Loading...
HomeMy WebLinkAboutProduct Approval REYNOLDS RESIDENCE 5501 MCDONNELL DR. File FT. PIERCE, FL 34951 OPENING WIDTH HEIGHT # 1 58.75" 82" #2 32.75" 66" #3 58.75" 66" #4 32.75" 66" #5 81.5" 66" #6 32.75" 44" #7 81.5" 56" #8 81.5" 56" #9 81.5" 56" #10 29.5" 44" REYNOLDS RESIDENCE 5501 MCDONNELL DR. FT. PIERCE, FL 34951 File COPS' REAR l� -------------- FRONT Cf c'Lp • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ' BCIS Site Map Unks Search �i rid2 � l I;OAProductcUserApproval File Cn�?y lV,`��i"JJUSIR:Public User Product ARREgyaI Menu>Product or Application Search>gpplication Lis[>Application Detail FL# FOR �9EWED FO Application Type Revision CODE COMPLIANCE Code Version <020 1 �+T Application Status Approved �7 1 e L VIE C O U N 1T Y Comments BOCCUJIN Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category �~ Shutters Subcategory Accordio 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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By oh-"Vrry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI AS SA BLADE BLADE1 ld FL389 R10 COI—CQLASSA—ILADEJ j.pdf FL389 R10 COI COI ASSA RI ADE3,12 Referenced Standard and Year(of Standard) Standard y ear ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products --tFL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top , 3- (Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3 Ddf Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FI ff) RiC ,4E_PLR ASSA BLADE3.Pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top �— Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADEI 12d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 RIO AVER ASS.�__BtADE7_pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interiocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRty ASSA BLADE 1 2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load F LL-381DRIC AE PER ASSA BL.ADEI 2.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively �.�c.. Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Qi2yrght 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 850.487.139S.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: EE F___1 ® eCt«t C Credit Card Safe GENERAL NOTES: I. BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDrwN)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER Nit TABLE OF CONTENTS BE INSTALIEO WITH A DIRECTIONALTY FACTOR KC-0.85, USING ASM 7-18 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15. 19&20. N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-19 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES It dE QA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOAD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V,ACCORDION SHIITTER SYSITM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL. SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE& WINDOW DETAIL -HV BLADE O #0214.01-03. /0715.01-03, 01004.01-05.01214.01-05.#0317.02-06, 00609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE Ct)AND HV WINDOW BLADE AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1,2&3) &#1220.01-10 AS PER TAS 201. 203& 203 PROTOCOLS LARGE MISSILE. [WHERE APPUCMLQ -HV WINDOW BLADE @ 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D. WIND ZONES 1.2.3) BASIC PROTECTION ONLY AND / 0725.01-58 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE +D AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS SHEET 8 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14K2.75'AND/140.75'RESPECTIVELY,410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATINNGG DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATEDINDICATED ON SHEETS 2 AND 1.MINIMUM WITH YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTIDN DETAILS 1-6, CONCRETE/tTI OCK SHEEP 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALSSHA COMPLY WH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREW'TO BE SEAMLESS STEEL 304 OR ME,AtV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.MIN.YIELD STRENIcT I AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANI2ED STEEL,OR AI51 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 'O: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 W BLADE GQ&O WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE 5A� ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAUUX ALL SKITTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD �� CENIERMATES AND ENGAGE OR LOCK ALL W AND HO LOCKS. AREA 4: HV WINDOW BLADE 1 ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1702.9.2 OF THE FLORIDA BUILDING CODE, 12,BERTHA H,V.ACCORDION SHUTTER SYSTOA'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED Err THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEOFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORDA BUILDIPIG CODE(Non Nigh Velocity Hurricane Zone', 02020 EASTERN METAL SUPPLY. INC. I tit o2020 TILTECO.INC. � --- BERTHA HVTM r /TlA.S.S.A.L E C O TNT. a Accordion Shutter System H.V. IiAX/1 W/OR W/O KV,WISIM MADE No.441 7 .. American Shunter Systems 7.. DEaell►IaN nA1E 9RM1n BY: LEP A 55 N.W TESTING, ENGINEERING COMPANY Association, Inc. OLD 17-107 MtE: 7/2/2020B}SS N.W.�61( 51..$M.]OS.NRGMN GNIOENS.1-IM 3J16STATE a �'w Pnone:(30sX17t-1530 FAA:(SOs)e71-1531 4268 VJestroods Drive NG No 6DTI' a-mac srtecoen9lcam West Palm Beach, FL 33407 ZD-164 ' CA-0006719 "••.0RI ••• WALTER A.TILUT Jr.PE. 4416T 6 HEET SIGNATURE/DATE S 6 1 Of 20 ]'I TOR MRDq]li AtH VARIES R.454" _ L'J I � �HV UNIVERSAL FLOATER �S�HV 90'1180 STARTER COVERED UNDER ATENT # 545 9 -� QUALM FOR USE W QUALIFIED FOR USE W/ F(V BLADED J HV DIRECT MOUNT / © V t 6005-T5 ALLOY AND TEMPER FOR U5�SE W/ HV 6 63B--TT66 ALLOY AND TEMPER *SEE LWRATIONS OF USE OF BLADE®ON SHEET 19 E(1) 6063-T6 ALLOY AND TEMPER 3.226' 1.500 6063-T6 ALL A1l7 TEMPER .373' I_ J.556" gin • �r 6/0_ 11 .p. 2.67C" :642"' II U HV ADJ. ADAPTER k/LIP 0 --.•..::__ 920 3.27a' OUAL'FIED FOR USE W/ FIV FOR U�$E w Nv 9 HV TRENCH TRACK - -zss 1 `�HY ADJ. FLOOR TRACK 6063 T6 BUOY DE�D TEMPER OL40ELIJ \JQUALIRED FOR USE W/ HV 3. WALIFIED FOR USE W/ HV RD BLADE G 6063- A ITEM 'B69DF 01 ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER VARIES ny - 1 _ 063-T6 ALL AND TEMPER QUALIFIED FORE W/HV _ 1'__ 1.915' • 1917• _ , r '-^ "' vARIES 1.936• 6063-T6 BLADE ODYEATD TEMPER T 1._-- '�- _ 10C X A93. 1-- - Rf a .6Q0- - - I$ � a 3' 9co1 670" t.88fi" ,y 6•wy •670" ' _ 3.520•.. _ � - � _'3.520•-_. - � _. -].529' (111 HV CEILING HEADER 1. HV HEADER/SILL :�3 HD CEILING HEADER/SILL - OLTALinED FOR USE W/ HV BLADE(1l ONLY, QuAunED FOR USE W/ HV BLADE DONLY �� //�� SEE SECTIONS FOR VALIDITh•-' 6063-TG AL10 AND TEMPE CUALIFIED FOR USE W/ HV BLADE`l 114 W SEE SECTIONS FOR VALIDITY QUA /FIED FOR USE W hV 6063-T5 nu OY AND TEMPER 6063-TG ALLOY AND TEMPER E( ONLY _ z_. 5063- OY AND TEMP J ( COMPONEM A F e I MN%MN Y t6N l -- ' 2" 2" 0.125' L �jl 2' 5-MAX. 1/5" 1/b' 3' 3" 0.090' SIDE ANGLE -• ® 2' S'MAX. 0.192' 0.192' X__- - 1� S - ------ fl - -- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 9, 2.5' 7-MAX. 0.19W 0.190• �� CORNER POSTS BLADE O1 QUALIFIED FOR USE W/ HV QUALIFIED BFOORREUSE W/ HV 6063-TS ALLOY AND TEMPER BLADE` ONLY 2' S`MAX.,0d39' '0.131- 6063-T6 ALLOY ANNDD TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUBDING CODE(Non High Velocity Hurricone Zone: `,,,ylJllI111111W /' 02020 TR.TEO0.INC. 02020 EASTERN METAL SUPPLY, INC. ,...... BERTHA HT - �:'�\CEN L E C OINC. A.S o Accordion Shutter System No.441 7 = S•A. Kv RAM#1 W/OR W/O RV.WNDOW BLADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems 6oavttm DATE DRAWN BY: M.P STATE 0 /j0/f� 6355 K.36M.4.,SG.]O5.Ne iMA GMDERS.r OR:LM 3Jt ASeOClotlon• Inc. 1 OLD 17-107 /2/ 9ATE 7/4%2020 $••.• Phoce (305)671-1530.rm (J05)D71-153t 4768 Westroocs Crive 2 0�•• '20RI� : e- 0:6R-111-1— West palm Beacn, FL 33407 s DRAWING No CA-0006711 �i�Fs[�"••.....••f: WALTER A TILLJr Jr.P'_ A iO� 64 ti�ig71;ONAL �''SEAL/SIGNATURE/DAfE FL.Lk./ut67 s SHEE -.__�'3-�•___ - -�_�•'---.. ..._ J>�� V�'-2o.1/.: 1p•-m DBE usr J -- L e JT�• RAT NF/D NRr.DED wusmc EI«ru / _20 �• .74-T , I - SSllS 6WED PANTED 1 ED OiE GASr LL�� p (!M.) , HOUSING ENM¢E __-- =•O• { PI ry P - 6NIm PNNIFD I 1 yj EGRESS rJFW , — n o m &Ol-.L6;. _ A r- i w KNOB. 3 1 �•j ?. 1 ..062• - ' R' n OEJ,O'. m n • c4 Ij31a eRAss a.,rmER 454. y1 b • � KEYS(GiRU1E tfJf10YE PLATED) 1.325•, ... . ,� -" ay.._ ® HV LOCK HV EGRESS LOCK QUALIFIED FOR USE 1,& 1�ONLY F«lHV ATING _3.0�3' „e75: QUALIFIED FOR USE W/ HV IFlED FOR/USE W/ 6C63-T6 ALLOY AND TEMPER QUAALLIIFFIED 0FOR63`T6 ALLOYFAND BLADE. lA ONLY Y - -HV CORNIER CE BLADE OI & ®ONLY B 1 & J� 0 0 ALIFIED FOR USE W/ HV BLADE 1 ONLY ^2'O.D. .5 063-T6 ALLOY qN0 TEMPER PLASTIC HEAD 1 N MOLDED TO R m h q� 7.756'__-_922_ _ 4.045' 21- ._ SCREW 1y _ 2.07V _ 1.753•�_ 1 7 tZ t, !'^{� - -.360•AFTER RIVETING 1ao9. a d6� Tar' "' 1 4" 20fi25x•3/4- S.S. BEFORE RIVETING n "I > 1/4-1-20 RIVNUTe r"� f THUMBSCREW -1 Y% I •' (_ 00" m, �`- *SEMES 9444 At.1RAIUM(2024-T3 MI"LARGE FIANCE TMN a SHU _ VDEL Z7A0•- L7S0'.. _ r�� —.• I-- III -...-,.- _e22: CHOW MJ15ERf..PA 10620.AS YJERSEY 0705 RT AEQU Pl/41 � FRCNi ELEVATON 1 cam!— - 4.566' CHERRY TE%TORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL HV MALE "T" LOCK CENTERMATE -- - ft1/ "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR 'T' LOCK CENTERMATE CLSAUFIED FOR USE Af HV BuoE,1;oNLY l2S HV FEMALE T" LOCK CENTERMATE ® QUALIFIED FOR USE QUNJFlED Fog USE w/ HV 6063-'6 ALLOY NO 1tMPER QUALIFIED FOR USE W/ HV BLADE(I)ONLY V QUALIFIED FOR USE W/ HV BLADE 1UONLY W/Hv BLADE�t�ONLY. BLADE 7 ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEk' 432. 1.0__ _ THUMaruRN -_ __ • CYLINDER OR n 214• $ _.062• ' �..L.C2'' KEY CYLINDER ta.112255'M... C; ® HD CENTERMATE W/ LOCKING ROD - QUAUFIED R USE W/ HV E 1)& A QUALIFIED FOR USE W/ HV BLADE 1 & IA 6`ALLOY AND TEMPER ® HD CENTER INSERT •$` �.'' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/-HV BLADE 1 &FA' V.S. ". DADA_. AAnN J 4-m S.S.on 3/eti-1s 1,7�0_. 6063-T6 ALLOY D TEMPER 1NOMB7URN ACEML 1HUYBSaiEMS. :1/2• CILNOEM (SEE OETARS) - p0 OR KEY _._.- ,-.--7 *1T i.� ,I .- 1.57'Min_ CYLINDER • .. --� - . .-. o � � -. 1.7e'MOH. g 375.0 �/�j��%,,, LLL' _ L.1/4"0 ® HQ LOCK QUALIFIED FO W/ HV BLADE ��\ 3/8"4-16 ACETAL J Ili /4" -20 ANSI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK SOLT LOCK. 6063-T6 ALLOY `��� ERNES S.S. THUMBSCREWS QUALIFIED FOR USE W/ IIV BtADE�1J& t� f5;INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE'1'� DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ 14V BLADE i u �p�p� �}���(Non High velocity Hurricane Zone ,`•y�LL1 ))(Ny,// __-_- ®2020 EASTERN MEEAL SUPPLY,INC. 02(120 nLTECO,INC. P�.. /r BERTHA HVTM � E 5F:���- w Accordion Shutter System No.44 67 �LEM N c. A■ ■ ■ ■ Kv, BLanE,q1 w/OR w�Kv.wNoon MADE Ti s*' * r American Shuffer Systems O[SCEPTION- DATE DRAIN BY: Mi ' G j/��/J... TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /2/2020 GATE- 7/2/2020 �•• STATE F / aV"W 6AZ N.N.38'SL.S..] .�1RQ/N Ck4D FLORU 331 --'/ 9 ! PN. :(305)071-1530.Fm:(305)571-1531 4268 Westroads Drive 2 DRAWING No �/ � •. �OR1 P •-tea:un.coea,Lsan West Palm Beach, FL 33407 i _ __ 20-164 /////1S'OAtAu A��SEAL/SIGNATURE/DATE Wh1ORIDA #44167 ` SHEET