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HomeMy WebLinkAboutProduct Approval 7/20/2015 Florida Building Code Online - ate a r� t p 4r 80� BCIS Home i Log In User Registration , Hot Topics ; Submit Surcharge Stats&Facts } Publications i FBC Staff I BCIS Site Map I Links i Search i Business,('),") ER PubApprovalProfessib ! Sll Reguia.tiOn Product Approval Menu>Product or Application Search>Application Lis[>Applica to ail E I Application Type Revision Code Version 2014 Application Status Approved OCT 3 U s Permitting Department Comments Archived St. Lucie County FL Product Manufacturer American Shutter Systems Association Inc. Address/Phone/Email 4268 Westroads Drive ' West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com ® Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative f 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 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 Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpJ/w mw floridabLilcing.org/pr/pr app o.aspx?param=wGE\XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7/20/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products _ Model,Number orName Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions I Approved for use in HVHZ:No FL389 R8 IT A.S.S.A. INC. DRWG,15-086,r)d 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 psf FL389 R8 AE A.SS.A. INC. PER.- odf positive ASO load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'2"for 110 psf ASO load for HV3 blade Wo window blade and W-11"for 62 psf,9'-6"for 155 psf HV3 blade w/window blade working in 1 unison.Max.span for HV3 blade w/o window blade for I installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 1389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Umits'of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A. INC. DRWG.15-085-od Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 RS AE A.S.S.A. INC_PER,-DRWG, 15-085 HV.Dd p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI. blade, W-0"for+64, 1-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HVI and HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans nand pressures, I .. ........ 1389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks 1 COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection- Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 IIA„S.S,A, INC._DRWG,15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other.Large missile. Max. 16'-0”span at 30 p.s.f ASD load FL389 RE AF—A.S.S.A. INC. PER DRWG.15-084.pd for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively knack tycr.4 Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone;850-487-02I • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by 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 emalls 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: ON W R9 M httpYhvww.floridabLdlcririg.org/pr/pr_ppp_.#U.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 D COP 1.....*.J,.CElVED . /J,,pp�Cpppppp��qq�4 GENERAL NOTES: t•8U6AftDHCUDE. AODORW�ON N!�i ER SHM WY 8E MW CtSffLtA V tUATION!TCH PED. VFIUFIED FCR WYPLU4HCE M MIT THE 40JAU'JN EOIDa/1 Q�11H;�-om DOW WHO toATS STALL BE OCTIW INED AS PER SECWH 180 OF THE AAWE MENTIONED COOS MR A W=(PEND SPEOO RE MUMM of RE RIaL7Lc +MRI. �,}. }. �SABLE OF CONTENTS TIE E IAL ED WIN A DIROCTONALM PIY M K"A%USING ASCE 7-10 FOR VSVWSIONS UNDER 2614(30t MOW)RD ALD StNtt RNOf£% ri'1 g D e p a! (.men l DeWN PREM RE RUTNCS'NOM'JRW ON SWETS 12110W 17.23.20.28 A M. IN ORDER TO VOW INE A90M CONDRION.IAT2 W OESKH TWD,LOADS DETERMINED PER ASCE 7 SO SwLL GE FIRST REDUCED 70 AS.QIt (� }. AREA.11 llY 8tA1)iS�.{�At III 9Y MLrITRPLYwa 1Lm1 BY 0.d N aRorx7o co WARE TNESE wJ 4NL("o).DCM P�I1RE RATINGS D7gCl1'1ED ON sF1EE1S 12 TKRu 17 23, Lucie l�wQ U n I.y, FL . Gown Him SHMT t N ORDER TOAQW THAT ANCHORS ON TRS PM.AS IES7Fpi,HERE NOT MWRESSO&A 33 X INCREASE IN AMAWABIS LOADS POR WIND tMD3 WAS= USED N IV=IWA35I3.eERAP1 SYM COMPONENTS 1-71 SHEr 2 H.V.ACCOR W SIRRIER SYSTW'S ADEWACI FOR MAD AND LARGE 16541E IMPACT LARD HAS BEEN VETtlF=N ACOORWCC WRH SECTION 1023 OP THE ABOVE ME111DNE0 CODE AS PER An. bYgip,)COLVO Nl'pTS 21-17 SHMr 3 REPOM - TYPIM SHUTTER ASSENOLY 3" SHEET 4 -HM DIME 00114x1-03.107/8,01-03.f1001.01-o0.11214.01-116.f0.317.02-00,/06OL01-tO On JMIOA1;-11 As PER TAS 201.TAS 202 AND TAS 263 PROTOCOLS -W WNOOW BINE @/OWS.01-08 AS TAS 20t,,202.a 203 PPOTOOOI T ALD O'M8.O1-01 AS PER TAS 202 PR01000L. • AREA 21. % 9l r71 AM NV � Rt"Is �$E ApPr3GBLE) -HA 8U%w@ f6F22A1-06 AS PER TAS 201.TAS 202 AND TAS 20 PR0700044. TYPICAL SWJTXR EELYATION d MOLT ON LOCKS SHEET 8 I. 2.1N BUDS w w mm&K mCi 1F cliE11'IZED t0/PORK N Uf4g IMF H LVH Mm IN MOB mm we COSIGN P(EESUM Two"FROEI 00 ZONE 8 TO Krum 20NE 4.OWN 628TA WION DETAILS A-&0OF1CJrfF,/BLOCK SHM 6 WIND ZONE W5E OE CLEARLY 109411M N ACCORDANCE■RE CHAPTER 30 OF ASCE 7-10 STADERD.ALL MOM=CONDITIONS AND FATTERER TYPES SpIDUEES WSr 8E APPM TO THE INSTALLATION MAU F-4 CONCRT/BLOCK SHMr 7 Ga> "PONONO WIND ZONE TF6S STINL RYCLIR6E REOUM811ftO1 WR MN uEPARA7ON TO LATS&OHRDTATON OF WDA 2OHES 4 AND 6 AS iNDLL AS IMr OF COYPOFEOEES 05 HV[RACE 1 CORD MATE DEWS HV SHM 8 a 2 ACOORGiON S1RlIIEAS SYSTE6L4 POR f711HER WIND 2018 9HAtL BE PRITARED TWD CEAT9TED BY A FLORRN REGISIE7HA CR ARCHITEOr MSED ON ERRIDNO CMMICIMATIOH AD ASCE 7-10 51AEDIYIq,AtdO SEtRI 8E TO TktE BURCkD OFt1gAL AT THE T@l6 PEREtIF CS APpLED FOR CEIEEER3MTE ALTt7Oiil1N0 EIErABS Rl SHEET 4 - HV BV�DECI,�V7D 1N A11740W BUiDE TO NORI N iR890ti WIT[FACIE Ol1tER UIOF]i THE CENF7tA1.tAgTAT10N5 AD OOWWIV S OF USE RIO WED ON SHEET 26 CENTER451TE DEIA S NO SHEET 10 p p0P ENO CQtpamw OEM$1-6.WE REW/Stm SHOT.11 3' WAXAM SPM TABLES SHEET 12 SE ST VAIN M SF13L 1RR1�1 0 S�TRQM ALD 100 AM MI SRE SIpENOM �TOO DIM'BERTM W 7OACROSIELD S ALD T4X1��SYSTOW 53 4WWA0M BY �H.SCEP CONCRETE�EtACEO SHEET 13 APPROM COkTNO APPLICATORS.RewleRED%M=gun SVSTM ASSOCNTDN.PINS MUST TNFM INE IN NARKINS ON IBM NFID. 4.ALL ALUMINUM p SPEAR.BE AIRILWRI MomTON ATOM AND TEMPER AS MOVED ON SHEETS 2 AND 3.LfINDM YIELD SIRENOTIE FOR 6063-14 AM IS 31.7 MI AND 38.7 kN ANCHOR SCFROUW-CONCRETE&am SHEET 14 FOR 6005-T6A11at ANCHOR SCNEVM WOOCREEE kBOCK 5112E 18 S.ALL SCR MB TO IK STEEL 304 OR 316 ASI SERIES OR COMMON RESWAHT COATED CARBON SIM AS PER DN 50018 WITH 50 W WL MEED STRENGTH AND GO kA TIN.7ENSRE ANCHOR�'WOOD SFIEET 18 STRENGTH 3 SHALL COEEPLY Wl fWRTOI BLAL M ME SOMM 2411.3.3.4. ANCHOR-SCHMU %VOD SHM 17 R75TALATWN DETAILS M-R.WOFO SHEET 18 e.BOt73 TO SE ASIY A-307 OALVMaW SRA.OR AIA 304 OR 316 S'LM SWAM STEEL YAM 33 W WNW YIELD STRENOMI. INSTALLATION IMTAILS S-14 WOOD SHOOT1Q 7.SEE TEE FDi.L wm WEETS FOR ANCHOR WWWARm W 81MEQ 1314:10.16.17 a 2M ,ENO CONNECTION ORTAM3 7-12 a I,WOOD SHEET 20 W MADE •20. W BUD- 0 WCRMD n UWSW.13.14 a 16 AREA 3, HV MADEf'a ONLY 8.1128 7AN HTifAL Gawpv.ACCORDION%WTTEk SYSTEM BEARS A USFNF.PATf6779AM COWWOn OF IMS APPROVAL ARE CMEREO IN WME OR N PAR DR RV,IM PAT18"450,176 6SUED TO TYEMCAL EET SHUTM ETEVAMON R NOM ON LACKS SH21 FASISUPPLY.WC. WTAUA71ON DETAILS A,-W.CONIAETE SHEET 22 S.IT SILL BE INE Rmpmmm OF In cONHACTOR i6 YERFY INE BOIIRONESS OF THE MUCIIRE*mW gRIm IS W BE AITACRw 10 OWN PROPER ANCIIORM-t CORTRWM TO CENNIUTAIE DEM to SHM 23 SEH/OWtN AL 3MMIER OOW0NENF EDGES WK0 RM04 7EE61 FASTOWNi N cONTMKXn CONTACT WFH THE WWW 10 PRWW WEN/RAN WRIWOR. am OOMNEg0N DETAILS 1-8 at x60NCftwRLOCK SIM 24 10.EACH EAST iAW 6EAR PETNA SW LAM IN A VWU PIACE TORE WARHNIL NOTE:OUkiilA PERLO08 Or 1RRfR>GNE YIARMR. HOME OMELET TENAN►.OR ONRHfA,laW tMTOPERLY QASE ALL MA?UMUM SPAN TA91£S - SHEET?b _ HV ND TMD CMEWYM AND OrAM OR I=AL IN AND NO LACKS. ANCHOR SCIIE'DUIE•CONCRETE SHEET 28 11.SH UTTER INIRXACR>R S UHA 5}tALI NLE LCCARD ON A RFMiY VOSE LWAIOR N ACCOPoSOH SFDIFER IN ACCORDANCE WmH SECFICH 171483 OF 110MA,B1DDOt8 OWL ONE UAEL SHALL Be PLACED FOR alul OFENMA UBELNO TO ODWLY WITH SOCIM 1710.&2 OF THE nOFM BUKOM COOL l Ate':..t SAM ONLY 12.OEEI1Ut HEV.MCORWR SHATTER M-TUES*nTALATOH SHALL DOMPLY WITH SPECS INDICATED N THS WANING PLUS AiY BUIDW NO MMRMU ONS PROYOED BY THE AMb50om . MNHERE POW IS APPLIED TM TYPICAL WINDOW BLADE At ri NOUNWIAR. SHIET 27 13.(a)THIS P.EQ PREPARED BY ARS EN004 FR IS DMIRO AND GOES NDT PROVOE SNU MA710It FOR A SRE SPE IC PROR=L•.YMFRE THE SEE CONCT1 n Deme FROM TEE PED. TYPKAL S unn EIEYATIDN SHEET 28 (b)CONERARJR 10 Be IIESPCNSIBLE FOR RE SnfenoN,PU'ROUSE AND INSTALLATION INC UDW LIPS SAFETY OF THIS PROCUCT,BASED ON MB P.E0..PROM M WAW DOTS NOT DUMiE. AREA FS., tRr lEDN1HNt BEhn,�(T�()N�y - FROU TIE common OEDMED ON 7165 OOCUHEEPF.CONSIRUCRON SAFETY AT SIE LS HE CANLRMt WS RFSFO}dleam. (o)IHn P.E0.MALL BE CONSIDERED ONAUD K ALTOW BY ANY MEANS, - _ WSTAWIION CHEATS„METAL S1iFDYAILS SHM 78A_ (d)SITE SPEdHC FRO.IECI'S SHALL BE PREPARED Iff A MOM REWFERED DOWEER OR AMMWT YMON V L BECOME TFT:OMMR W RECORO(EQ.R)FOR THE PRWECT AND WINO WILL. " RE5P0 WR E WE PROPER LSE OF THE RED.010W OF RE'OORO.AMM AS A DEIFCAIED ENGINEER TO NNE PLEA EIOWOR SMs1.e1r1 TO•MIS LATTER THE SOE SPECOIC (a)O WNA P.-0.SHHAL BEAR THE ONE AND ORIGI M.SEA AND WIATURE Of THE PROFESSIONAL OWRER OP RECORD THAT PREPARED R. FLORIDA BUII.DiNG CODE Nigh *4pft sm icOIM Za16 f.+' •. ! �La RInAA - 0 2015 EAMM METAL SUPPLY.INC. LINTS ORAWMIG SMI ONLY BE USED TO OBTAIN PERMITS IN THE SrA1E OF FLORIDA ��� Q.•''' ��i� . � H THA HVIA, L ECO ■.�■ ■,AE■ Accordion Shutter System WbG AmericanNO COMPANY .Sh~ Systeme Y. ALOE tt OR TLK T►>lmoN TOPMA d TLV Room, W-9 AMAIN 6W aY N^X 3W 5L. VWUMMo 33t Asucal Edon. Inc. t p0 Ei-tR J1671S D4 13 1 Mqm,_(soa}671-1650.Fox=(306NA7f-1631 4288 Weelrpoft Drive 2 Beech, FL 33407 2 ORAWINO No '�'i�`' ORlDp �� b01L WDet Pelm WAL"MC�uLff"107 s �HEET 4 ,tet , 1 r1lr�IDt]E 2 iWOES- 4v C@WWAAMOV,O O �HV UfRSALFLOATERD UNDER US PATENT f 79 COVERED UNDER US PA7ENF/34b8t79 � QWUED USE W/6005-T5 ALLOY AND iiLPER QUALIFIED FOR USE W/NY BWE;(J&(DtE�T AtOUAtT Ifii'am 6003-T6 ALLOY AND TEMPER tUSE Wf,WENDSEE U OF USE OF 8 ON SNEET 28 BLADE f2' TEMPER ZQUMJFICDI-, LIM- � QUALIFIEDBtA FFQI(�t�&{203 ml HV AW.,FLOOR T 6069-16 ALLaY AND-TEMPER //KHV QGItUREO / NY BIJIDE�Qt( 0WX 1@ QV_ R/dNGUARD 6003- AND TENDER .6063-Te_ALLOY AND TEMPER W URRED FOR USE W/NV BLADE i &2. VAIM SAW' 6919-T6 ALLOY AND TEMPER ir 8 .100 •t • e74 1.666' , 670 ZED C£ILiAtG NtEADER RUSE (t"}ONLY 7 HD CEILING Hr ED FOR USE W/ KV BIAOE I ONLY, © '��W B - ALlai� Atha MrfR`"' QUALIFIED FOR USE Wf NY BtaDB tQ Q i�.�N�� IL��HEdi}ERISiLs SEE SECTWNS FOR Y SEE SECTIONS FOR VAUDRY. OUALJFIED FO$USE W HV QUALIFIED R1R USB W/ttV BWDE T &2 6009-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 60 _l3L�AE}AEIL(t)YOANO TEMPER 609346 ALLOY.AND TEMPERO O COMPONENT A E T1 T2 11 Y •t 2' 2` f25 S`MAY. IN Ifir W(D Y 3` 0.000 2' 6`WI%. 0.1w 0.14Y WO q CORNER i505TS (16�j SiD£ AItGLES' ALUMINUM A1iGlfS 26` r MAX oleo- o.tW NvQ QUALIFIED NusE wj WFlED F USE W/riY QUALIFIED FOR USE W/tri BLADE I &(D BLADE l!&© BIAUE (S€E SCHED _ - . 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 Al/AY AND TEM AN,1111111111l1/y/! FLOM BU NO CODE An HighYekei Runlems Ione Q� Q,•,......,l���i� d4 2at5 03mm MElR.50PPI.Y,W. BERTHA HYD+ AsSuS.,�, m, .Accordion Shutter System • American Stiuttar Syatama Y.61ADE t MON.V. +NNY.EIAOE VWT TESTM k ENGINEERING COMPANY ELM o Aaaaotatton. tno. , otD n•», ah ,e 1wa w 13 t5 U. 11 0376 NR 3MA 94.S0.30a NpPN WfUM 601.0 031 %y {soatar:-fasa.Fm t(307)e'ri-15314288 We6tr00d6 Drive 2 NG No M7-� West Palm Beech. FL 33487 a 15-084D P.E. SEN(SIGNATURE/DATE ' I u,m s 4 SHED 28 .7ES• ss" eMan PAT,a •` • (2 TP RAM FOM own 8 Ln TEEr •062• R •- A7 BRASS 417lMM BRASS&REVS MNODt 21 HY CENTERMATE •0 LOCK— FlED FDR USE W/HV BLADE 10& ONLY QU ED FOR USE W/FLV BLADE 1 dCENT"t ONLY s•• QUALIFlEE0 IR USE W/HV ®QUALIFIED RUSE /HV 6063-T6 ALLOY AND TEMP 6063-U ALLOY AND TEMPEREQ BLADE 1 & ONLY., BIADE�&® LY. NAI FOR USE W/HV BLADEQ)ONLY 4 250.60. 4• 6063-TS ALLOY AND TEMPER PLASM HEW 754 o 2.OW 1.75Y • 'Am FwE71ND RIV y r ;z S S.•�--20 xSCR/EW 1 90-20 RIVNUT* --T _ D+m 6u,sEAr.PAR/aezo,AS wAurAeluarD rrc RiBEl FTONr E1EYAtK7N I CHOW TEKvwK PAawpE/,Wx JUM 07054 OR EGUM. PLAN ~ M TO LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY ® Hy—FEMALE CK CENTERMATE ® QUALIFIED FOR ® QUAMB) FO USE W W 6083-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE L ONLY Ty/Hy g�pE 1�ONLY BLADE V& ONLY. ©OVALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPS 6083-76 ALLOY AND TEMPER 1.9CYLSMER OR ales • - - .«u KEY Cng(C s .214" .. .2+4'• - • - 'o • "' L 0.876•MM. 1.126•U" O3 QUALIFIED-Ta ALLOY AND V BLADE i), & 2 ®QUALIFIED FOR USE W/W BLADE(l), &12) 8083-76 ALLOY AND TEMPER W D-FOR USE W/W BLADE ,®& 2O RN VAR 12•MW. 6063-T6 ALLOY AND TEMPER 1917 14 r ACETAL 31/2" CnMER (SEE DUM AOR STU KEYR 313 15 1.76 Mm.' ® LOCKING RODS 1/4•A ®HD LOCK s•� QUAUFlED FOR USE W/W BLADE10&© ®1� 8.�-�6 �.�� w 1 X 0-20 AISI 304 . 6Y REGENT HAR6WARE MORTISE LOCKS Sv=2333 HOOK DDLT LOCK. 6063-TB ALLOY AND TEMPER QUALIFIED FOR USE W/ W RADEOt ,©&O 0 05INSTALLANION WILL REQUIRE A 7 HOLE - THUMBSCREWS QUALIFIED FOR USE W/HV GLAD do FLORIDA BUILDING CODE Mon h Velocity Murrrcan0 Zone OMLLFD AT TRACKS FOR PROP BEDMENT QUAUFIED FOR BLADE Oar 0 201$FIST M METAL SUPPLY,INC. ,,.�\� ....: .•�., BERTHA Hv,N •VCE• '•`� ASS A ■■ w Accordion Shutter System rL E C O 1Nc. ■ ■ ■ ■ V.BLADE 1 W OIW 0 ILV.WHO BLADE do RV.MA ;huller Syat®meMv.lk BEM*PM I SATt I op"M Em M.L. 'c STATEOF = TIWT TESTING & ENGINEERING COMPANY Aseoctafien. In*. 1 OLD+1-fu 04/0/0 WE, 04/13 1s � t� mm h Sae.n,5+.SPe.WaF=O(3D5)5 ftNWA1-153 m+ 4268 Weatro0de Drive 2 PAPn.:(306)e7t-1630.Fm::(3B3)e7t-ta3t DRAWING No �iry'FSS/ NG\?``��� —0e. , oom West POIm Beach, FL 33407 3 15-084 �. ONAL� .• WALTER A.TO Jr.P.E 4 a�A` FlDRDA Ue.}area 6 SHEET P.E SFJI� ICNf►�URE/DAW e 3 )F 28 ro pin FSHUTTER ASSEMBLY SCHEDUEF-FOW-1 SHV g HV Q HV 'A AND HV Q BLADES. I (D HV BLADE 1 Q HV BLADE 1A 2(3 W BLADE 2 KV LONG RECESSED NYLON BUSHING @ j or ;9z 31VO HV SHORT RECESSED NYLON BUSHING W NYLON *HAT WASHER EXTERIOR 41 4T W WHEEL CARRIAGE AISI 302-303 SERIES 4 2 0.870"X3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS MQ or(Z @ or @ lJ @f-N 6SEE NOTE FOR @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD QUIREMENTS) (10 or Q a— J .JU @ HV 2 .3/4* ACCORDION PIN W/ #8 HEAD EXTERIOR @ (SEE SHEET POLYCHREET 27)BONATE IMPACT RESISTANT HV WINDOW J Al BUM NM M=r FM TYPICAL SHUTTEH'ASSEMBLY - HV (1)W PIN®SHALL SCALE- 318" I'LL ALWAYS BE USED AT ALL E)GERIOR EXPIN TERIOR OR AT IMMMIES (SEE NOTE OF W ACCORM14 SYSTEM W/W(j)OR 00.324, BWS XHUCKLE. * FOR (2)W PIN @ MAY W USED N LIEU Of 0 AM �04 ONLY AT • REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION 1M I BLADE WHEN CORRESPONDING TO MWALLAW 'CO'!NS AHO 'OG' SHEET 22.' ei (3)W PIN 0 OR W1 1/2'0.0. 1/16"THICK S.S.WASHER SHAM BE USED TO&DIRECT MOUNT 1IMMUMN PER WAR.X. SHEETS 11 &24. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. H.T.S. FLORIDA FenuiIL DING CODE (Ron High-Velocity Hurricane Zone) 0 2015 EASTERN META.SUPPLY,W. BERTHA HVTu MIL E C 0 sac. AwSmSmA. Accordion shutter systein V.MM Amerfoon Shuffer Syafwns It W/CR V/0 H.V.WWWW RUDE&H.V.BUGE L TILUT TESTING & ENGINEERING COMPAW Mv.a Deseftym DAR WW#M 3WL V,R 30%VAC CMDOM FUUMA as/ u A"odallon. Inc. I OLD 11-114 Wf$/13 oAe 04/3 18 R— 4268 Wastroods Drive 2 DRAWING No x West Palm Beach, FL 33407 L 1111111;0"' WALMOAZIT"ff"i P.r 4 15-084 P.E. %AL/SIGNATURE/DATE FLORVA U.10167 5 SHEET a a • a *N�j�a ON HY. L QGKS AND CE,� AiATES: A O C O • N U f T � ` W . 1. •ONE rN LOCK 4 w @ Sw.L 8E UJSFDOR le ARM To AT 1/2 OF SHUTTER SPAN MRANYSPAN SPAN UOC1C ' of W MAT BE USED ANY AS AM tN51DE OR OUTWE F.00 .AT105 "UICHED OR¢$ IES W(Z) IA I�20 x 1/2"LONG FIAT HEAD$.S.NS.LOCAITON OF LAX(SHALL BE AS 17[NCAIt�ON r TYPICAL SHUT] 2'. IF DESIRED.FOR 8E71Et2 PEItFORHAFICE p(�FOR SECURRY PURPOSES,UP TO iTYO W ®a kOCKS9 �Y 8E tTSEO AS AN INSIDE OR dUiSIDE LOCK.CONNF3M OF LOCKS TO CFNLERMAIES OR®STNLL LTE AS INDICATED ON NOTE(1)ADDVE, LOCA OF LOCKS SWELL BE AS ON= ON TYPICAL SHUTTER ElWMON. 3. 711t�lrl # LOCKING ROL>SARE NOT REQUIRED AT E POS(RON.BUT MAY VIA- BE USED IF DESOTEA TO ENHANCE SHUTTER PER LO"G ROD$ OR AN ALIERNATTVE DEVICE MAY A M 8E USED AT STACIONG POSITION(NON HURRICANE POSITION}.4.D DWALIXIONS AT AN 'H�I MM ff" ONE HY tACK 11E USED AT ODRNTR CFNTERWgES FOR ANY SPAN ATMTOP& 5 CENIMM t 11 -LOCK BE AS-20 LON.RYHFIAT HEAD S5.MS�WKMEXING ON TYPICAL SHUTTER EtflIAiION.� MAXIMUM SHUTTER SPAN SMALL BE DELENMNED AS PER SCHEDULES WNOWN ON SHEET IZ v � . a>F a Off AllEIMIE TO WW= A In O&Y FOR IN IIA gg OrtE ALTERNANE}A(LOCK MAY IN UEU OF HV TACK or FUR ANY SPAN AND �.1 - q NST TINS ALT ANY(3EVATWN.A Me Mg 7E LOCK_ MAY BE USED AS AN DE OR Q DE LDdt.AITACHMLNr T' l �.!" a ; h i ORNMI Y+ASSHOWN{•O&S. SEC110}1W HVF,SHEET 7HUMBSCRE!M TO Ta ONfLA��BE ASOLL ST 1/2 w sites s AN OR TWO t SF6 - C LOCKS AT 1/3 OF SHUTTER SPAN. *,NOTES ON HV !1r LOCKS AND IENTERMATES: IN I. C�fE�C ION a AM IlIDL:WE ALTAT ER &OWN.AL �Y&K BE IN LIEU Of W LOCKS 0 Olt e4 FOR AW USED AS AN INSIDE OR LOCK.ATrrAACHMENr CURLS aN O F E N i J K t OV F a A Y W X OF UACTNT INCLUDES USING R4NFORCING LOCIfkA�.AS ST(OMRJ ON SECTLON HA SHEET B.N11CH MUST BE SHEET 11 WP. OOMIECIED TO CENIE UKM 4 AND 4 W1 N j4 0-20 x 1 1/2•LANG S.S.THREADED BOLT W/7/010 x 3132• M HEIGHT. - WRIGNUr 012 W1 1/4`i-2Oui'S.S.N.S.tNT0 A 11i%u 6jO'MVT. MAY BE I WrALLED AT NDSPAN OR Ir • OF CORNER MAX01UM ABOVE AND BELOW'LBDSPAN.USE OF 1iY0 IOCKR7G RODS AND BO(OY Is WMATORY. CENTERMATE ®°"®p©' TOED g�a10 •�ae *N01JES QH HD ,o C( aa®`�h �•®°� - 1. OPE ALTERNATE HD LOQ( LAA USED fN EU OF . 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POURED SHEET T3) CONCRETE OR.�R CONCRETE RETE ANCHORS REOu��� OOEM ON FD yV WALL SI 1 SUM7ION R11 ( 5 i4EDUtE WA11 REavwEO E MY WALL SILL INSTALL AM Nair MR COMA N Ov sEcn= INSTALLATION FA� DETA W/ 1_SEE SHEQR D SUTTER 1-0.-EDGa HV BLADE Assafty (m snCnuRTINSHEET 14) Z NG SELRet5 cAE COMBINED fN ANY WAY To sun ANY n,STA1LITWN. FLORIDA el71I!>lt10 CODE GT III h Velock Huaicone Zone Ail tots EASTERN KETAL SUPPLY•INC. .,��'``•• 4 A•rr�t,�%,,,, B RITHA HVi �,��`••'' GENS w�' ��r'�'�""� A S Accordion Shutter System ■ f.■G Q Inc. ■ ■ ■ ■ ,y, 1w ORT0NY WOMMMGIME&Ry.WX TIUJT TESTING & ENGINEERING COMPANY American SIT/JttoT SystoMS awn+e0 3 aFyy Kx, •S1,$y, ,t,�x+u,CA(dt213.twtan1331 Association. Inc. 1 OLD If-111 a/a/1s wTe o4 13/1s .p $TAT£OF .��..r 4268 Westroade drive 2 DRAWING No idl�C` Plwn.:(3DS�lF-fSJO.F.:(309)D'1-1531 .� -dRtdP:'��ya' ED-0019 West Palm Beach, Fl 33407 s 15-084 '�,`r`S/ ........ pL�N%, ate` "HE. u 4�i,ie s SHEET P.E.. 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Li t- L+ L- -11-b— L- l+ t- M DETERMINE kVUUM SPAN'W FROM SCHEDULE. 30 OR te'-d 16'-O' 16'-D' 18'-0' 30 tw-o' 16'-0' 30 18•-0' 161-0" 35— W 35 14'-10' 14'-10' 39 15•-2' 16--70' d NAXLMUM SHUTTER SPAN 1+'OR'L=FOR FINAL NSM ALLOW!&E SPAN IS EQUAL TO THE 40 13-7D- 13'-10' 14'-2• 15'-r 40 t3'-10• 13'-f0' 40 14'-2' 15'-2• INSTALLATIONS INTO WOOD SHALL BE UNITED TO DETERMINED SPAN BETWEEN 1+•AND 1 45 t3'-t' 3'-1- 45 13•-4' 14'-J' 105 psf.ILS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DEIMINE 4AXWUM SPAN FOR 50 12'-5' it-5' 12'-e' 13'-7" 50 tr-3' 12'-S' 50 12'-3' 13'-1- COMBWTIONS IN BEIVEFNN WALL MOUNhNGS 55 n'-t9' n'-10- 12•-1' tr-11' 55 n•-IW 11'-10' 55 111-1' 11-ir w/FLOW/CEILING uouNRNGs 80 it'-4 11'-4' IV-7" i2'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11' FOR A GNEN POSITIVE AS.D.DESIGN PRESSURE 65 IW_IO' id-10' ti'-1- 11'-11- 65 to'-to' IW-10- 65 9'-5' 10'-1' RATING: 70 1d-6" 10'-6- 10'-9' I1'-5• 70 ld-6• lw-6' 70 W-9" 9-4' DETERMINE- 75 19*-3* id-1' 10'-4' 11'-1' 75 td-1• f0'-1' 75 8._9. t W CORNER CENTERMATE SS MAY BE USED AT ALL Li+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Ll+-MAX,SPAN FOR TLOOR/CEILINO MOUNTING 80 9'-10' 10•-0' 1d-9' 8o 9'-10' 9'-10' sNALL BE AS WDICJLTED ON MANDATORY CONDITION/2 Iu§TRu110NS 85 W-8' 9'-9' IV-5' 85 9'-6- W-8' NOTE#S.SHEET 5. FOR A GIVEN NECATTYE ASD. DESIGN PRESSURE 90 9'-3' 9'-5' 10'-1- 90 9'-3• W-3' _ DAn95 8'-9' 9'-2' 9'-10• 85 9'-0' 8'-9' DETERMINE100 W-4' 9'-0' 9'-7' 100 W-9' W-4' Lt--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS105 r-11' 8'-9' W-4" 105 d-7' 7-11' L2--LAX.SPAN FOR FLOOR/CEILING MOUNTING ito r-r e•-r 9•-2• no B'-4- 7•-7• SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 B'-2' 7•-3' 8•-4- W-11' 115 W-2' 7'-W FILL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 8'-0' W-11' 8'-2' W-9' 120 8'-O' r-11' MINIMUM BETWEEN'LI-V,'Is+'.'Lt-'AND'U-' 125 r-10' W-B' W-O' e'-• 125 7•-10- 6•-8' WIND ZONE MINIMUM (4)GD TO ANCHOR SOIEDULE ttTI1(FINAL MA10uuM 130 r-6' a•-s- 7--9* e•-,• 130 r-e- 6-s• ASTM E=1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7' 6'-2' 7'-9' r-9' 135 r-7' 81-r TO v+�SS PRESSURE RATING TO of )AINE MMMUM ANCHOR 140 7'-5' Y-t 1' 7'-7' 7'-6• 140 r-5' 5'-11* SPACING. 145 rte• s•-s• 7-s' rte' i45 r-s• s'-a• 1 THRU 3 150 r-r s•-r r-4- r-0- 150, r-21 s•-7- 1" 155 7'-0• S'-9' 7'-2' 6'-9' 155 - 7•-W 5'-5' 160 6'-11' S'-2' 7'-1' 6'-7' - 180 6'-11' S'-2' 165 w-10' 5•-1- 7'-0' 6'-4' 165 W-10' 5'-1- 170 8'-9' 4'-17' 6'-11' W-2• 170 6'-91 1-11' 175 8'-7• 4'-9' e•-9' 6'-0" 175 B'-7- 4'-9• 180 8=8- 4'-8' W-8' W-10• 180 6'-8' 4•-8'. 185 LW-4' 4'-8' W-7" 51-W 185 6'-S' V-6- ,9D 4'_5' e_e- 5-6- 19D e'._.1- 4'_5• HV BLADE195- ' 4'-3' 0'-5' S'-S' 195 W-Ir 4'-3'200 ' V-2' 8'-4' 5-3' 200205 4'-t' s-3• s-t" 205 6-t• 4'-t- FLORIDA BUILDING CODE NOV 11111911 Velocity Nurricone lane I\,•T I[(ITMA��ii 0 2015 EUMN METAL SUPPLY,LNC. Q\ BERMA HVTM 11 L E C O�LN4:. A■S■S■A,■ Accordion Shutter System / :*= Kv.BLADE 1 W ORW 0 NV.WINDOW BLADE h ILV.BIADE *' 1 'e"' TIWT TESTING & ENGINEERING COMPANY Amerloan Shutter Systems �y Stn 0yytt� M.L. -o STAT OF em3 xw a a, �c�nnNtt >st Association. IIID. 1 OLD n-64 44/13/•s MIL 04 13 15 Pn•n.:(305)571-13300.Fm:(305)971-1531 4288 Weatroads Drive 2 ;Pin •-® 718••o^ West Palm Beach. FL 33407 3 DRAWING No ''�.r,SrONAI�A��.�`` W43ER A.TWr Jr.PZ 4 15-084 P.E. Sf��ItlNdRE/DATE N1A�D`'0"107 a SHEET 28 �. _ -� _� - .. . - - - -��""' _ - �i _ .. -' - r • -y � - Y � . ` a .. ��: _ ^�C�000� a - - �o�osA©�ooaaaeoaaoaaacaao©aaaaaaaaoaaaaaaaaaaaaaaaaaaaao - -e�000�oovao���acoAe�anoAnncnnnonna©nnnannaannnnnnananaaaa �e�cccooco�coe000000'oo�d�A000ae©aao©aaoaaaeaaacaaa©aaaAaa o�cco�cccec000�ec0000e000aco��oa�occoAocc�coaaeQaaooaacaa . ; .. . -�oa000000000oo��ocooc0000�cacooc©oa0000ao�eoddoccc©000deoa �o�000cocccvaaacococoo�cao�ae0000e�c00000�oc©Eccacocacocoo o �o�c�ocA000Aaococcocococcco�a000AccaccococoococoOodoAee000 ;. ©cc�ccococoacooc00000flc0000ccocoocc�c000c0000a000eoc0000c - � l000acacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaadaa ;R � -e�odd�Qcoaoanacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa �• -BoocoAcoAocoe000aaoaon©aaaanaaaaaaaaaaaaaaaaaaaaaaaaaaaaa r �T ;~F oococccocecacooao©oQo�ccoaoaaacaaaaaaaaaaaaaaaaaaaaaaaaoa : .; ©ccocflcoQacooOQo�ocoo�ooa�cooaaoaaaaanaaaaaaaaaaaaaaaaaaa �AE39999A8999A909999COB609�9080CA900d900090Aaaaaaaaaaaaaaaaa -:: ,�^ ��AA®B®®B0®®®808®®808868®B�B�B�99BCB09A®0�9®CDD®OCaaaaaaaa - K �= �AABBAAABBA8889AAAAAABAAABAB899AA9A�99B9�CB�90B9��AC9�A69 _�= � �OdC�dddddddddaddddddaddddddddddddddddddddddddddddddddddd0 ` ;.�� -BCCOCdOdddddaddddaddadaadddaaadaadaaaadddaaadddddddddddd0 � �. _ t e000cocccao©aacdaadadadaaadaaaaaaaaaaaaaaaaaaaddaaaaaaaao R w o�000AoocOococcoAaoaaacaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaa �. . ; �oac000aocccoogooceoacaoAaaAaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ' = :`099A99B8BB996Q999flAAA0BA9CA©©aAAaaGaaaDaaaaaaaaaaanaaaaaa .`�° � X09®08088®®®80AA8��98®Bi3®B®D®SBO®�6A®990800990AAaACaaaaaaa0 ;;�� �DAAAAAABBA9AA99©9AA6esAAAA89A9AAA�666�A9�1�A��GAA��96AdA09 �, =- �OCCC80CCOC�CCCC©HdddadddddddddddddddddddddadddddddddddddG r - - =e�000�ocoonoacoocccooddddddadadaadaaaaadaadddaaddddaadaaa . `I ; _ - - � : =-9AC�000GCGCCCGHOCCG�AOdOCddddadddddddddddaddddddaaaaaddda �� -. � �. ,:_ - _ � `oaACAcoocccococooccocaoccooacc000aaaaaaaaaaadaaaaaaaddaaa :�� " - - �occa00000000c00000Qcoocccaoaocoocaaaaaaaaaaaaaaaaaaaoaaao �. � ��Da999d99B8B8AA99BB8998999999H999A8B8998A8aaaaaaaaaaaaaana -- :07BBAA®B®988A®B®®A®®A®BBBAABB999AB888®®BBA9BAABA9aaa0aaaa '��� � �DAAABBAABABAABAAAABBAAAAAABAAAABBABBAAAAAAABAAAABAAAAAAAA Eoa00000co©Qa�aaaaaaaaaaaoaaaaadaaaaaaaaaaaaaaaaaaaaaaaaao :. - -e�000c0000coo�nacAAaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaac - - -e�ccc000000Q�coocooc000aoaaaaaaaaaaaaaaaaaaaaaaaaadddaada - ' �~to'000cccc00000000000c000c�0©000©oaaoaaaaaaaaaaaaaaaaaaaaa -_ - � -©ACCCOCGCCCCCCCCG6CCGOCCa��CGCCCGdadaddddaaddddddaaddddda - i�pa9999A009B999E8998E999B99999899999999909dddddaddaadddddd - � 0�9�B889B8998B9BB8899�8�9B9B9B88B�9H909899®899999989�a9�A _ Eo�o�flaoaadaaaaaaaddaaaaadadaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - -eoaacco©co©acAaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaannaaa -8000caAoaoA0000Accca�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - ��_oo�00000c000c000000®eao�oacaco©oAaaaaaaaaaaaaaaaaaaaaaaaa o�oocoonocooccccoQ�00000coocccooaaaaddaaaaaaaadadddddddaa �Da99899999889999A99999�68999999©AOOGA�DA©aadaaaaaaaaaadaa o „�AB98AB8®99®BB®BA9A80A89g�8®BB®®BABBBOB®9ABBBBB06adddddaa �DAAA9AAAAAAB98AABHBHBAH98ABAA899ABA96AAAAA9AAAAAA®999AAAA SPECIFICATIONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCR 98LOCK SUBSTRATES (SEE WlM(ICS F 0.&H ON OEM a WTI 1.ANCHORS TO SUBSTRATE SHALL BE A4 FOLLOWS. . ram= aDlx SOURED ooNcrim wimaE VALI.SILL MOUNTING 0 CEILING MOUNTING FLOOR IdOUNTING (N N N 1/4Y TAPL'O4 OR O © - 1 x.J/4'ASO DLSCtI NECA7NE IDAo H 11tDlI1NE 7APCat1 1TILE TE ANCigt�W/GIP AS WWUFACIIIRED BY F7ORM FASIIIHFAS OREC�D!C Q6n.fe 2 EON 30 40 60 7a ao 1z6 100 30 .4o Iso 7a co 120 feD 20.7 30 4o eD 7a •0 120 160 Zoe TAPOON WITH ADVANCED 1/+ TAPPER+ANCHORS u HAtAFACIiNRm BY POWEtS fASIEJEETS NC.,-AND DLtiIRB11fFD DV ALL PNNIS SGtEW,BOLT 4 SAECKn z f a e a / e e p e e e e 7HREMFORM TECHNO 0fy COMPANY OR ANY OIFIEt APPROVED IICEN.SED OR AUBHOHtRE'D VENDOR RBG151ERED WOH THE AYEROIN SFIUITER SYS1F7lS ASSOCNIIOL HG 3'-0' 14 12 to 9 e e e 6 1t 12 10 9 e e e e 14 12 1 9 e e • 0 ALLPotNMSSOb-SET (M01.fo s kY) 14 12 L 9 e a a 0. 14112 1 g e e 0 14 12 t0 9 6 0 6 5 (2lP 1+ 12 10 0 6 a _j. e 7 14112 10 a a e 6 O /4 12 1019 0 B BLUE Up W 0 8 No= MINIMUM INTO POURED CONCRETE OF TAPOON OR TAPOON WITH ADVANCEDTHRF11OPop1 TECHNOLOGY ANCHORS*0 TAPPER+ t+ 12 10 9 a 7 8A 14 12 10 9 a 0 6 14 12 1 9 0 6 • t TAPPEt+ ANCHORS IS 1 3/4;AND FOR BLUE TAP W/CAP ANCHORS IS 7 1/ 4'-0' 1t 12 10 9 0 e e 0 It f2 10 9 0 0 6 14 12 10 a 0 6 6 3 2'. - 14 12 10 9 a e e 0 a 4 14 12 10 9 a 0 0 4d 14 12 10 10 a e - 36 A2)140"M EMBEDMENT OF 1/4V x 3/4'ALL POINTS SOCA-SET ANON=SHALL BE 7 14 12 10 9 . a a 4a 14 12 f0 0 0 a a e3 14 12 10 9 0 0 a 40 /a•ORO RE PWM CONCRETE 110 F7EBF.D4E]NT 14 12 1 9 73 sa J.6 - 14 12 10 a e e e 6 14 12 1019 0 7. eA 4 •SEE IMJFOONS OF U>t FOR INTO STUCCO 5}WL LS WITH NO S 1/4'1120 SS LIALTINE SCRflW USED SHALL BE 1 1/2'Lalli YO4MJY SFIOUND STUCCO EXIST.AND .J•••,0. f1 12 f0 9 0 0 8 0 t4 12 10 9 a 0 8 aA U► 12 1019 0 B_ • 4A OAoa W 9FII Ye 1•IONINIM FOR Y•W.S ri1M NO Sf0000. 14 12 10 9 e 7. 4 - 14 12 ID 9 a 0.6 6 33 14 i2 10 9 ea 6 3.0 3 A3)N CASE TINT PRECAST STONE,PR9AST CONCRETE PANELS,PAVERS OR ANY VENTER BE MIND OltlIU THE EMING WALL OR FLOOR, 11 12 f0 9 'e 7A 4d - t{ 12 ID 9 e e '0 4A 14 12 10 9 e 0 4b 7a ANGORS SWILL BE LOAD ENOUGH TO REACH TF1£IIAN STRUCTURE BEHIND SAB WALL TINGHM AN WOE$FALL BE AS INDWED ON is 12 9b 7d 4A - - 14 1 0 9 6 7A 6a 4 14 1 1019 11 6 to 33 NOTES A11&A2)ABOVE.FOR DSTiWATIM ON WOAt SOM OR EFS WITH OR WOHOUT METAL SNDS OW.ULT THIS ENGINEER•FOR 14 2 10 0 e 6 6 - 14 1 10 9 a e a e 14 f2 t0 9 a aA 6 3A I1STAllA INTO ElF3 WITH METAL.STUDS SEE SHEET 26A 14 121101 9 7A eA 3 - 14 12 10 a6 7 &5 4 3 14 12 ad 3.111 + 5 - 1 12 10 a a 6 - - 14 12 10 9 a &a a 70 1+ 12 10 &a a 6 4 - (B) TO E ISINC CONCRETE BLOM(AIDM C-90) N 12 a &5 15•6 3 - - 14 12110 9 a &e 46 35 14 12 10 a 7 a.3A -7/4.0 TAPOON OR TAPOON WFIN.ADVANCED THPfADFDEW TECHNOLOGY ANCHORS,AS MA I UFAORIRED Bf LLW.BULL �.•�. 14 12 t0 0 a 0 - - 14 12 10 9 & 7 a 4 14 12 10 9 7d 66 4 3 -1/4 0 x 3/4'ALL POINTS SO1D-SET ANCHORS,AS DISIBlam BY NL POOaS SMVE BOLT&SPICFRTY•COMPAW. EX I 4 U 10 a ed 4 - - 14 12 9 7A a 4.5135 - 14 DA OA 4A 3A - - -1/4*0 BLUE TAP CONC M ANCHORS W/LAP AS LWMACIIUUD BY FIGNM FAAE78Lg DREIf,UO. 11 t t &S 7 4' - - 14 12 10 a 75 ea 4 - 14 p 7 7A 4-5 - - -•1/4!'0 TAPPER}ANCIDES AS MANWACTIMED BY Pamm FASTENERS.LIC,AND DISTRIBUTED BY ALL FONTS SCMV.BOLT d�SPEM W r 14 11 7 ds 4A - - - 14 12 10 9 7d SA 4" - 1 12 9 7 6 3 - - COMPANY TAP=IWY ORE7t APPROVED ILICENSED OR AUTHORIZED VENDOR RBCISIERED WITH ITE AIIFRMNJ SHUTTER SHSMG/SSOCNTIOtl TING B,-0• 4 12 10 0 e as - - 14 12 10 O a e 4 - 1 12 0 a 03 6 3S - NOIE4 1 12 ab 7 6b 3 - - 14 12 0 ed m 4 3 - Ob e e 4 3 - B.f)MINIMI EIBEDWITT 0110 CONCRETE BLOCK OF 7 14 12 9b 7A a - - - 14 12 9A a aA 5 - - 14 12 0 0 6A 4 - - WITH ADVANCED THREIDFDRM APCON,BUUE TAP-W/CAP ANGORS AND TAPPERS ANCIKM 5 1 1/4 AND TAPCCN la a3 SA a 3.6 - -.14112 ID a 63 6 - - 14 0 6 4 - TECFE�OOW ANCHORS IS 1% 11 12 10 9 D - - - 14 12 ID 0 7d 4.a - - 14 12 da 7 6A 4 _ - - _ &2)19D11111 EMBEDMENT OF 1/4'Y x 3/4'ALL PONE So Er ANCFOBS SILL BE E TRELY BaDOED INTO TIE CaNCM7llE BLOCK:W 14 lb 7d e - 14 11 . 66 a 3A - - 11 a es 4d 35 - EMBEDMENT WO SIUOCO SHAM BE PE MI TED.1/4'0-20 SS MA04M SCREW USED SK41L_BE 1 1 14 12 0 aA/d - - - 14 12 66 7 la 4 - - 14 0A 7 5a a 4A - - O W.AND 1'1M91•RUM FOR WALL,MITI NO STUCCO. /2'LOAD►•ARRA SNOtID STUCCO 1A as 4 - - 14 12 0 7 a 46 - - 14 11 7 53 4A 3.5 14 12 10 9 7A - - - 14 12 10 a &5 a - - 14 12 a e a 4 _ - &3)N.CASE TENT PAEY`AST SIOfE,.PAE1ClST CONCRETE PANEH9,PAYERS OR ANY VETEFLt BE FOUND al THE DOSIIfO MALI.OR FLOOR• 14 0 7 a 33 - - 13 9d as 3 t 3 - - 10 73 3 4 3 _ _ _ ANCHORS SWILL BE LOW SOUGH TO REACH THE WN STRUCTURE BEHIND SAD PULL FINISHES.MIC ORME SIAL.BE AS RCMM ON 14 11 7A e5 - - - - 14 IIA 9 a 6 4 - - OA • 6 4 4 - - NOTES&1)&B2)ABOVE FDR RSTAUA7IONS ON%WJL SONG OR CIS WITH OR WITHOUT UM STUDS CONSULT THIS FNCMEER. OA a e - - - - - 14 12 a as &A 4 - - 13 10 &6 6 4 3 fOR- 11•-O 1{ 12 1D - - - - 14 12 a 7 e 4.5 - - 14 O.5 7 &A 44 3D - - 1NSTAIWION INTO F7f3 Yrtnl YEUL SEE JIEET 28A u•A a - - - - - 12 9 6 4.5 4 3 - - 9 7 4A 3a J - - - (C) ANCHORS SHALL BE 9NSIPLLED FOLLOWING ALL OF THE RECOYNENDATOK9 AND SPECIFICAMNS OF TIE ANCHOR'S NNa1FACRIAFR 14 10 7 - - - 14 10.5 7 &S 4.5 - 1d M a6 4d 73 - A 7 44 - - - - - 14 ld 7A e a - -. 12 9 e 4a 4 - - - ro S� EW SPACING FOR ANCHORS 12'-0' 14 12 1 - - - - - 14 12 0 &a &3 - - - 13 10 &5 0 - - - EDGE DISTANCECJICnH1c PDR 913 ORst to Oa a _ _ _ _ _ 11 . 3d 4 36 - - . 8' 4 3 _ _ _ _ 1AUXUUN1N/tHCf1pR SPACINGS ARE VALID FOR EDGE DLSIANCE3 I DWIED BE".FOR E&LESS THAN INE 1OR`ATED,REDUCE ANGOR SPAcm 16 0b 5 _ _ _ _ 13 ad Ob 6 4 - - - 0A 0 S 4 - - - - BY MIx7rNWeO SPACIO SHOW ON SCNIDIAP BY THE FOLLOWING FACTOR$ . p LM _ _ - _ _ _ 14 tall 7 &e _ _ _ 11 aA e.6 4.51331- - - REDUCED DUNNED NOT BE LESS IFUN Ff21R1H1Y SaACNO EgdIED MR low ANCHOR 719E 13•-0.11 I2 - - - - - - 11111.517A6 a - - - f2 9 e 4a 4 - - - FACTOR 10 7b a 4 3 - - - 7d 4 3 - - - _ - ACTUAL_ 0A _ _ _ _ _I 9 a 46 4 - - - 9A 7 a 4 - - - _ EDGE TAPOON TMAPM WITH TECHNOLOGY ALL PONT SOLID SET BUIE TAP W/GIP TAPPER t [14 - - 9d Od a - - - - A 73 a 4BLCTANCEMIl SPAC9O14•-0• t2 - - - - - lab 7 3b - - - - t1 - - - - ED. loll SPACNLT.3' L@L.Sf•AC9ID 3' Y.SPA,CND J 1/2' Ili.SPACRB. 3 3 4' 4•7A _ _ _ _ 7 46 3a - - - 7 6 3A 3 _ _ _ _ CONCRETE BLOCLg i011lD CONORM CONOIE 9000 I IR Q E K6 POLED CNMUE e _ _ _ _ a 43 - - - - 9 4A _ _ _ _ _ OA) IW. S TIL ES•3 1/1 MN E&.2 1/Y- - - - - - 0 6 - - - - - ILA 7- 4d - _ _ IOL 1 m.y FEL FA•319 ER-21/Y- - - - - - o a - - _ - - o e - - - _ _ BLADE WOR({�NG r 1.0 0410 IA . 578 1.o O.B4 /A_ _ _ _ _ 5A 4 - - - - - da 6 3 _ _ - _ _ •2 Il - OL81 1.0 - _e & - - - - - ase • - - IN UNISON♦ y 0.87 1.0 0.71Obl 9 1 3/4'_ _ _ _ _ ILA e - - - - 7 D - _ _ _ _ • - 0.43 0.91 e 4a 3 - - - - - 1 1 Oda - - _ 0.35- - - - - - a e 4 - _ _ _ _ FLORIDA BUILDING CODE 1101 High VelocityHurricane Zone ``�(,A jT TIQAii'''i ®wom wrm METAL SUPPLY.INC. �'' a '•'' '- BE THA HVn /^--� A.SuS.A. • 1 L ECO,IM . Accordion Shutter System V.&ADE 1 T1 ORILDE M 0 KV.YAWN BLADE k KV.B *; (' /� •* TILLLT TESTING & ENGINEERING COMPANY American Shutter SystemaDESCRIPM DRAW fm u.L •0: STATE OF ;' = 8355 LLL.381,.ft.51.304 VRIM OAAOOm.RORGA 3316t Association. Ino. 1 OLD 11-IM 01/13113 HATE 04/13 is' PhMI:(305)571-1570.Fm:(305)071-1531 4268 Westrood9 Drive .- 2 %y0,�:•, ORM �`yT� V:eRloom.o.aooWest Palm Beach, FL 33407 3 DRAWING No �''''a;,ss/ONA1•Ea `� Wwtm®A.01WJr.P.E + 15-084 P. E/DATE FLOFWR°e'f f167 • SHEET • 14 OF 26 ,�,.®„®� •GENERAIAND MN=N OF USE FOR BERM A D ,.IWD.C ASDfSiGN PRF54dtL PATNAID.,O,-110 P.0. P r51-1, Z TAIL SHUTTER SM W 3.ALLOWED MOLINIEHCSA A D.0 of H ON SLEETS G.7;AS VU AS 1U&""%0,T.a R W ON STREETS is a 1% 5 sOe. 4 S � IEST BE Y FKI1R10R ES WE =&c 0a A • • A W HV WEDOW RUDE tai SfWJ.ONLY WDYI A UNIMI OF 5 OPENINGS . TYP.EA END �.• (J'A ID16)WAGE PFR AT SPAGDS 910MM ON SHEET 27. (e)IQH CL ARANCE F%TCP OR SOTT011 BICE OF W WI DOM BLADE© WAV.5 WINDOWS or ANY sY HOLE EOR SIAL BE 12•. AUDWEDAT ® Ef IC)I B OR L§BLADE COU14 OW NROV SB,RIFRS AT ENDS MAY BE W • • • (D)W WTHOW BLADE®MALT'BE USED ALTER UIE TO A SOLD HW BIJOE( 1HROUGHOUr SHURETTS wain q • • • � 9WL ALWAYS BE 06OilID AD1Att1r TO A SDEID IN • x _ B1 E 1 AT EIRF7t 9DE-Or ftd. 9 TtRWYCARBORME IN WINDOW 0 SiWl BE INSTALLED SO 7lJAj TABS TACE Y 11E INTERIOR OF THE OPENM BOW PROTECTED.W WHWw{ES,.BE 'SEE • 4 • . • • ONLY IISTNEED AND l4)CNFD USING A FN SEIiNO TOOL PRaJDI'D By OSSA CONNECTION r DIc i IYP. I!)jaa 0.SEE ANCHOR SPACED SCBEDUE FOR HSTALIA7101S WO WGOD FRAME FULL"HE7GEIT. DEld. NMMMO 1 OR z SHEET 8.AS UV=91 SPAR AND ASA DESIGN LOAD(SEE P a3� 7 SEE ANCHOR SPACIA SCHEDULE EUR TSW1Al NS Oft POURED. . �'+ C SCONCRETE PAN AND OR OONCREFE BLOCK WALL ONMCEIS 43&4 AS,UNITED BY 3, ASA DESIGN LOAD(SEE NOTES I&2 ABOVE). lul III I (( L 1NE31111N SEPARATION TO CRASS SCFEg1AE PER ASTM E-,9i& 1YP TOP 8 OR RE1 ) ly pR®qL(� WIND-ZONE UWAN SEPARATCN W CRASS Dv, SMI 1 IIOEI 3 Q> v 1' ELk7/ATION 3014 E w s�r1Ox w°�R w-(D 4 E>osRHrlo GHwss --- ANI w sw w foe ax—MO& ---------- ---- 1 _ sYM coaERLIAIEs � � NMfa \ W/o NOTE 4 ABWq ELM wV TYPIC AL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE _SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE 010fl Bi'h VGIOCRY Hurricane ,`\\\\N1111111111 AA 0 2015 EWERN METAL SUPPLY,INC. III� N.Tut BERTHA HV7m _ A.S.S.A. -— '• l L E C O �N�. Accordion Shutter System JJp�J * Ameilcan SRADE A hutter Systema Y-Ik 1 01 0 HV .KDDOli DRRAAW ffP LLL * = TILUT TESTING 3 ENGINEERING COMPANY Ass oclation. Inc. 1 OLD 11-HIO a/u/,s am 04/13/15 e alas Mr.sea.SL.Sa.W3,WISM 0+114001.FLOFW&331 �q��TAI�QE a PHan•:(305WI-taw.Fm,:(305)871-1531 4268 Westroads Drive .G I ING No 9 -,to p:•44 a-mat am ftot— West Palm Beach, FL 33407 3 084RIO � 4�`xITNSERE A LL7f1Jr.P.EP.E. S DATE FDR's Ua)44,87 EET