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HomeMy WebLinkAboutProduct Approval 116/2021 Florida Building Code Online m g �'r"5.�s�a�ry � 'e ;,�:�a rlja�,.ft;��::a�1b,4�'�t ,�•��� t � � i_>�.. � 6 aCiS Home Log In User Registration Hot Topics Submit Surcharge Stats lk Facts Publications Contact Us SC:IS Site Map Links Search ._.-,iy,Product Approval j*r .USER:Public User i Pmducr An,{MM Piano>Praduct or APniicatlen Search>@;1112 on Use>A n D"tall R CEFV40 FL L. Application Type R N O V ;19 2021 Code Version a St.Lucie County Application Status roved Permitting i Comments Archived P Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive 1 West Palm Beach,FL133407 Vile copy (561)209-8263 II bfeeley@eastemmetal.com I Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative 1 Address/Phone/Email , Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion ` i f Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity Nat edifation and Management Institute Quality Assurance Contract Expiration Date 2/31/202 II Validated By John Henry Kampmann Jr. { Validation Checklist-Hardcopy Received Certificate of Independence FL.389 R10 OBI CQI�Assa 6LADE1 I pdf FL389 Rt0 COT C.O1lAS5A BLADEI_?.pdf F43R 9 COY COI'ASSA BLAI7E3.6df I Referenced Standard and Year(of Standard) standard i Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I Sections from the Code I www.floddabuilding.orglpr/pi app dN.aspx9param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxal-8B7Zzg%3d 1/3 I I 1i612021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 i Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description it 389.1 Bertha HV Accordion ShutterY 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 3119 R10 II DRWING ASSA BLADE3 Rdf Approved for use outside HVHZ:Yes Verified By:American Test Lab.of South Florida,Inc. Impact Resistant:Yes Created by Independent Thhird Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf FL339 R10 AE PER ASSA BLADE3 pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created b'y Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load far HV3 blade w/o window blade and 8'-11"for 62 psf,9'41"for SS 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 reta ne y racks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No - FL3R9 RTO II D WING ASSA BLADE prtf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes 11 Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f FL389 RID AE PER ASSA BLADEI-p-df negative ASD load depending on centermates and locking rod Created by Independent T ird Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 PAS A.S.D. load for HV blade for Keystone mountings 7-0"p.s.f,for metals stud mountings and B'-0"for 110 p.s.f,for HV1A working in unison.See sheets 7,it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocks g 61ad`es�etaine3 by tracks(top I COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No al^Rn R1'o Sr QRW ASSA Bt_ADEI ?.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 FI f39 R10 E1E PER ASS/1 BLADE1 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes t25 and 28 respectively I I i 1 contact Us::2fiot©lair stone Road.Tallahassee.FL 32309 Phone:SSO-487-1924 The State of Florida is an AA/EED employer.c3gpyrjght 2h07.20,13 State of Flarida..:: rb 1. Statement::Acm sibillty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to al,public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mad.if you have any questions,please contact 8.50.487.1395.'Pursuant to Section 45S.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.-The emails provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a ltcerisee under chapter 455,F.S,,please dick here. Product Approval Accepts. I ' k Credit Card Safe www.floridabuilding.org/pripr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvxS3MwsXdCOtOXPGxaL8B77sg%3d i 213 GENERA OTES- 1 BEiB1D1 II.V.ALIODBDMN SHIRRH 5151E31 S1fOWN ON 7118 PRO0UC1 F]/A1DAlIOR DOCDIfJF___�(P.EL,I 1pL4 BfftJ FOR�JWLLV�E N ACOOIOUW IaN THE 2i17O(fit l9RQNJar THE naiDm1 8l1ADND CODE TILLS A1XXA�fm1 SHIIRFR SYSTEM 9(ALL ROT BF U6TIDLED AT fOMI v�taa:i HORtOGTiE ZO a OESA,N TOTE 1DAD8 SIWL.BE DR7FRIRNED AS PER SECTION 162E OF THE ABOVE M61 om cow.RR ABASH:we won QPi m ar um,umC m wan SJMIFR TOLL TABLE OF CONTENTS BE INSAKLIM MOM A OIREC11 M IN FACIOR M11=0M.um Am 7 10 AND SWBL NOT Dam THE MAI=(ILSO)am=PRFSSiM wow wocu D CR SKESIS 11 THRU Ia.is&ffi Of ORDER TO VOW IM MIE 90710111mL ULTIUAE DmGN MR)IDOIB.S OEIERNMED PS MC E 7-i9 SHALL BE R IST RIMUCED TD AM MSi;N WIND LEAOS AM t1 W K Ode 6A1 LDr INIU PUM TIM Or O.6 IN OBDERTO L!>WRIE THESE W/UK 0330)DESM F=SIJRE RATINGS DmIPATEO EO SKIE7S 1t MU 15.19&20, f'EF&IFAI.NDTFS - SHEET 1 IN ORDER TO VEW THV COMPMRS AKO ANCNOAS ON THUS P.M.,AS TESTED.W=NOT VM STRESSM A 37 R INCREASE N ALLONABLE SMESS FOR WIND LOM WAS MU USD N THUM sysnm COWONENIS 1-ze SHEET 2 ARAWJ&FABEVER A WO DURAION RIGOR CD••1.6O WAS USED FOR VE1Iffiii M,GF-l4lS1EiI IN MODS BMW 3 EURRD►@ W. RM SHUM SMETS AD>:EW FOR W=AND LARGE 195571E UOAOr LLGO HAS BFPN VETBFTEE N ACCORDANCE VXH SV=N 1tT9/,12 OF THE ABOVE MEmDNm CODE AS PER SY=MIUMF SS 36-37 AYL TTPrAl.WINDOW AADEFWr WINDOW SHEET a TYPI1'1IL WINDOW RUDE&YFNDMSI DETAIL -HV MADE O A021401-A/0715AI1-03.f1004.01-OS/121C01-04/6317.02-08,JVMM-to AND/01O.01-11 AS PER W-2O1,W-202 AND TAS-20 PROTGCOM AND AMU E-160 eerA Z tH!Si ADE M AIM KV WINDOW B A E 6Al AND E--1996 SrANMBDS(1032 WIEL D.BIND ZONES 1.2&3)&/122MOt-10 AS PER TAS 2DI.203&203 PROTOCOLS URGE 1 MUL OME APPlLC I.4 -HV WWDOW MADE®/aSM01-08 AS PER ASIM E-1036 AND E-105(IME LEV&C WHO ZOEES 1.2.3)OM PROTEMON ONLY AND/W25M-23 AS PER TAS 2D2 P7Z=L TYPICAL SHUM ELEVATION&tMES ON LOCHS S SET 5 INSTALLATION DETAILS A-FR CONOW/SLOGC SHEET 6 2.HV MADEO AND RV WINOOW MADE® ARE ENGINMED TO WORK N UNISON WIN EACH OTHER MER THE GENERAL 1.111RATI00 AND COADEDIDDS OF USE INDICATED ON SHEET 19 INSTAUATH)N OEOIOS G-M,CCNCREIE/81OCR SLEET 7 3.PERIM KV.ACCAR1110 PINS 00 SCRMRV.UM AT SIAMS HNIME AND FOR oBNCT AICHFIR RLS COOWININ TO TRA WML BE/14e275-AND/1411.75-RESPECRYELY.410-HI MAMA SQtlES CENRBIWARE DEIADS HV SLEET B STANUMS SIM SCREWS BON 135E EL W YEW STRWON AND 180 kd TERMIE SiRDOOTH.PENS SH BE COATED WI NA N RFR W DAMSKIM11 COATHND SISIM AS ADINUFACIUM Or 017E ALTERNATIING DEWS HI SLIDER 9 SCR CQATORN IIPPLGTORS,RIHISTRID WIN A1F M SHUTIER SYSTEMS ASSDMktML PWS MIST BEAR THE KV SUMI M ON THEN HEAD. WM 4.ALL AJDANIRI ECRUISENS SBNL TZI BE ALIMM ASSDOWN ALLEY AND M AS INOMM ON SNEER 2 AND 3 AG IMUM TIEID BiRD=FOR 6053-19 ALLOY IS 3O.0 W AND 35 Asa.7 FOR END CONNECTION TI 1-6.�NCNETE181OfdC SMELT 10 SODS-73 ALLOY.AL ALUNRIAI EXIRWZM INCONLHCT Wall DISSn DLS BLAR MKIO SHALL COMELY SMON M-6 OF THE 2015 AWILNULI DESON AWARL ANCHOR SPAN TABLES S SHEET 11 AR SCHFDUIE- CDNtNttTE&BLOW SHEET 12 S.ALL SCRSO5 TO BE S/AYNLESS SiM 304 OR 316 AISI BMW OR CORROSION RESiSMW COATED CASM SIEB.AS PER ON 50O16 VAN So Id YOL WTRO SIR OWN AND 30 103 WL TINELE SROMM ANCHOR SCHEDULE- CONCRETE&0=9 SNEER 13 Alm SMALL COMPLY W/FLORZIA BMW CODE SMTION 24111.&4. ANCHOR SCHEDULE-CONCIME&BLOCK SNEE[14 S.SOLIS TO BE AMU A-307 GAWAW SUET.OR AM 304 OR 316 SUM SWIILFSS SEED_YAM 35 ON L ANUM MW SiRDICRL ANCHOR SCHEOUIE-WOOD SKEW 15 7.SEE THE FOILOVDNG SK EIS FOR AN=SPMONIONS:HV BLADE 0: 1Z13.14,15 AND 20 INSTALLATION DETAILS H-R.MOD SHEET 16 Kr MADE 19 a Q VERIM IN UHISDN: 1$13&15 BNSFAUATLON DEWLS S-X.WOOD SHM 17 B.THIS EIOM KV.ACCORDION SHINIER SMW BEDS A 115.PATENT A6'773.SSZ CONPIDIMM OF TMS APMaVAL ARE COMM.LV RHOLE OR N PARF BY US PATENT OW458,179 LS9W M FISTERN END CONARCRON DETAILS 7-12&K,WOOD SHEET Is am SUPPLY.am A17L'A 3• NV WMDOW BMW ONLY 9.IT SSM L BE THE RESRDESMURY Of THE CONOMMS 70 VERY 1HE SDUNDNIM OF THE SFRUCFURE BONRE SKIRLER tS TO BE AHACMSD TO INS M PROPER ANCHORAGE COWIRACFOR TO SEAL/mx ALL SA RIM C OMPO WR EDGES 1VIM RE114%THZU FAST IND N CONIUM S C aNFACr®ILL THE BWWM TO Pmaw WIV/RAIN ItRMUL TYPICAL SHUM ELEVATION SHEER 19 IQL S=UNT NOW B R PERNIA NDNt LABEL N A VLS EIE PUCE VIM WARKINS NOTE:MIRING PERIODS OF 11URRICA IE WMMOS HOPE OLINIX TEMW.OR DIMS,MUST PROPERLY CUEE Dl HV AND HD /IZCl Q,: �tVLtIDOVIF BLADE(1)QM AND EMOM OR LOCK AL HV AND ND IACF6. -- 11.SHLMER NANUFACTIJIM'S LAffi SHALL BE LOCATED ON A READILY V9 M8 LOMMON AT ACCORDION SHUHER N ACCORDANCE WIH SECTION 1709a3 OF FLORIDA BUOLNG COOL ONE IA L SHALL BE NSTALLAAFON DETAILS,METAL STUD WALLS BMW 20 PLAIED FOR EVERY OPERM.LAM=TO COMPLY WIN SECRON 1709.92 OF THE ROM BUBDIEG CODE 12.BE CM M H.V.ACCOMM SNUFFER S751E11'S OWAUATION SHALL COMPLY WITH SPECS NDIOM N THIS M UMIG PLUS AW BUILDING AND ZONING RfgJUDMl6 PROVIDED BY THE,A>ispxil>ml REHIRE FERNO 6 APKM TO. 13.(a) THIS PXD.PREPARED BYTHS E7rvOEEBt IS GENERIC AND DOES NOT PRO N WOEOEATEN FOR A SITE SPE CIRC PAMM:Le 17l=NNE SIZE CONDIMM DV WE FROM THE P.E& (6)C MU10iOR TD BE RISPORDME FOR THE SELECTION,PURCHASE AND_DNSMAXTOR RECLBDNG In SAWY OF 7W PRODUM-8441O 09-TINS=PZ04 PROMBED•HE/SRE-601s-NOT-05WE=FROM- - -THIS DRAWING SHALL ONLY BE USED TO - - - - -- THE=CANDFIONS-QEGM-0R T&S DOWNW-COMMUCTIDI SAFETY AT SITE IS THE CONINAWOR'S RMPON510M. OBTAIN PERMITS iN THE STATE OF FLORiDA (d)IM P.M.WILL BE GONWEED MAUD F W]ERED Br ANr WEAMS (d)SDE FOR THE PROPER USE OF TIC PXO.EXCIU R OF�RD•ACIDNIERED D AS ADDAECATFD R3N+IIEER TO THE P.M.EEC9 SRA L SIE THE ENWW OF�IIMERR TOWTM��WE SITE SPECIFIC D,RAWNGS FOR REVEML (•)ORDINAL P.E.D.SHALL BEAR THE WOE AM DRT61AU1.SEAL AND SI NACURE OF THE PRDFE MOHAI.ENG9IFm OF HBCOM THAT PWAEOD Fr. - - - - am 1RYM.INC. _02w FASTERH RMI SUPPLY.DM:. 141- FURRY H1VTu ? 'cEiri MCA elanE ; Accordion ShWta Sy�tcna u o A a Q, KvaD�a w/aR w/b ttv.wneoAr • No.4� Amn(eun Shufhr ems r' a � 7. -�`=? '..'y TUU TESTING Iti ENWNEERING COMPANY + I airAAua.sA Aw Am oGfel)on. lee. 1 ! aRD 17 tO7 Er/a/ Dve 7/ 20 Asa LATH OLD:.St.ML X56 VMS GWW.1TDNA\=I �' STATE �9 PAme:Pam-! .Fas:ts45)a►1-1631 4268 West►eads Drive a-mmT tome West Palm Beach. Fl.33407 3 p�; j4CDRls"-.• "�` vALTm AtONrflir Pb :T - 20-16 �iAlLsC'••...,.. ROM tFt:/46t97 s SHFtEYdB 20 yy��SfON p4 .1� A1 jstGNA)uREjDAlE X0 FIN VAMM _r _;xia .4 goy: MAVESQUUMAK (5)HV 9Td8g! SURER COVER ER US PATENT 79 QUALIFIED&R USE W/ QUALIFIED FOR USE W1 HV BLADED Ky DIRECT MOUNTHV BLADE NV B E 0005-T5 ALLOY AND TEMPER QUAllF1ED FOR E-W1 6063-76 ALLOY AND TEMPER *SEE UMrFATIONS OF USE OF BLADE @ ON SHEET 19 BLADE I 6063-76 ALLOY AND TEMPER 3226• I 6063_ T Ell J12k cry-P MW LLOY ..) 2.@707 .994.- - A 4M7' lip -.MZ- n %all in R 07 HV AD � .11 1­1 J. ADAPT 1171- QUAUFIED FOR USE W1 W ­920 BLADE ®HV WALK-DYER TRACK SOW ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER .175w K T QUALIFIED FCR USE VV HV 09HUTRENCH 'TRACK QUAUFIED FOR USE W1 HV BLADE QUALIFIED FOR USE W1 HV B LA 6063-76 ALLOY SPO TEMPER BLADE(D ONLY. HV PJ U H 0-"A 1) DE VARIES 6063 T6 ALLOY AND TEMPER UALIFIED FOR USE W/ HV UOY'T 600-YIS A D TEMPER Isis, 6063-TG ALLOY 0 TEMPER 083- -car J=X93 c% 61.- Der • -6 Oi sxe -Qk 1.688- .670 .520" .67q., 19 NY CEILING -HE D 0 NK-H-MuRal 3,529 � 0 HED FOR USE W/HV ELADE01 ONLY. 0UAUFIEO FOR USF 141 IiV BLADEX ONLY OUAUFIFD FOR USE W/HV BLADErD 94 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDITY SEE SECTIONS FOR VAUDITY QUALIFIED FOR USE W1 14V 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY x 63-TS ALLOY AND T1 CO ENe TI T2 t 7 2­ 5--M5--NAIL-1/8'- 1/8' X r 0.09w 2' S'WX OlW 0.192" (13-SIDE ANGLE . . . PASTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES 109 2e 7-um. 0.1sa, 0.19w CORNER BLADE(1) OUALIFIED FOR USE W/HV QUALIFIED FO E W/w BLADED 6063-TO ALLOY AND TEMPER BLADE I My S-MAX. 0.139"0.131- 6063-46 ALLOY AND TEMPER 6063-T6 ALLOY TEMPER FLORiDA=BUILD)NG-MDE(p6n�High Vei&e.!yHuricon�e 02020 TLLTLCO,INC. @2020 EASTERN WAL SUPPLY.HIC. VERTHAW C3 AG 01a�mA Accordion Shutter System 00 M KV. RAM#1 W1 OR W/O KV.MO N MADE No.441 7,Ck. canstems TILUT TESTING & ENGMERING COMPANY . _-2,01tollf or UP Assoddlon, Inc. f OLD 17-107 SM NAY.Will.SL.lift-30%VOWA CL90M naiiiaA 3aw _.12;��,Ri6__T/_2/2O2d'_ S Phone.M1171-11630.Fax:(=1371-1531 4268 Wastroads Drive !.____.DRAMG: No West Palm Beach. FL 33407 R ------ 20-164 SIG RE/DATE FWFM U&10`1157 .5 j SHEET 2 RF 20 i .. � 0MUZZ 334" HDu6a1n ENAMEL , eA1® DE SViST ING EHAIIEL as . - (•1 4',N`. m ,ter t RnPJ �{ $ _ ._ ...I °m .�WM PAINTED %'!1 EGRESS TM o; • ia r�e,q car •,y1 r. • �` o :_1.325"_ m o.�•. � . .318•_ ._ Y._.f - LiI 274 AFOR 0HRMIE PWED) HV CENTERMATE • �iATl91(aalArE6 C S a.�:_L325_ HV OCK HV EGRESS LOCKQU USE W/NV BLADEQ& ONLY ; jozr_. _ _9TS_ QUALIFIED FOR USE QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPE QU ED FOR USE W/HV BIADE!1 & 1 ONLY ,_..._._...:_ BLADE 1 & NLY. E tDA ON 6063-T6 ALLOY AND TEMPER 2 V E - O —� QUALIFIED FOR USE W/HV BLADE 1 ONLY �D.�� Ste_ 6T 'I 2.674 ._ 6063-T6 ALLOY AND TEMPER p111TnG+IEM cI I-q� ' Ii _ i.Tss�._9zs aas' 2r: MOLDED To m w. 2.079• 1.763'� i j sa�u1 '1I .. :,. m -:369•AFTER RNETR•!G ,Da.: I,: � m 1DUD: L a c N P`'a 'os:.r`¢ n " t�4D 20 X 3�4" B D RIVETUCG S.S. THUM®SCREW 0-2O RIV U � ';j � �':�• �- m �_� *60eE5 9144 N+NFNUM(2024 3 ALL01�LARGE RANGE 7Fe.N - _ zT60• ---. ... �°'•--- m _ I;_ SHFFT NU7$W,PART 1087D aAxurAailD�D BY avaEl PLAN c6DNt ELEvanax ® V M LOCKCET ATE - ' = 6` n MERRY TMORN,PA P .Hm mamf WM54 at EWAL L®CKER FOR ar LOCK CENTER_MATE QUALIFIED FOR USE Yl/HV BLADE 1)ONLY C HV FEMALE "T" LOCK CENTERMATE ® HV "T LOCK ALIFIED FOR USE W/ HVRNATM K QUALIFIED FOR USE W HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE nI ONLY QUALIFIED FOR USE BLADEQt ONLY / Q 6063-TG ALLOY AND TEMP VJ/NV BLADEC�1 ONLY. 6063-T6 ALLOY AND TEMPER TS17 _ _ 1.917" ® _ar3' .214•m JGW'! A62'Y - _ �1';^-I K�Yo�C NCERR 1`�I. �,m• '• � `.�[45 0 � o � p if J N m 7.125'Naa. r31 HD CE M NO 0 ING ROD ® H@ CENTERMATE W% LOCKING ROD m m m 0 0!' c _ m i - Ll QUALIFIED FOR USE W/HV BLADE 11p& A QUALIFIED FOR USE W/ HV BLADE 1 & to ' :boa• cam_,^ 6963-T6 ALLOY AND TEMPER . HD CENTERMATE,S INSERT 6D63-Te ALLOY AND TEMPER VARIES,12'WL QUALIFIED FOR USE W HV BLAOEQ 1�A `!' m. �"" ry ---�fjs^m2a5,s.c9 i/e'o-ro 1.130: 6053-T6 ALLOY D TEMPER i r r TMUMETURN it�lDS) :DoOR KEY - - - - -- -- - - - - f,�-- - - - T'. �.` '-- -i•� ! lzT InkcruNOER LOCKING'RODA 1/4-0 ® I&LACK QUALIFIED FOR USE W/HV BLADEQ - -�50 r 6063-T6 ALLOY AND TEMPER 6j W_ 30�0��f1 AC-TAL J- ' Hy 1�4 0-20 AISI 304 BY REGENT HAROYIARE MORTISE LOCKS SERIES 2333 HOCK BOLT LOCK. IAISTALLATION-WILL_REQUIRE_A_7/_16"-HOLE - _ - THUMBSCRE)IVS- FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE lO& �jA D A7 TRACKS FOR PROPER EMBEDMENT QUNIFIEED'FOR USE W' HV BLADE t OUAL1F1E0"FOR USE W/`HV`B(ADE(I Flp�pA ��( Non l i h Velocity HurTicone Zone: Rr h, ►�l 02021)WECO,INC. ®2020 F/SIER11 METAL SUPPLY.INC. _,_... VCEII F:;I % --._... ®iE�`�B'BI� F7fl C/TTA ND Qo���� Accordion Shutter System 44 67 .• , KV BLADE#1 W/OR W/a H.K WHM BLADE American Shutter Systems _ - , TILLIT TESTING&ENGINEERING COMPANY lf_No OTsa�tmx DATE oRawN 7 n P Association, Inc. + oLD T�-�0►- ;/ �E T/2J2� STATE F J �„d�i'• wss x.9c 391n a,sm 3os,wsDra GuarNxs,nDROA ss,e• - - ._. �� Mime:(W5)671-15W.Fmr:(wsleTt-1531 4268 Westroads Drive '� ...__...__....__ IDRAWING No _0A �ORI P �` e+++�9+ �� West Palm Beach, FL 33407 a i ! 'S Fss a `fir_ ---- 169 Ex 6'19 P.E. --- _ - 20-164 '�iip�SONAR I� �77SEAL/SIGNATURE/DATE FMDA Lim/4a67 -s i~_ _._�__—_!SHE3ET OF ?AJ SHUTTER ASSEMBLY SCHEDULE FOR HV HV :4.1' r'. ../8^01 12'14R •0E OB 5 1p BLADE , �r 40 3g ? T4 " I TIP •b4 HY at zE ia7s^, - .._-.,. .,._.._L .. ~.0625 .9525"z ti� ® FIV BADE 1A _:3 •?� 1�' �' 1 •.FN W17iDDY!(~'AGE A625' ^T +� Y 1,( ,I i YSSLA a r! 9Ez5'I HV LONG RECESSED NYLON BUSHING .®.. .. .... .. . ..., �� It - `III' �) c M' � HV s►JORs aEci�sED NYLON BUSHING t�"± _ _._..._....-. t © HV NYLON HAT WASHER I!Q OR® •' �c c i FL" R901J LdIF N Lb 4 HV WHEEL R 303 I .� CAR IAGE ALS1 302 SERIES i! I -L4�j n X %0?8750" �( 0.870 x3/16"THICK NYLON WHEEL 2 7/6"LSU. EAR 0.18810 AISI 302 SERIES S.S. RMTSc�a� 4 HV 1 3 4"ACCORDION PIN W 8 HEAD * -=T e14 E -s 3 4' .crs y' ® ./ /� EXTERIOR .�-- 'I .. re•+vtcs � f .I na caei^s ©3 HV 2 3/4"ACCORDION PIN W/ #8 HEAD 1 ® ' POLYCARHONATE WPACi RE515iANT HV WINDOW {YPICAL Fib/ 'JUifUDOW BLADE A AND POLYCAF2BONA7E H11 lfliliLlDdVIl DETAIL �43t iSC?OFt (Ig I or Ss�E eae,�Fua tQUIRE1eEens) tl I r1?OR("/ E :Y��rC:_tR(fl-7L iF.AF�:.T REFIT. �__ r P tT 1CG7: eAScR V%KR LOV 31'J.: i6U't.YCAREONK'c N MY IN R : i E OLi SA�r. st.1S, (iH-STF.B!LtiE:7 l;R.,-' E UIRElAE TS AT EXTERIOR ®LADE KNUCKIF FOR x t E 8?:.:6• NCrdATI:'= P! S �Btd•! 10 RcS!R HV•7'�HV!1A: ('�I �:•:�� i ! %I rt ' � 3EE FJL7% �(d 3F=C' f°i I (!.: �. '_•1(ti vJ J!:iL_ .•�_i'1:'."S Cy ::.LL= r'. r+l_ C.rr=1Y.�:: ~ 3$ NWT ,Y •_ V ap ..- I � _ .. 7'.I:''•' :f:1:{.{:�G ., ... n....:lt�.V1U!`1-"AY�.:'.�! DV' riV(1 v'. ' - 1 : E - 1•.n i �•: ✓ m4 ;( 13Ei -I� MYCAR9CPR:- vuL1vES FOR 44 H!rC•c. 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C'2020 EAS75RN M-rTAL SUPPLY.INC. `=- F �Nc��t;� "�� . 8� C®,��. o © o accordion Shatter System q p _..� _ µ H,V.MA E J1 W/OR W/O H.V.WIMM MAM A(J;yy V - -�__.�L-�'^.'y Ql7fll3E�Qm6'1 S(fl11Nor Systems tV.N l)ESM71M7 G4iE CRA:17 6i': IA.P ys. ._.-• �f: TILLIT TESTING$ ENGINEERING COMPANY ��- !°' r e7z NA N.M.Ml:x.tars,ueTzc,CAMUM rl=:A aete A:S9®13I�1®RA INC. t OLD T7-7C7 7/2/202 9:m 7/2/2020 PFc^c:L3351871-1530.Fa:(MIE77-tc31 4268 WeEi.'99ds Drd:e z , STATE•F w S u-m40:tdLax3z*Lc— icJ t ;)dr., 8acch, FL 33,07 5 - GRDRAWINGgldc,7 �•' F`�Fill r.ALTER 0.CrT�ei,81.-.P.E. 4 20 C 65f• � A•/Sle"hfiiLRc dfiATE 20 FLarat:U_ z u:s• 5 CHe'E] t Of re1I1111U .. ®• ® *NOTES-O HV LOCKS AND C6NTERMATES: t JA: 60e C 'O> ITS: -ue + 4 s f 1.MAMATCRY COMMM It°ONE FIV LOCK&or(&SHALL BE USED AT 1/2 OF SHUDER SPAN FOR ANY SPAN 4 OR 12•ABOVE OR BF OW ][2 aF SHUTTER SPAN FOR SPANS UP 10 iW.AND FOR INSFAUMONS-AT ANY i I ( ELEVATION.HV LOCK(�or(Lf 4 BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO fly OR n D n 11 C(MFlId11TES W/(2)1/4%-2D t 1/2'LONG FLAT HFJID S.S.US.LOCATION OF LOCK SHALL 8E AS INDICATED ON —� j TYPItlLL SERIITER ELEVATION ��+t' � II ,l''!(' j8: ! it a' ► � ! i� :i 1 I '�:4 . s� Nit +;" -I i�u �` 's D Ii t{ ( E ` 2 •IF DESr,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO 7WO KV Qm4 +I �I i o�i•II �• = LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERBRES I {'�+ lf}._.._I� I� iw (I i ''"Z1V:' i4 is �i { 4! 1 i 3 OR�SHALL BE AS INDICATED OH kOTf(1))ABOVE. ffI ( I� it •i! �� ! i (• LOGTION OF L�KS SHALL BE AS INDICATED ON TYPICAL SHMER ELEVATIDN. 3.M WON q O=MM MONTORIF CONDMON#j OR JIM MANMYOMf COMMONf �a 1 �{ ,l i 6e I{ ��,,��.pp,,FF1�• }, �I _ ;_ !I a ( LOCKING RODS AS3E NDT REQUIRED AT RIGNE POSRLON, BUT MAY �� II Ii {i :" d `'i �°ttt'/•`YJ i II ii ii ;i 240 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS f OR AN ALTERNATIVE DEVICE ! MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSB(N). 15= I 'f .. �i {: �' 't-"�_s' ii I t .I ! 4. ONE tN LOCK(gel?SHALL BE USED AT CORNER CFNIERMATES FOR ANY SPAN D �• Ii - �: (' I( li ,I -. i AND IISFALIATIIIN3 AT ANY ELEVATKON.HV TA SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ji I ; T ATTACHED TO®coAN(R CENIERAfA7E W((2) 1/4 4-20 9 1/2'LONG FIAT HEAD SS.Us.TWO LOCKING RODS AT TOP&BOTTOM SHALL BE USED. l7LON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. '� H xue 'I 'i �� :j •(' i (1 ;; MAMM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHORN ON SHEET 12. 7 ALTERNATE HV LOCK:!:MAY BE USED IN LIEU OF HV LOCK K_-or FOR ANY SPAN AND '> '� �•�� = ' + S ! :i :i UISFNe1AT10NS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN SIDE OR 0t115IDE LOCK ATTACHMENT / ��' OF 1J4 o-20t3/b'SS-THIOdBSCl7EW TO®OR®CEMERMATFS SHALL BE MADE N/ 1/4 -20t3/4'ALUM. Z •� - o-per 1� oo� RNNUT AS SHOWN ON SECNON HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C E g5 I v '; �/:� � �� �iO ; LOCKS AT 1/3 OF SHUTTER SPAN. \` f% ', �{'=��:`._ ��• "� `! 1} {'B,�utLTORY Ci+N d3 cart KEV�'10L L'O+ I•IrtSfA'�!Il0."_rc: ONE tW LOCK®or Q3)cr SHALL BE SS I;ri USED AT 1/2 OF SHLRTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB'.AND FAR INSrAUA110NS AT ANY ELEVATION.HV LOCK Ia or 0 or @ MAY BE USED AS AN INSIDE OR q 1 OUTSIDE LOCK ATTACHED TO @ or®SYMEFRICAL CENTERMATES W/ (2) 1/4-20 t 1/2'LONG FLAT HEAD S.S. I AS D 0 IC SHUTTER ON.USE OF LACKING RODS LV M.S.LOCATION OF LOCK SHALL BE WWrh7E N TYPICAL UTTER 11EYAlt / ]w. SEE END �. 'r^ � - I � � t CON4iE+"ON ` =� 'OR 1 TOP AND BOTRDM IS COMPLETELY MIUMTORY. DEFA'!S ON ;D: ,F•:E H�. { ,-� ;K�. :C, b. ,P" 1 �a �- �: ,✓ - SHEETS 10 �18 7YP- cNATES ON NV_"T".LOCKS AND CENTERIVIATES: HBGHi. ` OF CORNER - -- - - ! CENTERMATE t- { •ONE ALTERNATE FIV•E'LOCK 1AAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Qot�q rnL j+��� 10+Q G+ r DN AT ANY ELEVATION.AL TE LOCK� BE USED AS AN INSIDE OR OUTSIDE LOCK.ATFACHMENT i a (@- @ 7 ® © ® ( OF LOCK®INCLUDES USING REDIFDRCING LDCKFR dAS SHOWN ON SECTION HV0,SHEET 9,WHICH MUST BE Ak TO+ °°t�7,+ a+1 . m CON11SCIM TO CENTERNATES®Ak0®W/1/4'0-20 x 1 1/2'LONG S.S.TVJMM 0 BOLT W/7/8'0 x 3/32` ,� j WINGNUT OR W/ 1/4 0-20t1'SZKS.INTO A 1/4 0t 5/8'RNNUi.L0^K MAY BE WSMILED AT MIDSPAN OR 12' j �•�<�o'll«v+,18 i MAKIHUM ABOVE AND BELOW MDSPAN.USE OF IWO LOCKING RODS 5, TOP AND 80701M IS MANDATORY. 1 ®•1 e m 1�9•�w t s•�5°�`trti+fig *NOTES ON HD LOCKS do CENTERI>IgTES_ BL 1•MD ICCK M WZ KD CEMEIRAM Al 09:32 W/,3! ONE ALTERNATE HD LOCK 34 MAYBE USED IN UEU OF N { ' PiCAL 1 HV MADE SHUTTER ELEVATION W LOCHS 24 OR 2.FOR ANY SFAN AM INSIAUAnONS AT ANY ELEVATION.ALTERNATE NO LOCK®UAY BE USED I N.T.S. j AS AN INSIDE OR OUTSIDE LACK-A1rACHMENT'OF HD LOCK®TO g IS W/3(8 x 31W F.H.SS.US..AN ELUDES REImRtEms INSERT @ AS smvm ON SECTIONS Ma-Him AND HDC-ii SLEET TO.LOCK MAY BE AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS @ IS CCMPLETELY OPTIONAL -- R0 NDA-601U1NG-MBE(Non-High-Velocity-Hurricane_Zoce. 02020 TD.TECO.I.W. @ 2020 EASTERN METAL SUPPLY, INC. NBERT tp11 III p�q \,\CET �, , �• As-PL � Accordion Shutter System i �: , • _ �'' o ems= j KV R"ft W OR w/0 U.WNMW MADE No.441 i `�'`="'-"`f� American Shutter Systems • -' --}' TUT TESTING& ENGINEERING COMPANY v.N- D1sNDa10 2120 DRAm[tC OP * AsaadatIon. Inl;. I al0 17-1D7 r/z12 aME 712J2020 .' �'-.ti 6735 t...3:(M.5)71 SIB.MHF.-(MS)a 11ma0M 3318•. -'fl•• STATE 0 T /s�/� �r �"^°=(�s)B11-rsw-F.:(sns)e-il-Ira+ E268 Westroods Dive t � L DRAWING Na SD.• e-m°E t3wamixorr, West Pdrn Beach, FL 33407 s I 1 'ZO" 64 4�.t`••.LLD p .:L,.-'S� rA-DODS719 [c -tom— WALIM A.M=Jr_P.E �EALfSIGNATURE/DATE FIpaDA uM 144167 a SHEET D 5 OF 20 POURED _._... .. "U91-4A i5O1 R•-1 1 .�.G... CONCRETE AVChCR'a ; 6p g t CONCRETE .. (SEE SCHEWLE ON SHEET 13) ° IDpA4rS'E i [ :t'" t; s �1 ° ..l r c ,�,.ioarl l tssmscasm , - 1'OR Exsnr:G t ;�t (' iocrss at, REOUSir� .. MCE OF -'� 1[LR Bl3�fJili g GLASS_-' aj s New C4• .•' S!!e IF ,'Q19W1a PJ6n L' • rosa7 AFPUC0.5L. �C1i � EcLOCPTI i i1 . i MIMI - I1 GILSGaR WIr ).._ POW*"k]c WAIVER PEPS i .-° I s�l OR d311a1�5'. ,sre cci "" r7l SCRErrs 12"o.c. 1 EDGE OF CONCRETE UJCNORS _ 8 - - SSk IF ° a t•GrI .A i II ; :6;a !_..�...."... ° (SEE SCHEDULE ON SHEEF ISj (.Vr4T.'sp •a �A?PUCABi= :XATLA'tc—n. 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EQWAFEI .(A R'i_Y!EQkLE Ph`JUNTFNG 114STALL VOk' :K.'--HV-W I-I-FLOOR 1RSiALIATIOM- -•:L FS7! VoJAL1={NALK-Oa f'y 6Ii1S-gfiL�kS1�s� - ecx_vJursv s Fzs•_ .sy,_r.:a ;F y RAINGUARR USTALLATION t - r e'!•a t '-C:, is c e:_ . TI1E Ir :_.;,T::'!••^i:L 6E s i X::=U !B:A:• .yF-e C.'J:: �U ._�zC.?dice �F.FM:::3:5 YrL"�P;•c:'a.::v � rot AXA'CaT:[?I.°:v';ef:�L'r.e•. 0 ece 1!U..`,?ENS i F UCe FOr I-S1=:Nsc'. a MR TYP::A'_Ehb=-7i. �1, i=EE S'iCl'CtTe.d=41:=ticE7 -( � ASSE•'SLY �- ��Q::�a:� •nEs.. GI.J S*iF�ci'as _� INSTALLATION DETAILS � , 'dv.%Yiis..5=c-rcNs Ce::sE COMBINEe 1 ' 4. HV SLA®E :i::-u.^ .rtirr3"err�:r-Hsraeanbr._ -- - - — -€14RIDA 6UICD!(tIG`COt}c(F uri= ; Il %i•:.ci;y u�r:;co;e L•an`e. 01111 i{j :Faze T2rde.uae. ?2C20 ERSTc-N tAEFA_SUPFIV.INC. . 4to�' . Accordion Shutter Systan NO. �4 67�..'�r-- m ° ° ® Ilv MADE#1 W/at W/O Iry wiWW OLAM TILLIi TESTING & ENGINEERING COMPANI' OPICQfl SI21L�fOP SyOP64E v. csca e.+ aac arras Or: uF .! -VZ=GARMS,FORE :316 Assoddlon, Inc. I rI.D 17-IL- )1z+2� 09d 7/2/2020 �: TATE• S i Fr-e•{335)671-1:33 Fir.:{3Gs,>a77••1537 4288 Westreads Drive z tecsao:om West Palm Beach. FL 3340720-164 GrZAYIhVG Nc 4WER 1.:IWT Jr.P,E p'11Np L hP%'EALJSiGINAIURE/DATE SHE G 7 OF�o SEE END WALL, CONNECTION DETAILS ON SHEETS 10 A 1(3 r=•ram _ _ � �� LOOKSEExa>Es oN Laomac Nods®.wv�acsQ mp li TOUT I 9� ''Nk _T ( IN j r E7(ISIINO CLAW INSTALLATIONS W f i__1 ) HV *�M" ' IV ®ON MW S. /— SIAM SLM WAS.W Is VAW FOR Au. }/ BLADE WZ H CENTERMATES cwwam mncm=mm wmo i ; ` ' I t: a®e, s . sae o• I y ti OR SEE END WAIL. GONNECMON Y.• i { 10• aI . m EKiSZ11NG CLASS-- DETAILS ON SHEETS 10 & 1S• O ® O 2•a2til/eko-a ,i I i 80•©m:©9•®mi9•® 1I/4' r 7- (soe3-Ts A OY)AORI. I ... ............_,_ _ MGae w/(2)I/+•o TMLON i !-:.4 Ile aI®•® OPPOSING SYMMETRYCAL AHO{0 O && I : ' . CENTERMATES * CEN�t;R_MI TES MIN.SEPAMr0N (a)BIo,I/2•slls.To rise 4': j t I 91 os FULL LFNCHC or r$` W/' HV LOCK or (sF�sc mlrl� o.3/a�sus s+Iz• AT EACH ANGLE OW) -�Q�K`L-� .. -------ri�q� 22 QED®�©`Ov,® 10+OL., LU Y O , ^'• .:� ® ^`t'`•• OUT ®oa .25' 10•®�"®*©�1©`©�' HVBH19C HVA 8 e, • 3m POURED CONCRETE OR ©`�`©m©`�' 8°°° © ® O•Q O 10 O EMSNNG GLASS CCNCREIE BLOCK%YM ti 10•®5a+®•®ali©.®m ` RFAU,.ED Exsrcvc 0`�m�`®�`�m` .' .; .- �----- --------------..-- 6 7 1 ca8 + 7 • gm crass r-. AA SYMMETRICAL NIN.sEPANAnoN —-- - La •®emO•® t9•® i`Elosrwc CENTERMATES �6 -- -- crass a 1 °' °" SEES GLASS LE I F is '� © �'�m oPrwNAI. 1 © ® ® '.�,�-2.m _._ — IOR) ,OO rOn©9• a19+�5 ON S ) NIIN.SEPARATION __._—.--., m : : - •_ __..____.__.__._......_.—____ __ _ _. ._ .. _.__— - _.- ..._.__.._ ... .....—..__ To CLASS I N oPnoNu .•, _ .. (SEE SCHEWIE ----- --- --.___.. ... .. . _ ._...._.. -----_ .,._ ..__ ... .. - -- -23 ON SHEET i 7) tr OUT E -4 ANCHORS �i/. * - O .A•�IE 16'O.C. 35 a -�� ��`-� - ,3: �. VARIES- � -- MAX.— ---- ---- -------- *�4® ® 35' 24 ® - OUT _ e,/?• L.SLACK _ Yip ._ *,.._ (G�NGR) HVF�x OUT HVE _T z3 3s HVD FLORIDA-BUILDING-CODE(Ilon-Nigh Velocity Nurricone Zone; _ �>,lll ll ��U//����' 02020 TLLTECO.INC. 02020 EASTERN METAL SUPPLY,INC. •VCEF, F 1�94 BERTHA, KV-w ®� a Accordion Shutter System ' KV.9.ADE#1 W/OR W/O M.WOW aAVE No.44 67 ?- y� American Shutter System 8* w OEMMON SAME 0RA'AN BY.- MP * -ylre T(wT T65TMG ac ENGINEER(NG COMPANY Association, Inc. I O(D n-107 •/2/202.once 7 2/2020 STATE 'F �''�`�"'' �'M.3sn.s..s,,.3a,,w+mw G,rmr2a,nO2mA 3slc _ DRAWING No 9 �. Ph,a,:(305�71—i5W.Fm:(30S]071—I531 4268 Westroads Drive 2 l oz.• '1 p A. —Ink fatcrnOaowwn West Palm Beach, FL 33407 _ 3 ,�O_'�4 C k 'C •�•ORI •••••L�@ VN3ERG A.7IlII'dr.P.E '��igs��NAI(���:SEAL/SIGNATURE/DATE F1Oe0A�`a"'g' e SHEET OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK PO. HV ALE FEM LE "T" LOCKS CENTER S 8; 9; & LOCKERS - W 41,E HV BLADE ' SEE M MWECTION DETA1L_4,DN_A_pRIES 10&18 INSTALLATION HV BLADE OUT + ®.•I I iN '1�°°570°`°"`5 mAnEpmaoc a�W.a=nn a,am a UU� HD CENTER ES 34 i r I AS esa As Ixamm fmvm am(DIVAa"a—M. F ji a®ro©•�j ob (�•®m twuno ON 91FET ua 16m mTR nasAeoau- cec ENe w c�+JNNECnON-- - 1 R67AWIRnN GEfA1 N aHUM W ras S1tCcr. F 7 i ;,1 •®°1®'�®'�°' DETAIS_e)Le1)EEYs*n t �A tc,S n Auaq Atmr. (;3 a (oPrtuNAW 1� air CCG,mn/a�s7us * . dl�os'SM.&0 ie----- .-._.....-----^--------^-----------------^---- --- -- -------- '- PINS Av Pin+AYgE(snq ! 3D*HV •'T�' _ ( ) IN ( piv.)- � Lac K INSIDE) IN :5 r' — ® i y �''r r' OUT Q s r 35' - 31 oa 2 .�`•' 31 oR32• 1/4" 0-20 x 1 1/2" S.S.M.S. a4'' 35'x (�nar�) *SSE NOTE 6 FOR HV tAgc®,t w/ 7/s"sa R 3/32" WINGNUT. (oPtitwAq DB—HVB OUT HDC— C -r IO(X.ON SHEET s * SYMMETRICAL_H4_CTNTERMATES ©HV "T" LACK (OUTSIDE) 26 SYMMfTRICAIVHO CEMBMATE$ e W•`3s,LOCK_fEXTERIOR} f �.__LOCK-INTEStIORi t sans fiaa�auHalea (xvza-ra ALLOY),MCE f1.a nuN ®�®�©' © 10•�3 m sH=HaI5w.PARTf 0 O. As rsn.PAR R�to AYOk1 ammr O O•V �0�O rFYlrp'dd,PA�AedY.Nod JQ6EY i 6•7 0.) . a 07654 OR EOVAI. i _-._.__.-._._._.._........_-.___...__..___... _.... ._:.... _ ... )•®�,®'CJ"•V•®� ® i *` rmt[s ON WWC ROCS®r xn®Incas ON s, ,. - G- --1�- s,0�s mAvtC3Oeus am=.cm¢ -- - - - - ,f• - .r ••., .• YAM IN Al ararmuns AwsR•w,rms en„mAVo HDD-HVD FLOATING STACK -= ROPJDAAUJ( -CODE Mon_I igh_Velacif-Nurricane_Zane, oxoxo mYEa.we B ®2020 CGEERN BERTHA SUPPLY, INC. ERTHA o N v �lceNs' 6�, C ��s, ® ® ® Accordion Shutter System �. _: , Hu WX#1 W/OR W/O KV.Wmmow NADE --- • No.441 7 _ Amartctan Shutter Systems IEV.N, usscalRaR wrE I oRM BY. UP TIWT TESTING& ENGINEERING COMPANY ass H.W.aen.s+ sM aro rouaaa,cARoers.rIaaml sa,a Association. lnc. , OLD 17-gym /2 oae 7�z/2o2o $-o'; STATE q f PArne:(soslea(-tszo.FmI:(sash+-,s3, 4268 Westroods Orive 2 DRAWING No t3tewfaaacem West Palm Beach, FL 33407 s 20��64 %�O,c'•:F�ORY -ri'r------ WA-°°°i=i''i�PS_ �����4`;,sS�QNA IGNATURE/DATE naRM Lk-1 ca6x 6 SHE 9 OF 20 I� _.._......__. POUREB CONCRETE —POURED CONCRETE OR P�OUCAEDRCR CONCRETE .`OR CONCRREI POURED E E - REQUIRED SOp1 WALL OR BLOCKCRETE L REQUIRED BLOCK WALL REQUIRED _ j BLOCK WALL REQUIRED .. ._..... ,_ REQUIRED i i i 1] EXISTING GLASS CONCRETE ANCHOR -E XSMG CLASS /'—EX[S11NG GLASS ,--1'-` .. ® TB'_0.6 —jf 2"MIN.- G.Ef�^O—NO CLASS 2'MIN _ r-i TBVDL �M T T MARA= Ear;T EO m am(SEE(� 1� �E®� To MASS (SEE t i Tom°C (BE Si1f>yAA£ON H� 1/16-xr MAX. ON SHOT 19 FOR SPIN ON 8�DAND .•+ SaODU LE ON SaEEr 1 11 FOR BIABE OAOO (60a3-T6)COM. MARES Q& FOR -1�,�9QET 19 i j2• , -----1aa sr,9 HIR � D+sOkTT 1s Face PLUM.ctosER 1 rr�� iiil� \ 1 MADESO&Q9 r—� m mr�Os Q9 I'D 1!9.... maoEa®g® PiATE(LDr1aTE 1/z' - 1"_.__.._._.. - .. I O AT ETTKER SIDE NI14--� -` I• �."------- }--- __..- -. aF 5) ^ OF 4O) - _...-.. I °4 USE 1'OR 2'UAx �1Ox1/z•s1as. (AS acaeaE�)A'QNci WW-2" ":. ------1 , #1ox1/2"S1Ls. .E,. a 16,C.C. ;j _ ® IS oc -------- FF --- - J --- --- - - Ta II_._. )1/,110 TAPCONS ANCHORS TO •"•. II AT I'O.C.(LOCATE AT 131. ��.• SEE OE LT L X FO 't OR ®••'- SLOE CFO) C NECTION 1-, ) 1 li•,pR �..;. 1;OR ®� SEE BErA1L x FOR �a pR �}' TO TRACKS �- �•, oEraL x FOR ....____-_•----__•- SIDE CONNECRON ®-©•OO-eO°L�I �` SIDE CONNECnON '�' ®W V'OT w a 10•®r• e = aaL fo.®. TO r1TacITS � a :Cj�: 4%:•®- TO TRACKS �•®-®•®"©•®_ 1o'I•®-C�1_•I/O�'"©'®m 10•®-®•®-�•®- 1-0-0-0.0-0 •®m c•OO •©-06.�0•®. OON IDET-ILTmom® ©TION DETAIL ®® END CONNECTION DETAILQ END CONNECTION DETAIL END CONNECTION DETAILl�1 END CONNECTION QETAIL ,. _ CONCRETE OR OHLY FOR SPAtaS GRBC 12- •' ; CONCRETE BLOCK VVILL EnsmG_ ,y Ii__•_..". _ 4 i • E10SING GLASS REoualm Goss :4: ,,, - `-�.•. _. E01J[RFD I d __ .. _—_L s I ---_.__ —_— _•a MUL SEPMI4110V �1=1/2"S.M.S D -.._— —'"--_'-': ro SEPA MO 0 16'ac j amv�ARgHb1 Y "-------- ---=- ='i �,�yE_ fi OR 8 DR OR SO4MLILE ON SHEET i TO GLASS(SEE �- ---------- O 11 FORM- (1,�AN0 v CONCRETE 1/2'tdlN. SriEWIE ON SHEET r i '' ._.... _--�-- � �OR©OR(qOR(5 i ON SHEET 19 FOR ANCHOR e I 11 FOR MADEOAND MAD1sOAH© 12•O.C. Imo..-. f� OU SHELT 19© W �..'•• C° ETE p1�CHOR r� EO It-6- 15 0R0 —�tQi 1/2..hWL - - ! 4 1 .0 OR®ORQ°R I� i 2'bJN. j •SEE UBRAMONS OF USE FOR y 2"MW. - = - t VIEW °f r { BLADE SHEE:19 ®OR�OR I�OR�OR© J11,OR OR DETAIL POURED CONCRETE OR - �_©-OC��®,..,,© +a•®- - - ,o,®-p.®.p,®. END INSTALLATION CONCRETE BLOCK MALL An) nREaTLaEG - � ©'O•®-©•�O•®- �I :HV ®LADE OR 7A� HV WINDOW BLADE INTO ®•®®®.�,®- �,®-®•®-C�•® CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL®- _ "O-®-®'®-'®•�-�END CONNECTION DETAIL_© -p•p - FLCUA-6DIID -CODE(Non-High-Velocity-hurricane-Zone. a 111 1f m2DZD 1a1Eca,xc. 02020 EASTERN METAL SUPPLY,TNG- RA HVTW ? •uct r sF:!�' Accordion Shutter System No.44167' - RLNE� ® 1�c. D Q ra o kv fIt X#1 W OR w/o Kv.WNDOW MAE TfF i M n TILUT TESTING& ENGINEERING COMPANY American Shutter Systems m N B1�RIMOR °ALE OPAWN OP UP �•; 7 Assoctation. Inc. 1 OLD 17-1m y2/ �E �/z/z020 oss W.W.,sc.%.we.ua,!MINA GFJWH5.RWCOA s119, STATE:F r $ 4268 Westrands Drive 2 A Phan■:(aos)e11-15a0.Fm:(s°s)w1-1551 DRAWING No y O•.•F R A '�,�� a-mxa:4mcotaaLmm West Palm Beach, FL 33407 s 20_1c w '�~ N/ 4670NX 11 SN0F 2Q/ 6 MEDU_l_FE9+ SCHEDULE 02 SHEED►I M OMUM SHUTTER SPAN'' "L+"OR 'L-" mumm SHurFER SPANS L+" !/,XMUM SHUTTER SPAN*"L+" raerpu mON LEGEND -dui (it.). FOUR I AII/�TIO®� or OR -L-- (fL)FOR R "L-"(ft.) INWALLATiONS - �f 0WALIAMONS W/ W! ( CONCRETE& (1)L+:MAXIMUM MLONAGEE SPAN FOR A GP/EN W/ONE H.V. LOCK or®or or ,tl& is MANSORY YNOOD POSITIVE AS D DESIGN PRESSURE RA1WC. ���g�(g�. ®�® 1& W/ONE HV LOCKS HD LOCK®W/NO LACKING RODS or ONE HV L—0 or Or -y. �;MAX,ALLOWABLE SPIN FOR A MEN NEGA7NF. CENTERMATES & W/ONE HV"(" W/NO LOCKING RODS 7 OR W/ NO LOCKING WALL A, 0. C. D. E, M, N, 0, P.0. AS.D.DESIGN PRESSURE R=G. ® ® ® LOCK t DS MOUNTING F. K & L R, 5,&V. ®W/1W0 LOCKING RODS®TOP & (SEE NOTES t►) O BOTTOM (SEE NOTES ) (VALID FOR NDIN TINSOI (2)PROCEDURE TO DETERINE RAM"SPAN FOR CONCRETE le 17DOD.OLSTWLATI911S COtNCttEIE&N000 SHEET 7) FCONCREAE LOOR/CEILING G G.H. I. 11.J T,-U, W k X WALL MOUMINGS(TOP/90TTON)OR FLOOR/CEUNG: A:ID OEM K' ri w UiSTAIJA ONS & M GIVEN A POSITIVE AS.D. DESIGN PRESSURE RA71NG. WALL MOUNTING FLOOR/LTIUNG m✓� W IL 1K71NIGe � DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE R NO N@NG 0 & 0Nuf0 FwoRJetno MD1WiWC GIVEN A NEGATIVE A". DESIGN PRESSURE RATING. FLOW/CEUND KIR :G (a'�1 n g LL mpuNipP.. 067ERMRNE MAXIMUM SPAN'I-"FROM SCHEDULE. Ls 01) !L-fli lt+(O •L-(N l+ [w1 1 l-(NI l+(1j 1 L-(Nj 0 NAX[MUM SKUt7ER SPAN°L+"OR'I-'FOR 30 MT OR LESS IC-0' 16-d' 16'-0' a 76•-D' 30 I6•-0- ! lew 30 18'-0' i 16'-0' ^�'TaNS INTO WOOD SHALL BE LOTTEDIOMUM TO FINAL MA ALLOWABLE SPAN IS EQUAL TO THE ._ -.....__...__ .. ...--._•-._.r- . .._ _ _ 105 W.AS.D.DESIGN PRESSURE RA71NG. MIN)H6 m DETERM W SPAN BESim'L+'AND•L-,. 35 14'-70' 174'-10' IS'-2° 16-0° 35 ., 14:-1D' f4'-70' 35-.-- 15'-F t 16-10° 46 13'_-10' J 73'-70' 14•-2' IW--2- 46 73'-10" 73•-10" 40 IW-r W-2' (3j PROCEDURE TO OEfERMINE ALA7pMUM SPAN FOR 45 13'-1' i 13'-7' 13'-4' 14'-3• 45 13'-11 13'-1' 45 13'-4- 14'-36 f HV COMM CEMQiNATE i3 NAY 6E USED AT ALL COLIUINATONS IN BETWEEN WALL MOUNi1NG5 50 12'-5' ! 12'-5' 12'-8' 13'-7" 50 12'-5° 12'-5' 5U _12-3' t3'-t- MOUNTING INSTALLATONS.LOCKING SPECo1GA0N5 G NODNIPI _.j..w_...__.. SHALL BE AS INDICATED ON MANDATORY CONDGION 82 _ 55 it'-f0' t71'-10' 12'-t' i t2'-11' 55 ��_�77'-t0' t i1'-1 D' 55� tt'-i' � fl'-t.l' FOR A GIVEN P0511NE AS.D.DESIGN PRESSURE _. b0 N'-a' . I1'-.e 11'-Y 12•-4- 80 11'-C 11'-4° 60 10-2• 10'-11' NOTE SHEET RATING: .. t...... .. _.._...., _.._... ._. OMERMWE: 65 10-f0• i f0'-t0' 11'-1• :17'-11' 65 70'-10- f0-10' 65 9-7- 70'-1' Li+=MAX SPAN FOR WALL MOUNTING INSTALLATIONS. 3o iw-:0 10'4 t0'-9' 17'-5' 70 td-6'_ :G-6' 70 e'-9' 9-4° L2+=MAX SPAN FOR FLODR/CEILING MOUNTING 35 10'-Y io'-1' iWL4' ' e' I' 75 io'-1' :0'-t' 75 - B'-9' 'tE1CCEPT TH11T NA101UM SHUTTER SPAN"L+°OR MWALLATION& 80 9'-7or 9'-10' 10'-0' 10'-r Ed 9'-I0' ( e'-4. 1 AND NN1�LN ASA.DE51NG PRESSURE ROOJC FOR • - -- - r- FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 65 INSTALLATIONS 9=6' 9'-6- 9'-9' ID'-5• 69'-6' 8'-6• INTO CONCRETE OR CONCRETE BLOCK RA71NG: ..6_-3• t0'-t' 90 W-3• j T-8' SHUL 14E 111ROD AS FO110VI5: DETERMNE: - INSTALLATIONS. 95 9'-0' 8'-9• 9'-2• 9•-10' 95 - - 9;-0�-__. -8'-Sr - 1 CONNECTIONS TO KEYSTONE MOUNTING L1 =MAX. SPAN FOR WALL MOUNTING 100 8'-9° B'-4' 9'-G' 9'-r 100 8'-S' 8 4' LIMITED TO+54;72 ps.f.AND W-0•SPAN. SEE L2 MAX.SPAN FOR FLOOR/CEUNG MOUNTING 705 _ e'-7' 7'-11' 6'-9- 9'-a• 105 B'-7" t'7'-I MOUNTINGQON SHEET 7. INSTALLATIONS. 1 i- B'-4' -r B'-7' 9•-E' 110 6•-e r-r FINAL MAIGMUM XLOWASLE SPAN 15 EQUAL 70 THE its a•-� -3-_ a-4- ' e�-11• 118 B•-r """r-r SEPARATION TO GLASS SCHEDULE MOAMuM BE"Em t1+- '121-- -Lt--•AND 92-' 120 fl'-0° 6'-71 8'-2' _81-9•-, 120 8,-0" ! W-11' (4)GO TO ANCHOR SCHEDULE WITP FINAL N.AXNAUM 7-/0' 8'-8° ALLOWABLE SPAN AND NEGATIVE A.W.DESIGN 130 7-'-8^ ' 6-s' 7'-1D° e_:, 130 r-a' j e-5• MINIMUM PRESSURE RATING TO DETERMINE MAVUMl ANCHOR WIND ZONE 'SPACING. ias ra• s-2' r-s• Y-9� i35 i'=i' 6'=i• SEPARATION 1-db W-ti• T=7° T=s=_ iao... ._ ._��-d- s-n- AS1M E-1996 145 .. "i--jr . 5:-Sr T4' tT-3" 145 7-r W-r TO GLASS ._-._ .. ..-.. . . ... .. 150 Y-2' 1 S'-T '7--4' 7'-0' 150 155 r-o-. ; ii- r-mr 6•-s- 15s >-o• sue• 1 THRU 3 1" 160 6'-il' S'-2- T-1' 6'-T 160 W-11' W-2' 6'-4' 165 W-lo'_�_ 5•-I' 170 W-9' 4._1I" W-1 I' 1 6,_2.- - =170 61--- r -4_fit,--- — - - - - - - - - - — — _— - — - - - - - '- - - - 175 6'-T 4;-9' 6'-r t 6'-0° 175- 6'-7- 4'-e im W--r ; 5'-70' iBo e-r 1, H V B LA D E 185 6'-S' i 4'-6- 6'-r � 5'-6' 185 G-s' 4-6^ 190 N'-4' � 4'-5' 6'-6' i 9'-a° 190 6•-4' i. 4•-S' 1135 6-3' 4•-3� 6'-5• I e-:51 195 6-3� 44a 1 ._ ZCJq 6'-Y .4•-2' 6'-4' 5'-3' -- ---- -- _.- 205—-'8'-Y=:-+-1=-6'�l—, 5•-1__—205= =B'-1=4-1+— ( lyYN/''' 02020 TILTECO.INC. 020M E S113N PETAL SUPPLY,INC. BERTHA 14VtA C/,z ®�a�. ®�a o T3 At;eOrdion Shutter System wv.BumEt w/OR W.wnnow eBLADE� American Stluiter Systems • TiLLIT TESTING & ENGWEERING COMPANY Lv N oTswoao2 t[ imam En,NtCN/J1.0 Ow KW.301,5L.stL 304 WOO oFm.A norm 311 ABdOCia(iont Inc. , OLD 17-707 201'DM7 2/2020 z•o= S7A OF Q Pimn.:(sosle7l-tSlo.Fm:(sNs)e71-tS31 4268 Westroods Drive 2 DRAWING No 9 a-malt tawoPoob=M West Peim Beach;FL 33407 3 0.�••.!LZo. tio_A G-4D667t9 4 20-164 'S/QN °• G ��� R' Stu ue S b�i1� e SHEET E OF 20 fi i ALiSIGNATUREJOATE "D DEIGN Nmt mMw-W rcO AMLY uFOnO)coiBDNS n OR COHGREIF Ap((y(DAS CpA*!H• FEND PCWW CI)NCRE7E IStE low 14 V.0 M. + O:B 51077 9, POIRIED ODt�iE TAPCON OR (/1JWAt1 H G fA111G11 IffADEq_81011NRNGf14 WALL HEADER RwNmr, 1JwuL sat,ytOS7N[IND LD;WAU.SILL y1O1AiDtIG pw WALL HFADER/SaL TAPCON WRH ADV/WCEO w/nti W/n4? IFAUMM 7HREADFORN TECHNOLOGY i wo BEIM eft aura tt Lsa Ifsal�c abE m3v lcros l a®RME FIEWE M*.'G�mr.�+ l _ �G 96 EwaDPOINTS SOLtO-SET 40 80(75 f�129 1�ZOS sa 14o Te9 75.90 120l71�i2W 3o 4D 60173 fiU IkTr,60�5 3D 1<o l aD'7s 6 J16itwi20.9 ��BLUE iAP14112 Ii ar,a 6 6 14,12110 D.a 6,6 6 21f0 __ __. _.-.1-_. _ .._ y...-.i __ 7 �I e e 1 e 0 a_ 14 Iz)l0 1 9 S 1 e 1 e - 1 12,t0,B r e a„)8 fas 6 8•8 1 a a t 7.SS1`slzno)9 e a efe t4712no 9 elals a12'•9of'ti ata}eS6 14ij2,to�0ie ;ais?e` fs ,2.fo p i e1B ' i0 ' ' TAPPER+_ . ..- _ - !t} fJ14I2 f0�9_ 8 1 e P a i s i4 i 12 1 f0 B)!iD)6 B ' I i 1 ) f i i'e +liiifot9 alais,e I4i1z11D19�Bie'f0 aizi10 9 a e e +e u'12 to e:'6 e +s ,- a 12 1019181e a'Ie a a1ele, eiet8 ' 14 12 f0 0 8 i e_)e J 14 t iz lot 9;e e B 14 12+i0 1 B e I e,e •e Is fa lD a y 7 - - is'f2 l0 B 1 e 1 �_i _ f_ 7ss:- a aleinie,7,s51a 14. 121oi9 g'•a;a 4 is 12 7B'+41e1e.6�9 i4�i2,:ful�,e E' Ete i4a tDf"a'te ,W oO f'-i4iia-ia a t 4-0 1s1121,8?9 .e ;at451- 1�112.11048;6 '816.4 f4;i2Iifi"s;';ele`113;19 141121o1s18 ?ai-1- is)izlto?a ?ajolef- a e a e'eas�s j I s' ;Vol 16 I818 { 1411211D'9,a 8 ;a16 a l2ito 9;aia 8 'e i4t12;i0;0 0 is 1-e f4Pi2'toi®'.5:e 181 9?e16 o i e1 ei'7f55 is 12.110-i®. a.+at4ai1- 161 Ila�(aS14 j121f019 H1e1L)8, 16112;10.9 ,75 -:-�-t7, 112!, �12110:9^7Si58'- e' e R a)7sas 413 �* 14'112 f10,0 e'81"+si- 14 i210 91e 1e 6']514_!12 fa;0 ie#e e '8 14 12T1n19'e 7 - t12.ig{9's'a''1s,- et'aiel'e i'Bie�e"ie SEE ANCHOR • 11 177- 1t 5-0 I4 7z.forof4jia.16 file sSi- fi olio 9-a® ele ,s_ uli2im 9i9'3 - ,12101f�ia{7i- - giBieiaieiits`•,f i SPECIFICATIONS, 14 i12.IDi9 Fa i-a I- i- IB 721 f0'10 518 0l3S 14'12+10 T-Bi B 14112;'1019 °e .''--- - 112 ii0'a;B 75'- - e:g aF E 1'11 37.5 SSi4 1 ON SHEET 13 14;12110IB�a1"13i- 14112 to;9 a e'{s!- if 112'f010 .8 -ei0 B 1I'12 _BSi7S)4 - - - 98!754L5 i33 i-•- o a:B14 12 i 10I B ,8 198!- - t4 l 12;to;9 t 6 �49 - 14 f t2 7 10 a 1 a tt a 9 6 tt 12�IO 88 ,4- - 12 1D 1 9 a°e i`- B a B a e e B F7514 12 'O19' ei'3 -_ I- 14l12.10.0'a�O - - 1i�12 f0_Te a r8 yB'iDy 1L'12 i10�B 145 - f- �I2f iD�9'7S'f - - e-?8+ B:ai75f 55i 4i3- 14a2%10'9B 5 - 14,12710^E'a :B'41- 14'12;10,9 i B F8!a 795 t4;12 i 10.9S�- - - 1l [ii'B'®iB'B'8F4S'- 14!12it0I9 S;4 �-r- 11'72:1Dt B 91ab:a !- 14112_J 101 91 a ;0,6= iaizi D:�S:- - - - I4,12 6';83 55:- - _ 8 a a 6515514 , 3.- Ii 12 1 10 1 9 6"�♦ !- - 14 i 7a;f0'B'8'6B;]_'- i4 112;f0 9 'B'i'9'9 '- t4"14..10 i B''B °- - - ,4 12 10'9{B'7 - - e 0'a j 9:0' 8 7,3`8 7°_D 14i12i14.0 <S -i 14�i2110�9'8�4 - = 14i12, 10�B�B i74 '- 10i12�t0�y5'- - - - t4'1211018.95 - B`B� Bi 8+18.5j 5 1{i12 if0'9 'L537y:- i- f4 t2 if0 Btg 8I_ 14412,10,9 %B !8__6 14 .-/2If0.8 ' 1L i12 ita;8S�7 - - - B e'e gi 7 5 6!- 14112'10�8?5p5:3 14:f2_r1D:9 B 45:-I— 14 i12�10 6 8 8 - - i4 7 i7 �=- - - I*,1t� 7155i35i- - - a,_B f 7.&5 i 4.5 Js• 9•-0, 14 127I0 9tbs - - - 1af12 t0:e-8 aS'- 14 1241Oi a 'B 'B - ,4�12;foI7'4 - 1 14.12 i70•'8 i"f3`J1 Bj 8"B'8'8i7s• 7'4! 14 12.10 a5 3 - - 14:f2 10'B '8 :- 1f 12 10'8 8 , .-' 14'12 85`3 ,-'- - iL'12 a5'9�,4 -1-'- I ♦SEE UMMATIONS OF USE FORE ( t B 6. e'7;B5 4- 7; D BLADE SON SHEET 19 ti:12'10 f 8 i '- - - 1{'.12_to 19 0 4'- 14!12'lO(9 i.e,_e:- - 14 72'BS'- _ _ - - 14 112 19S'75 t 45 - - - 0:a-e'7s a OS i -s- . , - - _ _ _ _ �._ _ L i U'12'i0 8.5I4S;- - a:12:10iBi7S - 14 e12 10.918 I-�- 13�93,4 _ la_I95;6b:5 _ a. a6_.9; 5:4 3 -__ 14112 10IEg 4 - - 14!"1 to;9!7S'-'1.- - 14�72�50�9 8 - - - if:12 10'6 - - - - 16i72.T0 6 S5� �- E'a"p�pia fig 6 f4�t2�e5 4 - - - 14(121101C ;4.5� - 71_i 12 f0�9'7S - - - I4 11bi{SI- - - - 14�115•73 8i- - - - 8 8 7Si 0'y 4 _ y t412't0'8 :4 I - - - 14,12'f 0 i 9"7 - - - 14 12 110 9;6 - - 14 i 12 i S' - - - - 14 12 i 8 i 65 i- - - e 1 8' B.es i SS i 4 - - U72.95 /e 12 1019.55: - tL 12�10_yB B - - - :Slas;- - - - - - .1SI a5�,55i_ - - 8'8�55.4bt35 ---_- �, 14 i2�OS;513S - - - to 12i1019 65!- - - 14'12 i1019 B�- - - 14.12:7 - - - - - 14�Ii!i4_75:5 - - - 0�8,8!B 8.75,45 - pn 14'12jS9 3�- - - - '14,t21f0 6 3 �-_- - 14 12'10�0'6_•- - - 74l!IOS',3'- - - - 1 Nosi7_3s:- -'- - at&a-.7 5:4S'35 f4 ii2-,B 49'3 '- - - 14712•I0.9:5 - - i4�f2'70''e a - - 14711t - - - - 14,71 i7S -f- `-I'-'- 8f8 i75i B.5 - 14 12(7'- - - - - t4'72'10 i- - -i l4_12`l0: - - fa$f8: - - - - 05.e_51-. - - aye: 5 '4 35 -��- '14.li, - - - 14 i12_'la;- - - - 14�72�i0' :. 45�- - - - 14'f2 l01- ...9.8 8.6.8. 7 _ 1{.7214;- - - - 74 12 itl'_ - -I'- - 14'12i10.-i- - 73,n Fr- _ _ .2S�95ifl,_ - _ _ _ g'g',g°.g q 1411:'6bi- - - - 94-12!10�- - - - -:110 12'10i_ _ _ _ "•yGi, _ _ _ iL:10,! - - - 8i EF 7i5S145: - - - 1% 125.52 _ _ _ 14�12 t10 -'�_'- - 74�12;iD i- - - - 55 - - _ _ s5. 7 i33•- - - - - 8. 7,45t 35�3: !!! I4�12' i-_- - - - 14 ila:to'- - - - - t4i@�f0_,- - - - - la iii,4'- - ! -'r D'14':72'3 - -i 14i12i8'-•-1- - i14 12F10' - I- ,4112 10 - - - - �B:eia'B: 9i3-- 14 112 fi.- - - - - 11 1 12.10 - - - - - it• 12'10 a- - - - C,`5_. - i-' :?Si s5:65' 4;-`- HV B 14;z:- - - -`- ,4 72 - '_ - _ _ = B ,�i-_- - - - a 63t:5:3s:5 LADE OR 1 HV BLADE •i'13•-0.14 j12__ _ _ _1 - 44.12 - •-' -�- 74�12'- '-�-^- - a _ _ _ :4 12 _ _ _ - _ a i 8 iB:LS'- - - 14;10 _ - _ 14 ,2 ='= 14 ,2'- - _ - _ _ _ _ - �5 rs t = _ _ = a a f e:L -_ _ Wl '9A- HV WINDOW BLADE 1412 - - 1412 �_` f4'-fa'- - - .isa5?- _ B'"i15.5'4s: _' _WORKING IN UNISON 74 L2•- - 16 I2 - 14 1a - - 0 t 4 3 - - - p14'-D 14 22'- -_- - 74 12 __ - - - 14'12`- - - - - - f4 B - - - _r 14_12 - - - - 8'8 B 0 75=4 - - - -- - - 1 14''7 _ _ _ _ _ _ 74 i 12 - - - - - - 14 1 12'- _ _ _ _ 10 4 - - - - - - f0.74.- - - - - - a�75: 5 -' 14 115- - - - - - 74.12'- - - _ _ _ 14 i 72;_ _ _ - - _ q _ _ _ g' 8 i 8.5 4' 14.- - - - - 74:- - - - - - 1{ - - - - - - _ ;a�._ _ _i_ _ _ ,•.S _ _ _ - _ 7.5 55 i 35' 3 _ _ - 14 14 15'-D'14 -'- - - - - - �,- - - 14 - - - _ - - - �.- - - _ - - - 9_= - - - - - - B'a'817. 7'S5'- 14 - - - - ___ - 14 i_ - _ _ -:- ti'- _ - _ - - _ f0''_j_ _ _ _ _ l0 - _ _ _ _ _ _ B F 7.5 5. 4 14 14 14-- - -i- - 14" 14 - _!_ - - 14 - - - - - - 14'- '- - - _'_ - - - - - - _8' a- 0:7Si 83 - - 14'- - -i- - - -114"-7- FLE BUItD{NG CflDE(Non HI-h Velocity Nunlcane Zone. ` )�uitit 11W ' 02020 7a1EC0,INI - 02020 EASIERA METAL SUPPLY.INC. BERTHA W., �,�CEN, =���'% s Accordion Shutter System '�_ -= - D �v ear. o c ❑r[.�G KV.RAM 1 W OR W/O KV.WNW RACE 9 ND.441 :7==-: AtneNean ShlJtter Systems � px / 1 B lke * �: '; TIWT TEST)NG A ENGINEERING COMPANY E7 w: atsct�nB9 DUE 19A1M ew flr a : l s `'` e=aw.San.se.ste M.tours t cam,atrRu a„ Assoelatlon. Inc. 1 oLD n-7 0� U2/zoza a>E s/z/zozD �'O'• STATE �� Phono:(300971-1530.F4r:(303)W1-1531 4268 Wastrroods Drive 2 - O'•. R( t'`;���` °-ito0i t91ee°of4Bteam West Palm Beach• FL 33407 y DRAWING No MLL1EA 1L 0111T Jr,PE 4 20-164 AL:�N L/SIGNATURE/DATE 1FICRM U.0 4s1B7 s SHEET ��a,•_ e'I 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES CM UOUNTING6 E Q A H ON S1OET8 0&7) 1.ANCHORS 70 WJ=PJDE SHALL BE AS FOILOWS` P%=MCB7FJMMOME MOCK I POLUD OQROkTE (A) TO MOSTING POORED CONCRETE OHn.ra-3 larj EUWALL Sill MOUNTING ©CEfUNG AWNINGf6 .41 QH FLOOR MOUNDING - I/4 TAPCON 0R TOWN WOH ADVANCED THW"ORM 7ECINDLOLT ANCHORS,AS MANDFAclum BY LLW.BU DL 06a.re=3� moom gal - 1/4's x 3/4•ALL PMNIS SOLID-SET ANalots,AS DISTRIBUTED BY ALL POINTS SCREW.BDu At sPEcp n COMPART.(IBC.re=3 Ben (e} •__�Ni waBHI> =9 WON_ �E Palsug RBwBf5 Ulm E sung WJ - 1/4 a BLUE TAP cDNCAErE ANCHORS W CAP AS WNUFACTURED Or FLOM FASTENERS DIBEcr.DID.(WdL ro-2 tsn --T TAPODN OR 1 41A TAPPER+ANCHORS AS MAWFAC URED BY DEWALT.INC..AND 06TRIBUIID BY ALL POINTS scFmW,DOLT ec SPEI MLTY COMPANY OR ANY : 4D T 63 7s Ta$ilso 22 x,4D w 7a1 eD 72D iw I+a w i rs Bo lrto 1soi7os 1 �y�� - / 1 1z m 9 o y a s se f411z y1D+9..e e 1 e �R 1 1 9_r e,e 6 e tTAPCON WITH onmR APPROVED ucDam OR AUTHOR?D VENDOR REGIS, MITI THE AMETauN SALT ER S�ASS0010wH.BM(AraL re=3 rm7 3'-0`hf'f2 s s l e, a, a 14 If to'9 i b 'e.r c) 12iD e e.•_s s �. _ .. ALL POINTS SOLID- NOTES OR 14112 i f0 _0 873 s,�;e•-,s fs j 12_ f0 9 i B•J:6 B_ P'12 1'0 9 Ji!e,®j s BLUETAP W/RAP " ! AT)MNMUM EMBEDACM DOD POURED CONCIrETE OF TAPCON OR TAPCON WRN ADVANCED THREADFORN TECHNOLOGY AutGTDRs AND TAPPER+ '+2 Ce 11i Die i 7 fa 1 iz io ate B 1 1 t2 70-9 n b f 8 f.B PEz+" ID 1 3/a ANO FOR BLUE TAP W/CAP ANCHORS Is 1 1/9 14 12�fo19 4 s 7 1.,5 as a 1a 1D e e e a l )iz 10 1r l e e e,s ii iz.iDT 9 e;b H e l s u m ii a 1 Bg6 i e to 112 Io B 0 f a s +�s A2)MNmuM E78ImtENT OF 1/4•0 a 3/4 ALL POINTS SOLID-SET ANCHORS SHALL BE T/e•INTO THE I==CONCRETE NO ENBFIIHEM 144E 12�1�0 19 e a a T'-s_!a 14 rtt,+o j y 1 fl B 6 145 a;'iz}1s s,�a F a 4-as INTO STUCCO SHALL BE PERMITTED.Ilex-20 Ss.MAcKNIE SCREW USED SHILL BE 1 1/2'LONG NINDIUM SHOULD stucco DLrSf.AND 14,12 L101 are e e 145 i4 ia�10 1'11 i e i e;'e Ss is;iz ii'o',a H 1'e 1'H;;is -- t•UMM M FOR WR1c WITH NO STUCCO. 19!72 ID a 75 5513b;- 14 112 10 B 8 1 D!E 1.5 14 1 12 1 1D 1 9 a f 7 IS91 4 OSFE fnmatms Oi iJSE F09 14].72j.to 6'W a is if r12;1018• 8�j8�0 jsb 74}12;�1'Di.9:r�py-I1clig JOMC DR SID.T is �)N CASE THAT PRECASF STONE;PRECAST CONCRETE PANELS,PAFERSS OR ANY VENEER BE FOUND ON THE 00511110 WALL OR FLOOR, i2{10 9„1 8 t 7 4, l!JJ 1�l 210t e}}✓!Ie5 j s_)as 14 j12.1,1U).8;651 5'y35'S ANCHORS SHALL BE IDNG EHOU6H TO REACH THE IOVQ1 SRR1LC1lITtE ODOtm SAID WALL FlN1Sl4S.ANCHORAGE SHALL BE AS NDICATT9 ON 14i'12 i 10- tD!E 175 v4 14 I-12 110 1 0 i 6.E7 6 145 14:12 11D a i'e is ie5,31.= NOTES At)&A.2)ASOVE FOR INSTALLATIONS ON VINYL SIDING OR US YIIH OR WITHOUT'tETAL SFUDS CONSULS THIS ENCOMM FOR 14 f 12 H BS 75 i 65 t 451 14 77 f0 9 7 B F75 a$ 4 14 12 10/B e -6 -4S 15 INSTALLATION NM FIRS WITH NETAL SUDS SEE SHEET 20. -•-, 14 12 10 j 8 i BB}a i 5 14 12 110 9 9B eS 5:]S t+llaii0 o ei6 )e1 s-0• - - e TO E70STING CONCRETE nlDcic( c-a0) ia,iz.l`jo s �s`ssl 3 wli io)gs,-B ss. 4 3 14112 i e cfl5iFs51 4 1 3 ,- () �-l-- "r _ t a's rAPrAN OR raPaON wnx ADYArtcm TtSFADFOR+L TF+sHEmLDGY ANCHORS,As FwNUFacnHtm BY L>'.W.BIImEx. - 14iiiT IC;B 1"0 ieS''s 373 14;1i'i'io,1L5 i'6 7 5 i 4: - / 14112!a r 6S 5S 1 3 t- - 14+12 TIC-;+a r e.65 4S 3.5 14!12 1D+0 i 7 5 f S.3 -1/410 x 3/4' ANCHORS. BY ALL PO BOLT SPECIALTY COMPANY. ALL POINTS SOLID-SET AS,AS 661RBUfED BENS SCREW,B T& 1 _.._.__5 1 4 6 BLUE TAP CONIAEIE AHCHOIS W GP AS MUNUFACIURED BY FLORIDA FASTENERS DUH[iCT.IMF 14112 10{B ;"a i 6 14'12 T ID�0�0 i 7��8� 4�14�12+10�6 �75y5S:4 �] _1%4b TAPPER+ANCHDIS AS MANUFACTURED BY OEWALT.NC,AND DLSTR®NEED BY ALL POINTS$NEW,BOLT&SPECIALTY COMPANY OR ANY T-0. 14j12 lOiB '66j4 ;-'- 14112:0+7b18i4.0j35 14'f1C5j7 ;@.9°LLfS1iS:-1- 1D"•BS 1 . : 4 - 14 112:10'. 1 6 ig51 4 r- 14 712�1-® 7 i7S'.5;' �- '- OTHER APPROVED LICMSED OR AUDIORNED VENDOR REGISTERED WON THE ANISMAN SHUTTER SYSFEAIS ASSOCIATION.WC. 141 11,1.7_;55145!-) 1{!12'10]e 175155;4 :- 14 1 72 1 9;7:6 14.6 i 3 i tx . 16.jTiS"-i- 14 i 12,p 101 9 i 0 0 i 4 i- 14 i 72 i 70:0 4 a5 1 5,f3sj- Bit)MINIMUM EMBEDMENT INTO CONCRETE BLOOD OF TAPCON,BLUE TAP TV CAP ANCHORS AND TAPPER+ANCHORS 15 1 1/4'AND TAPCQJ to 12 1H13 7 55 3 (- - t4 C/2 fl eS S5 4 3 1 25 85;®i 5'4 ta '7 Wlitl ADVANCED IiNFAOFDRM TECHNOLOGY ANCHORS 6 1•- 14 12 183175 0}- - - 71 1 12 9$ 0 BS 5 - 14:12)e 1 a i aS i 4 13;9578.4 5 135 i-;- - 74 112110 O BS 5 -r_ 14 r F2 B 6St 5 4 - 0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHIM BE EMIRFLY EMBEDDED INTO THE CONCRETE BLACK NO 9.�0. to�92:i0� e;'B�- j-;- 14 t 12;YO y 0 i 75 i45 7-:- fA'�12 IE15 i.7%56.4•- _ �)L]!®!ffM WID SLUCC01/SNIW,BE PERMED.1/4'0-20 S.S.MACNCIE SCREW USED SHALL BE 11/2'LONG IIIMMUN SHOULD Sil1CCD i4�i1:si75.6.;4_.- ;- 14!it i 7 155i 9 I L5 =!- Ili 5 551i5134 -i- LBOST.AND 1'MINIMUM FOR WALLS WITH NO S1ttCco. 16i 12i B 465.45! - 14!12ie.5i T t65:4!-i- 14 i79S:7-i5511L651-; �`--- 19:8J i 55: 4 -'- - - !4;12 1 9;7 6 14,5 -' 14;11 2 7+55 f aS 3.51- - S.3)IN CASE THAT PIEf1LST STONE PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE FY.6TNG 1YIBL OR FLOOR. +10'-0'+14 j 12!10 1 0 7.5 - - 14 72!t0;a sS 5•- !10 1 12.B 6 6 i 4 - j- ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN SFRUCTIURE BEL�ID SAID WALL FUSSH .ANCHORAGE SNAIL BE AS INDICATED ON ;.:fo`s''i! 6'3_s,- - - a ies'Giiii s f s,'3 ;3 -'- - rmTLs I�r)s az)AwvE FOR DWALLaIBNS ObI YDm SIDING OR E>FS WIN OR WITHOUT ANAL SUM CONSULT THIS ENGINEER T II I75 55 - -!- f4 r1151 9 6 5 4 - 2S bs a 5 14: 4 FOR NSWIATIDN OJTD SFS MITI METAL STUDS SEE SHEET 20. OS 37.5 - -_' t{.i2 B-16,5 ab 4 - 13 I f0 6S 8 4 3 1. L - i 1 (C) AVLWOR.S SMALL BE INSTALLED FOLLOWING ALL OF THE RECOUIFEPNDA710715 AND SPECIFICATIONS OF 1FE ANCHOR'S MANUFACTURER. i412If0 -_-� - 14 72 D'7i614b1- 14105�7 ,545135 11'-0 •,�•�r 5 - _ i_ 12,0 8 i�S t 4 43 32 3� _ (D) SEE SCHEDULE BELOW FOR EDGE DSIANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. /611017i 14 it"i7'•CSr4bi-'-i- !1.5 as'"-45�375+-1- - 1 95,7+45! 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