Loading...
HomeMy WebLinkAboutProduct Approval ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2"11,2"OR >=' 10 DEGREES PROJECT NAME: CSG NOA or FL# r' ADDRESS d ¢ / NOA or FL# CITY/STATE cs'Cc NOA or FL# CLADDING TYPE:, � Y� pn / NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED(Vulf) 160 i► c i t`t�A`4, ��1���I1b�[?'B�Y3��� ��� �=����'~ ��1 � ROLL DOWNS,.WINDOWS;MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpi=±0.18 1.Os. : 10SF><=20SP- 20S0><=50SF.. . POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2rq36.7 �.`Q NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0tt; -47.9 �7 -45.2 NEGATIVE PRESSURE (END ZONES) -61.7 -57.5 -52.0 •3 � PARTIALLY ENCLOSED BUILDING GCpi=+0:55 <=10SP . lbSF><-20SF 2oSF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.93 52.0 ` 1; ` 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 ��' y -62.3 . -59.6 F NEGATIVE PRESSURE (END ZONE 5) -76.1 -72.0 R=43 -66.5 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 Coasta[-Shutters And Stuff (772) 335-9198 Port St. Lucie License # SM 31151508 (772) 461-2116 Fort Pierce CUSTOMER'S NAME PRODUCT LAYOUT SHEET too 10'60, J O C� During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. , Owner, or someone with authority, must•be present during installation to inspect and pay balance due. CUST ER'S SIGNATURE 7!_��15 Florida Building Code Online W BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications t FBC Staff I` BCIS Site Map ! Links : Search Business :." Professional Product Approval J ` USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail _ FL# FL389-R8 AtladwR, Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory 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 a Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.gdf 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 http:/lwww.floridabUlding.org/pr/pr app dill.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOiOXtHs6RTTCYUwp/pad 1/2 712012015 Florida Wilding 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 i FL# Model,Number or Name 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 Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG,15-086,i3d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 RE AE 8.S.S,A. INC, P.E.R. DRWIS-15-086-od positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/winclow blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions FL389 R8 II A.S.S.A. INC. DRWG.15-085,r)d Approved for use in HVHZ: No I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South nc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports S retained ined by tracks df South FloridaF1 rida Inc. Yes Other. Large missile level"D". Max. Span is 16'w0"for 30 F W V. Q89 R8 AE A.S.S.A, INC, P.E,R. DRWG. 15-OK HV p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV3 blade, W-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75;-75 p.s.f. for metals stud mountings and W-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 and pressures. 1389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection 4 Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-084.pd 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'm-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E,R. DRWG.15-084.pd Ifor Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone;850-487-1924 The State of Florida is an WEED employer,Copyright 2007-2013 State of Florida.;:Privacy Statemen ::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(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 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: security st vTitws' 2.1 http:/Avww.floridabtfilding.orgtpr/pr__app_o.aspx'?param=wGE\/XQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 GENERAL NOTES 1.8FA1fYA N.K.MCgtOgPt 9MtrIEN 51'STEM 6HiMM1 ON 1HR3 PR04101T EVALllA1WN ooCVNtNL P. D. HAS BEEN VU&IM FOR ODUPL MICE N PGCORDAP E NIDI THE 2014(ft dM00N)OF THE RAFFIA BULOLNO CODE 7FA4 ACWROION SHUREA SYSTEM MAY MP INSTALLED AT 16CLH VAACRY ZONES- C �1[ -�T-C"' DESIGN MIND LOADS SMU DE OEDERMNEID AS PER SECTION IWC WANE ABOVE MENTIONED CPE,FGR A BILRIO IND SPEED RIMMED eY ANE MosewAON WOKE WITER WILL Tt1BLE t./(� CO t[:STNS W NSGU.ED WRI A OLtECTH MIALM FACTCR K+aM too AOE 7-20 MR 149UAMM Wi=2014(Set EDITION)FDO AND SKILL NOT OMEFO THE MNXIMW(A M) DEMM PRES90te RIITNOS NOCAYW ON STEM 12'HOOF 17.2a 206 W A 285. N ORDER TO VLWY THE ABOVE CONO rAK ULTIMATE OEM WIND LOMB OETEWYED PER ASCE 7-10 SNtLL DE FIRST REMM TO ASDQ DOW MATO)LOANS AREA 1! WRIAW At& BY MAKTIPLYIR9 THEM BY 0.e N ORDER70 COWARE 1TE5E W/TIE%"C)DESIGH PRIESSIATE RATINGS RAidITED ON SHIFTS 12 WRIT 17 25.25.28 d 281► GENERAL.NOTES SHEEN 1 N ORDER TO VGOFY THAT ANCHM ON THIS P.E.D.,AS MMA WERE NOT OVERSUESSEM A 33%NCRFAS£N AMANASYtE WAN FOR TINA LOADS VIAS FIX USED N TIM ANALYST.DQNON SYS1131 COMPONENTS 1-21 SHEET 2 KV.ACCORDION SNunER SYSTEM'S AOEOWGY FOR M10 AND LARGE MISSILE IMPACT IACD HA4 BETE VERIM N AOOOAOANCE YM SECTION Ie26 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTM C6L6'ONtHHS 21-Y SH*ET 3 RIESIORTSt-W BLADE tO#0214.01-03.10715.01-03,ftOO4.01-06.#1214.01-d6.10317.02-00./0109.01-10 AND(0210,01-11 A9 PER TAS 201.TAS 202 AA TAS 203 PROTOCOLS TYPICA'SHUTTER ASSEMBLY 38-6 SHEET 4 pE� -W WIDOW BLADE @#0005.01-OB AS TAS 201.202&203 PROTODOW AND 0728.01-De AS AEN TAS 201 PROYOCOL A g App Ir2= IPS 11 AD �A_N E D w MUnm at -MA DIADEQ)1#042201-05 AS PER TA 201.TAS 202 AA TAS 203 PRO10001.5. TYPICAL SOURER T1FlA"&Non ON TOM SHEET 3 . 2.W SLADEOIAND W MADE&M EIM*iDRRFD TO WORK N MSON VITT EACH OTHER N AREAS MOM THE DESIGN PRESS&IRR TRANSITION FROM ENA ZONE S TO MUM ZONE 4.EACH WYMUSION DETAILS A-F CONCIVALACK SHEET 8 MIND ZONE MIST BE CLEARLY IDEIR'M N ACCORDANCE MEIN CHAPTER 30 OF ASCE 7-10 STAlTMM ALL EWINTING 0014RFK06 AND FASTENER TIM SCHEOkM MOSF BE APPLIED TO THE 1NSFAELATION OHTAAS F-E.CONCREV11I.00K SHEET 7 ODARgs GNOND"D ZONE THIS SHALL jHCa=RWtl3REMENHS FOR NHL SEPAMIGH 10 ORAS&OELWAWN OF WIND ZONES 4 ANO 6 Z YAAL AS 1itrt)DDY OF CCIAPONENNS FOR IAN BHADE, !2 ACCORDION SUATEMRs SYSTEMS FOR ER1ND WN0 ZOW SHILL Be PREPARED AND CERAflID BY A PROTEA REGISTERED E OONEER OR ARCNNECT R1l5fb OH BWD04 CCNFV.Y1RA110H AND CENiERMi111E OETAIIS HV SHEET 8 ASCE 7-10�9•M._BA D,Ate SHALL BE TO TM Of7ICAL AT THE ME PERMIT 0 APPLIED FOR. CENiFRMATE ALTE3tNgNNO DEFNLS N SHEET 0 NAA MAE�W MMFODN BLAW AHE HE MM TO WORK N WMN WH FACT OTHER WADER THE MOM tAH MMS AND CONDOWNNS OF USE RWAYW ON SHEET 28, CENTiRLOTTE DEMILS HD SHEET 10 p0t9 ON BE/ ENO SWN OETAILS 1-6,CODREiFfBtM SHEEP IT a.SE BERIHA xSTAININS STEEL SCREE TSEM�t A AND 1800 kd TENSILE STRINGER.PINS J'1 U BE OWED, BUTIMA W.7e VACROSHIELD is%COATTNG SYSYS'iMM AS SMA LRACR BY ANCHMAVOR SPAN TABLES SHEET 12 LMSDONKF ANCHOR SCHRDUME-CQNCR£tE&BOCK SHEET/3 APPROL7W Cd11N0 APPLICATOA4.REH%57EEND Y111T{AERMNH SNRRlT7t SY3TEH ASSOCi\7i0N,PNS MUST WAR THE NHY tN TNiER}MEAD. ANCHOR SCHI DME-CONCRttiE a ROCK SHEiET/4 4.ALL A15DRNWIXI>i1S10N4 SP L BE ALUMM M ASSMATADN MM ARD TEMPER AS NNCATED ON SINEET3 2 AMD&NNFMNM YIELD SIREN T H FOR 6063-T0 ALLOY IS 31.7 Hai AND 35.7 kd ANCHOR SCHEDULE-CONCRETE BACKFOR 6005-75=00"3 STREET 1e MOM 5,ALL SCREAM TO BE SIM 304 OR 315 AKH SERIFS OR CORROSION RESWANT COATED CARBON STEL.A9 PER DN SOOTS Will 30 kd MOL YEID STRE3NGM AFD 00$A MN.TENSE ��-WOOD SHEET 18 ANCHOR SCHEDULE-WORD SHEET 17 STRENGTH&SMALL COMPLY WI FLAPoDA BO0..CLri 000E SECTION 2471.3.3.4. NSMAUATTON DETAILS M-R.VIM SHEET Is S.DOLTS To Be ASIIN A-307 GAWANZFD STEEL.OR A9 304 OR WIT sETUES SUJNFSS SIM YA1 35 kd EWMW YIELD STROM". NNSTAIAMN OEWLS S-%,WOOD SHEET 10 7.SEE TME Fo11oMMNa sxFlEs FOR ANCHOR SFELIFIG110NSt LAA BMQ 13.t1,1a10.17 h WA END CONNECTION DETAILS 7-12 d 4 WOOD SHEET 20 W BLADE '20. 1N DUDE W&(a WORKHO N WILSON:13.14 R 18 AREA J.,NY BLADE lb ONLY e.TNS saum j ACCO %wnth SYstm BEARS A US PoTNT H #6'779.667.COUTICHO'S Of THIS APPROVAL ARE COVERED.IN NH=OR N PART BY D3 PATENT IW45%179 ISSUED TO TYPICAL SHUDER OVATION&RORS ON LOCKS SHEET 21 FASIERN MET ku"FLY.RDION IRC. NSTMlATNOM DETAILS AA-GO.CONME SHEET 22 9.IT SNGEI.OE ITE Rm-m=m Or 7m CoNwAt;OR To VNRLY THE SOUNDNESS OF TRE smucaw WHERE SNITIFR N TO BE Arviaw To NSIIAE PROPER ANCLNdISA.06 CONTRACTOR 10 CBOUM7E DETAILS NO SH4ET 23 SE%N./C"X ALL qWT R OIIIPONEW EDGES*"HEMA%REFI rmax;D N CONTIM)OL4 CONTACT WM THE MAW To PREVENT WIND/RAN WRLIS & END OONNIMM DETAILS 1-6&x VICRETF/eLOCIS SHEET 24 IM EACH UNIT HAAT BEAR PERMANENT LABEL.N A VISIBLE WAGE MTM WMAW IA7G MOM PFAID06 Or HURRICANE WARNINGS NONE OWER,TENOR.OR ONNRB,MMM PROPERLY,CLOSE ALL MA%TMUM SPAN TABLES SHEET 23 _ W ALA HD CDnMtUATE4 AND DXACS Oft LACK ALL HV AAD HD LACKS. ANCHOR SCHEME,CON DRETE SHEET 2S 11.SHUTTER IMMAMIRM LAM SHILL BE LOCATED ON A READILY VISITE LOCATION AT ACCORDION SHDITER N PCCORiIiNNCE TWIN SECTION 17IM"OF TIMI BOLAMA CODE ONE LABEL (� 41 EN W4dDd4 AEIF ONLY ERY L BE PLACED FOR EVOPEeNC.LABERD TO COMPLY WITH STICTION 171082 OF THE FLORIDA BUILDING CAGE. T2.8ER%NA 1£V.ACFARGGTr SHUTTER SYSTaf3 O W"MON SHALL.COMPLY WIN SPECS I DIC.\TTD N DNS ORATAHO PLUS ON BUILDING AND ZONING RMLATIOMS PROVIDED BY THE JU6SDICHON WHERE POW IS APPLIED To. 7MCAL"Wd BLADE A UNDOW DETAIL SHEET 27 13.(o)Tin P.Ee.FREPAm BY Im ENGWER IS cDaQtlC ARM ODES NOT PROVIDE MbORN1AT14N FOR A SITE SPECDM.PROAOCTI La.WHERE 7FE SITE CONDITIONS DEtlLRTE TIM THE P.ED. UPICAL SHUTTER ETLVAT" SHEET 28 (S)C"RACOR TO BE REWONS30LE DErR0L1 tOH0Al"DETAILED OR THIS; AND SrI'+Em AT Sa is 7iTION HE Oma AOTtW in o s ETYOF DO EASfo aN 7i6s TO ED.PROAOEA HrfsSE DOES TdOY DEVIATE AREA S' FN WINM aLAnE oNLY (a)THIS P.Ed.WLL BE CONSIDERED INVALID IF ALTERED BY ANY UFAM MORD(E 9ATALlA7KNN DETAINS,METAL 5RJ0 TAE3S SNSFkT 285. (4)BE 1PONgeLE FOR SITE SPONFIC; 11E PROPER ARSE CF SHALL BE MT1tE P Ol ENOEDII{IST OP>;E>ARq,ACTBNO AS A OOECATED ESSCOLER NTTiE P.ED.MTFCENHfii SKILL SLfWMT)TO iH6 UTTER 7}E 511E SPEC6TC ORANONGS FOR HN.VESY. (o)ORlM*K PZO.SHALL BEAR THE DATE AND ORONM SEAL AHD WWUM OF THE PRCIESSIONAL.WMEER Or RECORD THAT PREPAID B. FLONDA 801LDIN0 .CODE Veioci %rdoAe zone N? .• .' ,\\\UI IF//p// O 2D/3 wRAR META.SUPPLY,NG 4 THIS DRAim SHALT.ONLY t1E tNSEb TO ■H`��\��� �7� ,Y�� ,�.,�. BOA HVTu OBTNN PERMITS IN THTe STATE OF PLDRTM ~may= r kA A Accordion Shutter Systent, __ 111.1 E C d�iN c. ■ Tr ■ TM y.WA It n at yja IV. TTIADE a iLY no C lltllT TES71N0 dt ENWNEERNNO COMPANY Amerioon,Shult�N Systeme DwNN eu: M� C. Miss N.te san.u.s1..sa\1alaFaa4Mn+lts.nacD+sat ASIIOOIR ono Inc. I OLD It-in "A"As NL4N: 04 t3 1 9 W,a,.,00t)0,71.- L!=.ra,t(305)871_1631 4288 WealroadB Drive 2 �OyRl4 fi oEe00000tAo.+ Went Patin Beach, R 33407 s DRAVlINt3 No P.E.'�ASl JDATE FLOORCA L%A. f 44167 : 15-084 EFT SHEET FM%low 9009 3 r STARTER UNDER US PATENT' 5438179 COVERED UNDER US PKIWtW179 =UIED EPR USE W/ 6OOS-73 ALLOY AND MUMED FOR USE W1 W stwID&O C4 W-Ma 600 E(P&A $�M-Ts A AND TEMPER wff&L-MQ= w" Smu OF USE OF ON SHEET 28 OMMED 'a At OY %TMna TEMPER 6063-16 A VMR :132MA I @HV AW. ADAMR WIHP QUALIMFID&I &%IV,(W M"-Ovlrg .920 6 HV ADJ. FLQDR E RED FO& QK 8083-16 ALLOY ASO ttUPER (�M I & w U s vv/ 60"-Is .1— H w A @OUAtJFj(KWR-]ERW4.Kll 8,80� IT a'JE Bume OW4. INTL LLOY ( 141 11 AtIl A1491 I.. I K W, wW U A AX: a063-T6 ALLY 6063-76 ALLOY AND TEMPER QJUFIED FOR USE W/W 86A _To ALMI A&ND2. totr Lay TEMPER Oar if 870 t.668' eTa DER 0 HY HEAnrgzsl ED MR USE w w BLAD HQ' ELUL HE•MER,AILL BU ONLY, AMID -_ROONLY QUALIFIED FOR USE W/W SLADE 10 WAU HrAqpg��qjl I SEE SECRONS FOR VW SEE SECTIONS FOR VAUVII.- QLMQUFIEUI�rE 6083-T6 ALLOY AND TEMPER 603-TO ALLOY AND TEMPER a NLY!/HV (Q@VA MsED,,RR,,USE V,ew 0 ex x6em,m)a, 600346 ALLOY AND TEMPER SOBS-%ALLOY AND TEMPER COMPONENT A 10 If 72 QUAMM f @ Mw. t/r I/W X 0- w(D wx gaw mige WO • �flE HAALUMIMM ARMES WD 9MR&D FF QUAUM FOR USE W W )E _& E W/KV QUWFIED%USES W MADE I a;Q> SLADE WSML-91 BLADE I &0 $3-TO ALLOY AND TEMPER 603-16 $003-16 ALLOY AND TEMPER FLORM" BUILWNQ cocE X06 N VAwdy HiMlIca"ZOM) 0,2013 mm wrx SUPPLY.M BERIMA HVYw Z W Mc o=u., AAA,& Accordion Shutter System a ff Ag OR jw0 In WNW B"&Kv. SLOW Symms -- -- Aay--w—w f, TltjjT TESTING &ENGINEMNO COMPANY 1 &%vt oww tm WX NO,U.Ra 3^vvwm 4"Nowmm naom%ut Ami Asuatuffoll, �— Ol a� 2 1J t3 PM"t 4268 Wastmada drive DRAWING No L West Palm Beach. FL 33407 '3 WILTER A.ruir 4r.At 4 r — 15-084 P.E. �/WNAT�URE/VAIE PLAWA W.f"147 ---------- SHEET - OF 29 4,660 am Raw— .743' law 811®��td =20.Y'20 (2 ,� H01100 DOM .062' Tn • TWa1 ORM cnNM a KM s � raise. 1 Ei 31 • •,� ( W. © HV.CENTERMATE Kim UAUFIED FOR USE W/ W BLADE 1 ONLY �2 4 ® HV LOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND QUALIFIED FOR USE W/HV BLADE LY QUALIFIED OR USE W/Hv QUIWFlED R USE W/ At123' 6063-T6 ALLOY AND TEMPER ®�� BlADE1 & ®ONLY. BlJ4DE�& QOALIFIID FOR US):W/HV 13LAOE@ ONLY 6063-T6 ALLOY AND TEMPER le' 1 JJW 4, . ..121. YOIDFD 7 SCREW 2.079' 7By •AFTER RIVETING a 1i 1/4-1-20 X 3/r PoUEi°'D S.S. •THUMBSCREW 1/4"/-20 RIVNUT* *swa 9444 RL"ILM(2024-73 All"URGE RAIWE TM tadPLAN FRONT F1FAl10N ® HV M LIE e " - CFEJd4Y 70noRM,PAlt VgW.NOW JOW 07054 OR 0=4L © LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV MME 1 ONLY ® ® ~ HV AUERNAME 8083-T8 ALLOY AND TEMPER QUALIFIED FOR SE QUALIRFD FOS USE W HV QUALIFIED FOR USE W/ HV BLADE 1@ONLY QUAUFlED 6FO USE ALLOY AND LADE-1 ONLY W/FN 8ll1DE O ONLY. BLADE 1 ONLY. 6083-T6 ALLOY AND TEMPER 1.9 3.181 Cn1NOE o .214' .083 XLY cyuRc .214• .64a' o 20.075'MM © HD CENTERMATE M(Z NO LOCKING PODHD CENIERMATC WZ COCKING z[ o � 1 .Iza•iso:QUALIFIED FOR USE W/ HV BLADE 1 & 2 , ®QUALIFIED FOR USE W/ HV BLADE 1 , & 2 O° O 6 A-Att17Y'7TI4D•"f 6083-T6 ALLOY AND TEMPER RMA IH=Fff - VARH 1z'Mr4. Q ED FOR USE W/HV 1 ,Q9 11/4'1 m3/a'�-to 6063-T6 ALLOY HAND TEMPER (eII 31/2' e_ 1 VER EY 0E7ILOCKING RODD �� �/�/�y 1.7Mm ALIFlED FOR USE W/ HV BLADE 10&Q ��q 3'I _ 1/4'� t ®A3YJvfyll 6063-TB ALLOY AND TEMPER ® HV 3f80-16 ACETAL IA 1/4 —20 f�i 304 BY REGENT HARDWARE MORnW LOCKS SONS 2333 NOOK OOLT UXK n5 IN WILL REQUIRE A 7/16" THUMBSCREWS •QUALIFIED FOR USE W/ FIV tUDE 1Q,©&O2 DRRi�LLED AT MENi QUALIFIED FOR U tILADE O&© QUALIFIED FOR USE W/ HV BLADE 1 &O FLORIDA BUILDING CODE Mon High Velocity Ranicane Zone A.rf0 2015 Ilam METAL suPPLY,HNC. BERTHA HVTM Jll Accordion Shutter System f L E C O INC. ■S,S■A■ V.BLADE 41 W ORW/O ILK II>!IDDI►81"&KY.MADE * Amokcan Shutter Systems acsearPM own 13TArR a M.L 'a' STATE OF 3 TILLIT TESTING R ENGINEERING COMPANY AasoalafTOn. Inc. 1 OLD 1r14t Is/Is Oac 04 13 13 �. MS N4L 3e1R 9L.Sts 303.VF=M 01VZOpv,1110f�A J31 / Pte.:(30*71-1530.Fu.(305)871-1e31 4268 Weatroads Drive a S ```+ � West Palm Beach, FL 33407 : DRAWING No 15 8Jr. 4 P. F SM r (� DATE DA L FIDA W./11167 a SHEET ►s� �L1R E1 E� e 3 OF 2p s/e•� 4i 3 SHUTTER ASSEMBLY SCHEDULE FOR 4 HV HV 0 AND HV BLADES. 0 HV BLADE.1 n ® HV BLADE 1A � N d HV BLADE 2 ® Or 4; 4 ~ HV LONG RECESSED NYLON 13USHINO n N ® HV SHORT RECESSED NYLON BUSHING s1ss ® HV NYLON HAT WASHER EXTERIOR 'U ® HV WHEEL CARRIAGE AISI 302-303 SERIES 4 0.870"x3/16" THICK NYLON WHEEL: 3 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or ( 4 or FOR 4@ HV 1 3/4" ACCORDION PIN W/ #8 HEAD �` REEWIRECUENTS) Q® Gr® HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR Y ® POLYCARBONATE IMPACT RESISTANT HV WINDOWS Q®or® (SEE SHEET 27) AT DMIOR MADE VAEKL&MM. 2�ffm.9(11 M.IDE& :.V T1fPICAL SHUTTER ASSEMBLY (1)HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR SCALE: 3/8. 1• tLVITE%N 4? OR®AT 8®IQiUCKIES OF HV ACCORDION SYSTEM W/HV 1Q OR BLADE'S OI�KHUCKLE. (0.324' 0 0 3 (SEE NOTE z FOR (2)HV PIN®MAY BE USED W LIEU OF®AND ONLY AT TYP REQUIREMENTS) EXTYRIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVO2 Q BLADE WHEN CORRESPONDING TO INSTALLATIONS*CC'AND•00•, SHEET 22. 'e1 (3) TLV PPI®OR 0 W/1/2.O.D. 1/16•TWCK S.S.WASHER SF�SBitUSED FM DIRECT MOUNT INNALATTON PER OEfXL X. WHEEL GARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. N.T.S. �`�p11LLHL111Nf�r�� FLORIDA QUILDING CODE Non 11high Velocity Hurricane Zone ���``W /j•'��i� O tom mm KETAL SUPPLY,IND. 1L E C O - A■S■S■A■ Accordion Shutter System • Amertoon Shutter Systema Y.WX t W 6t i 6 U.UMIIIADE R KY.BUM TAW TESTING 3 ENGINEERING COMPANY orxrurol as W"BY. ML ON Kw.xn,,%U Se..30%Wash CARW .nplar 331 Assoctalion. Ino. 1 ow a-w ate o4 is Is �� PAaa:(�OS)a71-13]0.Fm:(70!)871-1.511 4266 Wastroads Drive 2 �NALNG;�``� Ls-oof_°'" West Palm Beach, FL 33407 4 DRAWING No WLTM A.Tuff 15-084 rLOHOA u` Tµ187 P.E. $EAL/SIGNATURE/DATE a 4HEET 28 5 �• i * jOTt S ON HY �Q'KS AND CENTERMATES: i a . To • !. ONE 11V LOCK ar��FyaOBSt(All BE SVD AT 1/2 Of S((U"E"SPAN FOR ANY SPAN SHUTTER SPT3EVATIO & of WW BE ISED AS N INSIDE OAR OOUUTSIIDE O ATIACHm 10 OAR RMIITES W(2j&W0 x 1/2•LONG RAT READ SS.M.S.LOCATION OF NAC(SMALL BE AS 'ED CM ®p LOO-K§ �Y IF DESIRED.FOR BEM PERFORMANCE FOR SECURTY P �USED AOUTSIDE LOCK.CONNECTION OF LOCKS TOUcpwT0V MATES ®� OR r'I_SF4tl1 BE AS iN0(CATED ON NOTE Si(1)ABdJE LOG OF LOC�I6(}�S}W TBE AS INDICATE])ON TYiNGU.SHUTTER ELEVATpN. �"eJ°"�J �' BSE U IF�DESiREi)7700 EN E SHUTTERRPDS ARE NOOCKING RID A0ORfAN AVERNATIV BUT LOCKING MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). OR p 4 fh ONE!(Y IDCK R BE USED AT CORNER CENTEAMATES FOR ANY SPAN AND DNSTAELATLONS AT AFN EiEVA80N.LIDO(COQ(f2 or S14 BE USEQ AS AN WTSIOE OR INSIDE LOCK, ATTACHED TO Q TE W(2) 1/4 LOCK;W*2 AT IOP&DOTiOM 8FBE AS INDICATED ON TYPICAL SHUTTER ELEVATION 1 WXWUM SNUTTER SPAN SMALL BE OETE11MNED AS PER SCJWAES.SHOWN ON SNV IZ S.=1 AI3nWjATE-10 POM�M•ONE ALTERNATE N(Y LOCK wY BU II UEU OF HV LOCK or FOR ANY SPAN AND SIC=AT ANY ELEVATION.At TE LOCK MAY BE USED AS AN OR OUTSIDE LOCK.ATTACHMENT Q OF 1/4•0-20x3/4-SS.THUMBSCREW TO®oR®CQITF3N 41LM*.sFNLL¢E WIDE W/ ipro-2Dx3/4•ALUM. LRNNUT AS TSH N�t1 SECTION TER HVF,SHEET a ONE NOCK SNW.N.BE USm AT!/2 OF SFIUTiER 5PA}(OR TNO t C�^cE6 C .*NOTESN. fill, ill I ON HV "T` LOCKS AND CENTS MATES: !. COtbJEO(lONV ONE ALTERNATE 11V Y NOCK wY 13E IN LIEU OF W LOCKS OR FOR ANY SPAN ANS ' DETAILS ON - o r I H / K o r a x v r x I NTA AT ANY ELEVATION.ALT TE,LOCK Y BE USED AS AN INSIDE Ot iDE LOCK ATTACHMENT Of LOCK WtXUOES USRK: RCINNG AS S1WWFt ON SECTION 1NO,SHEET ti,YAiCOi MUST BE SHEEP 11 TVP. CONNECTED tO CQTfRMATES ®W/1/410-20 x 1 1/2•LONG&s.TNREIDED BOLT W/7/6•A x 3/32• FULL HflGHr. WMNUT OR W/1/4 IM S.S.M.S.INTO A"IV'x O/B•RMNUT. K MAY BE NSTALLFD AT MOSPAN OR 12• OF CORNER MAXDIUM ABOVE AND BELOW MHOSPAN.USE aF TWO LCCIONG RODS CK AND BOTOM S MANOATORY. •• CENTERMATE ®a®M©`OQladl ID hy�� � 1.woww OQ AT NS AT ANY :ONE ATERWITE ND LOCK®w Ar,I UEU Of 11v tOCICS OR FOR A!N SPAH ANO OSTAL1AT10NS AT®ANY ELEYATNS(.ALTERNATE FO LOCK MAY BE USW N✓;SkR't SHOWN!ON SOCDO�NS HDO- To HNA AND S W/3StHEEE(' 06LLOCK MAY Bra E RSTAUFD AT MIDSPAN OR IV MA)MUM BETON OR ABOVE MIDSPAN.USE OF LOCIONO RODS®S COIPLEIRY OPTOIM. TYPICAL (1) HV BLADE SHUTTER LLEVATIQQN • N.T.S. LtlMNutA FWMDA BUILDING CODE Mm IF h Vetoqy Hufricom tone -( V%A. r/ A 2015 EIS(ENN NEiAI SUPPLY,lliC. A.S.S.A. BERTHA Hv y = I L E C a FDNC Accordion Shutter S stem Y.BItDE 41 W DRY NY.WNW MADE&H.Y.WX r TI a AmeHcan Shutter Systema 0� DADxAlal w I'LL jt TILiJT TESTING & ENGINEERING COMPANY .Q: ��Q esss xn. St.uw 300.waslu w+ceza.naaak a» AOBociQnOn. Inc. 1 an If—I" �sJ1s aRc Os 13 !S Peon.:(3QT -law.fu-(305)071-1331 4268 Weatroada Drive : DRAWING No '91Q.....• �`+'`'``,i. �~03 CO O7So West Palm SeOC(i. F1 33407 s 15-084 ,,ONAL ElTL„�r' W&TIR A TMMT Jr.P.E F.E. SEAL1��}�ATURE/DATE rTeRn+I ua 1 sato: i SHEET' I PORNREEMar POURED POURED OR CONCRMETE OCK W � - -- Rm SEE SCHEDULE ON 0 OONCREIE ANCHORS INE &9. CONCRETE ANCHORS SHE7ET 13) (5£E SptET11R.E ON Y(f/4 vSC�REIV.* (SEE st27 ON SHEET 13) SHEEP 13) N115 6 12 O.C. -- 4 T E i t F2Qx3Uf'eR/4 YA. OR 18 1" y O 12'aQ Zd NtfiS J2, � e D 2so'Nm�. i d vw Lllv�E OPTIONALTZMCMEMIN I I t a t sofam I SEPARATION TO CLASS t t E OR ® I -..t'-'— W(SEE SCHEDULE ON SHEET 12} tsxssmt EXISTING � i`- TNN.SEPARATION TO am1 GLASS ' (SEE SCHEDULE ON SHEET 12y- HV 2)HV WALL HEADER INSTAIIAT#ON 5- C BY WALL HEADER INSTILLATION HY WALL HEADER.INS?Al CATION , EldSTNC I TAN.SEPARATION TO CLASS WL SSWAFNM 1 OR �� t t (SEE SCHEDULE at MEET 12) 1 Lt t L w-SEFAMTgH TO GLASS12 MO 4 '^� "- I I (SEE SCHEDULE ON SHEET 12) °Jtu�t9i�R ETaSDHc I I 1 oPTKu+k E - t/+• �Ii OPT)OHAt. (( 4J4'NO%' //.""'��� fAox. E D.• 1 @ OR ----- ® __ —1/4'0-2041/4"SSS wn. PHULJPS 7R= f 4 h20r3 ANCHORS @--0 1' 111-20 NUTS 9 E121 Q.C. (S#�Ot1EE POURED df. W 4' MtiS O 12'O.C. CONCT7ETE (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK SIiFET t3} . CCI BLOCK ANCHORS . REQUIRED HV WA�� j11 INSTALLATION POUam CONCRETE SHEET I+)S* % a+ Q HV WALT. SILL INSTALLAINSTALLATION OR CONCRETE CLOCK WALL IMIRED Q WWALL SILL INMUMION ME EOR COIASINATION OE SECTIONS' -- INSTALLATI(?N DETAILS Wl I-SEE SHEET 4 FM TOM SHUTTER 1 E p.=E110E DISTANCE ♦SEE ATIONS OF USE TOR [' NOUK NC SECTIONS CAN HE COMDWFD (SEX SPECIFICATIONS ON SHEET,4) BUDE�GN SEIEET 28 � HV BLADES ' IN ANY WAY TO SLAT Wr INSTALIANON. - FLORIDA BillLDIMI0 CODE 31011 Ni h Vetoc IIGfT(CGEre tone ++��11d R A �'/FAAAAiA� O 2075 EAmw liar.SUPPLY•IHC. L��.....,G(tj•,,, �cEnrs'.:'�': B RTHA HYTM/TLrEconc- \ A. „�'.,a, Accordion Shutter System * American Shuster Systema Y.8(A4E i W OR 14 U.MWEsftY.BIAIIE 11 TILM TESTING R ENGINEERING COMPANY N• TATE OF 4aalre an M�W.sNh�71_smN,CMt CA m�fNaw A uT 4268 W�oade!Drive : as tf-1st alFsJfs CAM dt T3J1S �F 1DRIOP �c1�4� " West Palm Beach, PL 33407 s DRAWING No $/ONNALf�Ia +`� WALTER A.MUT&P.C. s 15^084 P.E. S QA/( 4II�RE/DATE F1QR4t lta 14"87 S SEE££F 6 28 IpO � (SlE SCHEDULE ON SWEET t4) REntRRFD fa POURED 001"M ANCHORS f ORo Ap e7CN3lE Er45TNa eAQtsma I MOSTUta Oi t�+t '4 413 t0e3 4•il MaIT , rEx SpTkNB o t ANClIORS a EDOE OF er l:J 7 M�EEt 14S' O)"OR OF MPtiGiBtE _ r• E7aSTRta APSMCC LAB I E e t S 4E Orr APPttasEE t L �vFuvOrr POitRED a POOF¢D W HEAD CONCRETE ANCHORS lsuet �la ' ®� REOtAROD ( SOHEOtRE ON SHEET 26) a (a a CONCRETE ON S 13) atanm. REQUIRED a 11 'IRElltYl INSTALLATION (D by WALK-OYER INSTALLATION otarION uP ru MR FW-m PsE PRE (1) HV FLOOR lNSTALLA�'IOK t ��a FUR PAxs PER V HY CEILING INSTALL,AMON VDLXE to SM 12 • cattsETE SHEET 15)!RE I r---a eaea.qt Exisntc , r a eeta e i 0 � ' YA% I $ ✓ a � 8 e $ t0.3/'SCR WASHER t a• #140/4• HEX HEM t a' --- 12`OLC. SCRs o t TEK 5'CA�TR a a•as f.1 "_Et4z314'30.3. OR t/4's-2O S.S.Y.S.—� (SEE CONCRETE NK 1 8 �"`/ 3 e•a s ORS W/Hut a o•as (SM HE e 4`FJl 30.5 Or aO. L. ? 1 7 A CONCR TM ANCHORS SEE NOTE 13(e) POURED,OR ANCHORSBLOCK oKs�13(b) POURED OONCRQE (SEE SCHETkRE ON ON SHEER t REOUD OR 00"CRETE BLOCK SEIEEt ta) REQUIREDQ HV WALL.Wi1E.R=YES IN�eI LAT1_tSN POURED Q HY WALL RAOR.INSTALLATIONfwwAqm i Qj HM RAINGUA D INSTAUATION t BM INSTALLATION BLADE W/ t THS MISTN.lAT10N SHALL BE t SIE 1K)w OF USE EOR (D H Y .BLADE RatF tY1N eottt,.uq]InN._aF 3EctleEls t 6 a-EDGE OfStMtCE R£YOYABIE VAGUE PESO I SEE ASSMMSAT 4 FOR TYP A&SIRAEER (SEE SC CMATIOHS ON SHEEr14) E}(IRAHcOPEitMtE Ew sum"ON am� . . 2-•Itouattu SEer"CAN OE COI"" N MPI WAY m Sat ANY NSTAfOMM ItNNlllt f1.ORIDA WIMM CODE h Veba Hankona Zona ''t a m13MMA HV er� ==IL � AnS.SwA. C 0 in a. ACC{}x'di�n Shl2tter System = V.BADE I N DR 0 U.W BADE A ILY.BADE Amorteon Shuster Systorns M arab+m: a�rAA ;TI TRW TESTING&ENWHEERINGI COMPANY +�,t;•,. $ S M NR 3WL SE,exa Soo wHw"NUUM ROMA 3EI Aaaoebibn. Inc. t ora tt-vl ay,3/ta am ata to Pf+on*s tscsMrE-rasa.Fab.(3Oa>�t-sari 4288 Waaboads DtSva : ORA"NC No .f t9`°`" West Palm Beath. FL 33407 3 wane A.mor ar.Pa4 is 084 P.E. SEA� � AIURE/DATE F WFWA°c /`�1°' E SHEET a SlEE END WALL 11 & 20 see=ts ON w0wo=so.w towo"o INST W1 (1) H AM Fo-uT-1 DWI Extsmo GIAW -ALLATIONS BLADE W"DM%WF S VALZ FG;k Au BLAQE WAY 9ELM�MAIE' 5 com——w-I wim waeo SEE END WALL CONI EMO CE-WHO GLASS DUAIIA ON SH[ErS 11 --— ————————————————————— —————————————--—-— 31/4- 7- 6 1/2' (4063-}a AUOO OPPOSING SYMMETRY-CAL I'VOTAFM /2 CENTERM 010.314•SM.S.0 12' TO GLAW S ,.SEPARAi1aN (4)lt AS TO W BY LOCK wl (SEE 011119.&ANDLE. .4 AT XT 12) 5 F-,N-] 5 (3) oe I oe L34 �11V`Fouf WE WB WC HVA POURED COOCIRM OR (LO)- wt -7 SYMMETRICAL 6 + 7 SE suss Q9 oamc CENTERMATES (sFE'to GLASS — DN ————————OSOLASS •W/ Hy LOCK oPnONAI. RN—j TO GL43S apnotol. (SM SCHEWULE 0 T -----—/-—-—- - i ON SHEEr 12) molm o 3 3 �7 2*lo z 9wwF -4 ouf 6 ljr VAX SLAM F o—u-T (DUFF 00) HVE -IIYE**I Oj HVQ FLORIDA BUILDlNO CODE (Vo It VolOcily ItUrfiCone Zone) 0 2015 EASTERN MAL SUPPLY.IND. BERTHA HVrm A.SmSmAn Accordion shutter System SAE#11 W/OR 1/0 N.V.MINNOW Wt U.MAN L can Shutter Systems ENGINEERING COMPANY Amed W.w oestimm VAX oaaN Br 7ILUT TES"NG Assoofallon, Inc. I OLD 11-i" SIAAMLunt o4 s 1 =5 K%L 30h,Vt.V&30%VW4M 0AF10045.UAWA 331W .(305WI-1530.f--(30*W4268 Wastroods Otive 2 l-1531 DRAWING No �—%utwaWAM West Palm Beach. FIL 33407 3 W-0owls 15-084 ".P.v 4 #44167 3 1#1011 WALMR A.TUR SHEEr P.E. SEAL/SIGNATURE/DATE U. 4 25 POURED CONCRETE POURED CONCRETE CONCRETE POUOR CONCRET CONCRETEEBt.ORMALL Oft CONCRETE eLacx OR CONCREYErruL REQUIRED wAILULot:K EREQU/tlEO REQUIRED BLOCK WALL REaRP£D .. �EXISTING GLASS DOSTM GLASS O 16"O �OasTINc GLASSutr.SDST101i� .. -S 112'UI GLASS*L WL -{j 2•illWN. TO GLASS(SEE LZ SMEW CN E EO Two GUAM(SEE 12 FOR GLACE OJ0 M O Q M(SEE M70 � 110 QASi(SFE S0*DU:E ON SHEET I/16-x3'MAX CN SHEET 28 TGR ON 5NFET IN TGR SO4pJlEQ/ON sET:'T 12 TOR TAA X(DASD (6063-Ta)CONT. t1JD6.Q)3 A 121 P®OR (wG� ON SIM 28 FOR ALUM.t(CL�LOpO�CAStER TESD 1 ,_ ��A PL TE(L TES 1/2 , � , 9AOESmh� ('"�' t3A0F5 Qlydt A V 1 DE �(+JJ I _.—_ +FUSE S'OR 2"SM7f. of 6) t/2`MIN. — /110.11/2•S.U. ^_ !11031/2'S.A.S. i _ (AS xI/a's�o'-z' I - o 1161 O.O - O Ir D.C. t _�_ _ 4 (8063-TAUJUM6 CLIP ANGLE AT MICR iT ` 4 ` (2)11/4 tTTTAPOONUS MCHORS TO SEE OW WALL AT 1"O.C.(LOCATE AT 5 OR SEE B1TAIl x FTxt pR �. TRACKS SIDE CONNECTION OR�` ET)TiDt SIDE E DET i d2 t SIDE CONNECTION �w�{�w ©j w a .�• SEE DErtR.x Et "mow lWQ "®•C�°'©•4 - smE TRACKS .(�.eC3�i l/^L!•�w w w 6 T $ •®" TO TPACKS .6 7 6 TO �•®-©' ,�©'� •®�@-@-pp 0- •E�►-tp• �• ' O•U•�-O'(`3`A- l'eY .a• .. p END CONNECTiON DETAIL a END CONNECTION DETAIL POURED CONCRETE OR •(aU0tlijED DRY OR SPANS 6RIATER TIM I:e-W —————.�DOSTTNG GLASS CONCRETE BLOCS WALL �Zss /'1 4 ttEQUiRFD �� TO GLOSS(SEE O 16 Y —-____ iS2 FM EttvON SkEEO CARE i/r Mix. m aA'S(st7E --=SIM -_--- ------- - s OR��Jv"l,=j'OR ON SHEET 2a ANCHOR O 1ESA�OE ANl OR 0!t) aAOFs�a A iz•O.C. 5 N SHE M 4 ----- -- � C ANCHOR Q E � --- - - - .._��11SEE J $ OR H�OR�OR SAt�� y 2"MR7. ♦BtADEAON S}EET 28 FOR 1�0R®�L'.7'OR�'.y VIEW Y 5 OR Q� .P_lAt1 DEML PottREo coNatE1E aft �wwt�w a T aTION RE ""'"t` ®'®-d�•0-d•®- a•Q•d •©•U`Q�t 1 HV BLADE OR HV WIND BLAbE INTO 0-0-0- -0- CONCREI� OR CO[� ET� BLOCK WALL END CONNECTION DETAIL(g) O•®-®•d�-�•®^>OO END CONNECI[M DETAIL 6�.Q•�-®�®�•�-� Fi,ARIQA 8tlltDfti(i CODE fto0 High Velocity 8urr(eane fond m 20SS fAM1N uCIAL,SUPPLY,INC. O "kkm•�"" "1 i�O" N�� A,■S■S■,A■ Accordion Shutter System Amedcan SfiMNei• Systema Y WE N OR o M."M WX SMY.BtAUE �r = TICCIT TESTINO Sc ENGINEERING COMPANY11 -a STAiE pP •� ama Rx 3G0.�.V.306 VAGM GAM045,nsaat 331 Aeaoolation, Ino. 1 oto 0-sa u/Uta t► of7,311/ , P Phone:tMWI-13210.Fm::(305)871-1531 4268 WeatroOde Drive 2 DRAWING No y��0 ��. - 400d710«,+ West Palm Beach, FL 33407 3 wasm A Tltlrr Jr.PE. 4 15--•08.4 nrea LkL!44161 5 SHEET P.E. S fRrfC►itilsl �2Ej0A7E 6 it SCHEDULE i1 ±EDLILF iGHEDULE 113 MAXIMUM SHUTTER SPAN 'L+"OR L-" MAjOMUM SHUTTER SPAN* 'L+' MUM SHUTTER4SPAN*1+" (R.. FOR RISTAL® ®oCENTERMATES- r or OR 1 (R.) FOR R R.-"(R.)-INSIONS �►S2L A71DM L1E= INSfAL1AINS W/ CONCRETE k ms' W/ ONE H.V. LOCK ®'br®or or W/ ONEOCKS MANSORY WOOD ®W/ NO LOCKING RODS or ONE HV LOCK or or® (i)L+:MAXWIRM ALO&BlE SPAN FOR A CNFN TES W/ ONE HV •r W/ NC LOCKI RN S® OR W/ NOING WALL A. B. C. D. E, M,N.-0, P. Q, ASD.POSITIVE DESI M PRESSURE RARNG. ODS L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/T1Y0 LOCKI RODS ®TOP & (SEE NOTE t) MOUNTING F. K Q L R.S &V. ASD DESIGNPRESSUM BOTTOM SEE NOTE FLOOR/CEILING MAX A.10, .CONCRE>E Ae G. H. 1, 11 k J T. U.W EL X (2)PROCEDURE TO DE MNE MAXIMUM SPAN FOR Do" WAX AM PL VAL ASA CONCRETE CONCRETE t WOOD NFS�7ApU�A1/KRIS CUM oF.v INSTALLATIONSMOUNTING WNL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CUM roatr0 PRESPREArA1 40V PFMMM n nbwcmm woomm OMEN A POSITIVE ASD DESIGN PRESSURE RATING, �Ba'a) Twa FLoaR/cauNG Mounrlxa TD+ra OR DETERMINE W AMUM SPAN 1+•FROM SCHEDULE <+as-) (+ae-) ffoa7 uourmNO GIVEN A NEGAINE AS.1 DESIGN PRESSURE RATING, L+ L- L+ L- Lf l- L+ L- DETERMINE MpOMUM SPAN'L FROM SCHEDULE 30 OR 1G-0' 16'-0" 18'-0' 16'-0• 30 18'-0' 16'-0' 30. 16'-0' 16'-O' • •-0" 3$ 74'-10' 14'-10' 35 15'-2• 16'-10' MAXIMUM SFRJTTFR SPAN'L+'OR'L-'FOR FTNAL ALLOWABLE SPAN S EQUAL TO THE 40 13'-f O' 13'-10' t4'-r -15'-2• 40 13'-10' 1S'-10' 40 11'-2' 13'-2' INSTILLATIONS INTO WOOD SWILL BE LIMITED TO SUM DETERMINED WAN BETWEEN 'L+'AND'L-". IS-1- 15-1 - 45 IS-1' 3•-1' 43 13'-4' 14'-0' 1 105 Pal.As.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DEU NE 4AXIMUM SPAN FOR 50 tY-s' IY-s' 12'-6• 13'-7' 50 12'-s' 12'-5' 50 12'-3' 13'-1' COMBINATIONS N BETWU WALL MQUNtTNGS 55 11'-10' 11'-10' 12•-1• Ir-11' 55 11•-10' 71'-10' 55 11'-1' 11'-11' W/FLOOR/COLNO MOWTINGS: 80 71'-4' 11'-4' 11'-7' 12'-4' 80 11'-4' il'-4' 60 10'-2' 10'-11' FOR A GNEN POSIUI£AS.O.DESIGN PRESSURE 65 10'-1D' 10'-10' 11'-1' 11'-11' 65 70'-10' 10'-10' 65 9'-S' ltl-Y (TATS 70 1tl-8' 10'-B' 10'-9' 11'-5 7Q ltl-6' 10'-6' 70 B'-9' 9-4' DETERMINE- 1' HV CORNER CENIERMATE e3 MAY BE USED Q AIT. L1+-MAX.SPAN FOR TALI.MOUNTING INSTALLATIONS 75 1tl-r 21-1w IO'-1 111-1, 75 1tl-1' iG-1' 73 - 8'-9' MC1?ITM NISTA JAMONS L.00IaNG SPECWATIONS Lx+�MNf.SPAN FOR FL00R/COLINO MOUNTING 60 9'-70" 9'-10' f0'-0' 10'-9' 80 W-10' 9'-10• SHALL BE AS INDICATED ON MANDATORY OONWONI 12 INSTAIIATIONS. 85 9'-6' 9'-8' 8'-9' 10'-5' 85 9'-8' 9'-8' NOTE 15.SHEET S. 90 B'—J' 9'�7• 9'—S' 70'-1• 90 9'-3' 9'-3' FOR A CNEN NEGATIVE AS-0.DESIGN PRESSURE DATING. 95 9'-0` 8'-9' 9'-2• 9'-10' 05 9--0' 8'-9• DETERMINE 100 8'-9' 8'-4' 9'—O' 9'-7' 100 W-9' W-4' L1 MAX.SPAN FOR WALL.MOUNTING INSTALLATIONS. 105 8'-7' r-11' W-9' 9'-4' 105 W-7• r-11• L2—e MAX.SPAN FOR R.00R/CERMC MOUNTING 110 6'-4• 7'-7• W-7' W-2' 110 W- 7--7• SEPARATION TO GLASS SCHEDULE INsaLLAnods 115 W-2' 7'-3' W-4' 8•-11' 115 W-2' 7'-J' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 W-0' 8'-11' W-2' 8'-9• 120 W-07 6'-11' MINIMUM BETWEEN 114',11-2+7."Lt—'AND 'L2—' 125 r-10• W-6• 6•-o• w-51 125 71-10• 6•-B' WIND ZONE MINIMUM 130 r-8' tl-0' 7•-10" W—I' 130 r—e' 8•-5' (4)GO TO ANCHOR SOEDULE WOIl FINAL WWLIUM ASTM E'-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 r-S' 6'-?' r-e' r-9' Ras r-r W-2• TO GLASS PRESSURE RATING TO MMUNE MAXIMUM ANCHOR 140 r—s• 5'-11' 7'-7* 7—8' 14o r—s• 5•—,r SPACING. 145 71-31 W-9' 7--S" 7-3• 145 7'-3' s'-9' 150 r-r W-r r-4' r-D' 150 7'-2' W-7• 1 THRU 3 155 7'-0• W-5' 7•-2' W-9• 155 7'-0' W-S' 160 6'-11' S'-2' T-1' 8'-7' 160 W-11' S•-2• 165 W-1o' s'-1' 7•-0' W-4' 165 8'-10' 170 6'-9• V-11' 6'-11• W-2 170 W-9' V-11' 175 6'-7' 4'-e• W-9' V_O 175 6'-7' 7-9' 160 W-8' I 4'-8' 8'-8' I5'-10' 180 W-6• V-87 . 185 6'-5' V-6' 6•-7' S'-8' 185 6'-S' 4'-6' . 190 W-4' 4'-,' V-8" 5•-e' 180 6'-4- 4'-5• H V• BLADE - 195 8'-3' 4'�' 8'-5' 5'-5' 195 8'-3' 4'-3' .• ' 200 W-2' 4'-2' W-4' 5'-3' 200 C-2' ,4'-2' 205 W-1• 4' 205 . TI( FLORIDA DUILOING CODE It;h VBIOC Hurricane Zone .......... 0 207s FAI m METAL suPPLY•INR EN ' '9'_ 'L E C f1Nc. AnSnSn ,A. Avco don shuutter System * �l/�Bli.f F A Amert6an Shutter emaKv. 1 W OR1 Q NV.MVrDOYt RUDE R HV.RUDE -o STAT = ntur TESTING NR t]RQINEt721N0 COMPANY olularml w DRAWN en ML 6333 KM.a6N.a1,sw.aa3,VWNA aM M n°w4171 AeNTaolation. Inc. 1 NAD n-tN o./1a/1s rlue 04 t3 is ,-IV�'•., OR .\ s P"0"'7 1 ,;� )077-'617 4288 Weatro0ds Drive 2 DRAWING No MR rys'r10(VAI�� ``��, WW�A710I, PE West Palm Beach, F7 33407 15-084 P.E. S?ft!61JWRE/DATE BARO"II`' "1°7 ° SHEET ° 28 UA- AC*Jd DMM NEGAIM I 1!11}1 WAMMRRMSPRRf9MQkqk@4MUna1 SCHEM iffiffibm INSTAL"LA190N.S ANCHOM SPAM 19MID POuttDCONCRETE CM UMMM A.0,06 D*0 NW•7 .POLOW C MOONCIRM TAPCOM OR QPWML SILSWNG I Q)) SILLOITUNTM 0&0 TAPCON WITH MAKED Q&WALL UOUNTM TMEAMRM UHNOIJOGr Wvfta (i)w-4LL W-*ZM OMAN )WLL I IM IVV - W/ tz- (to) "M M3GN MUTNE LOW(90*WO OEM I $41XIAM (600 1 AS.06 DESM MRAIM 1,11 U3 C 00 &SML OM ALL POINTS SOW-SEF 30 4o eD 75 90 120 xav 30 40 80 173190112011801206 30140100 75190 120 M1205 30140160 75 00 1120114101205 30 401 SO 75 90 120 160 203 30 40160175100 120 xeo 203 0"TAP 9 a a v 0 14112110 19 a "r-C s— 37—0 a a I a I a a 7 M TAPPER+ 4 1 n Ito 1,9 a e If 4 ?1 io- 9 a a 6 - - - -10 6 - 14 12110 a I a I a s a a S. o S' 6 14 12 10 8 a S 0 14112 9 a a 8 0 14112118 9 8 8 0 6 " 12110 9 8 lit to 19 a a - 6 a- a 3 14 12110 9 5 a a at 8 a a pa 14 1 sa I to I a a a -r-14- OR LM �FI-2 10 a a a a a 14112, 10 0 a a 41 0 14112110 9 7 AIR 1101 a 8 -6 -%112 10 9 o a a a t4 112, W a a & 6 0 14112110 a a. 8 a 14 12 1 W 9 8 S. a at a a IS 112 1 to 19 s _6 -4 14 12 10 0 IF a a 0 M112 10 9 IF 7 - 4 12110 -r-r_7 —0 a a a 7 ad 4 14 12 10 0 8 a 8 4 14 12 10 a 24112 to 9 6 a • 0 14 If to 9 a, a as 14 12110 S AF-C—4 -T a a 0 5 a a 0 8 8 8 14112 -fo- e V-W — -1- 8 6 8 8 6 4 14112 10 9 8 6 6 0 14 12 10 0 a a 14 IZ 10 0 S IF 8 8 a a a 8 as 4 !4 a 4.5 14 12 10 9 a -• a 4 a a a 7 " 1 !22 11100 119 f- a 6- TF W JO--V 8 0 0 6 14 1 IZ 10 9 6 8 6 6 !4 + -- a a ?A,so-7 SEE RMXMMR 4 t a a _4 !1 10 0 a a 14 12 10 14 32 toig a 11-4A 14 12.to -9 8 8 4 33 J4 1 to 9 a a 5 a 1 12 W 9 7A - 14 12 W 1.6 SPEMMUS 14 12 1019 8 8 4�4 14 12 10 9 8 a 6 33 14 12 o & a s if t4 n to 1 9 8 7 14 12 10 9 a a a 3 a a a at a a a 14 12 to 10 a as -t 12 -8 IL51- 14 11 to a a a 5 Is 12 101 0 6 3 14 12 10 9 a 7 a 8 a a 2 ON SHEET 14 IS 9 7A 4 1—!9.�a 183 6 f UA 14 12 to 0 S 8 a to 1 11 101 9 a - 14 12 to 0 a 7A 3 a a a a 14 12 10 1 9 6 1% 12410 -a 7-1 W a a a 14 12 1010 a 3,5 t4 12 10 10 8 8 4.61- 14 12 o 6 a a a 12 "17.5 4 14 12 14 12 to I IF a as 12 10 9 6 8 431- 14 12 10 0 8 18 8 4 14 12 1010 6 14 " to -* a a 4 -8 -- a 8 S- 1.3 14 1 0 11 4 8 8 a 8 7A &S 4 3 14 12 1010 8 3 10 9 IF 8 14 12 10 0 S 18 "AS 1 1 10 a 4A L- 14 12 40 19 S a -114112 10 9. 6 6 4 1- 14 12 10 9 18 IS a 665 %III IW 9 14 12 to a 4 a 0 4.5 - 14 -r# II-F &S &S&5 4 3 14 12 FIG 1.9 8 4 14 12 10 9 s as 3 1" 14 11 to - 14 112 8 8 8 6 7.3 5 12 to t a-- a 4 14 1 10 9 a SO 3 1- 14 12 10 -9 1 5 IS 6 14 112 1 to 0 6 1 IX 7 a V-0- '4 12 10 12 MS - 14 1 U 10 .0 0 4 -1- 14 12 10 9 3 17 4 14112 W SS - - - - 14 12 TO 1 8 a a a a &S - 1 -y- -=-= - - 14 12 20 IaS, 8 8 a Fit to I IF 17A L73 RT12L 10 a 8 a 1 14 12 10 9 a If a 14 All a 4K 7 3 10 9 1 14 It 10 9 6 IS 14111 7 14 It 7 IfkA 33 - 3 8 7 &5 4A 3A - 14 It 1019 1 d"A - - - 14 11 to p is 3 1- a a a 1 6 73 7 4 *SEE OF 12 14 11 10 9 s 4.s I- 14 iz IS IF a 8 14 112 USE FOR M to a M� - a &a 14 111 ILS 3 - - - - 14 1 8 a 3 7 SS 4 3 - HEET 28 T4- 11 1 L5 3 1*2 to a a - 1 14 12 10 9 M"U112"Ns 1{ T- to Or 0 4 1 14 12 10 0 a a 14112 - - - - - - 14 11 #S 7.5 a e a is a 4.5 - 2 10 0 3 Ij;-r 3 9A 68 6 a 8 14 12 to So - - - 1 12 10 a is - - - 14 12 1010 - - - 13 IM 4 - I -—1A 5 —— 4 14 12 10 9 73 F4 12 to 1 9 a - - - 14 It 10 5 14 12 10 0 &Z 5 11 L a 11 4 SS a 3 g._W 14 12 to 14 11.5 43 -- 14 IIA 7.5 6 - - - - 8 a 7.5 6 6 4 14 12 8.5 4 - I T2 to 9 4A - - - 14 12 10 19 7-5 - a 6 5 43&S 4 TV r 1-2 1 —s 14 -12 to a I - - - 14 11 1010 a 14 12 5 - I - - - - - 1,F 12 to f &5 as 14 12 a zs 14 12 10 9 Lot- - - INIA 11.5 1 — - 0 8 IRS 4A 33. U 12 10 1 : I to E-5-9- a a a a a 4.5 4 12 03 3 33 1- 12 10 9 "1- 114 1217 14 1 -14 ICA 7 35 - - - - a a 7 So*0 35 W4 3 - If 12 10 0 3 1- 14 12 10 9 6 1 M 1051 3 - 1 55 -it 10 0 s 1- 9 a 114 111- - - -1- 14 11 7A - 6 8 7.3 6 8 - 74- 12 14 1 '1 0 14 12 14 It 10 - I-1- 14 IZ 10 - I- 003 a 5 8 4 35 - T4- 12 —74- 1 a a a 7 331 w - - - .10 14 12110 114 12 5 1- 14 12 10 TT tz 4 - - - - - 14 12 10 - - - - 14 12110 PA - 1- 2.0 gis a a a 5 5 4 14 12 to 14 12110 to - - - -1- 14 to 7 6 8 7 If 4.5 T4 2 &51 - - -r- 7 - - - -I- 9A 7 - 6 1 4J5 33 3 14 12 14 12 10 - - - -1- 14 12110 T_ 12 ab 14 12 10 - - - - - 1* 12110 L2. 4 14 a a a a Irl - 11 10 - - - -L a -2r It 12 a 14 12110 65 - - - -I- IA M5 4 4 8 I'S 4 4 4 4 4 4 WT 1 14 t2 10 14 Il 5 25 DA I- 3A 14 1 - - - - - - 14 121- - - - - - 4A - - - -I- -- - - - - - - "I&S 3 - - - n1 HV MADE OR n1HV BLADE 14 12 14 121- - 12- 1 112 a a ala au = _ W/ BLADE - - - - - - 121 - - - 0,81 a -I a IF 514 3A - WINDOW BLADE 1 12 IS !14 4 12 - - - F N -Z- 13 a 1.5 113 8 a 11314,3 4 11 _ M 14 12 - - - I* U I-I- 41121- 1- - - - J4 121-1- 14 13 - - - - - 8 61413 -I WORKINO-IN UNISON 14 111-I- 11141 2 14 12 a al at a 7A 4 4 12 14 4 4 4 4 4 4 4 4 4 4 4 4 4 4 If ,4 4 4 4 4 4 4 4 a IF IF 7.6 IF S a IF IF 4 4 FF 7� SS IF ,4 ,4 F4 ,4 4 S 4 4 IF - I' I 4 4 IF 4 4 4 4 4 4 It 4 45 So 4 4 ,4 4 ,4 4 a 7 3 7- 1'0I 4 [4 7 a IF 14 1LI.1 14 IF 7*3 4 , - - - 14 IX I-I i 11014 - - - - - 10 75 - - - - - -- 0 7.3 3 J4 4' 0' 1 14 12 21 1 14 111,51 1-1 14 121-1 1- - - -IGUI 4 - - - - -1 03 a - - - - - - 7A ?A CA 33 3 - - - - 74- - - - - - - a a a 7 7 &1 -14- = a 7 4.5 33 3 T4- 6- 7.5 3 4 - - - - 141 6 a 8 7.5 0 3 IS W-0, - - - - - - - - - - - - 8 63 4 -T- FLORIDA BUILDING CODE Mm High Velocity Mufficone Zone) 0 2013 UMM METAL WPK-f,IND. BERTHA HYD tv. #I W1 ORN/0 ILY,WON WME IF W.WX T,Mi-C�01 w 7 A. .SnSmAw Accordion shutter system,; Amedcan Shutter Sys%me Mv. DEMPIT" oh I DRAW M' M.L TILUT TESTING IF ENGINEERING COMPANY Assockliton. Ino I ow 11-94 04 5 13/15 STATE Of 4268 Westroads Driv*e -2 ff a%tFIL 30G,so,sm.x,.vomm aimm nUaM Mm {30IM10-no.I=z(30SWI-1531 — DRAWING No utgaoftac— West Polm Beach. Ft. 33407 3 01-0000719 15-084 J,.P, 4 WALMA A TAW RAIWA U�0 441a7 5 SHEEr P.E.I4 13 OF 28 SPECIFICATIONS ON ANCHOR REQtI)REMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (BEE 1A7t{T(H29 E a i R ON SHEETS a EY 7) 1.ANCHORS TO SUBSTRATE SHILL BE As FOLLOWS: 1A1I1RTD amll 1Waa®CONa1EIN WMN (g)WALL SILL UN MOTING ©COLING MOUNTING QFLODR MOUNTING '/'V# m E705RNG POURED CIN k: 11a+3 loq - 1/4'0 TAPCGF OR TAPC0N 14 WIN AWANCNCED TMFADFCAtA TECRWOL00Y ANCHORS Ag'MMJUFACIURFD Ff LT-W-BULmIX,(WW�L ra.3 ImI) A DesHGH N LEAD -1/4'0 x 3/4'ALL POINTS SOLIO-SET ANCHORS,AS DISFPBUIED BY ALL POINTS SCREW,BOUT t SR0K7Y COWPNFY.(LFL To.3ON) lai) TAE'CON OR - 114.0 BLUE TAP CQNai£TE ANMM W/CAP AS MMIUFAMURFD BY FLORIDA msTENPxs OIRECT.WC 00e,ra�-2� 30 40 W 173190 120 1W 30 40160 7e 10 1120'160 207 30 40 00 78 90 120,160 206 �Wf01 ADVANCED - 1/4#TWPETt+ANCHORS AS MANIIFACTMED BY POWERS FASTENEIS•M.AND Dmnwwm BY ALL PARTS SCMN.BOLT&SPECIALTY tt 10 9 O e e 0 0 0 0 INREA�DfYlI514 K1dDfy COMPANY OR ANY OTHER APPROVED LICENSED OR AUDbRD:ED"MM RWSILVD IMM 7HE AWFRICAN SHUTTER SYS 86 ASSOCIAT1011 NO. J•-0' 14 tt IO 0 e e 0 14 12 10 9 6 e e a 14 tt 1 0 0 a { 6 All (lOn•fa.3 kY) 3R LM 14 12 10 D 0 O t a. 14 12110 9 e e 0 14 11 HI S e e 6 e 7�W CAP �� , 14 1 b p 0 E. e 7 14 12 1D 9 8 e e 0 14 12 f0 9 6 e t t A1)LtN11Ui MO POURED CONCRETE OF TAPOCH OR W&W WITH AtNANM THRFADFO I TECHNOIDli11 ANCHORS/THA TAPPER+ 11 11 10 0 e 7 ae 3a 14 Ili 10 0 6 0 e 14 tt t0 0 0 9 { 0 •TAPPER+ ANCHORS 14 1 J/4'.AND FOR BIDE IAP W/CAP ANCfpTS 6 1 1/2'. 4-0• 14 12 10 S a e 6 f4 12 to 9 a 6 6 14 12 10 D 0 a s ea U-tt 10 9 a 6 e 4 tf 12110 9 a O 0 44114 12 10 9 a 6 4 JD A2)uNso y Elmeow Fr OF 1/41#1 3/4'ALL pw S SOw-w ANCHORS SHALL BE 7/8•INTO THE pOURID CONCIREIE No FNBE i 14 IZ 10 9 6 e e 43 14 12 10 9 a a a 56 14 12 to 9 e e -8-44 INTO SIUCCO SHIN.BE POWFIED.1/4•/-20 SS WCONE SCREW USED SHALL BE T 1/2'LW W6AalY SHOULD SIU000 DOST,ANO 14 12 I 9 73 dE J.6 - 4 1Y 10 0 a 0 0 O t4 12 1 0 0 7 6.6 •OHA06 W 410715 ftlR 1•LtAD11HA FOR WALLS WON NO SIICCO. . 5•-0' 11 tt 10 9 a 6 t 6 14 12 10 9 a 0 0 3a 14 12 10 9 0 9 0 4A 14 12 10 9 O 7. 4 - 14 U. 10 9 6 AL3 8 3A 14 12 f0 0 6a 6 3A 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PAN"PAVERS OR Wry VOW BE Tom o0N!�THE E70SNN0 1LVL OR FIAOR T4- tt Io 9 e 7A 43 - 14 12 10 9 6 e •e 43 14 12 to 9 e a-" 76 ANCHORS SHALL BE LOW 00"m REICH THE LUIR SIRUCIURE BEHIND SAO WALL FpaSH M MWACE SHILL BE AS N WATER ON 14 11 48 73 43 - - 14 1 0 0 s 73 e3 4 14 1 10 9 6 6 4A 36 NOTES A7)a:A2)ABOVE.FOR 06T/II1A1101NS ON VNRM.SOW OR ETS WITH OR YAIHOUY METAL SNDS COISULT THIS FNCINEm FOR 6'-Be 14 /2 f0 0 a 0 6 - 14 12 f0 9 6 a 6 e 14 12 10 9 6 0.6 0 3a INSTALLATION MIO EHE$WITH METAL STUDS SEE SHEET 28A, 14 12 10 0 7A 3 - 14 11 10 ab 7 ab 1 3 11 12 63 0a 4 3 1 12 10 9 e e - - 14 11[10 9 e ss 76 f4 12 10 AL3 0 e 4 - (B) TO OWING coNcRETE Blom(ASM C-90) 14 12 a 6A 4a 3 - - 14 12 9 O ab 43 33 14 12 f0 O 7 6 - 1/4'►TAPIM OR TAPcoN WTTN ADVANCED TwitwwoRM 7FC}imam AmMoRS,AS MWAIFACfUAE D IT.W.BIALDFO(. 7.-0. 14 11 10 9 O a - - 14 12 9 a 7 6 4 14 12 10 9 7A ILO 4 3 -1/4 0 K 3/4•ALL POINTS SOLJD-SET AJ 000 AS DMRIDUIED BY ALL pOEHS SCM,BUT k SPELYNTY COIpAN/. 14 11 10 a AL3 4 - - 14 127.6 a 4A 3a - 14 7 as 4A as - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CO AS wNlw=URED BY FLORIDA,FASTEHES ERECT,MC. u 1 1 6a 7 4' - - 14 12 9 73 bA 4 - 14 12 D 7 73 46 - - - 1/4%TAPPER+ANCNOTS AS WWACMRED BY POME7iS FA4TBRFRS 3 SPECfALTY14 11 7 AL3 43 - - - 14 12 0 73 a6 f - 14 12 9 7 0 43 J - + OR ANY OTIFR APPRg1ED LIGDSED OTR AUIFIOR®VENDOR REaSiFRm 1MM lfE Al1ER1OR1 SHRltIER SY9iE3L4 ASSOC1A71aR,14 IZ f09to12 9 6 6 4 - 14 11 10 a 63 5 33 �12 68 7 6A 3 - - 14 1203 ee 4 3 - 23 i a 0 4 3 - - TES:IaH•I11M kLBm11E1RI URfO ODNCREIE BIRCH OF Tf4 12 9A 3 e - - - f4 12 a as 6 - - /4 tt e 0 ed 4 - - APCOK BUIE TAP W/CAP ANtlM AND TAPPVt+ANGORS S 1 1/4'AND UPCON _ _ WITH ADVANCED THRFADFORY ANCHORS IS 1.13 93 46 6 3A - - 14 12 0 6 &S 3 - 14 a FLA 6 4 - TSR•' OV ' B'-0• 14 11 t0 0 a - - - 14 12 f0 9 73 43 - - 14 12 ea 7 0A 4 - - &2)MU DIU&I EMBEDMENT OF 1/4'6 x 3/4'ALL POINTS SOLD-SET ANGORS SHALL BE OMMY DMOED INTO THE CONCRETE BLACK.NO 14 137A 6 - - - 14 I1 7 6A 6 3A - - 11 a 65 43 sa - - - EIEBEDT INTO STUCCO SKILL BE PF10aI1ED.1/4'6-20 SS MACHINEBESCREY USED SHALL 1 1 14 12 0 ad 14 12 0A 7 da 4 - - 14 03 7 63 6 43 - ECftSTIEEI1'IR07Y ,AND I1M FOR WALLS WIN NO STUCCO. /2'LONG LW{6,Y 9101ED STUCCO 1 &5 &51 4 1- - 14 12 0 7 0 43 - - 14 11 7 6A 4A 3A - 14 12 10 917-5.- - - 14 12 10 a Al6 - - f4 12 a 6 6 4 - W CASE THAT PRECAST SMKEND M TO R ACH TETE PANELS.PAYERS OR ANY SAID WAIL BE FOUND MI VViEHDR GES HA WILL S FLOOR 14 7 .13,11A 6e. 54 3 - - 10 7A 6 4 J - ANCHORS SFUl1 BE ImHO ENOUGH 70 RFJIOII THE MAOI STRUCTURE BEHIND SAA WALL FlH{51SS 19CtIDRI:OE SHALL BE AS INDICATED ON 14 11 73 0.e - - - - 14 Ifa 0 I 6 4 - - 26 GA 0 6 4 4 - - NOTES 0.1 d 02)ABOVE FCR INSTALLATIONS ON VINYL SDINO OR EFS WITH OR WITHOUT LEON STUBS CONSULT THB EHMEDL A O 6 - - - - - 14 12 6 m bA • - - 13 10 66 6 4 3 - - (TAR INSTALIAVON INTO En WITH METAL SRDS SFE$HEFT 280. 11'-0 11 12 f0 1- - - - - 14 12 0 7 a 4.5 - - 14 IOA 7 6A 144 35 - - 23 DA e - - _ _ _ 11 9 6 43 4 - - 9 7 4a 33 3 - - ,(0) ANGORS SHAM BE I SIALLEU FOLDNM ALL OF THE f�ODUENDATUM AND SPEWICA7ONS Of TE ANCHORS WWII XWRER. 14 10 7 - - - - - 14 IDA 7 0.6 43 - IVA be 65 4.61173 - - - A 7 4A - - - - - 14 IIA 73 6 6 - - 12 9 0 4.5 4 - (D SEEF-D. SPACM 5p1l0HaE FOR ANGORS 12'-0' 14 11 10 - - - - - 14 12 0 I&S ds -I- - 13 10 L6 6 14 - - - EDGE DISTANCE MISUS SPACING SCHEDULE FOR AIMHORS- 1.5 eA 44 - - - - - it a 1&3 4 3.5 -1- -I a 6 4 3 1- - - - VA1a"ANCItOR SPACINGS ARE VOID FOR EDGE DISTANCES NDICSED BELOW.FOR E 0.LESS THIN THE MICATED.RMUCE ANppR SPACING 34 03 6 - - - - 13 0.51" 6 4 - - - 0a a a 4 - BY WA MYNO SPACM SHOWN oft SCHEDULE DY THE FOLIDIRD FACTOR$ 0 FLA - - -- - _ _ 4 10.0 7 U 4A - - - f1 ab 6a43 as - - - REDUCED OBfAUIED BE LESS CHAP! SPACM NOm FOR EW ANCHOR TYPE 13•-0 D 14 113 7.5 0 e - - - 11 9 6 L6 4 _ _ _ FAL•IBR OM as e - - - - - - 10 73 6 4 3 - - - 73 4 3 - - - - TAPCON WITH ADVANCED TAPPER+ 2.5 - - - - - - 2 9 t 4A 4 - - - 93 7 e 4 - - - - EDGE TAPOON 7}I�iADFURN lEga(O1+01IY TILL POINT SOLID SET BLUE TM W/CAP e • - - - - - 13 23 a - - - - 9A 7A 6 4 - _ _ _ DICTANCE MN•SPACING 14 0a 7 - - - - 11 4,J - - - _ ED. W4.SP/VCINO J' IOL SPIOINO.3' SPACING.3 1/2' 11eN SPAC9O.3i 3 3/4' 4• 10 73 - - - - - - 9 7 46 3a - - - - 7 a sa 3 - - - - s POU{D aGN7 10N0E7E H CONCRETE BIOCKt OONIRMTE Iff 70C1c a WL FA.3 1/4' EL.2 t/t 13 e - - - - - - n e - - 9 sa - - - - - ao1lcAElE e1- IR Fa.31 LIN.Ea.z t Tal® CMAWE am • - - - - - 94 7 4.0 .• - - - - _ _ 3' 1.0 0.90 to UK 0.78 lA 0,84 1,0 15•-0- 9 - - - - - - m to 4 - - - - e3 a J - - - - - IN UNISON♦ 2 1/2- - OAt 1.0 - - 0.67 . 1.0 _ e e - - - - as 6 4 - - - - - 2' - 0.71 - - _ _ _ _ - 0.61 - is - - - - - - - {A a - - - - - 0 7 - - - - - , 1 1 Y O.SS 0.36 _ e - e 4 e 4A 3 e -L.L - - - - - FLORIDA BUILDING CODE m High Velocity Hurricane Iof19 °�•"`,` A.TI[Ij' ., o zols wtERN METAL Su"LY,INc. 1L A■S■S■A■ tem BE n Accordion Shutter S HA HVsECO „■�. U)3IAOE 1 ter ORll ILv VOM RM& ftw ill *= TILLIT TESTING 3 ENGINEERING COMPANY Amerleall Shutter Systems DATE WAM eT: ILL STATE OF = aaa Nr.aw.St.a.WN M91141 G&IM .AOMA 331Ancelotlan6 Ina. 1 OTD t t-µ p3/1e w1e 04/13/15 I Com:(300)e7f-16]0.Fa.:(306)x71-1511 4268 Westroods Drive : O••, Dfl1 r-ma{:UX.00O-L- DRAWING No F G���`� FA-6oO6r19 West Palm Beach, FL 33407 a i`ss/ONA►.��t•``� WALTER A MUIT V.P.& , 15-084 P.E. Sb lJI80.oM1Y81 E/DATE H°RCA LI`'0 44167 ; SHE0 Er ,A MUM ANCHOR+ SPACING tin) SCHEDULE EOR A GIVEN MAX. SHIER $RAN. NEAM • ASD DESIGN PRESSURE MATING AND A CORRESPONDING MOUNTfN� TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) U B ctS T" F=-AT E' SOUTHERN'PINE Na. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2• MIN. COX DOUGLAS.FIR.W/ MIN. G=0.00 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT TCEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL-MOUNTINGS (ft) M. N. O & R W & X M. N, 0 & R W & X M. N, O & R yy & X P & Q 0.N�lGA1NE aFS1oN IOAa N9:ATNE 0f51CN LOrD 0.Nn9 m OEM wm MMTW Of5Cf1 ww No6VSE Dmw.AID NESA7R£Pe"tmw 4 WOM OESeor1 LMD 30140 60 75 90 105 30 40 601751901105 30 40 60 76 90 05 30 40 60 7b 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 80 75 90 105 •-W ON t2 10 101918 8 6 8 6 8 8 5 12 10 10 8 8 6 8 8 8 8 5 4 12 10110 9 8 8 0 8 6 4.614 3 6 5 4 4 4 3 4'-d' 12 10 10 8 8 8 6 6 8 5 .5 4 12 10 10 9 8 8 8 61&514.513.5 3 12 10 10 8 8 6 8 6 4:5 3.5 3 2.5 6 5 4 4 4 3 S• p• 12 10 10 9. 8 8 6 8 5 4 .5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 B 12 10 10 9 8 7 6 .5 .5 3 2 2 8 5 4 4 4 3 - 8'- 12 10 101918 65 6 6 4.53.513 12 10 10 9 8 .5 8 5.513.6 3 B 2 12 10 10 9 6 3 6 48 3 2 2 8 5 4 4 5 7• p' 12 0 0 9 8b 4 6 .5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.S 2 12 10 10 7 3 - S 4 25 2 - - 6 S 4 4 12 0 td ZS 45 3 8 5 3 2.512 2 12 t4 10 5.S 3 - 5.5 4 2.5 2 2 - 12 10 SO 4 - - 4.5 3 2 - - - 6 5 4 - - 9'^0' f2 10 10 5"3B - 8 5 3 2 2 - 12 10 65 4 - - 5 .5 25 2 - 12 10 4 .5 - - 4' 3 2 - - - 8 5 35 - - 10'-0' 12 10 T.5 4 - - 5 4 2.5 2 - - 12 1015-513 - - 4.5 3 2 - - 12 10 I - 3,5 5 - - - - 8 5 - - I f-O' 12 10 5.5 - - 5 .5 2 - - 12 10 4 - - - 4 3 2 - - 12 10 - - 3 2.S - - - - 6 512'^0' 12 10 4.5 - - - 4.5 32 - - 2 3.52 5 - - 12 10 - 3 2 - 8b13'-O' 12 10 - - - - 4 3 - - - 12 10 - - - 3.5 2.5 - - - 12 7 - 2 2 - - - - 6 4 - 12t0 - - - - - 12 7 - - 3 2 - - 12 5 - 63 - -15'-0' 12 - - - - - 3.,5 - - - 12 - ^ -1 tt'-0' 12 - - - - 312 4-RIITES ON ANCtIORS REOUIRBAENIS: WOOD.SUBSTRATES. 1.ANCNOIM To MU.noon OR S"MW Soffer SW1L K AS FOMOWS: . OR UPM'""'•°^ °,�^�„ Om mflm'AN SlEkm I �` C1�HV BLADE OR n HV BLADE W/ uw.eueo�rx w�v>Ruw Ttr�tsEO vfirEtwwwN As RrOecATaa u EAat faEcteotr at stFsrs to a,,s. . 2 HV WINDOW BLADE WORKING IN UNISON LW SOMW a m PM".S.M� , ,YPE V.A1£Er,9,UD S11Y1 r OF 3.Suesla,Tla S VLL OOf M of THE FOU00M SEE UUffAMM OF USE OF soNnatw PRE No.2 W/C-043(MOS) KAM ON gaET 28 ooucutS FIR w/O-OM(tos) -sfMO,r,B Poe M MM w/c-aA3 OzOS.) . a n ic¢PINE fw SO=W/�Ms s.) ' 'i -MRL t/Y cm PUROOD(tow APA) 4,11 XH M SWIL of Ri5M=MLOW 4 ALL OF THE RECM90 Y 0 4 AND SPEC1iTG VB OF THE . mHol"MANWFACOM FLORIDA BUIiDINO CODE Nin VoWly RuNtcone Zone N'Tl4eeyly'y. 0 tats wow Max SUPPLY.abs. �t..,......:t!rBERTHA HVTm '' '• /=lLC O AwS.S.A. Accordion Shutter System Y.BtlnE I li OR 110)IV.ISM WX&BV.WX ntui 7ES7Itio 3c 13f03NEERll10 COMPANY Amerlean Shutter Systems rru DRUM en v s. ��•,.d S7A7E OF_ m73 KN.3M&0-SN.30%VP""CAFMM n Wft 33 AilePOatQ roodton. TDri 1 OW tt-fit Jj17 Oqf! a4 t3 to Ph-A (3031sT,-tsto.fo.s(-Vawt-1533 4288 Weetroade Drove 2 DPAWING No A; rmwt ut000eooLc m Weet Palm Beach. FL 33407. i "A�="..FZORItt-• 0-001W1915-0$4 &Rl[N "�Kt87 , �A Pm a SHE P.E,AA4f'�iY�RE/DATE s 6 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (fAl HV* BLADES (AS APPLICABLE, MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS I•N]�O WOOD WITH HV BLADE(D ONLY SHALL y PCOM R AS Q DESIG RESSUR RATING'FOR INSTALLATION W1 H BLAIDE(1)A #A WORKING IN UNISON 1 4'I VM ADMANcm 71NFAOEORY lECftOUafY 1/4-0 TAPOON CR '' •/I 1 Pflk�' m HRATION, TAPCON VM ADVANC A CF TECHNOLOGY OUSTNC WCOD HEADER. W/1 7 'LQn,PF]6RRAT" (SES��xG ON sEDfF 1e) ti CFF AAFA TN 1 1 mass (SM SCE X"OR am 1e) 1S3 EM MA t • *• >; 1 C0.7® t• 1/40-20x.7/4•S.S.MACHINE SCf$WS EX1 BA014 W/t/4•-20 NUTS O 12•QC. o• ri 7i 1 I N Olt® 1 ftEt1�H t M1 opnONAL LTJ fL4A?. }� •7, I >ti O1 03STING E•N. ElmA<Y g . 25:1•ROOD t OR®6 •• ODSTYN7 1!!. �i HFMER IEWN+FD 2w VVIDOO / TAPOON OR Fmim I WADER EELIRIED ' IAFCDH WIN ADVANCED TO CIA63 1SCHEME6— t 1 WL lO gASS ! I ' Pl-A'ODM•Q521 :+. WTHMAIX �M TE'C1NOLOrY 1E(WHaLVWbTH OF VOW 0 AREA 9ADB k 'hull at'.21fET 12) '� (SEE man 16) O HV WALLIZFGR ���111M11-HEADER INSTALLATION OO HY WALL HEADER INSTALLATION O t]ogltNfi 1 1011 SEPAIEATIOIH 1 UKTO�OtAM"TION S 61A1 ....,. WL SEPMATION to aAss ' ' �----(sEE SCHEDIEIE t 2k �(sEe GLASS RDDIE ' t E70STN0_ nSEE ON SHOT 12)s�EOLUt EXISTING WI SHEET 12 W000 RATE aA�-� �,D. ON SHEET 12) � 1 • 1 4'I-20x7/4'SS. USM 1/4'-20 NUTS i'?:�,h..w.• WNL \ L_J 'u•,3�� NUIS Ow/ I 1 ` 1 O 12'0.C. I I T FINS1 I I h 12•aa 1 t MORO '• °A 1 OR 1 2'x4 CONT. y (NO WOOD RA7E t --El- 1'lOn. =DPW"on HEO'0. ''// t•� T• THIMADFOW 1111F1 A A TECHNOLOGY YA4POyWL M4OH OR di 1 4•,T 0 .. W,_/__�A INTO PTIM OOOf 'i THttFMFOW TECHNOLOGY f 4E SHFEf 4 fCR IYPMYiL 25N'CONE. , 71NFADM 7ECHIMOGY . T166iCEu E'OiETRAIpEI OF MUM Air SeL PU17E 9 F t Yb.PEHE7MTION (SEE SCHEDULE ON SHIM fe) E]OSOND WX 2:4•SNDB TE•tFJDFD AHFA DRO PUIVOOA 2-MOUNIIN6 SECTIONS CAN BE - HL OFFe0x1Gm OF rW PLATE. O 16,0-C.I.REO'O• (�SCHEDULE ON SHEET 16) COUDIM N ANY WAY TO FINISH (SEE SCHEXXE ON S3E7:T 16) 1[N.COX PLYAb00 REQ'D. SUIT ANY INSTALLATION- .STUDS D To O ATTACHED TO 1/2'YIN.CD 1TNL FiMSH _ • IW.2'x4•SRQS O Fa•Q0.ILAX.REgb. STUDS N AOCOHONHC£WIDH PLYWOOD PEe'0. . PLYWOOD TO BE MAC=TO STUDS Of ACCORDANCE SOCDON 2322 OF THE Far_ ®HV_WALL SILL INSTALLATION WITH SOCIpN 2522 Di 1F1E F.B.0. ♦SEE IYTATOt6 OP OF P HV WALL SILL INSTALLATION ®HV WALL SILL INSTALLATION etAOE a oR SH ' O FLORIDA BUR.DING CODE Mon x.h Velocity Hun(eane Ione �``tttutulAEEET�EAAAAA ®2018 FASTF%f META.SUPPLY,W. BERTHA HVTM E•• '�� ' ASSA Accordion Shutter System t tt OR 110 KV.IWRaM WA a U.WM American Shutter a.300.VNWM GASystema OCSOMM IESnNG A E6A oRA►11 ff, L WANEERWO COMPANY AeeGclatlonA Inc. i aD 11-1M oN/17/13 MM t' w• 1U 13 NIL 7 3gLL L, 1f OM naa 371 :—�1A7E em 6F cam-a E,aI.:(305)571-1530.Fax:(306W1-1631 4288 Westroads Drive 2 DiL`'•.!`ZORIOt`:����.� —..I.�10"" West Palm Beach, FL 33407 : 15084 �hx�ts••. .•••(7`�� WELTER A T•LIE Jr.P.E PIS DATE FLORIDA Lte.0 44167 a SHEET • 18 Qf_28 END INSTALLATIONS n HV & 1A HV♦ BLADES INTO 2"x4" MIN WOOD STUDS rS,11111�0 .. APVIICIBIE) \ / �~A AtIcrAORl1 "iilAOf0f81 W wK\D00 214.4!t / ANCHORS O M as mAs fa'd0.THFICAM STAB XW K 111 \ / •Ow STUDS. rokm \ / M 1 1 WMPD slim OR _ (Il41VPUrJBF� V/LN.1/2•vomop DmnNo awe h PDavxm W mccx ftm `\ RYOOOD f NO DOST DOSIND QAS9 OatiE,B l2AV 00SM OIASS - _ T 1/2• —S / [ 1Ot MK am • %/R 70 OAlmmur o SHE f/2•Ly fa11 Ifl 9fINm 1AtL W 12 FOR 9l�OEONNG RTS• 1�1et'Str 9OfWA.IQE�O SCHUAL1a 10 am SW -MMAE HAO mSHEET s ' (®OALLMIL)i 1 1/Y NL Wlf aBl m� " 369 �t f 7t Rfl DMfiON 9W kANa 1 MEL Ar LN RY�� f � rwaa"'i"E'"pVief�rc —- wr6fYf^'i/f"`�m 4 u.onar,m. % OR®♦ tl 4 BEE EVA x ♦ Oao-Waa v SAE OOHF[IC1 O OR® O♦ SFE OETAR 11 FOR t OR�♦ 736 1r/k10 SEL OETAL x WR �ofHo• ��.�r / SLE OOMIf IGS ^� (� 4 SDE 00lNNCIIOF/ yppyrr-��� O ®- , �•®- / W TRFCICT - V�:/�lY, yZ•�r©• •® W 71tN2O �®•©-© n E (Z CONNECTION DETAIL® END CONNECTION DETAIL D CONNECTION DETAIL 1/ wcom OR upon ,• T•PCON OR TAGOW /--p�/�p ♦KaNRFD O&Y IN SPMN 6=ffl wx tY-0' casnw;4j S,s� 4ADFCta.. 1�NWAHM L / --- 2•:P UK v000 FOi //Y�•0. Em mm o T2•o a bie'0.R Sm OARS(4ESEE E Mf1A�bF USE OF t2A¢mAw '/r'� tSCHMUEDAa'OE4 4 - ON SHEET 259 aormDIAMES(DA F@ (D OR • 4 ® 0-�• • •©- rEut nm1 low%r.SRW tuu -�'•�•v/^CrVy'C9- ®� ©�® VIEW Y END CONNECTION DETAIL © END CONNECTION DETAIL © FL=0A BUILDING CODE Nr h Velocity Hurricane Zono A TIC[ ®2ots vomtj uErx suPPtr,wo. �N !rte,, BERTHA HVTM ''''''���.�??? IL E C O INe. A.S.S.A. Accordion Shutter System *= American Shutter Sysfeme oesaw� ANY 4.RUDE 1t U.M11D0111 U.RUDE *S _= 71WT TERING 4, ENOINEERINO COMPANY �: STAiE OF •4. O W R.c 336►SU St.3036 VIKM v OM ncaaf aTi Assoolatlon. Ina.. 1 3610 tt-al a/u/te WD 04113/16 �� vNoo. (3os)eTt-1630.Fm,(3m)an-tsst 4288 Weatroads Drive : •,!`zo ; �`�.` 1R.mo0•to-+, West Palm Beach, FL 33407 s DRAWING No �'•�,,�tSSi..�..p.���C�.�`r ErrUM JLEG-oo M J,.o.E 4 15-084 P.E.� fi{pNATI�IQE/DATE f1OROA U.14"Q' a 2 N OF ------ 1 1 I .1875' - T�=----- 7—' n. ' .0625-•0625 0625 I 12•MIN. I^ EXTERIOR EWE 0625' I0�� SECTION X-X 11YWINDOW BLADE SCALE 1" = 1.1875'.0625' 44 POLYCARBONATE IMPACT RESIUM HV WINDOW . BAYER MAKROLON 3103 POLYCARBONATE L\ 0.0825" RESINS. UV-STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN "AT PORTION ti (SEE NOTE "F" ON SHEET 28). aF TilAOE �I R1.7500 I44 j EXTERIOR 1.3750' POLYCARBONATE SOURCES FOR 44 TYPICAL PROPERTIES APPLICABLE RtSIJIT 42.8750 X EFOUC W�'�. � I RffEtE110E ' uawuaal stm twlt YW tm" \ I ON C 3/4" I SPECIFIC ORAVITY ASN D792 0.043 b/rn• 0.043 th / TENSILE YIELD STRENGTH ASN D838 9.400 p. L 9,500 pai. 2 I/IW i 1 I 2 1/4' FLEXURAL STRENGTH AT YIELD ASN 0790 12.500 P-1. 13.400 p.&L SEPARATION QI I CLEAR FLEXURAL MODULUS ASN 0790 30.000 p.aL 345.000 P.S.I. BETWIE1 I BETWEEN 03.7500 ytP�y BLADE I I T .0625' 03.0000 NOTCHED LZOO ASN D256 18 FT-b/rn 17 FT-IbAn Op= _ 625" SMOKE DENSITY ASN D2843 47.2>< SCS%MAX I/ \I SECTION Y—Y RATE OF BURM ASN D835 C-1 cLAss C-1 CLASS SCALE: 1' = 1" .7500" Say IGNITION ASN D1929 1040•F 9Bo'F j 1bFeTs+S ASN 0165 I\ TENSILE STRENGTH AFTER WFATHERINc ASN 638 9302 p...;. 8840 p.LL \ I EXTERIOR ELEVATION TENSILE STRESS 69ME WEA THERM ASR1 838 8481 p.sf. 8880 p.a.I. SCALE: 1" = 1" fro lA ?OTT? TYPICAL HY WINDOW BLADE AND v I ' I SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL ' FLORIDA BUILDING CODE High VelOCity NUR(cOne Ione O 2015 WTE II METAL SUPPLY.M. A■S■ ■A■ BERTHA H Accordion Shutterr System 1L E C O INC. Y.GIME 1 W ORI/O 04/1315 U.WOW WADE h NY.WME TILLtr TESTING AI ENGINEERING COMPANY Arne�can Shutter.Systems mal ,s o,�,1,81. o: - AssocWton.. Inc. I o101T-w 0411VIs DME• STATE OF r ev5 xr.340.N.St.4003 VMW QNW4 FLOR 4 331 OR10 "`(305)8 1- "WO-1331 4268 Westroade Drive s DRAWING Na S•.......•'G\�`.�` ®-0opnlo West Palm Heath, ft 33407 15-084 /ONALEN."A` WAIVER A.U. 44137 3 P.E. S11L/I8Xs1M41URE/DATE 3 SHEET 28 LUSON MM_um JH ..-. . . A - --- -- G 1.MAX.ASJA OEM PINSPM FATINQ:+10.-110 P.W.F. Z MAX.amrat Sm W Z MOWED MOUNTING&h 06 a i H ON Wn 0.T•AS WELL AS MOUNINGS M,a.T.u a W am SHCE"Is a i9. 4L ONLY YU3r SO� Y EIMMOR/YJCLS3 4 @A6 8a . . . a!0 NN wp�4m-4 OE( Sfw.L alit am A R OMw EE a oPrra+os m.FA END {s + > i tin u SPAaiAS SIONtt pt StwEt v. (a)MOL CtZARANCE iti�,(TOP OR==va w My Www eaJme T W >,AX 5 WRANDWS ALLOWED A a or AYr i.HIxE MFR( gm BE Ir. MADEYT (a � lJ j OIAOE COMP*OUT ROW Stritit'1S At EROS MAY OE MN . (0 W WIDOW MM HYD IKST BE WED A MMIC m A SOLID IN GLADE( �} THROUGHOUT SHUITM WmH. Y yy (E} F7aN1ES sV11 ALWAYS DE MM UO ADJAOEM TO A SOLD IN 4 , . '� • • &C-TIT u W SCf or ntfl POIYCAR80NIRE Hv Nr1eOM(�sNMEI EE NsrNllm SO tAGa rACE itiE ttTFNOR ar TIOL OFI7YES DONE PFttl4CnDSEE END .ur Wl&tHi M8r G£ " • . ONLY OWNLED NO LOOM ISNG A IN MW10 TOOL PRO4GtD Bf/SSA . DEY� PY � NR . tt+ocRTiP the a SM ANCHOR SPACM SUMU FOR MUMMY Are WOOD FRAME fJ l( mala S ON SHMT i0.is mm UY SPAN ND A"OESmi LOAD(SEE P b3 7 SEE ANCHOR SPAM SCHE UtE FOR NSWLAMNS NDO POURED Cc SPAM CONCRETE GCS(I sOETS.1 ). AS l0/Rb EN (g� 6 MHOM s PAW 1ON TO GIASS SCIMAL PER ASW E-tOOt tYP TOP a irOM S) y/ yl®�� r•,, WIND ZONE EMRY$VARA Q" GUM G n BOJ �/J) i THRU 3• t" MR.SqwVm 70 cuss Dome CLASS siL i.C17. N SOH3AEE CH 12 Ntt$I�OEtD 4 lL1A• --- ND ON SHOU 79 FOR Et.(DA am . J /^ 1 \ 4 291A 100MM"I ffm�m 0, w gamma a" I _ \ N W1 OR TYPICAL C')'HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE UTTER* N.T.S. FLORIDA 0Lig DIttQ CODE w Ik Ya NUakarse •��A.T1�(ITA'yi o sots FAVDw METAL SUPPLY.Uta BERTHA HVTu 7r" A.'.�.S.AI. AccOrdim s 110 IM TOWN WXs yx Amertcen Shutter Systema„G„ M i1L1IT TESTING do ENGINEERING COMPANY TATE(�P = Association. Inc. 1 mD trtu ryta/ta NaEt Oi Ea ss cas,uc aw,.Cs.S.aoa A�atAeA a+wRa.:+rnw att Pna»:(30SWi-law.rm::(300)1171-1$31 4266 Westivade Drive 2 DRAWING No .-+ West Palm Eteoch. FL 33407 s '�y0 CO.... U��'�� m coaarts E. 15-084 P.E. A/r�......•��f`DATE nD a�M.1+441167 s SHEET :,f#C1 T T A67 4 s czl9Duz ,5 UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER I SHU7i'ER STORM BARS ANCHOR PANELS # TYPE W X H Vtli TH HEIGHT SPAN # REQ SPAC�IG BOLTED ! SCC — 3 • Deyv / 11 S^� ` t� r v1. r 90 79 I ij