-7343 intogjannesnard(e. tarn For robin 2A to 2C lne de5rgne loads VVl be eakWaied by pr tang inif gbatyry.ara0 to e3W fasnrn r. dmr¢by design kind in (wh fasio wi- W9l iv kpgA rcin ta:d By mr,0 so, Inn e alM.vta5le Ues:gn fond forWS HaNIeFlanh.v4ddtr, end stud sparing 41 bep4fermmed...' Table 2A. Anowablo DosIgn Laltils Baead, on Gonstanl Fnslenef LOad,46'.wifer'bgad 6crew a 0;37T' HD, faslonera concealed (blind screw( at 17" O.C. to WSP chitathing only For 5.25.51ch wide.guil -w k- " f)esgn bada1Alinlala fa""o FOS><-310.4.liellf- A03.5psi E11Bt1Ne 11'uutary • t(pljnlc.W(dB ,BgwFLtl:lo kR00icy_X'I{LvlFmispxmgitta4) _ (i5.25-1.26) X.12WI41= 0.333 sq.ft For HaNial'2n} (inches) E U-D• u '3.25 d70:4 12. . .'u25 12 0.97 -04111'"'-,0.5: 7:25 V -f0w 4ZY -4W . T,3 12 : c0.521 : -6=3 .'-32A . %25 �01190 -3y- .. 9' Table 213, Allowable =.34.5 potf(sds V1441= (i9.291.ia> X 121ry44 = C 567 Iq.l:. tY1ps J on plank yndlh by area tn-vary for Iha, Itr3Han 10 be oicnialed Do fig'" Iba0n Basal) oO GodsWl FastopBfL.oad irl rFttg:ehanq�s7dfalg nail (1:5's009's0.213'i; tdsienars colmoaled (band nail) el e' O.C. to WSRSM1eWbtnd only Far8251q'J; Wk(e ryazdePiariit 099I9RI?d•1 a0imms f9P1rq'Jw,rLlpb$. 15X 01/3><--R,7.Or Ertec11ve 1lflfbtery ((ptar$C1litllfl reap.,,eetl til wee9lat X faSloM/ spiull0Yi441= ((a25.1:25j X 8pI44 = 0389 cq.b raatanat Igpd daslp� Ioadkitk0layarea- -59 7 x D 369 a -14 71bs 00 fgsidrmr beds For other plmdl xiddl ttieig rrmgWadbasatl onlha sam6 lasleder load .C31M31M x1loMab19 iiem'n >fostmitei 1ut0fena rgg1:0d diwaw by a+aa Irchitary I W Lae conistion to be ca vai9a HardiePWlk t"ndln '(v;tilusl aa' o V•�:3, q!rq.�',, m,N4-g . m$•,. F m � „ ;;�� a:S"'. ,'..:0.347.': 935 .0 .0.444'.: .:':. i3:." . 49:7 5t .ft 0. 3� :0' •19.7 I 12 6 "97 +ut).: 497— Table X. AllowdJla Dm For The ad,)4A HIWsbaah alding.nell (i 5"a0.09"a0:2151, astenws'concealed (Wind nail) at o' O.C. Im WS,P anaalning only IDS.=-19ft P51f:0'+-SOd isl )_expgAedto MropJlicr X (asl¢ner sP¢6eg111441=((8.25--1.26))C6y1 A1= 029-<sq.n 1 H:nd,e(Rard Width lincneal 0 9 g „, 2 ?: c m b_ i. C C B 0. m.$ 3 21 e w t ci o , y a LL �' 5.25 0.. 0:167m - .115.8 -19,3 625 6 ..:0.206.' '-92.6 :,I" 7.25 '6 .0.50" -.:2. e193. 7 9. 0¢60• -7-4:1 A9:5 8 5 0.281 L616 6.25 :19e 6 0:292 44.0. -19A .9.25 6 0333 -67,9 -19.3 9.5 6 0.344 -56.1 _192 11 a 04ta - J .l .19.3 an line sam tasledar load lesled rfdlan d1.ldeq by'ama.Whi iary'fa did OnM19laat to be W.alalcd 1(1fit�� 0GAW9 1 *; F0810 N �ao.V vlruvrn a l RCCI W HUNTINOTON BEACH. CA 92049 714-292.2602 7121-50a-1151S FAX PROJECT' R10.2a77-15 LAMES HARDIE BUILDING PRODUCTS. INC '1.888-542.7343 ini0,ig>iamashardia,com DESIGN WIND LOAD PROCEDURES: Fiber-tarroef &icing rlalawarao.ldad CdpaW (W rd load:mpac4y) IS C61oIm(Ited via Wrppr, r o lesWg an 4+m}ven:e Said ollik iii tena slw dw: v,o the Irmsversa I:nx: tesgnp e.1 avr --able. aeslgn load,, is dater nined b'asad 40 a factor EI sality of o a}pliadIn Ind, 0irrole test load. Sim& the all wa0{e design lad isbases of fatlorN safallfdf 3.0mabfa design loads;on Tilpl-Gsmdid siding correlate &tecfiy Io requa9d docgq prassurtS iaf B➢Gr2DW $IaSs Disign. and Aerelord&baW be used VAh'roin xoingn igillimg egiypioni for Al"Gle Etna sp�Oosigq {gG61. ' By uskrg Iha N,Tbpglbn Iaid!ry0 equaCains for JJlaria,N,eSvass pesfgr, (ASD), I1ra tasted afi . bid, design loads for filet-vmehl S+r6ng are aigneC sv.N Ilia arm SPEW'eq,atemat45 in ' ASCE 7-10F'gurd Y6:5-1A: Fgtfre 28.S-IQ. and Fg'tire'N.biC. Farp,analysis. wnl7. oadcomutrab 7usa:{5;oddct Ihplobd combination w'k. Da FlzccfKSl6nx yhin pSGE 7-Io SeaioP 24 comW:dngnortynal toad<usir a»owadr sings design, load dcnd•LlviNn 7. Load mmliinnfion7 uses a londfaddi`ai 0,9:eppfed to av'wirm veinaty Pie" - Equation d; gp000250'K,'K,K;Vr (W.. ASCE 7.10 equa6tn 70,3-11. q, , vglociiy prossure'at helg(s Z. K, , vekdty pressure e"tire tu21i1ciml, evadleled al hoy118 s K,, , lopograp2c)apor t(, , -W, naetl,walfty iacldr V . basic wind Equation i. VoVA (et, 2012 IBC 3 2614.FSC Saloon fa92.r der,-.iwAj;J �.. , rilO ,al. daiga w'md eped03 7-aerdm gist I-IPH1 ao!xmuied from PM12 IBC, 2044 FBCI Agures IW2A, B, of C: ASCE 1-10 Flgvesi 26.5-IA, B. a G Equauoh 1. Peq;(GCo GCA imr. ASCE 7-11) 60atlon'30.E I! >.C. {cgdiira faoxtenvnl piessue �afeffilyeM.bnd pusFedad,fa-Idr DC .ol MUu'rf]ntamat p-easipo wNeoonl ajti8. gydi-aYud !nitx ,p , design prdselae IPSfij ter eb14n0 (Nibq¢ahldde0gq load ion. cidLp) 'ertnF:i daslQ.s pr6;sure: substr'pde ql. into Eque60n.3; .wn l: p=O.Cr'1250-K'Ka'krV.<"(OCrGCeI AllonvabM Stfe" DeS4yr, ASCE`7. 10 Sei'inn,2. aJ; iogd oombin'aW 7, Equation S. 0,6D 4 d.6w (reL'ASCE'-10j"riin 2.s, r, tpad carntinadnn 7J D dead. load W wind I6, (load dua to wmd PreSaurai Fa datey ' S div ASbwable.Sh'OSS D9S.y., FlOSSmv, apply Me toad /actor 16,W 6vtna)1mm 6plaaon 4 of p fdvS,g4 iwessure) de:etmined 71m egbadon! 5qusllen 8, p,„a,=0;6:IPI. EquStton 1, q„ = O.U'10.0015U'K; K; K;V.4'';OC, Gpxl] Equaion 7Is used Is populeto TaNa 415,. and 6. To dafemane Pre al4swabie uitim'ate W&IC hind speedlm HarbB Siding wj'Taue 7, Soria Ev"Pa,",7 for 0„, Equauon 6, Vy=(P„y0;8.0.0025CK; K�i4•IGC,-GC,]]�r Appfxabie fo nreTods'speededAn;Exceptions I MmOgA'3.W120121BC. 20f4:PBC Section 1609.1.1., la defe:mina Ina anowai,16 norgd rtwill das.w:ndSpeed lVasd) fdrHcrc'ia Stringllf 7-we 7, applyJim oonverv)on Id, mold tieM1v; Equatlortil.vo^(qa1 � ;rer.2oi21ara7diaP 40ni design\Meld Speed{1secord gpsi mpll (rel 20121SC A 2014; TabW 0, Coefflclanfsand Conibn4 used In Delorml0ing V.and p, i a - i'.YI Ze,re S Heghi (g)EJW-B 'ExpC EZP:D. K, Kc GCn GC, U-15 0.7 (I.BS. 1i00. m6D 1 0.55 -IA 0.18 2D 0.7 0.9 1.08 1 OAS - -1.4 0.18 23 0:7 - 094 1:12 1 .0.95 -1.4 0.10 '37 0.7'. .: .. ..0.98. IA6 1 0.85 -1l ode 35 0.73 - 1.01 1.19 1 0.85 -1.4 0.18 40 0,76 1.04 L22 1 0:65 -1! 018 45 0;783. i.W5 1.245 1 0.85 4.4 076 d 0,81 1.09 1:27 1 0.85 -1,4 0.18 55 0.83 1.11 129 1 O.ai �I G.1B 60 OAS 1.10 1:01 I 0.85 -f:4 0.18 100 0.99 I.28 1143 I h fi I 1 I 0.95 1 .1.3 1 0,13 z HUMTINGT04 BEACH. CA 92649 714-,92=2002 714-9D8-I815 FAX PROJECT: R10.2577-15 JAMES HARDIE BUILDING PRODUCTS. INC. I-BBB-542.7343 . mfo@jameshardie.wm Table 4, Allowable Slrms lMslgn-'Cuinlwpenl and Cl4ddln91Dae14tnssLiat [PBFI ip.ba:Renitted'al Vdrlpup Wipd Spends ine Eahcsu .Cetadory a. Wind SPaad (3. s.IwnA0�11 la0 105 110 its IZO lid 14a. 156 180 170 160 100 200. 210 B' .:a •B" a a B a a B a' -169 =17:5' =19.1 ', ? --2D:D 44R . :,'4D;3,' : •32,5 . - ' -41.7 -48.8 -52.1 -51.8. +14:- -II:B:- •'+9.1 - 24t-'-t:2 315'- 'J7.0' "-0T.i' .a5.e. -SZI -576. .BJ:' 25 -1k:9 ` '-150 - -175- -19.1 '-Y0:0 -21,4 .: '28:3 - :.325- -01T .40.8 -52.I. 57.9 30 .14.4 -15.9.' '-17:S?: -19.1 4" .24.4.. '28i3. , J25 " -37.0• -41--7 46.0 72.1 '-57.8' 35 , ' :1 ':1. _''-1 ' 7:1&2:45.4 ,5 : J].9 30:6.. 236 .8 .Sd:a - ;2 6W4 719'0.::7;-2q1 -- 20 r 8i5 •30,T: 35.3, "40.1 452 ,u'0.8 .58.6 .827 TU.1 45 +192 47.0 -7d6 _ -21;4 "� ':73.0' : '-27.4'- ': 31:7' a0.4' : -41.5 408 -52.5 -58.5 :d4.D -71.4 50 . -10.7. -18.1"",.'-203: - .-2'2A -:.: :24;1 .., -d28.2 :..iU.7. -37.6. .428. 81 �1,1 '$O.J •$8.0 -73.7 - 53 '_17.'1' -10. - :2P.7 :.:2 -:' :.--24:7 ' 128.0-'--•30.,T. ' :9P. 9 '+49b; :'-55.5 -61,8 -88. Im. -m;z -31.0 46.9. '•43. 1 22 -97;5 - 4l5.5 740 . -82.8' 4'. :IOgA -112:b Thblc 6, A11oWsb10$trOse Oaelga-CdigPoPepl al.dGladdh9'(EB.C{I?ma4yT9s{¢jFj lO hn Re�Inled.pi,V'ed0u4@Add,Speedn+Wlgd EaOgauro CninO&v C. Wmd 6Peed 1 saco0dDeal) 1v0 105. AM I15. 120. 100 .. 14R. ,ISD 'Am 170 I60 190 200 Zia .'..C.:. ..,C. G. '..'C: 'C C ', C C G 615: :17.5' ' •19]. "4i-2 -241 -25;2 -38:0' _34:4. '=99.6 44.9 i50,7 -50.6 :D7.3 -70:1 -77:3 20 -08:8- - :5 :5.: .•24:8,' .:''-25.7 -37:4 : .38.4 -01,D ..:q}- ' •53779.2.6. .0 •743'.$1.9. . 2b -:19.4 : . �,2.14 - 33b ...M6-. ' >27.9.. .132.8:. -39;o .:.:53.8 - 4&e .08.0 ;SGs5 30 -203. 722:J_ :24;5' 7207 :: -2B1,- 34� .�-39.9.... 1Sb ' � 514 - DA -. i5 -13.0� .430.9' :D9-2 .3.?' 40.8 +90.9 . .2. :M1.8: - . - - A:. ";513 -$0.2..-8 i5 -T82 .91.9 40 -215.. •-23;7 :. t=:. .Q%4 .:-• Q0.9. -25:3. -< -A 2.0- .;:40:5 . -,54:9' $20-. "-.09,5 :77:4 45 '•22.0 :' 4402'" .20:6' .i29;{: @18. -17T. :43:1 T. 49.4, '.: -56.. :-63,5 : -71.2 .•79:3. $7.9 '.8,9 30 325 -21:0 --272 '. =29,7.: - - a24 :06.P:. .44:1' .' :58.6 : 1=57: ` -DSO - •72.9. :-DS?' -419:9 .-99.2 . .. .. 2.8 -?52 2 'T' .'.<:0F1:J •, .'. 'J's.{0" ' AB;.... _':!49' '..-5T;5: ..,.: .8'-: - ;•. ':7. 4.L7. "Toff60. "� •- ?A-- a5:: -" - -.>+4 - - . ".'55.U. L JT."D3.8'=71.0 L 1 .43.4` 1:.; �f P5.5 1 ,8' -Y30:3 -143:9 • ,nlwwuws ayrvaa.w.alyn-oempV.npm elw&ItaglllJ(1.1yd1.lY.{BiEVR!-(FSFI IO pp RBtl4 todaLV4rtPOt Wipd 5Pba0e-yVlntl E:YpP3uN Ckly9ory �• cdnd nail t00 :IDS. lip ... '175 .17 IJO':. ':14d: .. I50.. .160. .- 1* 'HID.. IN 230 27C I. II'wq 0. D. ..'-D. - :A. "D -.Ot- D .D ..a .D D 044 -21'2 .2];4 45:7..: :6 SI / .10,8 i15,9 ...' T.6 , :q7;8 '-54.4 Z lA :68:3 -78:7 -&ISQ I '-63;7 20-24.8. 270t: ;-'-2D:b-: ..'.a21 J7-T ..'-.-4J.7 .a0.1,- --5LO' -$4A' -72.2 -110A, ::09.1 ..982 5 .28:0' .:.30-8 - SL32 ..39.0 .-453, 52.9 1 $d 74. $3,4 -P2:4 -1019 :a0 ',28,4 290.. ;IZIJS .-343. �0.4.. -,:-419, ,u7D .7$13. . -69:2, -77.5 '$0:d •957 -I05.535t 4;2L4t.5 '-27;1 :. -29.7 '. -:- 2. .35-3 :41:5, ' .:=48.1:'' 462 $2.8' .. •70.9..-T9.S, .-6D:6" --B4 -100:3 YO : :7 - -30.5 --3d:3 •362 4 s "�q9,0'." -55.6 -64A" -12:7 i81:5' ,•90A .100.7 --11I:045 .628.3 ' 7731:1 --44:0 " $7p `I3: - .. ' - 00:3:' S57v9' 45.7 P74:2; --BJ2 =92:7. m2 7 '113.3 SJ '-26.2 .9 :. .. 41 .. ' eJ1ifi ".. .07;7 -H:3 ,' 51:9 ".58R: '+679 h75:T -B419 -fr1:6,• 5104,E =115:5 'S -•28:6 ''.20.3 J22 >. :- 3 ''-30;J' -i :v '. 52.2 '3D.9 --4:I -19 -9&2 .081 ,1061-117'.4 -a A' -40: Sd +O.2 - .0 -105.6. 1 A196 7133.4, q 7. -1 `.U. . Tables 4, vnl0lhe 2012 18C. 20121RC bad ilia 2014 P0da 61dld;ng Code. ?,l. OGA 2i '• S7 F '•Q- OR10 , . 6 JAMES HARDIE BUILDING PRODUCTS, INC 1-888-542-7343 Infogalne5hardi-m I HUNTINGTON BEACH. CA 62649 714-242.2602 7149aB-1676 FAX PROJECT: RID-2577-15 1111331pr7r�A>'... \1 \1 Table 7. AI10W861a WInO 8p0etl (Inph)for Haftl10P18nK Lep Sltlili IAhB""f Method ' 2' In ASCF 7r1D.Chaptera0 1.-- .� C.SCPo721 '201218C..2014 FBC . �. {-1-IVU. wc+t1 L I atit Pd71 JJC o '•. STATE OF J \1 '= �O c'' . FLORtidp 'r _��S,ol�lAL Coeflkknla'uwdki Tibia 8c11w1d6ons1w Vw 201218412014FBC. e, UlUinale Des pn Wu tl:.spead, '.D, t3:se0o4d 9hGmpnl. '1'JWIya610, NOmd1B Iks4 Wnd, spead. 1J:wotaid 0.61 Mph, 'i[tb 10111411Cdf +a0afreemR6tzleC, - 2014"FECI-t.6.A 1509.I.1,ule14Qfbrod St j20i2I$C:2ai4FQCj Fi�ei'°� B, rtC ' ., , ws 1°m<m. sM'S!�Fia Exc400s!si �i loc. 20t8 FBGII Balm 1639.11 wNd:d't♦fOLLie talegtly WNd elrDOtaY9 to - Slop X, P,61,,1 Protow ThlrJtness firiGle6) 177x8fi flirlles) Fas?DIre7 Type Fe4lener .9paada. FID.r1ie Fnateller SPo1n8 R00heg1 Bulltflr.0 _ Height .0 e. G D 9 G O ..:riwau. p0 w Laaf tP5F1 EVE . Ex' C #4 D K., 4 "Gc, I GC,,. sYuaieflkek SI1Q .. - .. • G25 NO B cl- Ore•btlglt .0.375 HD dbbed ,tM4!fia� +' 'cdPvrell (u,t"1${?' V4�, `M20gy. tiled iran'ngf T/t6'.1h1c1+ WSP � � ... 12 0,14: 268' 243.' 221" 207 "185 171 :1035 al, f1d5 103 h56e 14.65 .1a. 018 29 '268, ::236' .ZIB. 201 lea 167. -'2 0.7' '0.> LCd 1'085 .1.4 0.18 - 25- 265' '231 ?212:'- 207 1T4 I64 -703.' 9',7 91u' 1,12 , ass d,4 -a 18 ..30. -288- 228 '208' '07' '175 167 -103.5 .0,1� '0.96 ,td t OL5 -I4 018 35 262.. .227`. ::..203 '173 169 :1075. 473' ka1' 4.;9" ) D.69 -1.4 018 : 40 :2,47::- 22D 261- 160 t70 157 '.1013 0:78 7.64 132 1 C75 at `0;18 45'-- :253 '"_-`217' 2D1^ 166 169 955 -IM.5 0:765 tod.5 1245' t on .11. 0:15 .40 . 249 ":r2t5: 1.199 z..:193 166 154- :i073. 061:. 1.09.:.:t- 1". 0d5 •14 -O;ta. .'55 . 248'. �:213 197.. ,"1�. ies 153 +1035' tl$s'. 1:11::.i3B. 1 0a5 -14 '0.13 - 89 .2. .:2 1 :198`< ,"156. -. i63 152 - 0l .' 0.65. 11a 'tat 1 ass -1:4, 0.16 `d DD. ,'905:.: -':178: .167' .:156. 133 1w •A3.5,. ' am :-T 38' t.ia: h>60, 1 1 0.8d -1.9 .6ae. flank 5•Itl 6.25 NBce X 1- 57g"ron9Y 0.Pli''HD -hi5 88nd sweg ..... .. {.>r'obtl p7Rtt:{ld: '610e7.' ...:. ...0115 .236"?214 "70T'. 193` 168' 151' .-MB'`'at. Awl 7i0]'0'.1 t1W OAS :I A. 6d8. -20 138 7200. 7i9Q: "133,161 14T A0:6^ 0`7' 10:9 1.C8 1. 0-05 •Li A.16 :25 2 " -'.20/ i 7 :..181 168 : t43 4on,' QJ . O'34 :1:12: 1" 0 as .14 0:1 .:'30''. '236-.:-,200•'...:18d.: -F , 133, 155 142.' 4'A:Q ', Od: 0.08".1.70- 'T 0.95 -t.4 0;16 .. '36 ,'' 31 16 0. :179 .: 152 440 -00.b . 773 1s1 ".,.16 . .ass 4 i 0.13 40 'r227 � �: 194 4T79a .-10 ' ISO 136 -BO8, 0.76' 1SrA' '.I=. 1 0.85 .1.s 0.13 L22 1 2 : 77. 173' 1i6 f37 -.®.Q OJ05 i,063 I24' 1. o.BS -1.1 C.19 0� 220. 189 I $ ITO li7 138 .FNB 081 lC9Y2T 1. OIIS -li Ti.la _Y - 217. .tt� t74-. AN ,lA5 135 's.e. 0a} 1t1; 1'20 F. 0BS •6a Fla 80 114 '. 186 173 : 166 14d IN 43C,6 001 1 ,; :131." 1 0+05 I4 QJO 100. '177 'j57 .146_ 'j3-+ .)22 114 -a0;6 .087. 1.1s: 1.4a'.h'N 1 0.85. 'la CIs •HoWmPtank 1' Oita . 725 It.. e711. b,$,Ip11:% 0.3T5'F10, 0bbed We(G(naed e 7 8tit10 maad Id.l4)5P' 2XA iwpd 0120;W, heel'„ lialniiSW- 7661.Ihkk 4V9l3 5648h1p 11 .0-115 :r213 :' .. 93 . sj76:> ., 186' ' 160 , .136 .65's . 01. �Ores, am` BAD :r Otis 4 t .O;Id 20 ": 217: .;t88:,:- 171` 185 -145 1 '.137 4I51.' 07 '09- :: 1.08 1. 055 -1.4 0lle '95'-' 213' :'184 168.,. '465 142 130- -b5.'3 0.7 ..dw ld2 : 0:85 :I:4 0.16 ..36 '-213 ';. 180' :�165' ''IN 139 128 :•fi53 09' '0:u6' i:;8 1 0' ;ta ;0,10 35 .'Y06':' -i77. 103.', 16i f37 . ITtI' :65,3 - 079 .1:01: '17.19 ;t 0.85 -IA .:0,19' 00: :17!$ - 161 156- 136 125 tsa 0.76 -N 1-5 tas :1d '0;I8 '.46 201. STYJ: 169: 15@' 73/ 124 -95.3' 0.745. 1,061 ';1.245 1 fa.65 -lA: 0,10 ^50 198 ' 170. 156' .153 U2 122 -b5.0'. 0.01 4-D9 727 t 0.85 •I.a 0:16 55 105 :I60' 157: 151 1 131 1. I21 452 0:61 1.i1::iti 0.93 -1,4. D;I6 60. 793' 187. '::155:- "150, 130 120 -652'. 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CA Q28AQ 714-292-2607 714-9011-1815 FAX 1.AM JES I�AR43 DIE BUILDING rROOLICTS, INC..PROJECT: 1102577.15 s1411111of,.OGAW w__ ly 21 2012 WC, 2014 FBG 2012 111C. 2014 FEG ASUMAlk Nail �"l =S'Woz-. STATE;OF V. (3-secocA ilik mph) (�g -ovA Dust mph) .3 .....ApPIreN0. is 4.4la%C4Aploqt:I. IS N10k] 01 . tm� 1 0 3 00(2012190. f"If IjDl� gItd t, 201A FgaM Fq' 'Dw f'Vq" labak It. a.. 1509.1.1, in yxbtb b 111.1laom w V.. WuuteMpcsiwccal VvInd exposm asto" 1 5'6 K, Pradda Product nk.4mts i"mhon) I'Vidat fachos) FaStw lips Fasleqqr Spacing Flume Yip (!got) 0 Ahv"w Dollon lendonch") IFifl Eapa .EXPO E�D l , � GC. CC� I 0145 194 _0 ISO 136 124 74, 0.7 Fas 1.03, M 11075 74 `20, 194 174. .458 160 133 121 ZA4 0.7 aD Las I ass -I-A ..2--le 9.15 No, 6-k 1. song v 63WHI) bbd 0Dnd I W" to V413P 0i2ogis. si�. ITI3111h9'. 11107trick I 12 25' 04 160, 153 150 IM 110 .54.4 0.7 a I,! 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IN .105 91 64 -Sig am I., 1 -75 1 ffles 0 a -1.4 Dig so 75T -M- a ics 154. go 84 ti,,s 5g5 i.0 Rl I pas -IA als N 02 86 76 12 1.43 fl>60 I I gas gas -1,0 0.16 .045 _54�8 2 �25 2NI 192 174 I'M A BS.Y %a- 0g5 1.01 hoe I aas -1.4 0.1e 219 109 f92 160, 155 1 .v an. laq I OAS ."i :3.19 25 246 214 IDS 102 1 so 162 +M.7 17 Olit. 1.12 ! 0,85 .1.4 011a H.r'i,sp!a'.w UT6 5.25. s, 0.090- shpnk X 0.215' 1401.5'tong A ring shank hoti Bw Milid to WSP 2X4 wood or koDa, sloi It". 7118 wits: WSP S"puling 8 So 246 2 192 102 182 149 _aa'? 0.7 DW Its 1 065 .1A alO 35 243 IN .190 las 180 W -S&7 _ t7y _ 16 1 0AS 'AA 1 Is 40 238 203 Ida 184 157 145 -M 7 0 Is -1JJ4- -j-2 72 I gas 1.1 0.14 45 234. 158 444 46.7 D725 105 1-2ki LOBS 14 Die 'a- too. tail ITS. S" lz 2" 0.0 1.09 127 7 Dos .,4 o io 5 8 so? am Ill 1625 1 065 1% 4 a Is 5 105 1 161 VIA fj 25 %.13 - (.31 1 065 .14 9 18 too lad 183 153�ie IDS_7 FasS I lZi 1,143, hA 0.651 1.4 aia URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph.941-380-1574 FBPE C.O.A. #29779 Evaluation Report — CWS-1059 April 27, 2015 Product Description: Series 620 Vinyl Horizontal Slider Window, XX, Non Impact Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, 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 5s' Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-1059, signed and 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: AAMA/WDMA/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 comparative analysis tables in CWS-1059 • Is non -impact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires glass types as shown in CWS-1059 • Requires ATN PVC frames with current listing as AAMA 303 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. No 58201 : P 7 jr Z 9': STATE OF Z 4 0 f 4/27/2015 {nk4�o iOPr�` Lucas A. Turner, P.E. R •+t_ S.. _.., cc�: d FL PE #58201 Lucas A. Turner 2015-04-27 EYS aN i K��' 'Docment Title: Structural Performance Certification Doc No: FRIVI 61-02 Rev No: 7 Paga 1 Of: 1 Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1328.0 Issue Date: 3/17/2015 Revision Date: 3/17/2015 Expiration Date: 12/10/2018 Company Code: 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 factors, 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 certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 620 PVC Flange Frame Horizontal Slider XX 1900 SW 44th Avenue Operator Type: HS Ocala FL 34474 Config: All Max Width: 74 Max Height: 63 Referenced Standard: I Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 I Class R-PG50 1880x1600 (74x63)-Type HS Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3980-03 12/10/2018 Authorized Signature: ,tI Keystone Certifications, Inc. x ii Digitally signed by Steven M.Urich 564 Old York Road Suite 5 a i', DN: cn=steven M. Urich, o=Keystone Etters Pennsylvania 17319 t ertificatlons, Inc., ou, , eaiL-- urlch@keystonecerts.com,c=US Phone: 717-932-8500 Date: 2015.03.18 08:56:45-04'00' f� Fax: 717-932-8501 W w W. KEVSTONEC ERTS.0 OM r ' "- Docunent Title: Structural Performance Doc No: FIRM B1-02 Rev No: ] Page 1 �' 1 1KEYSTON�t:, Certification Authorization Report Required By: PROB1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 138 - 1332.0 4/24/2015 4/24/2015 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 factors, including installation, condition of the walVroof 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.keystonecerts.com. Licensee Information: I Product Information: Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model: 620 PVC Flange Frame Horizontal Slider XX Operator Type: HS Confrg: All, GS-3/16" Ann IG Max Width: 74 Max Height: 72 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 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: rr Keystone Certifications, Inc. 11 Digitally signed by Eric Rock 564 Old York Road, Suite 5 DN: cn=Eric Rock o=Keystone Etters, Pennsylvania 17319 ... ertiflcatlons, Inc, ou, rock@keystonecerts.com, c=US Phone: 717-932-8500 Date: 2615.04.24 1683:09-04'00' Fax: 717-932-8501 W W W.KEYSTONECERTS.COM Document Title: Structural Performance Doc No: FIRM B1-02 Rev No: 7 Pa9w 1 Of:1 �STOI �;ST %. Certification Authorization Report Required By: ,PRO B1-03 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 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 walUroof 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.keystonecerts.com. Licensee Information: I Product Information: Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model: 620 PVC Flange Frame Horizontal Slider XX Operator Type: HS Config: All, GS-3/16" Ann IG Max Width: 74 Max Height: 72 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG45 1880x1829 (74x72)-HS Pos DP=50 Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3980-04 3/21/2019 Authorized Signature: Keystone Certifications, Inc. j Digitally signed by Eric Rock 564 Old York Road, Suite 5 DN: cn=Eric Rock, o=Keystone ram_ Etters, Pennsylvania 17319 c�ertifications, Inc., ou, 'xdtati-erock@keystonecerts.com, c=U5 Phone: 717-932-8500 Date: 2615.04.24 16:13:09 -04'00' Fax:717-932-8501 W W W.KEYSTONECERTS.COM n—"7' Docmenl Title: Structural Performance Doc No: FIRM B1-02 Rev No: 7 Pagw 1 Or: t EYST©N�, Certification Authorization Report Required 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 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 walVroof 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.keystonecerts.com. Licensee Information: Product Information: Custom Window 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: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 I Class R-PG40 1880x1829 (74x72)-HS Pos DP=45 Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3980-04 3/21/2019 Authorized Signature: (; Digitally signed by Eric Rock DN: cn=Eric Rock o=Keystone ertifications, Inc., ou, filfterock@keystonecerts.com, c=u5 Date: 2015.04.24 16:13:56-04'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax:717-932-8501 W W W.KEYSTONECERTS.COM HORIZONTAL SLIDER - NON -IMPACT NO INGE GN MA MAK UNIT HEIGHT X MAX. SASH .EIGHT OLV S DLO III TABLEOFOONTENTS GENERAL NOTES 6 ELEVATIONS._., DP CHARTS A GLAZING DETAIL-2 SECTION VIEWS .-._.-- ............. 3 EXTRUSIONS A B.OA1........ _._..... 4 ANCHOR SCHEDULE A NOTE9._.__.5 INSTALLATION DETAIL...... ....... _._.e GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING OOOE(FBCGI,CURRENT EDITION. 19JJ SW HTHAVECCAMFUORGAA474 2. GLAZING OPTIONS: (SIX SHEET 2) WWW.CWS.CC 3. CONFIGURATIONS: 10C. 626 PVC 0. DESIGN PRESSURE RATING (SEE SHEET 2): , HORIZ.SLIDER NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASSTABIESASTME-13000. NON -IMPACT -0OSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-13W 04. S.ANCHORAGE: THE 33 IM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 MR ANCHOR a O DETAILS.W(NDWAD DURATION FACTOR CEd.6 WAS USED FOR - — WOOD ANCHOR CALCULATIONS. ym'I 6. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE la SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. C 7. ALL FRAMES AND VENTS FULLY W EWED. 4 �u B. SERIES /MODEL DESIGNATION 14SE20. � o 9. THE DESIGNATION AND O STAND FOR THE FOLLOWING: ¢ x-OPERABLE BASH ly IQSECTION CALLOUTS APPLY TD ALL ELEVATIONS IN A SIMILAR O p Z LOCATION. 2-VW 11. EXTERNAL WEEP SLOT. 511E 12 BOTH ENDS. PER, ..dt aOREW i. A +� X. UNIT MASIZE 2011 MTG. RAIL DESIGN PRESSURE RATING IMPACT RATING REINF. 74" x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 74" x 72" YES - � N" 5B20t Lucas A. Tumer �t1 k 9: 21:5-4V; STATE OF :0 LUCAS ANRNER, P.E. FL BE 458201 1239 JABARAAVE. NORTH PORT. FL 342M PH. 9413W-1574 GENERAL NOTES ANO ELEVATIONS BACK 1 04/22/15 lowCWS1059 - SHEET 25 1 OF8 UML A3 FlNWIh WMIGNPRESSUNESFOREW 3PLRMX WITH GLASSTYPE4A.0.C.ORD Unit Unh W[,bl _ WIGN 35 V2 3P V2 431R 4) U2 51 in 551n 59 U2 ES 19 V2 s9/.F+ .50Ia5 w01-75 .W1.15 .EONS .Alas .50/.75 .wl.ros 43 U2 .W 1.]5 .WI.T5 .W/.75 .WI.75 .W/a5 ,W -)5 .W/-)O.1 7W/65.4 47112 .WI-)5 .SSa5 .50/-75 .W -05 .5011E .50/-71+s w50/ess .Wlel 51112 .W /.)5 .50 -75 .W/ds .W/d5 7W/g4.5 .50 6).s .SO/61.7 .50 5]A 551/2 750 -]5 .b .)5 .SO/.)5 .50/a5 .W/.)1 .50,GA .W 56.E .WI344 591/2 aW 69.6 .W 69.6 .5O/60.A .5016 s .W166 .50141.3 .WI55+6 0112 aW/61.1 .W I61.1 .W 61.1 .`A j 61.1 .50141.1 .501 99 .501-535 H%E/Al5 67112 .W 51,1 .601b.1 wW/-N.1 .WI.H.1 .50154.1 w 54.1 ,W 51.5 N76 J1.6 71112 .21..2 M z 40.3 .40.2 ASS M0.2 -4A2 M3.2/23.2 Mfl2 i 743.2 d&2 .45.9 i5.9 )4 FLANGE WINDDW WITH NI WO ROIL WITH GLASS TYPES C OR IN WINDOW WITH TOIL MUD NAIL R6NF. DESIGN PRESSURES FOR EDUAL SPUT'X11I' WITH GLASS TYPES C OR D Nnp I UHN NaIMN ]R' OVERALL j�'� 1 1 1 1 % ANNEALED --1 �-�} NIB' AIRSPACE llI��y-II4} 1' ANNEPIED 4 s INAGLIXss2 oR 1A PUPFEOTGUEEH LA' GLASS BITE GLASSTYPEA GIASS TYPED LL 1IE0 ACE FLED 520R LATE'W SITE f9 GLASSTYPEC GLASS TYPED NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIM. 19D35W HT1 AVS OCAW�RGRIOA344TI B'OVEPALL WWW.GWSCG B' TEMPERED IW AIRSPACE '20 PVC A' TEMPERED HORIZ. SLIDER C.FEX552OR NON -IMPACT PURFECTGUQE'M Y0' IV OVERALL YIW TEMPERED VIW AIRSPACE 5 ��1�lLLN5�MN/!YIW TEMPERED �,?,+�pENgSIXARIX5530Ry.�j4Y,- ~ PUPFECTGL A• 5- NP SBNI�' k59:LB•OLASS BRE +91 BTATE D LUCASA TURNER. P.E. R. PE 1 M201 1239 JABARA AVE. NORTH PORT. FL 342M PH.941380.1574 P s-LT NPRDESIGNPRESSURE G CHART SAND GLAZING GErats EMK 04/mI5 cw3 1059 SHEET :1 2OF6 INTERIOR SECTION VIEW A A ITEMS NOT SHOWN FOR CLARITY: 7-8. 10. 12. 15-16 B 21 ALTERNATE RN FMME INTERIOR SECTION VIEW B-B SECTION VIEW GC MTG RAIL REINFORCEMENT (2011) REQUIRED ON MIT HEIGHTS ABOVE63- HMSHNTHAVE. OCAIA,FIORIOAW U W W W.CWS.LC 620 PVC MORIZ SLIDER NON -IMPACT }J! No 58201 :A' i♦e r :r 90.T STATE OF :� 4=015 LUCAS A. TURNER. P.E. R PE 458201 1 Z19.MBARA AVE NORTH PORT. R 34288 PH.941J80-1574 SECTION VIEWS EMK 04/22/15 CWS-1059 SHEET 12 30FA 4 PVC MAIN FRAME-H6127 PVC TOPrSTM MIL- 116140 MEN CONSTRUCTION Ip>✓L IWIfNI{N]Oh00w'lYa(NMAW)Al1'11fYEtl}/yl(/{({9)'L/ VE. OCALA KORIDA1 74 www. www.cw5cc GORNEN WEOJ Au sloes IA 620 PVC HOW. SLIDER NON -IMPACT I—Ivne' �zua• I oso• 1118' 1/18' 1 IB' I IY1 LEIIEq IYiB' 1Y1B' � 3 PVCINTERLOCKRAIL-1+5135 WCDMWRAIL-5139 ALUM INTERLOCK-S-2029 PVCGIAVNGBEAD-S6141 I1/1B' I/10' 1YIB'�I IYI6' 1 YIP 11/IB' 11/IY 11/IB' ALUMREINF.-S2043 ALUM REINF. - S-2044 ALUM REINF.-S-M05 ALUM REINF. - 5.20" SA' Iflrye' yq- • ]11BIrr I/IB' T !- i L P ALUM ROLLER TRACK -S-2030 ALUM EXT. REINF.-S-2011 PVC 0OVER-P-5400 NOTE: ALL EXTRUSIONS ARE ALUMINUM W63-T6 UNLESS OTHERWISE NOTED. No 53201 DTATE OF LUCAS A TURNER. P.E. FL PE F 50201 1239 JABAM AVE NORTH PORT. FL 342B3 PH. W1J80.15)4 EMK 1 04/2WIS CWS-1059 - SHEET 12 40FA ANCHOR LAYOUT -MINI NOTE THRU FRAME ANCHORS O MttHN4 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALJATION LOCATION SILL ANCHOR SPACING SAMEAS HEAD. 2 SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS MAX ALLOWABLE SHIM STACI( TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN VIV IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SUE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALSOR MATERALS IN CONTACT WRN PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPCCFIED IN TABLE I - SHEET 6. 6.ANCHOREMBEDMENTTOS TMTESHALLBEBEYONDWN DRESSWGORM=. FORCONCRETFJCMUOPENIN%EMBEDMENTSHALLSEBEYONDWOODBUCI(S,IFUSED,INTOSUBS M-I%BUCKSME OPTIONAL 1. A MINIMUM CENTER TPCENTER SPACING SMLL BE MAIMAINED BETWEENALL FMMNERS:3- FOR MASONRY,1-FOR WOOD MID METAL B. WOOD OR MASONRYOPENINGS, BUCHS AND SUCH FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET TIE MINIMUM STRENGTH MOUWEMEMS AS SHOWN W TABLEI, SHEET6. TANCRETE PND MASCNRYSUBSTMTE6 MAY NOT BE CMCKED. B.SE INGMDFLASHWGST MGIESFOROVERALLWATERRESISTANCEOFNSTALLATIONSHALLBEDONEBYOTIERSFOLLOWINGTHECURREMVMSIONOFTHEREFERENCEDGCUMF : F"N AIMFWWINDOWS).FMNMMA200RMWWINDOWS), FMMVDIM450(BO%WI1 WS).FMNMMAAVOMA31klE%IERIORDOORS) I.MNTHAVE. DCAIA,FUOROA3 74 W W W.ms,OG 620 PVC HORS SLIDER NON -IMPACT IN, $B301 M STATE OF LUCAS A TURNER, P.E. FL PE R U201 1239 JABARA AVE NORTH PORT. FL 34M PH.941J80-1674 EMK CWS.1059 120 SEALANT BEHIND RANGE BY INSTALLED SEALANT BEHIND FLANGE BY INSTALLER TWICALHEADANCHgUGE A VERTICN.SECTICN to TYPICALSILLANCHCPAGE nORMONT_SE-CH e TYPILIL JAMB M'GHOMGE TABLE II APPROVED INSTALLATION FASTENERS FRAMETYPE SUBBTRATETYPE ANCHOR TYPE MIN. MENSWEAR WN.EOGEgST. FIANCE CONCRETE(10 KSI MIN.) Y15-RWTAPC0N 1- 1-Im. FLANGE HOLLOW OR GROUT{NLED CMU(117 PCF MW,) S16-DW TAPCCN V T FIANCE CONCRETE(ZB5 KSI MIN.) SIV ELUOO UI.TRADON 1. I- FIANGE `CLOWmGR55FLLEDCMU(ASThIC90) SHY ELM ULMACON W/4• 2.112' FLANGE 2MKSOUDIERNPIM(G..O.55) ORELW IAl. ULWAOFIANCE 1�58' 711. 2KMW. SOUTHERN PPE(GALm) AIOWODD5CNEW 1-SB' 7A' FIANCE 16 GAUGE 10.0") MN. STEEL STW WKSIYELDMWI bILLISHLLNKWMFLEKORDW MKS SELF DRILLING SCREW FUlTHREAO 1TWU OA50' 1/16 FANGE 116• ALUM. (SOU M MIN.) OR 1WSTEELDOKSIMBL) 110 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD MRIU0.125. 211C FW EN MN SOUTHERN PINE (G.S55) OIOWOODSG W 61/2' 7. MIN.EOGEDIST. SUSSMIXrE TABLE �� �BYOT 111 M SE TAXSH SEETABLEASIEI n HORROWALSECTION 6 TYPICALFINM'CHORAGE HEAD ANO SILLGIMI. FOR FI N INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. A/B) REO'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. G HOgIZWRAL 6E4TI0N 6 SO%FPIMEINSTAIIATION SIAIILANFOq CIUf NO MSS FOR WX WCTNLAT*N FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 114' MILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 620 PVC HORIZ SLIDER NON -IMPACT Na 50201 T": 9t: STATE OF lW' %q.1P�RLOR .Dw O�2�: 7� amams LUCASA TURNER, P.E. FL PE R SEES 1239JABARAAVE. NORTH FORT, FL 34288 PH. 91138D15T4 x�TSExP�i� IEi✓ INSTALLATION DETAILS EMK 04/2W15 CWS-1059 - SHEET 1.2 anp. Florida Building Code Online 11/26/18, 8:21 AM R f1"''r. , r I Y b "-_... _- _... -•.: BCIS Home I Login User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I ace; site Map -1 Links I :Search �I F rida r - y Y Product Approval , Uv�m USER. Public User �5 m Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search. 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 Search Resulte - Annlicatinnc FFFL# Jype Manufacturer Validated By Status F 171355-R3 Affirmation Custom Window Systems Inc. Steven M. Urich, PE Approved History Category: Windows (717) 317-8454 Subcategory: Horizontal Slider -APPMVM py uorB. APProvais py Vern snan oe rewewep ano Monica oy me roc amuor me commission Ir necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by Midulonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ilmnsed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emails provided may be used for official communlcatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg_. product Approval Accepts: - MM M2 ® RE ME https:/Jfloridabuilding.org/pr/pr�_app_lst.aspx Page 1 of 1 r Florida Building Code Online 11/26118, 8:21 AM SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats A Facts I Publiotlons I" Contact Us I acts Site Map i Unks Search tV 8 ? Product Approval r rr USER: Public User enii > Product or Aoolicatlon Search > Aoolicatton Ust> Application Detall FL # FL17355-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 (352) 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 Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE C) Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 Year 2008 2004 https://floridabuilding.org/prlpr_app dti.aspx?param=wGEVXQwlDgsRyNwiNWDfY%2blGx8TDFNwhGlKdUdLPi4KcHgrX911%2bug%3d%3d Page 1 of 3 r Florida Building Code Online 11/26118, 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 t)Yes ,ONo ON/A Product Approval Method Method 1 Option A Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Summary of Products FL # Model, Number or Name 17355.1 HS-620 Vinyl Horizontal Slider XO 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 details for DPs. Glass complies with ASTM E1300-04. 17355.2 HS-620 Vinyl Horizontal Slider XOX 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 113-1/3-1/3 and 1/4-1/2- 1/4. See Installation details for DPs. Glass complies with ASTM E1300-04. 17355.3 HS-620 Vinyl Horizontal Slider XX 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. Description HS-620 Vinyl Horizontal Slider, XO, Non -impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1315.odf FL17355 R3 C CAC CAR 138-1316.odf FL17355 R3 C CAC CAR 138-1334.odf Quality Assurance Contract Expiration Date 10/16/2018 Installation Instructions FL17355 R3_iLCWS-1031A (HS-620. XO).ndf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AAEEvalReo CWS-1031A (HS-620 XO),g Created by Independent Third Party: Yes HS-620 Vinyl Horizontal Slider, XOX, Non -Impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1341.odf FL17355 R3 C_CAC CAR 138-1342.odf Quality Assurance Contract Expiration Date 03/30/2019 Installation Instructions FL17355 R3 11 CWS-1067 (HS-620 XOXI pd_f Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1067 Ws-620. XOXI of Created by Independent Third Party: Yes HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Certification Agency Certificate FL17355 R3 C CAC CAR 138-1328.0_f FL17355 R3 C CAC CAR 138-1329.odf FL17355 R3 C CA —CAR 138-1332.odf FL17355 R3 C CAC CAR 138-1333r)df Quality Assurance Contract Expiration Date 12/10/2018 Installation Instructions FL17355 R3 11 CWS-1059 (HS-620, XX) odf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1059 (HS-620. XX).odf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgsRyNwiNWDrY%2blGx8TDFNwhGl KdUdLP14KcHgrX911%2bug%3d%3d Page 2 of 3 Florida Building Code Online 11/26/18, 8:21 AM Back Nett Contact Us :; 26D1 Dlalr Store Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an ANEW employer. Coovrioht 2002-2013 State of Fledda :: Fdvacv Statement ;; Accessibility Statement :: Refund at m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS., please dick here Product Approval Accepts: M ME ® M M https://floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhGl KdUdLP14KCHgrX911%2bug%3d%3d Page 3 of 3