Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Florida Building Code Online Page 1 of 2 Business & Professional RequLatioll f7oRa NW'�"`�"`w BCIS Home I Log In I User Registration j Hot Topics I Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map ! Links Search Busines Professil Product Approval USER:Public User Regulation RECEIVED RNMENINEPROM Product Approval Menu>Product or Application Search>Application List>Application Detail sage FL# FL1850-R10 NOV 7 Cil Application Type Revision I Code Version 2014 Application Status Approved PE MII-TiNG St. Lucie County, FL Comments Archived El Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easter Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE [Z! Validation Checklist-Hardcopy Received Certificate of Independence FL1850 RIO COI HV Accordion CI HVHZ.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 2/15/2016 Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC drawing DRWG 15-081 Odf 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'-7"for 35 FL1850 R10 AE A.S.S.A.INC PER DRWG 15-081 Ddf psf positive ASD load and 13'-0"for 35 psf negative ASD Created by Independent Third Party:Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. DRWG.15-079 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 13'-2"for 30 FL1850 R10 AE A.S.S.A.INC. P.E.R. DRWG 15-079.pdf psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg# 15- (top and bottom)for storm protection 080 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. Drawing DRWG.15-080.Odf 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"and FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-080.Odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HVl blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf.for HVI and HV1A working in unison. See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Hack Nest Contact Us::1940 North Monroe Street.Tallahassee FL 32.399 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 mall 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 emaiis 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: K ®R® $CCU. 'MEMcT https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%o2ftCOhpJQ... 2/15/2016 GENERAL NOTES: 1.BEROF THETHE FLORIDA BUIDMO 000E THIS ACCORDION SHUTTER SYSTEM WY .VI(D AT NKAT VEHN ACODBIMN SHUTTER SYSTEM SHoI`N ON THIS TRY LOCITY HURNO/E MNES HAS BEEN MUNFIED FOR COYPO4CE N ALOlNDMIfE'AIIH THE 2014(Stn EDITON) DES"NINE LOADS sN4L BE DETERMINED AS PFR gCfNDN 1620 6 THE AEOK YENTNDNW CODE,FOR A I%%%C INHO SPEED REQUIRED By DTE AINSOCTpN VIRE 9UTIER Nu TABLE OF CONTENTS BE INSTALLED,NTN A D/fFC110,I4T1Y FACTOR K6-0.85.H9,Ir AYE 7-10 AND SWI,NOT EXCEED THE N4N1W(AS.D) DESIGN PRETAME RATNOS NCK TEND ON SHEETS"TH,N 13.t9 s 20. 1• HV 11 6;)]AE N ORDER To YEANY THE AMA£ColOITOAL ULTIMATE DESIDN NND 1QAES pETEE1IIED PER ASCE)-t0 SDWl BE nRST REDUCED i0 AS.O.DEIGN WEND LD,US BY MIXTRYNo THEN BY 0.6 N ORDER TO COMPARE THEY W/MAX.(ASD)OESNRI PRESSIRE PoAON6 IINDICATED ON SHEETS"THRU 1S.19 R 20. GENII NOTES SHEET 1 tlC,USED IN YNBR ANALY56.BEMIM SYSTEM COMPONENTS 1-20 SHEET 2 N ORDER E N, THAT ANCHORS DE 06 PEO.,IN TESTED.WEE NOT O—LOAD,A 15 E INCREASE IN M1A'AB1E LOWS FOR WIND WADS WAS SYSTEM(%MIPONFMS 21-37 SHEET 3 H V.ACCORNOI SHUTTER SYSTEM'S AOFDIMLY FOR WIND AND INpE Il®E RpAE LIIN HAS SEEN MIIIIFIJ M K'f4RpY10E WDH 5[CDW 1828 OF DIE AB0.E YENIXINED CODE AS PER AR REPOITR: TYPICAL SHUTTER ASSE16Ly 3B-N SHEET 4 JN BADE O 0-4-01-0.1 /1DOA.01-0S,/1214.01-0%II0317.02-08/0600.01-to AND/0210o,-11 AS PER TAS MI,TAS ME AND TAS M,PROTOCOLS 2 I'IIT�AK(1)ANO I'IV WINDOW BLri� !/1220.01-10 AS PER TAS MI.TAS 202!TAS 203 PROTOCOLS TARGE Y6YE /A,yREi��p� �ppt��LAD ( -HA VNOOW BLADE®/W W.OI-OB 6 EAS Mi.202!20.7 PROTO:OL3 AID OT25.0,-06 AS PER TAS 202 PROIOODL yualY E APPYOdII E) 7YPKIN-SHUTTER ELEVATION!NOTES ON TUCKS SHEET 5 2 HV BADE SMO NV WINDOW BLADE a ARE ENS O WTMK IN UNISON ETM EACH OTTER ENDER THE GENERAL LIMITATIONS AND MIMIDD6 OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCREIF/SLOCK SHEET 6 INSTALLATION DETAILS G-M.CONCRUVEIL%?c SHEET 7 3.BERTHA N.V.A SITE 1 PNS Dry SCEVS).OYO N BST"E5 OUCRLE AND TON-LE Y01Nf DLRNELSNA TO TITACI6 S,M,L BE/I4-0 Illi(,4X1.75 RESRL,NEL B 410-HT 1MMN SHEET 8 SEI6%TIDIES%STEO TONS.WM ERED Iw YEtD SI sHL AND,w,a 1pI5LE STRFNQN5 NUS SII BE OM NA WIM EERf1M HV HEAD, 6]p CpL1ND V.E.AS 4VAFACRR[D By �NLTE DETAILS IN APPROVED CCAIND APRYAIORs.IEOSIEED NOH ALIFRIOPI SHUTTER MTD6 ASSOCYIgN PINS WISE BEAR TIME HV 4AUON0 W THEIR HEAD. CDNHRWTE ALTERNATING DETAILS FTV SHEET 9 a.rALLoR A.6006-M lalDr.—EXTRUSOMS SPILL BE—IAM A$SOCNDON N1DY AND TOTER AS IMCATED ON SHEETS 2 AND J.IeOYW HOD SYN.—FOR 606YT6 ALLDY 6 3,7 lei AID 35.7 d END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 TIS 1MOMUY SPAN TABLES SHEET,1 5.ALL N"N A TO BE STANLEISODNPY SHO FLORIDAJD�OR 3,6 161 SONES OR COMO4M R6SNAM COKED CAINDOH STEEL AS PEIt 011 50016 TNM DO 1a III.YIELD STImICM AIR 90 HI YN Tf)IS{F ANCHOR SCHEDULE- CONCRETE SHEET 12 STREMDM AND SINL CCEIv W/ RIeDIIDMD OIOE SECTION 2411�.}s. ANCHOR SCMEDI.IE-CONCRETE SHEET IJ 6.BOLTS To BE ASM A-3o7 GA—M STEEL OR ASi Jo4 OR 316 SERFS S,,, 5 SIFfl MM]S EM MIHNW YEW STRENGTH. ANCHOR SCHEDIAE-CONCRETE SHEET 14 )SEE TANCHOR SCHEDLAE-CONCRETE BLOCK SHEET 1M . HE FOLLOWING SHEETS FOR ANCHOR SPECEIGTIONS:DIV AIDE O:12.13,14.14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 DIV BADE 0!® WO6NO N O6QI:12.13!IS INSRNUTMN!DETAILS N-R,MODD SHEET 16 —TO TO END DETAILS S-X.WOOD SHEET 17 8 AS BERH.V.ACCORDION SURER 3YSTEl REI A U.S.PATENT t6�)0}81 COIIPONEOS O THIS MPRWK ARE CO.,ENED,N—s OR N PMT BY UIS.PATENT f3.4S8.IX IND CONNECTION DETAILS 7-11!X.WOOD SHEET 1a FASTEN MN ETAL$Wv1EY INC. 9.R SHA,BE THE RE""'BRY OF 1,E CONTRACTOR TO YERPY THE SARNDNESS O THE STRUCTURE WHERE SHUTTER 6 To g ATTACHED TO IHSURE PROPER ANCIORAOE OONIRMfOI TO 6� gN/CAWK ALL SHUTTER COMPONENT EDGES WHICH RERAN.DNu FASTEIExc N CN INous CORACT YNTH THE BUIONG To PREVENT VND/RAN WTRISIOI. AREA 3• HV WINDOW ADE 9 ONLY 10.EACH,WD NIS BENE PERMANENT LABEL N A VISIBLE MACE WITH INARI NDTE:OONIO PERIOD,OF HOWCMNE WNWINFS HNIE DHFR FBI OR OILERS.MUST PROPERLY CLOW ALL HV AND NO CEHTE NATES AND ENGWS OR LOCK ALL DIV AND HND LOOKS. TYPICAL SMARTER ELEVATION SHEET 19 ,1.SHAPER WMEICDIRER'S LIBEL SHNI BE LOOMED ON A READILY W LOCATION AT AcooR fN SWq M DiA DDRDWIOE WITH ,TC,CK IT1a13 D,f11N6D\BUIDEID CDDE ONE LABEL SHA,BE"ACED FOR EY4TY OPEHIND.LABOINc M COMPLY WITH SECTION 171082 OF ME FLMIOA_BUEpIr,CODE. AREA L: IN WINDOW (1)ON Y .___.____._A.__ DEI 12 WHENE H.Y.ACLS SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WENT SPEECS IIpGOED N 176 DRgHl10 PUB;ANF BLHDIMC AND 20MG ITEGEAl1016 PROADFD BY M.WM60OITC1 NSTALLATOM DEIAK-%METAL SMO WALLS AHD:T 20 WHERE PCMII 6 APHID TO. 11(a)M6 PEW.PREPARED BY THIS BNDIIEEN 6 OENFRIC AND DOS NOT PROAE NFONAON FOR A SITE SPOfftC PRDELT;ix FIRE THE SITE CONDITIONS DEVIATE FROM THE I£0. (6)COIRRACRN TO BE IESPONSBLE TOR THE SEECICII,PURCHASE AND NSTAT=IS THE LIFE SUETY OF THIS PROOUCT,BA'iD ON D6 P.ED.,PRUIIDEO HE/SHE DOES NOT DsAA E FROM ME COIMIONS DEAWED W T11L5 COXRENT.C0,6TRUCION SAEM1 A SITE 6 ME CONTRACTOR'S RESPONSIBEIII'. (c) THIS P.E.D.,FILL BE CONSEERFD eNAUD E ALTERED BY ANY PUNS THIS DRAWING SNAIL ONLY BE USM TO OHfAN PERMITS N THE$UTE OF FLG(EDA (a)SITE SPEO'TC PHiPONT SHALL IE PMPMED BY A RDNDA RET OERD RD.AC W 5 A DECT TEID RIl1 BECOME TIE ENO RECORD 6 AECONND(Eo.R)iDN THE PROTECT AND WHO AL ff RESPDNSBIE FOR ME"TOPER Ug O ME PGD.ENGIEOt 6 IELOIND,ACfIIG AS A OEIFGTED ETII+EE!10 IK PEO.ENODffi1 SMLL SUBMT TO lIK UTTER THE SITE SITRiC CPAW'INCS FOR IEVEW. (.)ON—PED.944,BEAR THE DATE AND O6NAL SEAL AIR S TUNE of THE PROESSNDIML FNDI NEBI OF RECORD THAT PBD ARED Y. A0 BUILOING IRN�I///NMN ASN H n Velocity MMrricare 7Dnl AAA 201 ✓9 O 5 EASTERN METAL SUPPLY,NC. aY ;Jct' BERTHA HVTM IL E C O I■c. A.S.S.A■ Accordion Shutter System �yp}� HV.MADE fl W OR W/10 HV. GLADE e q4,•�/J�'a ;�.-firTILLn TESTING 6:ENGMEERiNG COMPANY American Shutter Systems On" OOQNNy oM[ I—BY. yy P '• P.: Association, Inc. , m„-Tv Nn6/m 4 lYa NW TN,R sN..>m..NON F«IOmz nOloT s.T. /,w, DATc PnwN (30s)Bn-t 6ID PoA:(30S)eTl-I3J, x268 Weal RPPBI On- --l— wc,eTO tea: Lwm Wexl Palm BIPCN,R 33 J34073 DRAWING No S/ONAI� A KHF, PE ft—(FOO)432-2204.ra.:(sel)W_83a0 A 15-080 P.E.5UE/SKBUIURE/DGE ,-1— to SHEET aas0a sAY YN66 1916" 1' {.� � Yea. r] •� 1O NV SOLID RUDE nHV UNMERSAL FLOATER OS HV 904/1�(>1R STARTER COVERED UNDER US PATENT d 5458179 QUALIFlW FOR USE W/HV BUDS 1(D O HV BLADE OUAUIFIED(1J W/ O HV WINDOW RLADEe 6005-T5 ALLAY AND TEMPER QUALIFIED FOR 11�E W/ HV 8063-T6 ALLOY AND TEMPER —SEE LIMITATIONS OF USE OF BLADE(0 ON SHEET 19 3 6063-T6 ALLOYEA(d16)TEMPER WaL 6063-T6 ALLOY AND TEMPER Mr -N" Ae5• DTP. "A00• TZ 9W 1 61 la• •' D -__ - O7 HY ADJ. ADAPTER W/LIP {.{36• tp • OUALIFIED FOR USE W/HV HV WW �K—OVER TRACK ©HV ADJ. FLOOR TRACK B DEO QUALIFIED FOR w/HV Q9 HV TRENCH TRACK ,. 8083-TB ALLOY ANO TEMPER BLADE 7 QUALIFIED FOR USE W/HV OLIAUFIED FOR USE W/W 6063-T6 ALLOY TEMPER BLADE 01 ONLY. HV RAINGUARD GLADE 1 8063-TB ALLOY AND TEMPER ,Aunm FOR USE W/HV 6063-re ALLOY 0 TEMPER 1awFs 1 BLADE 1 +• VAI6FS 1.e%' 6063-T6 ALLOT D TEMPER s Tett E 00]• LS6)• $ .ml• �• .093• .1 1 90• �. 6 .093' � .0 eT0 1.666" 3 11 HV CEILING HEADER \9 HY HEADER�SILL (4 HD CEILING HEADER/SILL QILLLIFlED FOR USE W/HV BLADE 1 ONLY. p ��R 115E W/HV BIADE�1 ONLY / O 8063-i6 ALLO AND TEMPS QLIA SEE FOR USE O NV BLADE(l) 1 OU WALL HEADER/SILL SEE SECTIONS FOR VALIDft� SEE SECTIONS FOR EMKR . WALfiM FOR USE. HV 6063-T6 ALLOY ANp 1EMPFA fiO6S-T6 AFLOY AND iEYPER BIS AULO ONLY. 6063-TB ALLOY AND TEMPER K@ �, 1/6' 1/s"� 0.1ex" alex•� SIDE ANGLES`.I tRED FDR USE W/HY a,eo• alep• CORNER POBLADE(11) QUALIFIED FO$USE W/HV NJflED FOR USE W/W 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 0.13r 0.171• BLADE 01 6063-T6 ALL ANO TE1p� 6063-T6 ALLOY AND TEMPER 6aM�^"•� yX.h Yeloa Hurricone Zone ®2015 FASIERM META SUPPLY.INC. °3`;:'�c sF•:''g'`. BERTHA HV. c IL ECOIMI:. A.S.S.A. Accordion Shutter system H.v.a"jm aR wp Kv.WwdE a aof wp Kv.vrmw aAa /r i* American ShuHer Systems nr. ooLsna eME w.N er Y� sL $ TICCIT TESTING d ENGINEERING COMPANY AsB9„'•, ,� ;"•A�, (asa�71 a .v, 42M WWtbn. Inc. 1 an n-1n /10/1 w1c W1o/n y�w EgMgr.+ i Pnur:(306)6 1-15]0 w5 aTi-15]i 268 Weat Ronda Oriw a pRAWING NO (Psa• \ awn 6oawA.wm Waal POIm Banca,F`-33407 3 'r1 01YAlE ' aa4 a A PE Ph—(BOO)432-2204.F—(561)209-a3eo 4 15-080 /SIRYDIRB:/DaTE MRM lic/446] 3 SHEET nfcam �DxrR .]As' :uirO e+r®nwrto �wrno o aa* a tn.I +nre.N DL+n oaz• � '� t ' at ©1 HV CENTEMM E ' ®HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADE &®ONLY ,l��J, QUALIFIED FOR USE W/HV QUALIFIED (>R USE W/HV 6063-T6 ALLOY AND TEMPER OUAFlFIED FOR USE W/FN BLADE 1 ONLY BLADE Qj } ONLY. BUDE�k®ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMAIE O FI FOR USE W/FN BLADE 1 ONLY •0.0. ,sfe` 6061-T6 ALLOY AND TEMPER P "ID '�7'--�-•1}I•IIL+•ilro' SCREW 0 t .� AFIDt RYEnNc 1/4'p-20 x 3/4' 8"m y S.S. THUMBSCREW 1/4-0— 1 RIVNUTe �—l� *sLRcs w...iue+w(20x4-�rum)uvrcx nA.cc n.rK —j ztee' _ sen lutsrnr.rAw E oma,Af WMfAC11eD tN AHO¢ --4 w a. aATWr ttxdN.FnrePa+r.rc.AnaY wm.a[C.YL LOCKER FOR 'T' LOCK CENTER QUALIFIED FOR USE W/HV BLADE 1 ONLY ®HV FEMALE 'Y LOCK CENTERMATE ® OUALIFIED�� ®USE QUALIFIED F0�USE W/ HV ©QUALIFIED FOR USE W/FIV BLADEOONLY 6063-T6 ALLOY ANO TEMPER GUAI FIED FOR USE W/HV BLADE(i)ONLY W/HV BLADE(j)ONLY. BLADES ONLY. 6063-T6 ALLOY AND TEMPER' 6063-T6 ALLOY AND TEMPER y a 3.161 OR 7 $ $ OFII w2- wy CYUUER 6L6' DOLTS•Min 000 t.ta•Mv. LOCKING ROD 3QUALFIED FOR USE W/FN&ADE 1 3 1 ®QUALIFIED FOR USE W/HV BLADE Q)& GD63-T6 ALLOY AND TEYPER 6063-T6 ALLOY AND TEYPER V.VKS'1 12'MN GUALIFIED FOR USE Wj HV BWDE t k Q 6063-T6 ALLOY MD TEMPER OR6 CYL* aet. IAm ®LOCKING RODD ny 4/4'0 HD LOCK QUALIFIED FOR USE W/HV BLADE 1Q ®HV 3/80-16 ACETAL —20 AISI 304 (LY REc6T+T FLAW®MORLs6 LDas 9MM 2=HOOK BOLT Loac 6063-T6 ALLOY AND TEMPER THUMBSCREWSOUALIFIED FOR USE W/HV 8LADE01 @ ��5 INSTM1A710N WILL REQUIRE A 7/16'HOLE QUALIFIED FOR USE W/HV BLADE GUALFIED FOR USE W/FN BLADE 1 DDiiNNLLED AT TRACKS FOR PROPER EMBEDMENT H'h Velocity Hurricane Tone O 7013 FASIFAN METAL SL Y.W- �ER a nil BERTHA HVTY A S S A Accordion Shutter Sstem i L ECO 1 N c. . . . . IIV.HALE GR HV. MADE *' ti J•'/ American Shutter SyIT6— Imow: ML 71LL1T TESTING:ENGINEERING COMPANY Assxlatlon, Ine. t I,-tu +a, IM1L tN/te/t1 �I 4268 WM Roods Khiv� f •. r* cns.:(3m7eT1-tav.F@:(mpn-tart 1 PoM DDRAWING No �'•. •moE+NMaaLmn Wmt6—h.FL 3360] = . .....RIDP.: f,, EB-aamns vM1o�.:(500)432-2204.F,.:(MI)2Ds-5350 A � �� HEET f f SHUTTER ASSEMBLY SCHEDULE FOR HV V 41 3nY 1zro 9"�. iQ HV BLADE 1 1 .,1n5•� . ® HV BLADE to MW aA9E .oers• Y .osis .our TN ♦ . ® LONG RECESSED NYLON BUSHING M .S ,az5Y pAps[ .oers ® W SHOW RECESSED NYLON BUSHING IT" 0.05 ® HV NYLON INT WASHER QOR O � nAT PoxxltoM A,�/ HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870-.3/16•THICK NYLON WHEEL_ j j z T� H.WNWM ]7a'r CLEAR a]. 0.186'*NSI 302 SERIFS S.S.RIVETS s ten. ..,3.75W ® HV 1 3/4'ACCORDION PIN W//e HEAD s EXTERIOR I pBLADE g (IN 53/4' y �i ® HV 2 3/4'ACCORDION PIN W/#a HEADT IT s 4 1• $ z,/a ",taammnw ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j ; 111PICAL HV WINDOW BLADE (L&AND I I POLYCARBONATE HV WINDOW DETAIL ® DOR 1 15- s¢IKnENn) DOR *POLYfMBONATE IMPACT RESISiW I BAYER MAKROLON 3103 POIYCMBONATE 1z•Mrn RESINS,UV-S7ABRIZL7)GRADE OR SABIC • IREMENTS AT EXTERIOR BLADE KNUCKLE FORm BVOE INNOVATIVE PLASTIC UDAN 103 RESIN (SEE NOTE-r ON SHEET 10). (1) HV PIN©SHALL ALWAYS BE USED AT ALL DXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 10 OR ® I POLYCAFi801LATE SOURCES FOR HV®BLADE. 0.13 SHUTTER ASSEMBLY (2) HV PIN®MAY BE USED IN UEU OF©AND ONLY AT �nM®�EKIEA4®�wRA�T� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTDA W/HV(D Mo.m• suDE's KNucRME. A:W oez 99�. w�� (s¢raTE roR BLADE WHEN CORRESPONDING 70 INSTALLATION '11, SHEET 7. rtl REWIREMEIAS) (3) HV PIN®OR®W/ 1/2"O.D. 1/16'THICK S.S. WASHER i.�I Rwnn.muw�x,u u++orvo 3woW w °• SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a� SHEET® Iss_sadaMRMat� ,HEEL CARRIAGE DETAIL An.SSEMBLY LAYOUT t � 1®IIfHC 9�b O@ W Cl HV BLADE SOLID & to HV WINDOW BLADE DETAILS N.T.S. pa1�a"""'•� N'h Yeloa Nunicana Zone MM .\_ a MIS TASn:RN METAL SUPPLY,IMC. _ BERTHA HVTM > A S S A Accordion Shutter System • 7• 1 L E C O I M C. . . . . ILK RICE W Qt W ITV.WI�ON HIDE A/.CS r American Shutter Systems Man, 1M5QIr110r AN[ oMaaM,er. Ma. •.• $ •? •nLUT TESTING ENGINEERING COMPANY Assoelallon, Inc. M ao 11-10 non aEe a/,ons nnm�� 4M Was[Ro9E.DM1 t Pb,a:L3oSle]I-law.rm:(m)ez,-,s3, DRAWING NO —1a a-mdl:9n.caeaa.mv 100)WasP9Yn 04. FL 3340] 5 , 'ONALE�°,aMf A-OAE19 PE P orae:(fiW)a32-2]Ol.Faa:(Sel)209-8390 �S—QVQ PE.sT,iIy3NIMUMuo[yGdiE nnR�w u../w,s] SHEEP ®•0. •NOTES ON HV LOCKS AND CENTERMATES" ®•®� Rv^t�'' 1.YANDNORY CpNp F}gj)MN'N:ONE W LOCK®u 0 STALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �' • H i ) u ELEVAM]N.INUYE OLOCK r�or�2WY BE USED AF SHUTTER S Ni 90E OR FOR SPANS UP TO OUISIOEt05'.AND FOR LOCK.AITACIIm S�T ANY ®•®� 1% T W(2) Ag 20 r 1/2'LONG MT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON 2 E1EV Q�. Ami TWO TTY LOCKS OR OR ONE tN LOCK OR W/TWO LOCKING RODS AT LOP!BOTTOM STALL BE ANY,PMI AND ALTAR AT ANY ELEVNTON. W LOCK®OR 0 SHALL BE ATTACHED TO OR Q4 CENrERMATES W/SAME SPECIRCATIONS AS PER ® MANWTORI CONIXIK7NL/1.LOCATION OF LDCK AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL. SIHRTER F1EVAl10N.MNOMUM SHUTTER SPAN SI1V.L BE DETERMINED AS PER SCNEWIE/3 ON SHEET 12. 3. E DESIRED,FOR BETTER PERFORMANCE OR FOR SEOIAETY PURPOSES,UP TO 11Y0 NV AS `�� LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LDCK.CONNECTION OF LOCKS TO CENT7:WATES II �©• m® LDFA NOF LOCXS STALL BE AS INDICON NOTE ATED M TYP GAL SHUTTER ELEVATION. R 4.OPTIONAL campmom J2 ^ LOCI(iNG R005 ARE NOT REOINRED AT�UNIRM.WE POSITION,BIfT WY i E USED IF DESIRED TO ENIANCE SHCla"G .WCKING RODS OR AN ALTERWTNE DEVICE Ftl hgA MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). 5.IW>DAl9�C .J1�ONE HV LOCK® ® BE USED AT COMER CENrE RMATES FOR ANY SPAN b� AND INSTALLATIONS AT ANY F1FA770N.W LOGTL er SHNl BE USED AS AN OUTSIDE OR INSIDE LUCK, O ATTACHED r0 23 CORNER cETrtERMATE W/(z)1/4 e-X1 a 1I2'LONG MT HEAD S.S. ICA TWO ITER EL RODS ATIO AT TOP!BOTTOM SW U BE USED.LOCATION OF LOCK SHALL BE AS NDIGIEO ON TYPICAL SHUTTER ELEVATION. 1 NAVOMUM,HURTER SPAN SWLL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. •ONE ALTERNATE RFV LOCK WY BE IN LEU OF IN IDCX FOR ANY SPAN AND 1 R $goWH C INST BONS AT ANTY ELEVAl10N.AL NATE LOCK®WY BE USED AS AN DE OR OITISmE LOCK ATTACHMENT ® OF 1/4'0-20x3/4'S.S.7NUNBSCREW TO I OR 0 CEMFLOATES S.BE WOE W/1/4Y-20.3/4'NUM. RNNVT AS SHOWN ON SECTION HVE.SLEET 8.ONE LOCK SMALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPM. 7.•.••'••••••-•f111EEHld1 FDR IfE'�n�YOl!^�eLWrNI nIWIR. ONE HV LOOK 0 a 0 a 0 SHALL BE USED AT 1/2 OF SHIffTFR SPAN FOR ANY SPAN OR 12'LOCK OR BELON 1 2 OF STRIKER SPAN FOR SPANS UP SEE CONNECTION TO W.MID FOR INSTALLATIONS AT NAY ELEVATIONI!fI LOCK®a O a MAY BE USED.K AN INSIDE OR OEAHS ON e r a N P e OUTSIDE LOCK,ATTACHED TD 0 w 0 SYMMETRCAL CENTERATES W/(2)1/4'-20 11/Y LONG MT HEAD S.S. 18 TYP F ! M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON iWMll.SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/0 HE TTP.THAM. lElO11T. OF CORNER �©TOP AND BOTTOM 5 COMPLETELY MANDATORY. CENTERMATE ON RV T LOCKS *=11: �1.! TO•®m®•NJ`®'®m �ONE ALIFRWIE LOCI( WY BE NSTALLED N UEU OF IrI ROCKS OR FOR ANY SPAIN AND SMM ALTERNATE TO IN�IALL 11 AT A1/T E11YA11011 AL h=LOCK Y fE:USED AS AN INSIDE OR LOCK.ATTACHMENT OF LOCK®NCLUD6 USING RELNSORCHO LOCI AS SHOHH ON SECTION HYG.SHEET 9.WHICH MUST BE ©•Q7 '©m©'Q7 •� CONNECTED T CF1iRRMNFS 0 AND®W/1/4'0-20 a 1 1/Y LONG S.S.THREADED BOLT W/7/8'0,3/32' ®•®m© ®f•©m WINGNIT OR W/1/4'0-2N1'S.S.M.S N70 A 1I4'Ha 3/8'WRING RhNVf. K WY BE IN5041FD AT MIDSPN!OR 12' JI "a BEETTAN ©•®m®•®m''ll®ll•®ma©•® 'NOTES ON HD LOCKS k CENTERMATES: 1. NRY SPAN :ONE ALTERNATE FID LOC(3'�MAYBE USED N LEL OF TYPICAL rl, HV BLADE SHUTTER ELEVATION WN Lo M DR FOR uD NSTuu nNs A N^ELEVAraI ALTERNATE XD LOOK a MAY BE USED N.T.S. AS AN NSIM OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK TO 0�5 W/3/e A 3/B'FH,SYS.AND INCLUDES REIWORC ENT INSERT MTSM 0-2-Nk%bk&BELOW OAS R ABOVE WDSPAN.ON SECTIONS USE OF LOCKING ROOS g'15-HVC.SHEET 10MLt�WY�1�N!ID AT 1NII/NANrAAA�iiiiihelocit Hurricane 11 O 2015 EASTERN N &SUPPLY,INC. �'�,'`vosF'✓� BERTHA HVTM . .. A.S S A Accordion Shutter System KV.MADE fl W OR W/O M.V.WWON BADE American Shutter Systems Invlro I[aONnCM IxT DNHN ar: ILL. TRLLT TESTING 3 ENGINEERING COMPANY Assoctatton, ITIc. 1 tw 1T-.p /te/1 IAaG IM/la/15 .=�0••.,f � este xa)ax x.>d M WUK Ram.Nt 6168 Neat R—Drive 1 PMr:(3RIs7e)1-tsw Fm:(]mp]I-15]t DRAWING No S rman:laMcoeaO,oa�n Went Palm 04c R 3360] ) S/QNAIF'..�''• LB-GGDsrTo Ph— (BOD)a3z-zzo4.Fa.:(561)2w-e380 a 111.r1—OBD NVLlflt A TLLR Jr.P.E PE SEN,/SI(YRAIURE/MTE fLaT11d Lr 1 aateT S SHEET NVE BLOCK r'arleD Palm IEEI� vrI-AJ/s•BLS. ca/tgElE aEaurdD ANCHORSCONCRETE MlgpiS YAONE xTE,Es WNOi ANCrmRs SC1E01NE CM (SE samacc II CI «/1/4'-20 (SE SCHEDULE ON%W 13) 91¢T 13) SIEEM 13 k 1/Ar1 Huls•,2•ac. r e 12.Oa L F 270•M— - aX ©ar O E �� I arlloHrE i IIs 9PNtOXN To QLm(SEE I ' IM SP TIgt SCHEDU[xmwc r1FON I 1 OR -wOstyMaTp i miss—+ aEEr LE q+SCHEVu1 ON1 QA HV WALL HEADER INSTALLATION --- ©HV WALL HEADER INSTALLATION ® IN WALL HEADER INSTALLATION EXISOMC E104TWO — 1Rl SEP-- T 1 °�"" lel �. m cuss TD a�(SE j tEENDa eMn h OR YIN SEPMMTON 1 CCAS (SEE�On— CLASS S DES 01 W I^'(SEE SCHEDULE CE— a ' 1 BLA�SQk® ,*■■ ' - SrFET Il) -- f OPTIONAL �I i 1/1• 1/4.Yoa. E Ymc i �„O L n. IL g ® 1. 1/4Y-2aJ/4's.iD`USS lei «ACME SCenrs 119NG OOI1CF.lE NIagR4 Q.-We Ss.PIEIFS ANO1gi5 �-/ 1• 1/4•-20 Nu1S a,]•O.C. (SE Sc EDUES ON T0,LA0 (SEE SCEDI ON MYI. F,In NIICIETE sNECTs is&,.A) «/,/4•-20 nurse 12'OG OHGETF0omcm s/EMT 13 k 14) Olt CONCIREM BLOCK """AE011FD QD NV WALL SILL INSTALLATION (9E sumua on (F HV WALL SILL INSTALLATION P06MAW SHEETS 13 k 1M) OR OOMCEIE BLOCK «ME FIEDUMED EO HV WALL SILL INSTALLATION 4 FM TYP'SHLoT INSTALLATION DETAILS W/ 1-SEE SHFEf 4 FOR iYPIGI SNVnEA �E D.�EDGE gSTMIR ASSEIMLY (SEE sPECE,anons ON SHEET i]) .SE tll�[TDNS"USE EDK CIJ HV BLADE 2-WJHT H SEC ONS CAN DE COMBLNED 9AOE(ry DN S1fEET 17 IN ANY WY TO 9X4 ANY NSTA AWN. E/µ _ r Ni It Velocity Hurricane Zone ,.:'JO E '� BERINa THA HV. =g A S S A Accordion Shutter NM RAD �[� q 1 L ECO 1 eto. . . . . Kv.aAVE 1 w w w Hv W a,1aE '6111'W TElli TESTING k ENGINEERING COMPANY Amertwn Shutter SystemsAssIE.n, ut>mrrlq, nrz DwsX rrc: ru. 42M W.t on. Ilro. 1 aO rr-1u no/, n>E W1Ms Pnaa.:(3m)e,r-177o.Fm:tT05Mrr-15AI 2Ge want RooEa Onw : DRAWING No .•SSIONAl�,1''' a®a O,1x mn Phone: Poll —F..:(56209-8380 ' 15-080 «nrzs w P.E.•SFAI.�SIRNTURE/NTE nar1M uc./w16T s SHEET A 9 OF POURM RS 00"CRETE SEE SM.—EpOR SHEET 13) I am t:< --(1)OR ®e �'� EDOE a mow,sa9(1,p�o I T1, A,PUOE FffiINO j e•'�0 4M Ds 1 QASS--I 10aJ/a'HEX 9 �17'O.C. cusnHG -CONCRETE ANCIORS © 7 (SEE ScHEOuLE OR 8 SNEEr 13) DF ISfItIG tDtZ OF IF EDGY W f Sw sAR Ir E r snnew JANE A1 OR coxcREtE �Nou"M REOCNED D. .D.• REOURED Mt IE/D CONCRETE ANCHORS C011C�IE E1AT IiJD WNCR:IE ANC1016 (SEE soNowIE ON SHEET 11) REQUIRED (SEE SQNEDIRE ON SBFT 11) ©w CEILING INSTALLATION 9 HV FLOOR INSTALLATION t THY WALK-OVER INSTALLATION. Q TRENCH INSTALLATION AUG ONLY FDR W TO+70,-75 PSN A.S.D. DESIGN PIE65URE M77NG s FDR SPANSPER SCHEDULE f4,SHEET 11 T CONCRETE ANCHORS (SEF sC Eo O GLASnON SHEENS 1{!,M) E� �eIR�'l)R II II 3 � TO IASS EXISINC O0S1s10 (SEE sCNFDUIE OH ' �/ SAS" MIN.SEPARNgN SHEET 11) x'—(SEE rospkDtR /.v SH 1/1• SHEET 11) nnER�c,wHma/` I 'l/4' YNE 5 31 Uq® 1Q0/.•IHEx IOR`-lP Me. ,r—+H— IEAD .•`C NR SAVE LViOR twN ..s/.• xEx HEAD ra rc Hr,o TER SCREWS 0 9.O.c. cDNHQsIE AICHIQB i - 6.O�s R I i OR.7(si xoic n aHv¢r i 1/R- a1 1/IY-m ss Rs I /14..3/1•SO& , u^o'�5� }R EEA}, NI NGT a 9.O.C. l' SEER SCHEDULE ON 1 e 9.0.C. -_--- ---__ t/fY-SOayl•af re 1/ m NIR 1] /t/xJ/1A Al 'FN.S.DS. e,S 9L —wNaE1E ANGNOHR SEE NOTE i](6) a 9.O:C. Uoor • Isene Tial s+ecnIR9a PoURm CONCAIE CSEE 9CNEDNAES ON ONSHEET, '1011. eu tIY lIRTtaleAE OR CONOEIE snot SHEETS 13•1u) SNE NOTE IJ(6) .t.., E.O. sEl) REQUIRED POIIPEO NNCRIE ON SHEET 1 OPiHONAL iC11® EDGE OF !)A CONCRETE e1DO, MIN.-' caRD y�,F OK HV WALL FLOOR INSTALLATION REWIRED gMOpE REQMiEp APR1CAfiHE QJ NV RAINGUARD INSTALLATION t © HV WALL WALK-OVER INSTALLATION - lAaF: '�M-KEYSTONE N0UIfi1NGu,-n or INSTALLATONI aR.omaH . NONE rR,n arwn,uJ of sEET1oRs xu x„x s.µea• •E O..fDGE OREVHCE mis iNSTALLAIpN SHALL RE srxrtT» ` _ (6EESPEanuaHsDNSEL ,�) , A D 9�mxn e ED" INSTALLATION DETAILS W1 (i) HV BLADE �v uN+.Qw v m w�0ir Asim i�'iHsrRv u, 'o'% R i Nigh Velocity Nurricone Zone EE O 2015 EASTERN NEEAE SUPPLY.RIO. 'Ih�Q~ SE'' BERTHA L E C O E Ef GtHV WSEn A.S.S.A. �CC0Td101u Kv. iJO /T w OR W/ RV. yr oo3wteII1 9Aff ; American Shutter Systems M- occe— oaa REr er. RL. 71LLTT TESTING R ENGINEERING COMPANY Association, Inc. , pn„-1IRT /10/H see oyto/1S �(•''.I: ass x.N.xn n.s.re.moaa cwovs.aavvn v� e Pxwv (lM)e1 t- .r. (YYS)eRt-t 51i 1]68 WM Roses DrWe .-ma.ui�asowa.w„ tYaat Po9n IIRecN,FL 33107 i DRAWING No '•k xW.HER�A 1WT'Jr.P£ P!,—(600)a37-x104.Fx(66})709-1}360 15-080 �`ESSIOh,.• P.L?'4Ai(;NpNTUtE/MTE RnImA 1x4 f u1eT s SHEET IR7 OF 20 SEE END WALL CONNsff Worts a+uxz-m Boos®.nv wrxs Q. OUT IN r EesTmcaASs INSTALLATIONS W/ 1 HV BLADEW HV CENTERMATES - �o i '�'��' ®• OR SEE END WALL CONNECTION ©•O♦©•©•� L- 21311/eb'_x• I ©'®'®'®�. O9 J I/4• - ]• 6 1/2' r ('o'}re Mlal')M1Y. -©.® OPPOSING SYMMETRICAL AeaF e/(z ,�ir'Aron i 1/2' coxaaTE CENTERMAT S CENT R�MATES /IO.J.'444 a 13' (� MR I NNtoAT SYS.ro rvez �c.Fl 1ENu¢ W/ HV LOCK or +�/ HV LOCK or m AT EKa,Mac G1V7 (src HE* 9E 5 ®• ' " IN t0. Wt— '0 -© HVB our ®- HVC @.0-@ ®-©®- FAV POUEO ConCRETE on ®-ao-o-� ®- Exisrelc auas EVNCfEn:. wa 6slw ®-©'®°"OO'QJ° SYMMETRICAL --�--- MMa.SEPAw1,ON s'®•® ®-® ®-OOJ CLASS i CENTERMATES s (seEmsamuE oM 5 rN �C (ON SHEET IN ( ) — — — — — ---------- OUT -- — — ®a s 3 AMS 3 Ne ,/2-1u avx IV oUT ;°%% HVE HVF** HVD 01'�Q�a•Tl-- h W.City Hurricane lone ,, ..��• C••.•.4 O H115 E/SIERN METAL S Y.NC. r l BERTHA HVTr .441 T I N . .S.S.A. Accordion Shutter System 1 L E C O * A �Hv.BADE 1 W OR W/b HV.WNWW 910E American Shutter Systems EY ooc un ouAea i,p �. iElJf TESTING t EMQNEEONG COMPANY Aseoclatlon, Inc. , m,+-,u nw, aMr: e p•• ROR1�.. >«.R-.,m.,M�..w�.nom.Jx, •••••••..... .268 Ws Roods 0— x �/�yy anms:(Ja37n1-13W T-:(J05M>t-1311 DRAWING N0 �{/1.a r,,.dt MWe4ean Wwt BeaFl 1Ma] c GG •-.'•.......... f>FWan,a.,•E Pn-le:(800)152-22-2 20...Fax:(561)209-0380 � �5-HVQ P_E. yr;y, �� nA1m1 Mr.1 w,n E HEET ALTERNATE INSTALLATION WLHV "T" LOCK HV _M_AL_E_/FEMALE "T" LOCKS CENTERMATES ¢8) . 2 do LOCKERS Wf n HV BLADE INSTALLATION I HV BLADE OUT I f IN i�°m"°" ••r®wvr .«...� r. W/ HD CENTERMATES SEE END wui CONNELmON I •®-©•®.©•®" DEtuLs oN SHEEIS tG t u : ta•c+w o>o•h _ ca+aw ,.N�rtnu v.'.ac"t+n i n°s6;r •,rw•�_a tee. 0 sERN-1t.t Nv. 0 ielaNi vd 1 5 - l.0 N(INSIDE) t _C� _ _ ---------- _ 5 1 2 1 OUT Dos oil 1 a 31 ox 2 3 w 1/4-0-20 s 1 1/2- S.S.M.S. a 10F"".I *xE+�+r•,ae"'•m®• W/7/8-e s 3/32-VnNONUT. t"nu+s,HDB HVB OUT NG��1YCi. ♦ SYMMETRICAL HO CENTERMATES ®O HV-T-LOCK(OUTSIDE) SntMETRIGAL HD CENTERMATES LOCK ANTERIOR) 61� LOGK(FXTERIORI It �n Auop ust nree+� -�^'©' "�-®•®" •C"rAe++C®w nm oaeY nrePrOrr,+•r Al4Y ©.Q7 •®-©•Q•®- e'®-®'t�-'®•®- et uvne Horn"•"Ri am- -�O HDD—HVDei FLOATING STACK ''"ISP A TT + (High Velocity Murricane Zone O MIS E/61E1e,METAL SIFFLY•W. ,+��':•'vCENSE :"9 . BERTHA HV,M i 1 L E C O 1,,c. A.S.S.A. Accordion Shutter wSy�stem * KV.9A X t W/Olt wp HV. MADE ol�� pF American Shutter Systema scr.N ouOr,s oArz oCu"e: Ci 62 TIWi TESTING k ENGINEERING COMPANY AeeoclONon. In w C. /�o/u _ O•` --.'ORM •_e.»i,se M Wse Roods r on.. _ 3 DRAw1NG No Po,a� Rnon•:(800)432-2204 ch,FL(MI)2o9-tETao 15-080 Wnrzs• • SHEET PE SF/E/�1CIIaURE/OATI: nom. 14411 POURED CONCRETE CONCRETE POURED C01fJElE OR ORCON11NCA OR OOaNCRETE OR CO CRE CONCRETE CONCRETE BLOCK T.nL BLOCK WALL REOURED BLOCK e4L REOIIEO BLOCK SILL REOUFED REOURED / �EA6RNC(KA55 �ENm7RIG lRISa f 2• EJKBIRNC CLASS �i1NNNICNN1111000rrr/// 10511NC CLASS � F-j _ > O 16• _1+ WDN TO OLW(SFE NIl�SFP/NOIQN� '• �SEs+r+alaN Y ro a "_SONECULEa a) TO arts cm ro nes(Sff + L1 FOR el mAn ,/I.b•NNAz. aA�me® 11 PuR cmro samAca� (LogTE ATFOR WEET 19 : avrsmeA (tea umCL� a mSHEO a® 'ecus n Ern R 5� AT OT(LOUTS + ar sU) AT lTnNER W I I - /z W. OF s) INO&I eusE, OR z ALT. 1 /tO.+/r SNs I (AS AP ),r.,/IrW-2• -- -- /,0.1/2• a+9.OA. AW.•NUN CUP AGE 1 O la•O.C. _—_—_ _—_—_ (60&}Ta ALLAY)AT MD ESN 4 (+I/TO.+/2•S.N.s TOOV& 4 (2)1/4•0 TAPOONS ANCHORS TO WALL 5 SEE � OTHER ATs DE OF�Inu,E ArOROR SEE DETNL K FOR-' N(SIDE CTO NECIIDR OR v ®' SIDE CCOMSEE OETwMECIOR 4 V_^VZ'Y'•®- ©•0.04).07•0- © 70 ©-©OO ®- ®•®-®O-Cr©- dl•®-©®-O©- NNE UAIL�1 ((22) END CONNECTION DETAIL® END CONNECTION DETAIL W ♦IEKKNMED ONLY 10R svgs GREATER iNLVN+z•-o• �E>45,RN$GLASS CO CONCRETE BIRED LACK wt aW 4 4 R.gIiED ----- S ro4 ------- -, 1.1 HPNM11oN /, +/2-SAL *is* .. >o�aL�m ------ Sflr p =�N I I FOR RAW® N/Y HK ++NF BLAME®ew -_------ -'--- ---- CN B EFT 19 FOR ANCHOR a ON SIFE 19 CONfJOE ELIDES On® 12.CC enamn� 4 NCHOR e le , MN. 4 as = --- --- -i -A - 6- -- ORLI••`(9OR Y lel Y W. ♦SEE AlNONa Or USE POR al/OE�KN!SHAFT 99 ©Cl�C1�OR 1 VIEW Y 5 OR Q➢' PUN oP(O OR(e o DETAIL X POURED OONCROT OR0 0 0 ®. 97®CONCRETE BLOCK W" E I ©•07.0-©•70•®- •®-©•®-©•0- n HV BLADE OR HV WINDOW BLADE INTO ®•®.©•®.p•p. n'0-®'®"®®'O CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SO e0 O-®QIt-®®-OO-O��NN• DET IL 6 �'® FLR n Velmity RDrrKOne Iwu ®20+5 rASIErSN METAL A Y.NC. BERTHA HVT„ _ IL ECO 1111. A..S..S.A. Accordion Shutter System N.V.KNI:J1 W OR Wp HV.YfmW HIDE _ N� �, f• TIWT TF571MG R ENGINEERING COMPANY AmM'��C�O�P�I�$�yIIU�fI�EP $Y9feTe OVAL. ep�NgN nR C•NR ar: sr.s..>a0. ���.Oat.vi Assock an. )EIe. qA 11-+u hW+ MTC a/,o/,s rNrM.:(]D]Ill-Tato.rm:(Tm�1-TVI 42l+a Wel Roaas ON.• s DRAWING No i S� .-mou:Mbmnad.rn.. Wed PBM Beach.FL 33101 '-,4�L EN6 •' ®oomrNR Pt—:(BOD)4M-2204.Fa.:(56,)209-azw 15-080 pE�/p(jE f..Icr • REEK 1 • f0 SCHED U c 41 Ayuc,v_Y c><? SCHEDULE 413 SCHEDULE 94 H�ffSL (1)L+,=AJAwAHE S,MN FOR 6.SPARA,IaI M CASs IE011YIE1EIa5 * MAXIMUM SHUTTER SPAN')` MUM SHU1TFTx SPAN'k Y+'L.R SHUTTER SPAN'k'L+' fiVEN •�ASO.DESIGN PRESSUflE MAXIMUM SHUTTER$PAN L+'OR'L (ft.) 'L+'OR 'L-'(IL)FOR R 1-'(RJ INSTALLATIONS (R.)INSTALLATIONSADDWAESE SPAN Eoa a avEll (1)SEE eEEON FOR NNMW SEPARATION To FOR INSTALUlI0N5 W/ INSTALLATIONS W/ IEGDNE X5.0.OfS,GN PflF55URE RATING QA55 Sp1E0UlE FOR SHUi1FR5 NSfAl1ED EIfTIRN HV LOCK ®®�® W/ R. g W/TWO M' ORW/ONE HV LOCKS71E FpSf 30'-D'LIEVATIDN OF BULDINC ANO LS OR LOCKS OR W NO LOCKING (2)PROCEDURE TO OETEfluINE uAKWUN LE791RED Ar 9017041 aF sNuiTER. LOCK OR / SPAN E WAIL NOUN'MCS ON CKING RODS TOP/BOTT ilODfl/[EX1NC2 Leauuu sEPARnIDr4 ro pwss FTR snunEfls W/ONE HV LOCK®W/TWO YES t C RODS OR W/NO OCKINOONE HV LOCK OR lal YOUNTNc Q (91S)TALLED ADM 30'-0'Eu TIN OF euIOW. ®TOP&BOTTOM •(SEE NOTES t.♦0 RODS ♦(SEE NOTES T.fO RSEE NOTES sIEEr 7) MAN A PoSMA ASD.OEs MFASIwED AT BOTTOM OF SHUTTER I5 r. RATNC,DETERNNE luXIMUY SPAN 1+- fRUI SCHEDULE. CONC ETE 6 e00o NSM1IA110119 O NSTAWl10N5 O NsrMIATnNfiO 96fMUTXNS C—A NEGATNE ASn.OESIGN rlw.c FlD9R/CE6NG Em9N wL Mdxe10 nmR rinw.e N09•/LERRI9 Na96Rw PRESSURE RATING.DEn.7e91E YA29Al11 uNnr1Y SFPAfaTtdl ro r. W.N. TML YDWINO OR SYAN'L-"FROM SCHEDULE. LDun9D (wJ f1JAIc NwnNm fWJ ELaaWa'a9n NouO.a b.U � �irnF9 w/ONE rr_K An EtrS,Nr:1p�,� p a�) Naa ha-1 ha-1 _ l♦ t- Lt pLl l-pt Ll 91 L- L♦ t- l4 L- FlNM YAONUN N.LO'N7blF SPAN M ECUN INSTALLATION W/ 6FSTALUPCN N; TO 111E 1196MYN DETERNINEO SPMi m 12'-3• 11-0 m 13'-1' 1r-0' m fY- 1r-0' SHUTTER 35 tr-r IY-1o• ,Y-0' tr-10' ING ]s 11'-9' 13•-11 35 1r-7' lr-Y 33 Ir-r 14'-1r �"L+"AND 7- SPµ CENTERMATES (ENIERMATES 1 lr-r Ir-,0• 2'-3- IY-10• 1 11•-!• Ir-01 1 12•-2- 1S'-20 40 r-3 13'-,0' (J)PflORDUE TO OETERWNE--NUN .3 11'-11' I3`-1• 11•-11• 17'-1' 45 It'-1' 12'4 45 111-9• Ir-r 45 ll'-11' 13'-1' SPAN TON COM9INAT,ONS N DEn4D1 tw J Aw. 4" 50 111-r Ir-W 11'-Y Ir-5" 50 10•-' Ill-5 50 111-5 lY-Y 50 11'-Y 12'-6• WALL M/iUDOa/CDIf/G 40UNTNGS: >1 LESS 105'ID IM% J T/Dl a 55 11'1' 11'-10• 1f'i" 11'-f0' 55 10'-6' 10'-11' 55 11'-3' Ir-1 t' '.6 11'-Z' 11'-lr FOR A GIVER POSIIAE ASD.DESIGN ALLOWED 60 11'-1• IY-4• tf'-0• 111-4' m 10'-31 to.-5- m 11'4 Ir-r m 17-r 10'-11• E'RESSLRE RATING: 63 101-,0• 1r-lo' lr-Y 10-10• 65 10.4 Id-0' so 10'-9• 11•-11' 65 9'-S• ,0'-1' �-NE: URE 2 1/2'FOR NDg.LS91d3 OR O'MQl. LI+=I"E'SPAM fDR WML YdINING URE Re1rIg TOR N FOR IN'RMx/WMS.- 70 10'd 1W-6' lo,-Y 10'-6" 70 r-r r-e• 76 10'-7' 11'-5' TO 61-9• 9-{' RIVALIATg16. 75 10'-1' 10'-1• 9'-tr tr-1• 75 9'-4' 9•-4• 75 101-4• 11'-1' 75 8'-9' EHE MAX.SPAN FOR ROOR/CCIUNG m 9'-10' 9'-r r-r r-10' 60 w-r 9'-0' 60 10'4 10•-9' YgNfNG NSTAllAIOMs. a W/O F Op(A M I OCXING ROLLS ER 65 9'-6• 9'-6, 9'-r 9'-6" Be r-r r-9' 65 1 9'-9" tr-5• TUR A GNFaI NEGATNE AS.D.DE4C4F WIM W Y TWO LOrXS 90 9'-3• r-0' 9'-O' 0'-Y m e'-r r-6 90 0'-5' lr-1' PRESSURE RATING:DEIEEyfE: UTTER INSULUIK7N W/ INSTALLATION W/ 95 W-W a-r 6•i• 9'4 95 r-r r-3' 95 9'-r 91-10* L—u0-SPMI FOR WML MOUNTING SPAN a / No r-9" r-{" r-r r-r 100 r-1, r-1' 100 r-O• 21-rWSfM2ATI015. CEN1EielATES CETREIOIAIES 105 r-r r-11' r-4' r-4' ,OS r-1' r-11• 105 -r-9' 9'-C YA%.WA FOR FLOOR/CDLYIG 105' 2 3 P - 3 3/C YDUNfNG INSfAWTIp15. LES / / 110 r-r r-r 6'-Y r-tl" 110 T4 r-r Ito r-7' 9'+x' b Mwaas,swirrDt 115 r-2• -r W-W r-r 115 r-6' r-r Its r-4• e'-11• SPM!1+'OR 1- FOR FlNK ALLOYIABLE SPAN 5 >105'ro 3 1/4•••• 3 1/O 120 r-0' r-11, 7'-1* r-4• 120 7'-4• r-11 In r-r r-9• NSTMlAT10N5 WO WOOF/ 10 R!E NNWN 9ElWl:EN 71+'.lar: iu r-Ir r4 r-r 4 125 r-r W-r 12S r4 11'-41 slYu BE LURED TO IDS 1i�ANO -' ••USE 2 15/17 FOR IW'I'LOCK w/ im r-r 8'-S• 7'X r-9• 13D r-1• 6'-5' 1311 r-10' s•=1' G••DESIGN LGN'' (a)GO TO ANCHOR SUMX E WON FWL •••USE 4 1/6"FOR IIY 7 Lop( W/ ids 11 6'-2• 7•-4' r-6• 135 r-11• r-Y Im r-9• Y-9" uAwuW SPAN MID NEGIWE USE NDKATFD VMUES FOR HV Asn.DESNN —PRESSTO 14S' 0 r-S' -11' 7'-J' 6'-7' 140 r-17 Y-11 11 l'-Y 7'-6' DEIERYNSMA,Ml1A1 ANC E MOR 011 SP SPACING. NSrAL iKR I CC.wn 145 r-3• S•-r Y-10 6.4 145 6'-0' 51-9' 145 r-5' 7'-J• lm r-Y 51-r T-0' 5-10" 150 r-r S-Y 150 r-4' Y-01 t E A wsole'' WOOD 155 T4 5'-r r-17 5'-6' 135 r-r S•-5' 155 r-r r4 160 r-ll" S-2" r-9• r-6" 160 r 5' H.V. CORNEA CENLpEMATE/3 NAY ff S 2 160 r-1' r-]' WALL A,B.G D.E. EL K O,P,a R NIS r-10' 5'-1' r-7 S'-4• 165 7-30 5'-,• 165 r4 6'-!" USED AT ML MOUNTING INSTALLATIONS.INDICATE LOCKING MOUN77NC F.K Q L S t v. SPECATORT CO DMON 9E AS E 15. p ON 170 e'-0' 4'-11' 8'-Y 5'-Z' ,JO 0'-2• 4'-11' 17b r-11' 6•-2' IlV,OATORY CONDITION/2 NOTE/5.SHEET 6. FLOCIR LING 175 r-Y 4'-9• 6'-5' 5'-O• in W-1' 4'-9• 175 r-9' r-0' u G,N.1.11 +J. T.U,W t X. ,m 6'-6' 4'-0' r-r 4'-17 160 r4 4'-r 190 r-0• r-10• EXCEPT THAT NUOIUY BUTTER SPAN 14'OR 1-•AND NWMUY X D. 1lIMJC +Y. _165 r-0' {'-r 6'-J" f'-9• 155 s'-Il' {•-0• 163 r-r 5'-7 GESGN PRESSURE RATING FOR 96TMIATOING INTO C01p31E OR CONFJETE aDa(SNE ES.EDASFONE n HV BLADE 190 6'-{' 4'-S' 6'-Y !'-Y 190 S'-Ir !'-s' 190 r-e' S'-5' i_CONNECTOMS TO KEYSTONE MOUNTING LIMITED TO+04.-72 p...1. 195 r-r r-3' 6'-1' !'4 195 5'-r 4'-3' 195 6'-r 5'-5' AND 61-0"SP ZOD r-2' 4'-2' 11'4 r-5' 2Cq S'-9" a-2' 200 W-s' r-3• SEE MOUNTING M ON SHEET 7. FL DING YY 205 6'-0• 1'-1' r-0• r-r 205 5'-r !• N 6'-3' 5'-1COO (thi h Voioci Lrricom Zom Yom•,...,•.� C O 2015 EASTERN WETeA,Le�S/ Y.NC. X�� �.6 s �+ c BERTHA H TM * IL E-co,.G. A■S■S.A. Accordion Shutter SystemGUII KV.HIDE 1 W W KV, HIS American Shutter Systeme W- 9taaWllN wn IDeeN W. ML 9O: NMIIE r+ TWT TESTING 3 ENGINEERING COMPANY Assoctation, Inc I aD 1,_ln /,6/1 owe oE/10/u _415•,• x!.3q am,v u«111414.EIaIWN FaI 4266 W..l Rood.Dnr. f .,,.' —:(Jos I-Isw.Ee.:(30)57,-,ml DRAWING No / o9pe""`°7'aL°° Phone:(900))4311 Z2o!.F w(5411)x9-93110 15-080 �A� •RATER A nue r.PF P.E. SHEEP.E.SEI/JSCMIGTE/MTE FIDImA /NTD L" WO o �3 o m = all o�" ' i r �B $ W Z_ O Q =Y V • ' �3 aY - Q� s- Ilt Cw�o R...^•-9^nsa+ Ali sl .11.1111 (� "Sh s• .a•-aa-as^sa- a s a s". .a1 as- " �A• ^•. € 111111111 IIIIIIIIIII V III S .a. , 1 III It11111111111111 I �^+� .a^la.sllll I IIIIIIIIIIIItlll111T, aq.. �• v \ a 9 a . . . . . . . . .... IIIIII Q , s � E �; • •-n++a• anan.ala IIIIII .. , IIIIII tj O Wg i= 8 -_ _ea4 __^a9s�•a^�" ^.9.91 I 1 LL�PS� I i F 3 •9a+ 5 a __ •,4 a!yP `jIYis�Igyp ..e_^-a•a_I..a._ aa4II. III^•�._IIIIII aa4II s.II11aII111.q,III111.I111vIII1..aIIII. I1I IIIII.IIIII.I � . .... . . I IIIIII. IIII1 1I -- s '10 .I II I I ... ,. .... . ... . I I Reese ___v v_ __ ^ I :X - -+• Xut•X .... II111 .I. . I -did .y .s 1.11 11111 IIIIIII. .. . ... . 33oo I�V•^,h'ry�''r.�'.*. ..\�.\*...b.�.� � yyI_P�11 1 \ Mit M aW ,1111111.1 A -a•9" 111.1 111 B • ••9�a^-91• 111111 R .a• s1 III 8 ----_ a 3x39499•^.9 i as ase _ �A 4 WMWN MUM W"M EN MAX SHIEM SEM AS-D- e SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (aE 11wM•ra[a•x aN s•Ea e•>) 1.ANC110R5 ro sLam+ATE swu BE As Fa1.oWs: TD QGTIRG POUND)NHaiEM(1•x.rc-3 NM) (J)WALL SLL MOUNTING ©CEJUN1G MOUNTING ©FLDDR MOUNTING -1/4•f TAPcoEI NTN w ANaD Tt♦ADION4 TEa1NOLOGY ANaDRs,AS 11NSWAMRm K I.T.W.eI•IOE1I.(IMS,rF-3 M >FAx �SPACM L1B_>Af1__ _1/4Y,3/4'AL MN,,,S ,_SET NICNDRS As DISIR6a11ED Bi'uL PONIS SC6EW.BOLT 0?EGW.T+GOMPNn'.I-rc-3 bl) 00 Y[GATA NE Inln Asn OEsiw+I�N�IMO Asa rm rAP00N weN,OvwrEu -1/4Y eutE Taw mNDRErt ulaaRS Y/W ws wwFrnuRm Br FLarm,FASTENERS DNECF.Na(YY.rc-2 bt) ]D ♦0 SO n !0 120 110 30 b SD JS 9D IPO Ie0 1D5>D ♦0 b 3 b 120 100 303 IIREVIFT201 1Fpf1a0� _1/♦•f UPPERi ANCHORS As 1YME RlED BY PO{ERs rASrFllET6.IHG,MO 06IfBV1ED BI NL PDMS SCREW.BOLI 6 SPEBeLTI 10 1♦ 10 • • • COMPANY OR AM OTHER APPRD.4o 1I IsW OR NIIID162ED 14)IWR(Eos1 SRN 1NE AYFa•[AN 9•RIEA SRTF315 ASSOW110N.NC. 3'-0• 1♦ _ 0 • _ _ _ _ _ _ _ _ _ _ _ _ p 12 ;0 • • • s ALL PONIs 901a-9ET (Nln.rc-3 m) OR UM 1• T2 10 s e e e e M It t0 •l.[S e • 14 ti o • s • 6 BWE TM W/tlP 11MF4 ♦ 12 10 • e { • > 14 13 w • { e s 1. IS 10 • • • • TAPPER+ AI)1•MuuY d ,ON Nw POIIRFD O]NCwTE OF TMCON MTRI AWNSCm-E.'"1Fri1NOLOGY ANC11016 AND TAPPER♦ANC1oTts 6 2 to • 6 ) eb 36 14 12 10 f { • t41121-• • 6 1 1/♦•,IIID EOR BUIE TM N/CW N1a1016 6 1 1/3'. 1♦ _ _ _ _ _ _ _ _ N 12 10 • • { • 6.5 A2)YNWY CNIlONOO M 1/4Y•3/4'ALL POINTS S011l1-SET M NONs 9tAEL 8E 7/eMO TIE POURED OONpETE NO EIS�IDIEMf is 2 w • { • • ♦ 1♦ It 10 • • • 6 ab l4 12 10 0 S 4 ss INTO SSD splL gE pOp{IIID 1/1'f-20 5.S 1E1[1WE sC ,USED slw BE 1 1/2'LONG MM"SNOT D SIUL:CO ANo k705T. M 12 NI • s 18 { 4,5 14 12 10 • • { ! 6A 14 tt t0 • 8 1•1 6 a3 •� �A /•w1Mla1 FOR WAlls STAT NO sTUGGo. 14 w • )s ss as - 4 u 10 • • • • 14 a 18 f • ) 4 �mz u - 14 1211.1-_ • 5 A,N CASE THAT PRECAST MML PIEGLST C011C M pAlET3.PAVERS OR AM YD'EOI BE FW ND ON THE D-G WALL oR L1DpR. 14 12 10 • e 7 4 - u 12 1D • • M • 36 14 1 w e m S ]d a AN ROBS SWLL BE LONG 1>IOIIGN To RFACII TIE 1WN SIRVCRSE BONG 5'Ao WALL iNIs1Es.ANaowGE SHNL BE As INo-TED ON t4 12 R, • • >a M - 1♦ 12 10 • 0 • • 48 1♦ I2 w • 6 S 4.6 No"S A1)0 A2)ABOrE FOR N61A11A110115 ON N SONIC OR pFS 1FRN OR MIIIIaR 1lTA Mos CON9AT T16 EMY1FtR"S ♦ V •d>3•3 - 1s 1P 1D • e )3 60 • 1 11110 • • • u 33 e15T T104 INTO F65 WfIN MET.-Os SEE sIEET 28A u u m • u ] - • u 10 ss ) ss Ja 4 a 14 .2 • u m ♦ a - (e) TD neSTNG coNCRErE scot:(AsTEE c-•o) ♦ 12 10 • S • - I It 10 • • •S 6 73 14 13 10 LI' • S ♦ - -1/4'f TAPCON MIN AOJNICED TINFAORow1 MORROIDCY ANCHORS•AS YNN1FALlURED o'I.T.W BUII)OL l4 12 • 33 • 12 10 • • 43 Le 33 1♦ t3 t0 S 6 ]8 ] -1/4'f,3/4'ALL M-SOLD-s -ORS.AS D61AIeURll Bf ILL"'N's sa1EN.BOLI 0 SPECVLIY C0IFANY. 1 - 14 a 10 • )a as 4 s -1/4'f NLE Trn coMCRErE"NOR,r/an As 4ANUFACn6E0 Br nuODA FASIEIETs DREGT.INc. 12 10 • V - - 11 13 • >a e m y - 14 m 1 0.S U L - -1/4'f TN#Ri NICIIORS AS YANUFAC W BY POTTERS FASTENERS.SIC..NID DLSIRIB11E0 M ALL PDMS SCREM.MILT!SPEalLIY tt 10 es ) • 13 10 • )S a6 1 - 14 12 / J 73 - - CON~OR ANY OT1ER MPROYED TKO®OR MI1HOw2E0 KlDOR REG6IOED N1N 1NE AMERICAN sNUTEA SYsidS ASSOCMTION,SD. u11 > ss u - - 4 1z 1D 1 115 U 4 - 14112 1.17 a - 14 u 10 { u 6'-0' 1♦ la SSI 7 ] ♦ 1a • SS•S f ] - v eb • S ] - - B.t)M•RWM EIABEDIEM IMm WNCAETE aACN OF BILE TM N/CW/JAMS ANO TAPPOti NICNORs 6 1 1/l'ND TAPCRt MM i4 12 SS 73 • •s a S6 S 1• 12 a • 33 ♦ - - ' �mw' TCG•INfx.Y "�6 1- 1] S _ _ _ 14 13 10 • - S - - 14 13 a ,I ! ♦ _ _ a2)YNMIY dNDN1-OF 1/4'f,3/4'ALL FONTS SO1D-SET ND1D16 sH-BE DO•ELY ETNEIOED INTO 1HE CONFAETE Nf1CK.No 6'-0' - _ _ _ _ _ _ _ 1♦ 13 •3 ) 66 _ _ _ -MON'NTo STUCCO 941LL E ,SW=.1/4'f-20 SS YICHNE SCF61L'USED-N 1 1/2'I121C 4NNLY SHOULD SRICLO 14 13>d • • - _ _ l4 11 ) ss • ss - - 11 { 63 u E116T.AND 11 mSRWUM roR SNLS MDI ND sRDID. 14 12 { SA u _ _ _ N u a! ) ss 4 - - 14 oa ) ss s u - - fa S6 4 _ _ _ _ 4 tY • J • 4a - - 14 1117 " - - a3)IN CASE-I INETAST SIONE PRFfA6T C0IDRETE PANET3.PA4Rs OR ANY NNco'EE fVl•D ON T1E DOSRIIG WALL Of FLOOR. 10'-0' 1 - 1♦ la • • 6 4 - = AMCIORS SEPLL EE LORD Do"10 IEAGN 11E YAM S'11.1CTUw BFT•M SAO MALL FN151R5.AMCHa6GC SHNl BE l5•DKAIm W l4 1 ) • ]S - - 13 N•S S ] - 0 )b S 3 - - NOTES al)6 fi3)ABME.FOR IMSIALAlo15 ON NN1L SI..ON Oxs NRI OR NT1rm WTN STUDS C018ULT TMs DIGI OUL N It 73 Sa - - 1♦ Id • 6 S ♦ - - --it 6 4 - - FOR•b TION NTO m STM MTA SUDS SEE sH 2b. - - - 14 u e 66 ss 4 - - 13 1D ss s ♦ - 14 O3 ) eb a3 v - - (C) ANGORS sN1u BE x ,N1FD FOLL04Mo ALL of T"E wZ91R Toms IND sPFC Tm!K T!E NIaM's 1101UF/CRIwR /'-0'v u s - - - - - u f • u 4 a - - s J u as 3 - - - t♦ 10 > - - t♦ ss > Ss u - - 1a ss ss u _ _ _ (D) sE-DUUt e¢ow rvR EDGE asIA N E(LDA I suS SPACING REIATDEm+r IDS ANCNDRS •3 ) - _ _ _ _ t4 1a)b • 6 - - - 12 S • 4.3 ♦ _ _ _ - - - - 13 10•b ! 4 - - - 15TAN:E 4T L IACTNG EOLL POR ANCHORS: I-0 to 6!Ib _ _ _ _ _ I1 { Sb 4 36 - - - B 6 • 3 _ _ _ _ LPJa4UL1 ANCHOR SP/dNl6 APE VND FON FDIE D,,m K NNGTED BEEOII.EOR E a Um TIYN TIE IMAIm.1mUCE 33 M 0 f] eJ 6 4 - - 0.S • ! _ _ _ _ Cvdt SOILING BY MATVL111G SPAGNG SIDRI ON SC1EWlE BY TEE ig1DAN0 iELnORs. P •3 _ - _ _ - 14 ) ♦n - 11 d 4 16LNCE0 sPACfIG O6FA•ED USNG FAC10R SNNL NOF IS,LESS II WI MARY 4PIGOD HOC-FOR FAGI MN3oN TYPE _ _ _ _ _ _ 12 • • as FACIGR 13'-0 • - _ _ _ _ _ 10 3 • ] - - _ >y{{ ♦ s _ _ _ _ Ila E W/APM14D tNADaarACTU�L ALL P10{,R SOLD SET (6L1E TAP N/CAP TAPPER i 13 V _ _ _ _ _ _ 32 • • l ♦ - - - •b ) s ♦ - _ _ _ DE OROICTANCE YN$FIRM YN SPACND S • _ _ _ _ _ _ 1 s - - - - 6! S - - - HY E.D. 3' 4' sWfJD-3 1/2" YN SPICING-3' ]3I♦' 4' t4'-0 10 )b _ _ _ _ _ _ • 7 M 3! - - - - ) S >, 3 - _ _ _ IG2®CODDE mLLRE 90TK 90CIt3 COIICRETE • St}�0]OE1E(ODETE BWL 13 _ _ _ _ _ _ 11 { SS♦3- _ _ _ • b - YN Fn•]1/1 It E -2-VY . 1 E6• IM�•]1/a'YN LII•11 - - - - - - t3 - - - - - u ) • - - - - - t a00 fa 0.A IA 1A s-0 - - _ - - - - Ds Is • - - - - - BLADE WORKING _ _ an 1.D IN UNISON 4 2 Y o71 to - 631 - 1p _ _ _ _ _ _ - - - - - - ss • 4 - - - - - 0.01 _ - 8.43 - _ _ _ _ • _ _ _ _ t3H' 14 5 h vel0dt Nurriwne Zone ®2013 EASTERN META.SUPPLY.W- % BERTHA HV,M IL E C O INE. A.S.S.A. Accordion Shutter System RV.RACE#1 W CR Wp N.V. e11nE l/� /S�i* American Shutter Systems IEYan oExwrnw w>E -ft YL. �q TILLT TESTING Q ENGINEERING COMPANY AtgeclailOn, InC. 1 OLD 11.1u 10/1 ISlle M/la/1s 'Y Sl an a.sea aw tilos•ww¢naoW»1 4268 Wwt Roads Drip ! s• No •., 1144 lime:1]Dse1.2mro1 ItSJD�. a am)9)t-ts3t S/d Palm 8foch,FL 33407 DRAWING 0 S ®DUDN16 Pmn.:(800)432-2VM.Fa (s6I)2M-8360 : 15-080 ��AL� F1'' YILTER A T•llT N.PE • SHEET P.E.JSUE FRE/DATE 1TOTmE Pic 1 w161 � k ���■ k�� �� t■ \ | CIO . §Ie � Z ®�|_..... � O � L ; \ \§■& �` �«§ D Q 12§! U) 6\ \2/ . / r .rgr .. ... 4z... .. .. . > Iiz. .�.. �.. �������. �� �\. / \�/� /� / ........................„. . .... ....... .... ................................... ................. ....................... .... )|! /\ / / . .... ; • ---- --�- ----- --------:,.,....,,-,,,�., ,., , ,., , ,., .-- ...... ...---,.�................�.. , ,.,. : , • :�q��s��..� ... � �� �Vd .. t § ■; .�ze#. ®�®���- 4r®pr� �.. / / ...... ■. ..............�,-,,,....;;,,..,.:.,,., , ,, ,�», ,..,,, „ .,. .., , ..,,,:,.,,,.■. ,..., :,...., .:.,, .,:- - ..�..........�......... . ..... . . ....... . . .. . .. .. . .. ... . I |. .. ..........:................. ............. ... . . ... .. , . ... ....... .......... ..... . ,,,,.,_,,,,_.,_„_ fig { ! ! Z / i Z I ! 7 ^•OR♦ A`NG(I ) SCHEDULE FOR A NEN MAX r SH =`;PAN GN NEG.TM1 LO,D ANDA FSPOt�NC LJUN^NC TYPE FOR CONCRETP FIEOCK INST�I A>IONS (s¢Ilafrt•rs w e.c,o,wo r a 1•z)e) cpAdN[_L—ctslaf CONCRETE%Oft( TAPCON MIM ADVANCED D IwIu SLL Mui SLL RI■IG C A WNL FEADWSal THREAOFORIA 7ECHNOUM 9MA r v QWALL SILL MOUNTING MwMlrc QI rAu/D.aOn MUININO ©rNLAYwx tATn MWMING pp ASA oE901 1dD ASA ASd. I•T.11A4 ASP D. ASA.OL9IGII IEraOM1E BLAIE TAP 3o b eo )S W 1x0 lee 2M ao b W 3 W lm 100 ao N ao T+ 1b 1x0 lee xl>i b b ee 75 e0 1{0 Ie0 AS JD b eo 73 1p IA lee ao b e0 )S 90 Im leo TAPPER+ 3'-0• • - - • • ♦ • b 1x to 0 - + - 14 12 to • •Is 1{ 1t 10 • e • • • f1 Ix 10 • • e Sb • • e • ■ >a a la 11 10 • e e • a if Iz 10 • e 0 e 0 14 u Io • e e • - a a 10 • s e • s w Ix Io • e s • • s • • s e • ) u u 10 • s a • - Is a 10 • s s e 4 1t 1e 1• - R 12 Io 1 0 )a u -1- 11 11 Io • )a m1♦1- 0 e e e )a m ♦ - 1+ 12 to • )a mI-I- 1+1 a to • )a 1- .•-0• a If 5'-0' 1t•• t1fz w• )••3 es -- --- --- 11aa v 10 a - 1♦ 11 x 1• )b a •d - - b e e )3 s •3 > • - -- -- ♦ z4 12 10 •• s • - MFSEE ANCHOR 1. o - u1x 0 - 12 SEGFICATONS1x >a 1: m ) ON SHEET 1]1{ - 121 1 a 10 2to 100 a 1t le 1• 1 14 x 111 e • • ) - • 1 > • _ _ _ _ 1• la S • a _ _ _ 11 1 )a • _ _ _ • e )b • a)a • a _ _ _ 1 1 )S • D _ _ 0•-0' 11x 10 • - 11 it w e > i 1 ) e • • e ) D m - 12 10 e m - - - 1+ 12 10 e 7 ! - I♦ 12 10 w s - H 2 • s m - s - e • • s e • - 1. 12 10 • a -It- 1{ IS 10 • e - - Y-0' 1u4 Ie mD - ss 10 mto s■ _- - _ _- ss 1 z •t • > _ 4u o m s m _.7— s _ ) » u 1♦ l 11 • sH Io m > e e T ♦ m a> •. __ __ __ I.0 D _ _I_ _ _ 1 m u _ _ - _ 1.A&iM _ _ _ _ e e m•a - - - - 1a B•-0' 14 1a) _1_I_ _ _ I It3)d •14 _1_ _ _ _ _ e a )a • S - - 11 11.>a s _ _ _ _ 14 m ♦a _111.11411 e 1__ 14 1. _ _ _ _ _ w 12 u-1-,- _ _ _ _ _ e e e >a • - - 14 12 m - _ _ _ _ 1x )3 ♦SAF..JATa)M'OFUSE FOR m)a - •{ _ _ _ _ _ -_ m• >a -_ ee 1. e . .1 n•s I>b _ae - --_ -_ • u ass m_ _- -_ -_ - _ BLADEUCN SHEET 19 1' m♦ m) - ) - - - -0 ♦ m > - p• m1Zt♦{a 11••z1 a _- !4 12 1••x s _ _ e e e mss ♦ u > b ■ • a _ _ _ - _ _ - _ Is ■ 14 11 - - - - _ _ xe m11 • m- -- -_ - _ 111i23s1•'•'---00'')mm?mntIa>absd m1_6•0 -_____ __-__ -____ -____ _--__ _=_- mule>•b mmm_D a____b •a •seeD- sss•_-ss m_ _ _ _ - mI1•-ab - - --__-_ - -_____--)>m61y1■da.y y m)9-e.ba •_y - - - - _x > m _ 14 w )t ) 7. { >am _ _ _ m _ _ _ )a )b + _ _ - _ - _ _ _ - a b •pm - - D - _ _ _ _ ss b _ _ _ _ ) _ _ _ _ _ m 7 _ _ _ _ a e - )y _ _ _ - 14'_0• - ♦ _ _ _ _ _ 4 _ ♦ - (�HV BLADE OR� HV BLADE W/ d& HV WINDOW BLADE - - - - - - - _ _ - , m - - - - - " - - - - - - - - - - WORKING IN UNISON •d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ) {y _ �DJNi••iii,�. 11'i h Velocity 8urricane tone • ,..... .... _ O 2015 F/STOM METAL SIRPLr.INC. BERTHA HV. * IL E c O Iwc. A.S.S.A. Accordion Shutter System KY.BLADE 1 M OR W HV. Elm American Shutter Systems I ■uc on1eM x m. 9•L. "�1C 1� T1LLD TESTING Q ENGINEERING COMPANY Am lationl Inc. 1 qp 11_10 �1q/1 eqG p/1D/Iy �.!`•'..� f x•.xu al si m.town emea.naro a7� --� Mwr:(.vn)eT1-t STO.fm:(JDSM)t-1171 6268 I,, h.F Grim t DRAPING No 70NALE ••'' 'w P—. (800)0.52-2204«F..`(�zob-6300 ; 15—o80 "'nom�1R1Ar�'16J' s SHEEP L 14A CF 20 P.E.4A4/Sa7UTURE/MTE YIM 1M DESIGN PR SSUR RATING (--f-)/.)AMD QoRCMpmn IIAm W HOR+spALING nIl-) SCHFFU1 F FOR A QfVEN MAX, SHUTTER SPAM NEG Tn:A.S.D. DESIGN PRESSIr:c RATING AND A CORRFSPONDING MOUNTING TYPE (SFF YWNi1NG5 ON 5161T5 18!1]I. !E� U BESTRAT`E SPRUCE PINE FIR NORTH SPRUCE PINE FIR SdfM PI Nw SPRUCE MESOUTFIERN PINE No.2 W/MIN.Ce0.55, 1/2-MIN.CO% 2SS. FlR NORTH FlR SOUTH DOUGLAS FIR W/MIN.G=0.50 W/MN.G=0.13 W/YIN.G=0.38 PLYWOOD sp r/ W/MN.G-0.43 W MN:6=0.38 Jam' WALL MOUNTINGS CEILING MOUNT T YPLL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M,N.O!R FLOOR MOUNTINGS M.N.0!R FLOOR MOUNTINGS M,N,O!R FLOOR MOUNTINGS WALL MOUNTINGS B.o.wAL tgI1N1NG5 &O.WNL N0UN11NG5 B.O.WNL.MOtNIINOS W!1( W!X 3!V S!V i i[li[i iel WwW— isene,ibd ieiaseliw---lewe—w meneWwWWwa-60 >D w 16017310 OS w 60 75 90 OS JO w 90 fM OS JO w eD 5 m OS 30 w BO 6 90 OS w 60 90 OS w 60 90 m w BD 73 90 OS]0 w w S 90 OS w 60 90 06 -0'6R 12 1 8 8 8 e 6 e 0. 6' 12 10 10 0 8 B 6 6 8 6 e 8 12 10 10 6 B e 6 6 6 6 8 8 { 1 1 J 11 12 11 12 12112 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 5 6 6 6 6 0 6 12 10 10 9 6 9 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 8 B 6 8 5 4 4 4 3 12 1? 12 t2 12 12 12 12 12 12 12 12 12 11 it lP 12 12 12 10 10 9 8 8 • 6 0 6 0 12 10 10 9 B B e 6 8 8 6 S 12 10 10 8 e ] 6 6 6 6 • 5 8 5 ♦ ♦ ♦ 3 12 12 12 12 12 IT l2 12 13 12 1Z IP 12 1 12 1 12 C-0- 12 10 10 9 9 3 6 6 61�5 12 10 10 9 •� 5 6 6 5 S .5 12 10 10 9 6 6 6 5 6 S 4.516 5 1 1 3 - 12112 12 12 12 12 12 12 12 12 12 12 12 11 12 12 10 Y-0' 12 10 10 0 63 4 6 6 6 12 10 10 9 5 3 6 6 6 3 4 12 10 10 7 5- 6 6 6 3 ♦ 3 8 5 1 4 - 12 12 12 12 12112112112 12 1x 12 0 12 2 12 73 6-0 12 1D 10 7.5 4.3 3 6 6 6 12 10 10 6 3 - 6 6 5 3 3 12 10 10 4 - - 6 6 5 .5 3 6 S 4 - - 12 12 12 12 12 12 13 12 12 12 11 93 12 12 1 9 73 5 12 10 10 S 3.5- 0 6 53 12 10 9 4 - 6 6 4A/ ] l I2 f0 4 3 - 6 6 4 3 3 • 5 3.S- - - 1T 1T 12 12 IZ 0 lI 12 f2 I. 93!S 12 1210'-0' 12 /0 ]. ! - - 6 6 5 12 10 0 3 - - 6 0 ♦ 3 I - 12 f0 3 - - 6 • t 3 - e 5 - 12 IZ 12 12 12IT 10 - 6 6 43 12 10 ♦3- - - 3.5- - - 12 10 - - 0 5 t - - e S - 12 12 12 1T t0 e3 12 12 12 .S 0 7 12 2 012'-0- 12 10 {. - - 0 6 t 12 10 3 - - 6 S JS- - 12 10 -- _ - 6 B I- - - 8 Sl2 12 12t 9.3 6 12 12 11 7 6 12 1 73 6 S 13'-0' 12 IO - - 0 6 12 10 - 12 3 - - - - 6 - - 63 - - 12 12 12 0 0.S .5 12 12 10 3 12 0 ] f♦-0' 12 10 - - - - e - 12 7 5 S - - 12 1 - - - - - - 6 S - - 12 12 12 9.5 6 • 12 12 AS .5 6 {3 12 3 55 {12 - - - - e - - 12 - - - _ - _ - -- - - - - - - 12 12 1163 7 6 / 1212 - - _ 6 - 12 - - - - - 5 - - - _ 1 - - - - 5 - -- - - 6 - - - - - 1 12 0 B.S 3 ♦ 1T IT 5 63 5 3 1, 5 13 3.SI IV - In HV BLADE OR n HV BLADE W/ 9A HV WINDOW BLADE WORKING IN UNISON* , 6118: +NOTES ON ANCHORS REQUIREMENTS:WOOD SA35IRATFS. 1.BNnlola ro BrxL woR aB sun BcaD:arrlr swu a As r1x1a1s 3 91851Po6E s1NL 0019513/a 11E wLLaec -sanla»l Pfc Hn x w/6-6. (NDS) -1/♦Y i,PLIYI A1pn1Q AS 1x1IfFlcnwED eY LT.r.samc A/i1W d61n1¢M AS 6•MG1FD AT -BauaAs m DI r/04' Q,—)) rA1H sECI1ow cb slfPrs 1a•17. -Srel¢reE 1R 110rtn1 r/c-nai funs) t> sEf 1arz x eaDr. -sra,cE rbc rW solnrl w/a-Dx(Nns) 0988 ArU z N•aabs l6 1nuDw nafc swu ff A5 1FIt walfrnn 1YrE u.San 1] Aso SxAu -r or LN:rrnBrs n rrx 1�mix sr¢namis Alcraas swat a•lslAum rounr6n BLL a 11c 16TA1•a]f1,laN5 No su 1vnaa ar luE woa6S w+uAclu6rn. - Ili h Veli Nuni—e Tom v,GE 9 BERTHA HV Y,INC. -�-� A S S A TM 11 L 1 E C O I M G. Accordion Shutter Sem KV.RADE W (R W HVA RAM American Shutter Systems ban. 11aa1►11rf urz 1LL 7EOF TT TESTING!ENGINEERING COMPANY Off,• ,r1 ILfAssociation, Inc. 1 ao n-,o /la, D„n 61nao = 1 aue ww.Jm.s.se..Jas.nrv4+vlm0,s,1tnmJ 42Fi8 W.t Road,IV— a l5 P1,wn:(305)s)I-15b a.:(]05)811-ISJi Y1 DRAWING No WA SOMAL ENt'.,' �m—111 Ph-(8W)432-2204.F—(56 1)2 ' fSM-b 15-080 ..�..�! w ua A PE SF/L4 1utE/WiE rinlm,tc./w167E ♦ SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & I& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SHEET 411 TMca„,,,,„a,N.� S TI R INSTALLATION T 1 )& ING IN UNISON iWFADFONF reanolDlx - W/i, Yk�APaEro1MIlON _ '/` E.6T IL W/1 1 2•AM PaCIINTWMI -, - (SEE SCIEOVIE ON 5>EET 15) OF ARG TO I ,OR (9GENIIE [Er Is) I 90fWLaE M� �® Y—n FaR at[c(1ro 1'Y^ 1/4.1-20x5/4'ss 29SaREwS f7mnNa 1 MN 9tfi`1®Ntn1 M� W/1/4'-20 NVR O 12'tY Fl~� , 152SI YN. ^':f. FlN6H Ti 2'.4'-0 _ IEADat REnMED ! 1 zWD o ti 1/4.1 rM-di wnn AWANLIm\ FOOSTNG Yw SDYIwI[N 1 I � 0 1 4/1 /'T ' TE alxlMtd W aAss lsg I lel SF]'MUiION I 2'N'OOM.SLL OF rIwCADa)MFA e mm.s ql � ro d1S5 PIATE RFAb. Y1aw1D111 OF 9000 PUIF. 1 Mok: f]OSINO (SEE SOmUE (SFE TCNEWIE aN SNEEf t5) W le QAC"-'1 OY SEEF it) I T1 *HV WALL HEADER INSTALLATION (N)Hit WALL HUM INsru L ATH OO NV WALL SILL IN57ALLATION YN.sEPAM110N 1 a1s1eF0 ^ - lsFc samue I oastNc �(oN slrxToi±j YN'CONr. (SEE SCHDNE— ' aA¢' OY SIeET i) pA55-� woad PUiE ox slm It) 1 1 1/4'F2Dx5 a•ss � f5 B NG 1 IEO.O. I I/4Y-10x3/{•55 ■ 1 mIK, F F�—�� ;a`�fi.a. YALiNME SCREwS w/ fff■■■III IFF■■■lll 1 u51Na 1/.'-20 YVR I I - L_J�-:=vr?- i/s•o.��e I I - I e u•na 11 �® 2•x4'COM. 1 0000 PULE •` /1'11/�FNfIIfa, �� WOO. 1'Nn 1/4'1 TIPCpI WIM AIIVANCFD TRW TFae�anar T TAP-ON WfM AWAnCm +', W1 1 1,12- , rE6"UPA w/1/1'lea PFIiElI t OF :; .1,1 T.TECHMOL00T tlM YN'CONI. ,L W/11,Y�.PENEfPA1NIN SnRFMta MEA Nro PLYW00. +i W/1/2'YN.PD`EAMININ Or 1-SFE 91EEr 4 2011 TYPNYL y1j,pUVE - Or TNRFAOE➢MFA O (sFE som1AE aw sNm ts) bleAbm ARG Nlo PEYW000. 51aRIFP ASSalLr. _ NFMIOIN o. wood nAre. FJnSTNa Wn.2. SNOB ISFE SCNEDUIE ON SMFET 13) T-YOUNDNC SECDONs CM Fi1S1 (SEE SChEpAE 0�+SnOT Isj i WIBNED N INY wAY 10 1/2'YN.-OS KYWWD RE". O Ifi'.C.1Ux.fSa'0. yIYF ANY 161nlAlICFE PLYr0 eE--wTO1/T' Iu1.CD% iNlSll IM. 2'.. sruos a'ro.c.Nu.RWD. MM, A-CORDNICE,8111 PLr9ooD a2o•D. ®HV WALL SILL INSTALLA710H PLYM000 ro KAT,—la SRbS IN ACCORdNfE sECTON 1322 OF 11E F.FLC. a 9FF UYIUlaNS OF,Ij�OF MrM SE-IIOn 2532 Of ME FRC. /eNAx 9ADE lA M SND3 1LYf ©HV WALL SILL INSTALLATION FLOR 11011 DING N.h Yeloc Nurtiwne Z- 0 2015 FASfE%1 LCTAL SUPPLY.NC BERTHA HVrN A S S A Accordion S ■ ■ ■ ■ hutter 3+stem * I C O 1■c. HV.1)tA� W CR W Hv. IIJOE p � i American Shutter Systems OF aAY- auwrsw oFlr mNwI IW: Ili•. ,(� -'Sf MLR TESTING a ENGINEERING COMPANY Assoelallon. Inc. 1 m n-In non ate o./lo/,e R <�RMI : NFa NW aw.>< w m www.mWen 8088 n. 4zaa w.rt Rose.D Ne 1 DRAWING No P9ur:(30!)p21-1s5o.Fm:(aos)e21-,v1 NAL 1rN6Fd rn+ e.m.aW.wn w�F PON 0+.FL 33w7 C I8-0a01lte Pham:(800)432-2100 Fax:(381)208-05011 -D8D n /.i,ei 1 SHEET P.E.SFAL/51GNANRE/WFE 1If OF 2D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & I& HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE d)ONLY SHALL BE UMITED TO 105.0 f. A.S.D. DESIGN PRESSURE RA ING E SH "M "� ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 8 A WORKING IN UNISON K/4•r rAPcoN wTl2+ - N•NCED 1HREAOFORu __ rEa Y,e1. (f MRla1SlEJ - TmHNOL00Y r/t I/2•Ym. 4•ie'(WnJ F22SIR1G- _ FEnEIRM,ON a TNFAMO woa0 ersw REW«rD. - MFA ro El6Sre,c w0m 5��''O�1i'�� HFAovt. ,/4••-2NJ/4•ss. a E%rsnNG roa0[FAY om rlc wom (50:9010101E aN sm Is) 1•wK 24' PNr.IP9 1RUS5 NEAO m BE CERIwiED m lIRb9Fs oa r E SC1RY15 P� I/2' I/y 0O.C+RR 19 RM— E r/,/4•-2o Nurs 4,�,NSTAtIAIWN. e,z'OC. - 1 a Vsn ua�>I��rot fxsnlc somr .ssY TO0�w/I I/Y rn. a/4•Nm.l,K. uo:. E�]�lawc Y00o /Iw 4' I•i4•.,A-carr.IWL n1E ��P,,�y� S wera'Te ruwl w/ « Z.' ISfE SaEnaF aN sl[cr,$) •6S O.c I 1 or®or© s/,s-•lAG scREWS ro 1 or®or® 1oONE LAc SIME�IYS 1 •- '•,;^ 1101.a r.NarruA•oR1) oasl.r2 w rr4• �W NF/WI owo MIN swMalwN I ammo roADDEPT A YY - r��� V 1 (gE 5olmulE ort SHFFi,t) Gwss--� Ai/tc0�ilcR�ar neo W MAL Lo4Dslixo II■■D v-a•MAX snw.iNs I '•4 r ewro, r19RAUA—rs orar vMM $O HV WALL HEADER INSTALLATION 'E.a o E 09 Mc a+�wv°0°a ow io AS a alAu-1„ M OR 501R1OM PW W.2. I �� I OR I aE�pg I oR cqw 1-SEE SNEET 4 FOR TYPIc,L SNUTIER A95EMRY• 2-NooNpNos°N5R w rWsT ODWONED (: HV CEILING INSTALLATION OU HV CEILING INSTALLATION 1 OR Q• I W.smMaml I I 1 NM.scrP•w I•v IRa11 r I 1 n � ro fzA.ws oasl•Ec I' r (stE xnm u�oN mm I1) I Ei imp 8 I I A11o10R I EA91MC 1 sur. I'°o"TIo" s A.V>r1II 1 mol ls�i2i,r® 7 tou rX1E11 ) (Na FRrsl Atiallm) 216'MN.x000 6aREl,9•8'o.a ma(RmM01(Na s OF M081 Alio11F0) DECK M90O1RE ����4'•�-2mJ/4'SS. 010E OF aECN I/aY F.N.TAPCaN WRH /4'•TMCON YAI,I t' Y!{yM'�i1N155 MEAD F APNXlCIE S— /O✓MCFD Tr6ApO,e, 1. TEp1 rnw Yin w /4•-?Q NUIS Y wn. z N•,. acR PEN—OF neFAom a,2.O.c APPUC B Y 1M. MFA o NOM01N Or,IaW Ry p,A r' ,A MFA O uID/NIH dF waao 1/4'•t/2 F 1/2 rnN AOIANcfo rnnE D�oPu lECltlpLo6Y PULE vaE. w/I 'Ni..PFRETRAn011 of)NRE.cED MFA urto wood ICLR. (sm 50,EDaE ON sNEEr,$) (9m 9a1maE ON s1[cr Is) (sEc 9CNEOUIE aN s¢T 15) a U HV WALK—OVER INSTALLATION QV HV WALL SILL INSTALLATION 4w �WjHV FLOOR INSTALLATION II n Velocity Nurrtcoae Zone O 2015 T/SIFTo1 YETAI StYPEY.WC. BERTHA HVrN IL ECO 1183. A■S.S.A. Accordion Shutter System KV.RICE#1 Wl OR W HV.WIDOW RICE *i l//T� •i* American Shutter Systems •ar. ouawwN urz oRwn1 er. Nr_ _ :• TIWT TESTING t ENGINE ETONG COMPANY 4268 ftallon. In , aD„-lra ,•/, o,R ot/,o/,e 4268 Wast Roses Gme z DRAWING Ne aa�eOmi W P6n a (awoao)u z zzoa°F W)209-6380 a 15-080 _'ass 4 PE' - nation u�./t u,s� • SHEEP END INSTALLATIONSn HV & X1-4 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. ,•MN noon +n,,wrou•,m ,M.oao 'ru�oo mus ps wvuc,eWu:) \ nuu,ol m —zus Rca•o. r..•,a,.waao \\ % pe,RP,—c1 \ � nRoaas•roc. mus nca'a \ � •yVlron,r m°A nmlwc aA4 � nuoo r w seam om-r. ws,wo a,ns m TM'o o,^v i / aAs /2.�. av vma[e a,� ,n••x� 'K ■,.gym.® e., 14D + /,ai+/Y SYS Slme'-.A ae oa a a _—_ ald 4 OR sL ma z OR 9LE oFLa•IOR 1 OR®a SK ro � 1i x (j�$-0.Q••Q-�•Q�•©- �aQalO•p•®�•®. / 90EcoN= - - 0. ���[Y•®- 1pfla 'LY'®-©•o-©•©• ®-©•o-0 0- o•Q•®-o°--®• ®•o-©•o-o-©- ©p ®-Q o o- ®•o-®•o-o m• T40-0.0-0•0 0-0-0 0-0-0 ®•o-®•mo•©- o•®-o•©-0.0 ©•O-O•©•Q►•(p SND CONNECTION DETAIL END CONNECTION DETAIL(2) END CONNECTION DETAIL® END CONNECTION DETAIL* aa.a9 aar ro• ar^�mw Y-0 oarnu ann /•"•.wm,nm V.•.r .wm-- . �_ — �� >m'1p�'wan�c�r�Rr��°ji•O1Vaim ,mwac�.�r"'�"o.�'/i�i•°iii S-- — r Y s eN.•oa foe'ma�iw,�` iam ppagngy ♦SEE LINRANVSE OF Na ss.niem sn�ataL ,no mus•,Y oc. -,ro mos.,r ae 3is�• m a.Rc Off GIME SON ON S SHEEEE T 19 ro aws ls[ +n'ew. Ea¢mao 4 4 ,n O svt)l Nr (DOR a 8 oR B�m 1�a, —nu, : 9,000 , p-O©®- VIEW Y ©•Q•©-O.O.O- Q.®_®.®_®.® aO-®•�•® DETAIL X END CONNECTION DETAIL® ND © N'h V-1--sty Nurocane 1!o+u ✓ 0 lots EltiRE1R+1ET&SUPPLY,W- ;`�P.`'� E''9 BERTHA HVn, L E C O I N c. A.S.S.A. Accordion Shutter System HV.MADE#1 W OR W HV.1AWW HAI£ American Shutter Systems isv.w a rw wrt Ioao w .p OF TIL IT TESTING t ENGINEERING COMPANY Association, Inc. , oia+,-+v oh sae wart G No _ Pbw:<�oaMTi-,sn.rm:(wslan-,u, .lea Noce.DNw x DRAWING No �1A1• west PaYn aanm,n s.1,or , SI ®-0mww Phon.:(soo),31-lloa.Fa.(se,>109-eaeo 1 5-0so w,L1FR A 1W1�..PE , SHEET P.E.SEILJSi[f1ASiAiE/OaE Md na/u,e> . • :pu NIFEAM NS Mb IYkIOFTION5 OF USE FOR BERTHA BLADE d 1.Wlf.ABA DFSa1 PIE�II+E Mnuc.�+i t0.-t10 pa+ 6 (YYD (DYD (TYD ((UUYYDD 2 YAfL SMUTIER SPME%'. }Al1DDFD 11011111aIG5:A D,C a X M SAFER 4 7:AB IIFII AS Ip11HiWU5 M,O.T.���UI��t��IIA��'yQ�I 9EE15+!t+1. /� � �145r ff NPAAEU DIIY AT�/GTE4��� Qw\'lw ®w (}'INNOlES)fOR®PFR H/OE�N�SPIQf1U5 5110e1 OMOX SIEEf 1 1YP.G fla (B)Ia1L aFAP.VA'E fIGIY lOP aD BD11aM m6F OT IW canon a/.¢ OF ANY}y IIOFE FOR®SIW1 bE 2'. }Wa0 5 AVA'EDT OE Xa (LJ nPSf OR BI/OE COW6 OUF nNlll STMtiFA6 AT aO} 11V MIAOW aA ® 11aCOW 9IIDE GI)Nr AlaMI11 BWE011Ua'r FE USED ILTOeAW ro A S011a IN K—(D INaOIlUN01rt S11UTTOr W001 T6 sal>_AUMn a INBTAIIID N1M£Nt ro A san IN b �� (A 1 AT ODEA Sax 6 11fOA E]E][yi (r)POLYUABaMTE XV wae0ll on. BE azsrNzm 50 TABS FNS i 3� 1XE NnNI01l 6 TIE Ca9eC BE SFE ENO e!p ally a6ENlEO NO l0a®U9U A NJ SEl+MO IDOL PRRfitpQQRRRDDD BY 4A CWKC1aN �ra4 IXC DQAl3 M eR15 (tiiiiij ,NLL+ �' tea !.SEE AXCNON sPAac a Emla T1Nt wS0FnoP6 OtlO 11000 FNNIE sEET 6 N aNDrws ae ts.As uM1m er sPaN No oESxal t!>b(SEEP XDIFs a z AawV. aa� ).SEE ANCINIR SDAGXC saEau IOR aarAluTmlzs INro PauPED S- mxcAETE aR mrcIETE aaac e9E oN sms+z•+}a IfnFD IN SnW MO OES.N u)an CsEE IOT6 I a 2 ABRFT 6 MrsAw sEPNMTasI ro a ss wmAe D M TUPWa KW—) W a®w(�6.7� SINTER SWN MNIIN SEPIAAIpII ro QA55 ELEVATION Iw sTwwlDl ro AAs somaE aX sm,:wl aaam rro oX Tia slm rma sma9 ----------`---- .Trtz�Tr GPvassEc cENIF7aE_TE5+it27-�y/3,�folmeat uNlrT /D XO+E a zewq �n \ \\ i TYPICAL 1'HV BLADE WORKING IN UNISON"9g1J+I HV WINDOW BLADE ---- T o_ FLORI A BL4LDW CDDE(High Velmity Rurr;cane io e a�a�P `GGW� .• -- O 7015 FASIFMI METH SUPPLY.INL. V BERTHA HVTI. A S S A Accordion Shutter System ,/ IL E C O IMM. KV.eu1nE , De W FW.WNDDIY MXX * Y/ American Shutter Systems aEVN. Bl3®Ita urt Ina1X er: Ni p TIWT TESTING s ENGINEERING COMPANY AssoclaRon, Inc aD„-,u na+ aro anDi,s :_O FLORIQ. YZ' ani,. a,<am.+w,+.�Ia.Xa.,wlm.ala a?66 W—Ro .0m; z West Yn EMach SfONAt aw e21-taw Fm (amM21-la l DRAW NG Na : —�•�� .-md:1a..oemlmm PO ,R 33407 a ®�OO61,9 Ph—(600)a}2-2204.Fav:(561)209-E30O t 5�� 0 ",.•..••�• • w.rtB la1R J..�E P.E.S /SGNATURE/DATE e. 2 QWS TeO Yom;; INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 21; s 2.0W Mvcr INTO METAL STUD WALLS tALTµSMAS AT Ie'OG u 4 e e as � 1/4'. NOMINAL o '/z• as• >Ic GENERAL LIM ANn CONDMONS OF USE ALUMINUM SLEEVE FOR BERTHA MER 0063-TS ALLOY T1 sp I STsrFu INSTALLATKIN TO METAL STUD WALLS Vali o.on•, ra.I 4.3c a e•as �} SEPARATION TO GLASS SCHEDULE �„' z °v.srtn Taaoc aw.a1.I ' •siu•.ti6v aux n w.Fao,s 6.0.e 1.MAX,A.S.D.DESIGN PRESSURE RATING:+75.- 75 Oa.T. rxvAlaso rwm6am ro mos —AS OP flBl 1 § MINIMUM e/cs)Itr+/s•ra scrs N,wox uTeeaa rwz j AS'�X' 2 MAX.SHUTTER SPAN:04' SEPARATION ©TENCH a I' Ea61NC CIAO I Ira gvnAnw, To Goss (SEE���) 3.ALLOWED MOUNTING:Y®ON THIS SHEEP. T ®�4eh20X3e®T 4. ONLY ENTER.TE 21 W/�24�I1V LOCK ARE ALLOWED MUST PENETRATE I' RMSH Ow.) 9 WITH 21 AR CEO A METRICAL LAYOUT. •6-aC APPLYA.L 1 a USE 0 2 35 0'LONG,MINIMUM MUST ALWAYS BE 6e/x1e I�/�iti aaae-Twx r..f () ( ) zw• mC coir.rxv.sma nleox oPrsi i 43c INCLUDED AT KRt OR INTERIOR ACCESS SIDE OF -- /STY A-eil aUOE M 14�C-O �o cxwxzm[Asralm ro mos •B•Oc yy CEMERMATE. 'rl,T- _ 'WiFl6ae'e I'Ir IrtFTeal 1/4'0-70 THREADS BLADE SLACK ETAIL HVF IS VALID A150 FOR I/2- T? CENTERMATE 2�1 APPUCATION WITH BLADE1Q PRODUCTS FAB-LOK HD rreotaeEo 1e+1.r .9 4Jb 6-.,,/z-.a�6•TNa< � ' os o.c. COMPONENTS Ivan.aw aiv.s m a0 ' '_J MS WA�L. HEADER/SILL INSTALLATION EzsnNc nrs,AS u PLJC.ae PETAL°TAS AT le-O.C. (IPP.TOP a 801101) ___--_ 3/4-ae1/4'x 0a ' ZE_xt V. RfiPC Nin IAA56 AS1Y BSJ GPAOE -G-60 f/SIEra,TO ST1D5 SYMMETOtAL SYMMETRYCAL T° °N 43a 436 43c - TO� z a EnEwas rACE CENTERMATES W/ CENTERMATES W/ (SEE4 EXTERIOR ACCESS SIDE R I �� _ mp, IN ula soanrol ro fLt4 w. e• walrg lcoc IN 4 _ 12 Alk 1 21 21 Y 1 21 1 2ioow AT 12 4su? ITV HFAOER/S OqS VIEW Y (e•Min.) ', 24 SIDE CONNECTION TO TRACK (comJ °1/2-(Typ' Y.paNAw ACK DETAIL VF HYLA BUIDING CMA h Vetocity Nu+ricone Zaa 3 en .......... �•' O 2015 EAS�W!1Er&SIRPLY.W......... .• BER7'FIA HV,. �. I L E C O I M . A.S.S.A. Accordion Shutter s»yscenl HV.BIAS 01 W OR W HV. BLIP a (wws)K-em1m1a-rcIs�wa.:�(ws)eTi-Ivi American m S0IaUo�Ln+e,fn.SY2Le T1! T11 TESTING a ENGINEERING COMPANY Association, Inc. avaDom" 528 Wat Roods D.- 33.01 M- 7 (e00)432-2204.Fa. (561)2)-e3eoesSIDNA` P.E.Sa!J Y PaOoO�++-la+lull /OInat+ alN0aD10uR05 AeW—l:INa�G/W8,aN0. ol s FTnnm uc�a u.e1�- s SHEET e m Ti U E C O 1 r TILLIT TESTING G ENGINEERING COMPANY WALITR A.TILLIT,.JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.9006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415.02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or WIO HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tiliit, Jr., P.E.; dated 4/1,5 win is an integral part of this Evaluation Report. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone, (.305) ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 15-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/201/ signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-J693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7117/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) pro peti t R "110'rf z �kc� PRODUCT EVALUATION REPORT NO.15-0415.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS.201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(P.E.D.) , Drawing No. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet 1 of 20 of Product Evaluation Document(P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.�,j#y � No. 15-080 ip . STAB c4 - o1pN Pti��',t f, ,,. _ PRODUCT EVALUATION REPORT NO. 15-0415.02 4 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 1011<.411A's",�'. ,{ Q�. TIlF E SS10NAX-�. ` 10127/20117 Florida Building Code Online X PCIS Horne % Log In i User Registration Het Topics ; Submit Surcharge { Stats&Facts Publications �E Star' C Site Man -Irks S-arch Product Approval r *USER:Public User Prpduct ticcro✓al Menu>Prcduct nr .oplicaticn search> .Aoolicatinn List>Application Detail FL m FL17003-RS All Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-8551 tomj @tc-alu m.com Authorized Signature Frank Bennardo f ra n k@eng i neen.n gex press.co m Technical Representative Address/Phone/E mail Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Fabric Storm Panel 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 Frank L. Bernardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL1-/003 RS COI Inde[) [df Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17003 R5Eguiv Equiv .Ddf https://Aoddabuilding.org/pr/pr_app_dtl.aspx?param=vrGEVXQvhDgv2aBQpHpQQe4lN%2fu55ZmHc9,o2fKyhlKsTUrisgQFNcerWCQ�'o3d�o3d 1l? 10/27f2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Date Revised 10/10/2017 Summar roof Products FL I Model,Number or Name _ TDescription - 17003.1 i Eyewall Armor Fabric Shutter Eyewall Armor Fabric Shutter Limits of Use i Installation Instructions Approved for use in HVHZ:Yes ! FL17003 R5 II Dvi .pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo, P.E. PE0046549 Impact Resistant:Yes 1 Created by Independent Third Party: Yes I Design Pressure: +60/-60 j Evaluation Reports i Other:See installation instructions for other limitations of E FL17003 R5 AE Eval .pdf i use. { Created by Independent Third Party:Yes EE Contact Us;:2601 Blair Stone Fuad Tallahassee Ft,32399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-200 State of Florida.::Privacy Statement:;Accessibility Statement:!Refund Statement Under Florida law,email addresses are public records.Ifyou 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 455.27 5(l),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 em ail address which can be made available to the public.To determine i(you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® � Credit Card Safe https:f/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgv2aBQpHpQQe4lN%2fu55ZmHe//--,tKyhlKsTUrisgOFNcerWCQ%3d%3d 212 P . E . R .T• ENGINEERING EXPRESS CR) PRODUCT EVALUATION REPORT EN GINE:ERING EXPRES88 EXPERT PRODUCT EVALUATION REPORT August 3, 2017 Application Number: FL17003.1-R5 EX Project Number: 15-2349 Product Manufacturer: Town and Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name&Description: Eyewall Armor Fabric Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition !2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2349 titled"Eyewall Armor Fabric Shutter", sheets 1-5, by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02&E330-14 test standards per test report(s)#C9417.01-450-44(signed and sealed by Vinu J.Abraham, PE), #C9417A2- 45044(signed and sealed by Shawn G. Collins)and #G0563.01-450-44(signed and sealed by Joseph A. Reed) by Architectural Testing, Inc. (ATI). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05& E1886-13a, E1996-12 & Ell 996-14a and TAS 201,202 and 203 test standards per test report(s)#09417.01-450-44(signed and sealed by Vinu J.Abraham, PE),#C9417.02-45044(signed and sealed by Shawn G. Collins)and#G0563.01-450-44(signed and sealed by Joseph A. Reed)by Architectural Testing, Inc. (ATI). • STRUCTURAL ENGINEERING CALCULATIONS inalsF�i� rhe T "I Valid for Structural engineering calculations have been prepared which ?Page's thr. Pt 2 evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Glass Separation - 3. Anchor Spacing rank Lsin;�rdo,l'fit, .EOD41aP.•• �$85 ..... 160 SW 121" AVENUE SUITE 106, DEERFIELD I3EA61I/;� + � 1A,�3 442 PHONE: (954) 354-0660 - FAX: (954) 354- 4d3 ENGINEERINGEXPRESS.00M VWROJUG I!2 RLATL(LI}(tp ILAFA8RG)I,VI4ZCVIMYJII IDFlVW.M[I141:QYU p:„.t PRV:kC 1.FtY[i�'IBC 0wFAt40C7'+-Y %FVDLF 41Yt4.Y9C�: ENGINEERING Au ust3, 2017 �XPPE'SS ' g E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2of2 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. For installations outside the HVHZ, separation from glazing is required for use within essential facilities per ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing), Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Documents (the engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone(HVHZ). 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM YPNp.iC1811 b]N.CPE4TEFL i100](EhEABN1;:layNT Co iV.M 10 F101iliA Bllll]1{ND PUEEFwJECIrv/IV.18fbf:(W.YIF.IBPICN]6'Y.YO-'F'YALfli10LJ.DDL PENN... EY WALL ARMOR FABRIC SHUTTER \1411{I ILII/ �YCNPI6 FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER PANEL UP "J""F- FABRIC PANEL TYPICAL - CLIP PER FABRIC Em MAX O.C. II PANEL END AT OVERLAPS -SEE SEE SPACING OITA L STATE OF- NF1 211 m DETAIL ONAL PER SECTIO I VIEWS �SHUTTER FABRIC:NYLON FABRIC.WITH cryp PVC COATING(4200 DENIER WARP)13X 13(4200 DENIER WEFT),OR VINYL COATED POLYESTER FABRIC MESH 35M0 LAMINATE BACKED,TYPICAL OPTIONAL OVETC GENERAL NOTES SECTION SHALL HAVE A MINIMUM ti f OF(Z)CUPS,ONE AT EACH E w CUP AND ANCHOR SPACINGALLOWABLE AT 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN OESIGNID AND TESTED BECTON SHALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE TIM FEDMON(2G14) OVERLAPPED EXCEED DESIGN PRESSURES THE I HOSE NOTED IN NTERNATIONAL BUILCING CODE(LK)AND THE INTERNA-MRAL ANCHOR SCHEDULES. MERDEIM +oU Fbt- 20NE PER AS- 20Z B 203 TESTING FOP.MORC TM E330,E1996&E1BB6 AN0TA5201,Fbt- SEE EVALUATION THESE' ...... INSTALLATION INSTRUCTIONS ARE PART OFA PADOUCT' AP2W OVAL EVALUA77ON AMC)SHALL ONLY BE USED IN CONIUNCRON WITH THEEVALLATIO MPOI1T SU43Mtr'Eb FOR THE SAME PRODUCT APPRaVAL. 3 NO 33-113%INCREASE INADOWABLE STRESS HAS HEIDI MEIN THE DESIGN OF THIS SYSTEMWIND LOAD DURATION FACTOR QaI.b HAS BEEN USED FOR WOO ANCHOR DESIGN. LL 4- POSITIVE AND WOOD DESIGN PRESS URES CALCULATED FOR USE qi WITH THIS SYSTEM SHA BE DETERMINED PER SEPARATE ENGINEERING IN A�GIRDANCZ WITH T I GOVERNING CODE P*3SUM AE�vREwsrm SHALLM LESSTHAMI11 IQUALIO THE POSITIVE ORNEGATIVE OVS1111 rY PRESSURE CAPACITY VAI LEG US7ED HEREIN FOR ANY ASSEMBLY.IS SHOWN. 5. FOR INSTALLATIONS OUTSIDE THE"VHZ,THIS SYSTEM HAS BEEN-SEEALLWIND SEE MAY SE INSTALLED 70 UNLIMITED WIDTH DETAIL DESIGNED WITH NO SEPARATION FROM GLAZING MQUIRM FOR A DETAIL 2/1 ZONES,IN ACCORDANCE WITH ASTM E1996p9.IT IS A(:CWTABD`B"Y Y WOE OE 2"1 N PANELS MAY BE MOUNTED VERTICALLY OR CRITERIA OPTIONAL CPXTEA IS INDEPENDENTLY ADOPTED BY THE HORIZONTALLY-VERTICAL MOUNT SHOWN HERE. AUTHORITY HAVING 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIAP)M TESTED PRESSURES DIVIDED W A 1.5 SAFETY FACYOK, ii TYPICAL PANEL INSTALLTION INFORMATION THE SYSTS4 DETAILED HEREIN 15 GENERIC AND DOES NOT PROV LIE EXTERIOR ELEV FORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT -5 FROM THE CONDITIONS DETAILED HEREIN,A MCENSED ENGINEER OR 1 11111 ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR HURRICANEPROTECTION USE IN COMUNCTION WI rN ME DOCUMENT. 8 PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXIST-,NG STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS TOY OtHMS)SHALL BE ANCHORED PROPERLY TO TRANSFER LCAVS TO THE EXLSTING STRUCTURE 9. T7HLS SYSTEM IS INTENDED FOR USE ONLY DURING WIND STORM EVENTS.WHEN NOT IN USE,PRODUCT SHALL BE PROPERLY STORED AWAY FR OM PROLONGED EXPOSURE TO DIRECT SUNLIGHT OR OTHER WEATHERING COND IONS. *NOTE:EDGE OF FIRST AND 10 MAXIMUM PANEL SPAN:10 0' OA 1.MAXIMUM ALLOWABLE DESIGN PRESSURE:160 RST OPENING EDGE OF OPENING, LAST CLIP MUST BE EVEN PANEL OPENINGS SHALL BE PERMANENTLY LABELEDLABELEDWITH A MINIMUM D.� PERMANENTLYME LABEL PER PANEL OPENING CONTAINING THE FOLLOWING MINIMUM `; I WITH OR EXTEND BEYOND INFORMATION: THE EDGE OF OPENING TOWN&COONTRY INDUSTRIES EDGE OF FORT LAUDERDALE,FL STM Ej FIRS,E 1996 A Fj� 0 MISSILE LEVEL 0-A ' CLIP RST/LAST— HURRICANE FABRIC NELS MAY BE MOUNTED VERTICALLY Oft TA 201,202@101 PJCRJD PRODUCT APPROVAL NUMBER SHUTTER t 11 FLO 15-2349 � 14 EXCEPT ASEXPRESSLY PROVIDED HEREIN,NO ALOW.CNAL HDRJZINTAUYASAPPU�BUE� CLIP _ HOST— CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. SUBSTRATE TYPICAL PANEL INSTALLTION 5- SEMON WEV0 ' CONNE T1ONC3 1 - ANCHORS SPACED VER LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM - ANCHOR SCHEGUE /f%/� /j; I T%=PARALLEL LOADS(FILE) 'VR r .y✓ DESIGN PRESSURE -_9; SPAN BO PSF -.-63 P4 45 PSF_36_PSF 93 PSF "A ���- 154.5 151.5 135b 121.31104 ,VT 5 [?F /� IY 111' 194.5 179.1 180.8 143.5 130.6 i�sS F 9 i CONNECTIONCl 5-T' 257.8 237.3 212.8 190.1 773.0 pix YQ N SHUTTER MAY BE INSTALLED SFO./ S j CLIPS SPACED PER __ EXISTING GLAZING WITH OR WITHOUT SLANT AS, / / 6'E 3288 302 7_ 271.4 242b- _.220.7 C n€ LONG N THE MINIMUM / ANCHOR SCHEDULE.NPS 8'-S_ 471A 438 B 391.6 349 9 318.5_ �1 '�Is '// / - MAY fACE INWARD OR q p SEPARATION F0.0M GLA55 /. OUTWARD 10'-0" SBDS 5344 4792 128.1 389.7 m �, REQUIREMENT IS MET WHEN / Z a MEASURED FROM SHUTTER ��/ ///' �ld PANEL MID SPAN WHEN %' /j '-NPS FASTENED SMUT LLI ,e W - ��- - /" /� WITH(3)U4•z3l4'SMS REQUIRED FOR NYHZ OR I // OR PER CUP. I 0�a E88ENT1Al i '', ESSENTIAL FACILITIES /% /'- SCREWS NAV TACE LOAD ON EXISTINGSTRUCTURE FROM SCREEN SYSTEM NW FACILMES ONLY: > ', •\ INWARD ORd71WMD. Ty PERPENDICULAR 10A05(FILE) IC MINIMUM GLAZING 2 _OESION PRESSURE _- SEPARATIONMIDSPAG ' r ////i/�/ SPAN .. -FROMXPANEL VNx ONIY.•`�A11 / j//// -SHUTTER FABRIC:NYLON FABRIC 80 PSF 53 PSF 45 PSF 38 PSF 33 PSF _ '� / WITH POLY OR PVC COATING(4200 3'$` lO6A 92 B 78.8 _88 5 57.8 21"MINIMUM GUST NG DENIER WARP)13 X 13(4200 SEPARATION MEASURED f DENIER WEFT),OR VINYL COATED 1-8° 135"0 1193 707.3 85.5 74.3 FROM PANEL MID SPAN -• Jy i 5'-7" 7875 148.0 125-6 108.1 92.1 POLYESTER FABRIC MESH 35%30 r� LAMINATE BACKED,TYPICAL B'C 1969 172.5 148.3 ! 123.5 107.3 I' S r 2 TYPICAL WALL MOUNT B.B MID 2253 1973 ,cls N.T.S. VERT SECTION MID O 285.0 225.0 190.0 185.0 1a TYPICAL SHUTTER((SLANTED) VERT SECTION }E x m SHUTTER FABRIC:NYLON FABRIC +Et WITH POLY OR PVC MATING(4200 "a CONS SPA ED Cl { DENIER WARP)ll%13(4200FT) ANCHORS SPACED PER {� DENIER WEOR VINYL COATED ANCHOR SCHEDULE r' POLYESTER FABRIC MESH 35)(70 y- -,._cL LAMINATE BACKED•TYMCAL �V :T /.-CLIPS AT 12"DC MAX CUPS FASTENED SHUT _T 2d WITH(3)1/4"x3/4"SKS 1 0.798[ e67031? EXISTING GLAZING OR SDS PER CUP 7:4331 OCStC STUDOED ANGLE 114-20%1"MIN iB-B 55 03 C5 33 1 -{951 $� ■ 1 STUDS OR BOLTS AT 12" 0:DCX TV - O C WITH WASHERED TI ESSENAL £ F- WINGNUiORMIT 014LLP,I7Y :t`d .�{ FA CI LETIES ONLY - - f 16. MINIMUM GLAZING CO i c 1.3330 SEPARATION MEASUREDOAN Y EDGE 1 FROM PANEL MSO SPAN �s-f' J1C ID 5T �j EOG NNIM ONLY /' 21"MINIMUM GlfS1NG cb N, /"62 , SEPAMtTON MEASURED - j// %)`tCNNECKPA ED 7 MOM PANELNID SPAN % EMBED/ j/ /ANC FORSSPACEDPER C.�]UJ �e �ANCHQR SCHEDULE .D'.957 y //,' �;r'G' n 1s-2349 E /,.i 1 1 r SHUTTER CLIP PKLNRIOLLH ION. 3 TYPICAL TRAP MOUNT 1 MATERIAL.NYLONS �1b TYPICAL SHUTTER(VERT_ICAL� 2 N.T.S VERTSECnON ^ 'S N T.S. VERT SECTION ANCHOR NOTES: .4,K, .DI-PE 1. SEE SECTION VIEWS FOR ANCHOR LOCATIONS A CIOR SPACING. 2. ANCHORS SHAD BE INSTALLED IN ACCORDANCE WTTH MANLIFACRIRERS'RCCOMMENOATIONS. 3. UNLESS OTNER4YISE NOTED HEREIN.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD } /V91 FRAMING,ANCHOR SMALL BE LOCATED IN CENTEROF NOMINAL L SHIN)W000 STUD 1-.3/4"EDGE 4; N:PEDD46b4g DISTANCE I5 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING,PER APPLICABLE ANCHOR SCHEDULE). z A. MINIMEMBEDMENT SHALL BE AS NOTED 1N ANCHOR SCHEDULE.MINIMUM EMBEDMENT - ANO EUM DGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WAIL FFIESHES. C ry 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES {} STATE OF MAXIMUM ALLOWABLE ANCHOR SPACING.MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED 1N SPAN SCHEDULE SHALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXI5MG CONDITIONS MAY VARY.FIELD "/%)S�ogral tiNl Y',d VERIEYTHAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOTINTO PLYWOOD. ////i1j Illl,lt S 7. MACHINE SCREWS SHALL HAVE MINSMUM OF 1,�2'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAV HAVE ETTHER A PAN MEAD,TRUSS HEAD,OR WAFER HEAD('51DEWALX BOLT')U.N.O. LY>' 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. G 4A F ANCHOR SCHEDULES: Vl� TS'rw e9dE d6TAN0E i; Opj u A1K214R iYFE Sns's DP Tc J-B' SpNNTPFE M TYPE 9Pers Lb ro S'-r SPP"s UP T�fb" spas WTP e'A' se.m UP TP'0'-0' „C 10A0 �'OIICONN ttCWM TYPE La1N TYPE CONN TYPE COIW TYPE C1 Ct C2 C1 C2 I Ct C2 c C2 5116'ItYI TAPCDN Yl,2114• 33 12.0" 124" _12.01 13.0•' 1211 120" 11.1 11.1 12.0" 12.0" 11.1' .-ED(2899 ASI COLIC) 38 12D•' 121' 12.0' 120•' 12.0" 12.0" 12.0" 12.0" 13.0" 11.9" 12.0' �i 9" as i2o• I2.7 g}.D--fix o-' 12:8• 12.0" - iio^ Ix.o• Iza Cu3�� -12D-_n->^... , -- 53 12A•' l20 12.0' 120' _ 12.8' 12.0" 12.0" 13.0' II.d' 9.T 120' 1.)" _ _ _ _ _ 6�12d' 120" ]2.0' -120 110" 12.0" 1/A"ELCO PANELMATE,---1 -33 1- 12.0' 22.7 12.01' ' 12.0' 12.0•' 12.0" 32.0' 1x1' 9.D"_ 11.Y_ _).a•- Z OR FEMALE,I-3/4'EM6ED SB 12 -9 .2.7 1241 13 0 12 0' 11.0'• 12.01, 11.3' 2 7 8.11, 10 3' 6.T' y�T (3323 P51 o0 ) --- ` a5 11.0 127 ]SO_ ]30 '2.- ]20 120 99 _l11 71 91 59" k 53 120 12.7 120 1101 fO 120• T 120 8> 99 3 01 53" Gj,'km _ b0 20 ]3.7 120 ]30 120't�i"'i ) 320 )9 90 5,7"' ' )1 4.>"-- m. g W4;M.rAPCONGG.13/4 )] 20 ]37 120 1201 l2 D' 0 120 120 _27 130" 1201 99" g EMBEO(3295 KI C%C; 3B 120 1301 120 120 ]2 d' 0 130 ]20 27 IO B" 120 S9" m 45 12.0 - 1201 120 1201 124" 0 120 12.0' _20' 95• 1301 6.Y 53 130`. 137 127 -- L30 ]A" L 130 110 ll) 2.0 8_ 1201 6 Y'._. _ 60 ]20' 1301 2.0" l30 ]LO' 120" I30 06` 201 ]6' ll6 6.3" Q 1/4 ITW 5ANMY555C 33_ ]29" 1301 l20" lid 1.0' 127 lx0 124- 124 120' 110" 10.4- Z.V,E BE0,1195 P51 _30 ISA 117 12 d' l20 12.0" l2C 120 12-0 20 1l 2` _L2-q"_- 9.3'_ COLIC'- _a5 120 _130 120"_130 3.0' l30" 120 ]2 C`12 D` 99"_ 1 5 i BY 3 - 12 20" 130" 12.0" 120 4` 1 2.01 1241 ]��9Y' N Er,1Y,i 60 120• 121 12.0 10 2.01 12.7 120 109" 1101 J9' 9] 6.5" 1/s'A4POINT550LIPSEr, 33 12.0' _121' 12.7 12.0" L21 LI, _12.0" 11.6' 12.7 9.3" 12.0" 6.0 /6"G BED(3000 051 CpNc) 3B 12.Y- 12.0' 120" 12.0' 124 131' 12.0" i0w"- 11.0" IT' 12.7 _ 6.l' 45 1>0• 12.01' 11.0" 12.0' 12.01' _ 13�" 114" _9.2' 1.4"_ 53B.l' 1].4" SB"_ 9 _4.8" 60 12.7 11.01 13.7 ltr 12.01 91•'-12.0 7.3" 104' ST W®GE OOTANCE 11'ALL POINTS 50110-SET, 33120 _13D 120_y Zd 201' 120 1201 0.2" ld )] 316 6.01' e1 !iA 718"ENMD(3 ISICONQ >6 120 12D 120 ]30 1211 1 0'-' 120 92' Mr 6.5-1 105 5.f• �qqpp•U c.. 1 a5 LLD 1-1 I2 C_ 220 12 d' 10 4" 110 81' 11Y 51 92 .>" ¢L 53 0 ]34 120 _1 4 ]2'J' 80 120 Jl" 99 5 82 4.3' >lUa� �E 60 320' ] 0 I2 103 137 80 120 63" 90 46 75 3.0' s NWFOOE.Ilt E ]/4[LCD PANELHATE 3] 1 D" 124 l20_T-114 130'T 12 d _130 12D l20 9) 120 80' F INSERT,15/8'EMBED I2mc' 38 30' 120 20 L24 11.0" 1120 I3D 120' 120 8/ _ 113---7.2' PSI CONCH 45 l20'T�1 Ixd 120 120" 1201 6.3' 53 l2A' 130 Ix:O�1201 12.7_ I 6- 120 94 _109 57" E 5.6• yt 1 60 12.0' L3.7 12.7 105" 1x.0 B.5' 90` 6.1' B.2" 5.11 Ol%NRIIMYALkNK9N)FE 15-2349 �5 IM1Y l blNNNlro,v.E ANCHOR SCHEDULES (CONT.): }.6•MW EOOf OUITANCE ���`1--1,l L• .. ) '�/ y!_R_ ANCI�ON TYPE 6Wn up 743'd Span)Up To a'41• Span Up lc S'I• 60an Up Tv 6'?" 6wn4W TD B'd' Span UD Te ttl." �� C '� LOAC cOW TYPE CpJN TYPE Cqw TYPE CONN TYPE CONN TIDE l CONN-ktICCN,gF'-,..� �SI AE `'p°ncl a cl a I n to n c1 n Mcl U 4 S/16•uc011LTNACOY, 33 IT D-17 o ll! 12 0" ..r 10' 7,0" I1 6 2-V4'EMBED 7! ITP Iltl U.tl 102 l2r )9' 1]0 b3' to _ {S 21D 109'_ 170' 9.0 22,r 6.9 I)Ps6 9.1 /// 16 / ..55'•• gip; SS 0 4 11 tl >.9 11--r- 2r STATE OF .' U 21. _w atl B:P r uD__ -31 Tr VI' U.S' sr lDz )� HCV ULTNRCON,2-Vf' 13 u S' ILO" 11 B' 12 C u r .r tzo 9 T R8' 6.6" ?.r S 5 D 3412.r ---U-w I:0 ur_mr ur BS• - 5.9" 66 m f9'/ '/)gOMALti x_ 5 6 D 12r 114" 120' 1.$ 12r B r LUX )Y' 71 S.Y 5 P G/' 53 12 324- l20" 101 'Ir )A' 9r 6r 6.1 16" 60� 1Lr ill' 12.r 9.! 109' )t &T SP Sr : 10rN MI_____ U9"P9l TAICRl 56,IdN 33 fLP 11.P lir I ol 120" ]1A 12.r 12r lar 52r 1ZA 99' MElO Je_ 1w 1t lir 120 lir UA u- 13r 13.r 10.r 109 6.9' 45_ 12. ILP lir ]Ir 110' 1L0' _]LR' 12r Il_Y 9 9l )T 53 12P 134• 12r U. 130" _lir 12.r'� ll5 10.6 B.3 _&) 69' _ 60 52r_ LxP � 12P I2P 11r i2r 12A" 10{ AT )T __80 61" b0 y4'IM 6AMNY5 SSC, 33 12 0' LZ P _I2 P 12.P 12.P f2A' ]2.0" l2 P 9b'--AY >9 B.7"- ~ ]-12'EaMlm 38 12.P _L2.P It p' i1.r _U,T 12.P 12A' t2.P 8.i' _81' _).2"-- ).J' --45 12.P 11.r_ 120 12.v t2.r U.& t/.l" 10.6 )J' ).T &9' 64' .Sl 12.r t3.r 1LV /2.r 11.r 11.3' LOA" 9j' 49' &r S.)' 60 t2.r f2P 12.0"-- Iir I1.6' 30Y I 91 84' 6A" &I' 52 SI' Y _ 7.P IA1 ED0l D19TANOE A2CNOB NOTES:SEE SHEET i 114"EIGO PM ELNATE l3 12.r ]3.P 13.P Ix D Ii.r O.I _ 120•_ e I 3Lr S T 11.2 _W4r 3 fOR ANCHOR NOTES. INSERT,IVZ^EMBED k-__ 13.r 12r uD 11T Iir 9d 120' )_J^ i l3P 5Y 101' rrrrrrrrrrr 5 T Ii.O' 12r 12 a' 10 3' IZ D 70 110" fit TOT 16 B P G S3 1E.4' IIA' 13.0` 120 S6 9{ {r TB"_ mel 60 1]0 10.P 1l 6312- 6.4 11.9" )l a`yyf Lb'Y W EDGE a6TANCE •e bpW up,34i' - Bpn Vp T01d bnn UD To6-i' Sgr,s UD Te Yo' SP'4 UD TORS' 6p4n9 Up T01tld n tl lamD C9tw1rPE DtlN TYPE caw TYPE COW TYPE carve TYPE: carve TYPE L•„ � e clT C2 c+ c1 cl a c+ cx c+ c2 Cl u $S llr ELCO PAYlIALm MAIL 33 13.P 50.1' 114" B.3" IIA' 64 9 S Y b.) T l)' SS' 3r aPEMA1E 1-114"EIIBiD ___ _. - - Ie_ l2 V 0.1' tLP T.S 10.6• S T' B.S' f 6 b.0 3 _ r N_ lTU ).9 l.r 9T 59 )5_ 11 53 11' 53 uG T.P MI S.T 8T {f &6" l6 - a: 3r F 3 1r 60' 33 l5 � UI'1TWTVOLA SG 1-1/� 31 _12.6'• Ilr 12.P /2r_ LIP uD 6' ILl' 8 = f"m b t2.0' /2.r u3a. lir Ilr--9S 10.0' ).)" S.r S.S 19 !L4" 12r lz.r SO.T ll.Y 8J' 89" 6.8" 6: a.9" 5.1^ IA' -__. iq-V .. .__._ __-_._ 5] 124' IUi' 12.P 9.!' IO.r )T ).r 5.9' 5E" 4.6' 6D e. 9.r 6s it so si 1.1. fz 3Y _ 1/9'ITW 51a91Y5 SSC. 31 120 f30 r 121Dr ]Ir BI l2A 6C 9] 46' 76 r aL•ss,1 1-2/4'MKD 120 B4 124 69 U SY 8.3' 4] 5 4 38 _ ui D` il9' 12r 9B l2D )b 111 6l R pQ 9__ 120 105 i u2r B6 l2tl K I03 -54'---l' 16 60 3Z- 52, Y 51 _, BGGC]3[[ 19 ,1] 1/1.4LI01MT950VPSEi 33 120 1I 130 105 ]74• 6.t 09 66 69 4 _ )ir u1NlD EJo9D PSI mNc1 3B L20 I3.5' 12P 9_9 liX )r 69__ 5.9 6.3 2 ST )T _<3 12r 10.1' 1T0 b,2 9.r 6 )9 SZ 5.6 3l i 46 It 3 7.1 B.r_ 56 70' S _S.P 60 I3 0 8A' TOS 6.5 B r 5. 6.!' 4.1- _ ar wlEeDE anAMCE _ � 1/!'ELCO NN.rNTE J3 2 r N9 12.0" ]r 1]P 13.0 PA IR59T,1-V ".mJB 20- l2P _ ITr ILI�12.r iT 120" )G 12.r SO' 100 {t S l2 G' litl VO 100 12.r lT 1].r' &Y 0.6 14' BT �'" �� mnaD4Maw,BIMNDI6 53__- 1zPu9 s.-B I uv 6r - Iz.9• I sr 9.3 )r 15-2349 60 ]2.r 9T 12.0' 8.0" 12.r6T 11.7" 5.0' 8.e• /-).0' 4'W EDGE 018DANCE I DE4nlPtmn: Ytfi'ITW TWOR ILL,1-3/r i 31_F--�C2. f0.r 11.0' -�8.4"_ 12A• 11, Lr L1.G. 9.6' 9.]' l.S" 11.r 5.8" -12.0" 4.6" IO.Y N- 6.6' 5- 5.1^ 17.r 41' &9• 1 .s6.1' 12.r J.T 11.6' •L" 95' TA' 5 e � /a ANCHOR SCHEDULES(CONT.) TANS �A«N�T'o.B. L{•MIN EODE OIBTANOB „*,: +1M Ht;7^ILLI ANCH00.TYPE 6paM IIC To 4.' SD-Up To 4W Spall UPTe5-T' 60aM Up TOB.' ROMMUPIPB." 6paM Up TP 10'-0" �i0 CONN TYPE GONTYPE COIN TYPE CONNTYPE C04N TYPE CONN TYPE -tie' c, C2 cl of c, c2 c, . ci v c: c2 1!1"HANGAR-T,TEMBEO 33 12.0' 9.3" r11.)" 11" 9.>" 52" ),I" 4.2" 1 5.9" 38 11.0 I2A ILY 120' 0.6^ 103 68" 8.6 4] X63_ 3B 5.2" __. _ 9 i! 45 11.0" 12A 0 1^ 11 3' >.T 8.9 6 0" )4" 43 3 4' 3 .5" •!��� - y 53_ IOT 12.o 9]^ _ At 69` >, 54" 64" 3.8"' 4m? -_ _ 60 99' I9A" B5' 8.8° 6T 69 SD' 5A" 34" 41 28y;V6 l/TELCO PANEIIMTE,MKE 13 12Y ITA" ]LB' t20" t9^ 110" )D' 9t 49• 6.)^4A S6' tail 607 QFIIMA1El)+8"EMBED 3B ]20 I3A" 1Q1" t2p _ t]` A) 6.1' Bl �4 59'_- 36 9' Q n 45 11 3' t.0' 96'-- 30T ]2" 8.4 5)" O' 40" 5f 32 41' 'J51yj «q 53 1D1 t)_5 06" 92 66" >9 S.f" 60" )5 29 3) WW H•'G SPG 6D 93" 103" ).9" fl2 59" 65 4.7' 5.4- 33 ID' 2) 33- 1/4"MY SAMMY 55C OR .__33 f2.0' f1.0 11.J' Il 1' BC B] ),0' ).t" 49 4x. 2x5 TAPCON SG,13/4"EMBED 3R 12.0' 12.0' 10.6_' : 10.D" 9A" l8" 6.3" 6.4" 39" n.p"___3.];J.]'_ y0 53 ]D.0` 9.3' - BA' J.5" 6A" 59' $.D' ♦.8" 35' 3.5" i9" 1.9" 60 9.T BA` i 1.7' 6.8 I 1•�1lD�0161AMCE 4 5116"HANGAR BOLT,T' }3 12.0• 12.0" 13A" _11.0" 11.0• 12.0° 9.9" f2.0"_ 6.B' 10.9" 5.6" 9.1` f340E0 -38 12 0" 20 12 0" 12Z 1.4" Il 0 9 45 120" 12.0 110" 120 !01• Ila B.D" 1 56 B3' 45 69^ 53 20" 124 12.0` 12.0 91' SMS ).2" 96 50 ) _ _ 60^ ^ 60 12.0" 12.0 111" - 120' RA" I0.3 6' 8fi�- -46 6.0 3754" �Le$ R O d AMfN>fla NOTES:SEE SHEET 3 FON ANCHOR NOTES. "b�Y^ EDGE DISTANCE g ANG110R TYPE Spw Up T. "MY,I" SUPT Wr SP UPTOS.' I S-*Tc6'1Y SM-LN.TU IO'." Y 111000 LOf/JIN TYPE COan TYPE CONN TYPE CONN TI•PE CONN TYPE GONNTYPE �yy Cf C2 C1 C2 G1 G2 C, CI C, Gl G1 CI b S 1/4'HANGAa BOIi,i" 33 12.0" 12.0" 11.0' 12.0" 12.0" 11.0' 4.8'- IO.R" 6.8" ).9" 5.6" 6.5" TM READ PENETRATION_-�__.�.__ __ _ 30 120" 31.0" 3Z.D" _12.0" 11.3" MLT _8.9' 9.6" 6.7' ).D' S.]" 1-SB" I20"- 11A' t10" IO.I' 10.2" >.T 8.4"X5.5"_ 6.1"_ 4.S' 5.1" 12.0' 1i.9" 11.3" 9.0` - B.8" ).1"_ 7.3" 4,9^ 5.3" _ 60 ..11.0" X2.0' 10.9" 10.1" 8.3" 1.9" 6.5' 6.6" 4S 4.8" S.r I 4.a'� I/4"ELCO PAMELMATI;MALE 33 2 0 11.0 11 D' 12A• 10.5" _119` 8.} 9 6' S$ )1' 1 T r5 9" .. 0 RTETPATT�JIB'TMREAO 38 l2 0• IIA" - -w 11A" 9.6" 10 S >5 0)" 5 T 6 J' 3 5 1' ^ n OS 120" 12.8 Ilr !16" 8.9 91 6.] >S' 4T 55._ }8 4.6' _ e 53 10 120 mr L.A ]6' )9 5.0 6S 42 4A' 31 D �1 q tl5 6J t O t 2 92 A .0` )1 - 5.55.5 59']83 3 3 36' `D' U4"TTW SAMMY SSC OR 33 l2 0` 124. 12 0' ll 0` 11 5' 9A 9.1 )T _6,E 5.r S.1 6 - Y�q F TAPCON SG,1-3!4 iHREAp 38 l20 12D 120' 108" 1D.5' 84' B.3 69 5.t^ _ 9 _ J iS of , PENETRATION 45 12.0 IMS 120 94 9.Y Y3 TA 60" 5] 3' _53 l20 101' 109 83 B3" 6A 66 52 46 38 3....- 6. 8 60 19 9Y S.R. 14 )A Sd 6.0 -4P 2 34 35 18' e 5/16 MPNGAN BDLT 33 i2.V 13A 130' il0 120 120' 12.0' 120 a. 120 t 70 10.1" k 3•THREAD PERETNATION 38 20'_ 130" 120 120 120 110" Il:] 120_ )) 10B 6r 90 k @s 9p 45 120' 12.V 11I 20' 12.0' 12 120" -V LIZ12.0" Sr" .1 5.1• 6.8 Ip 60 12.0` 12.0" 12 A' 12.0 10.1' 11.T B.2" ` S.B"' S.'�-_]1" 4.Y 6.1" C9npl�TiMM�b4p¢6Pf 15-2349 scANN6 10 A'ARE OOCRII;IOR: