Loading...
HomeMy WebLinkAboutProduct Approval • .S'�U T�•iR SC�l�dU� � 7— UNIT SHUTTER PRESSURES OPENING SIZE SHUTTERSHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE W X H WI , H HEIGHT SPAN # REQ SPACM 8OLTE0 3 log !/ e to o -s " y 3 goo ,s 9G � �- o`" �- 7 Z ? 8S /oz 6 `' r Coastal Shutters And Stuff (772) 335-9198 Port St, Lucie 772) 461-2116 Fort Pierce *I.,- /7 7—e u��c/ �'. j qtr' c,��-tTG• / CUM-MEWS NAME PR CT LAYOUT SHEET pNN'3t ort`iJl araF 0,4 t Ilk t � , t � o.Kt d�►� arti'3� ti b I dr'►1 tjQrG, During installation we must have: access in and � 1 ACKNOWLE° sTANQ THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE , 7 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"/12" OR >= 10 DEGREES PROJECT NAME: �c e'v- NOA or FL# 9_Q� ADDRESS 33 //7 -1Jd1c i. NOA or FL# CITY/STATE 1 `e-icc / NOA or FL# CLADDING TYPE: (gl- cd p ve.i cG r?u1 NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 NQ„Cl��j�lL1S�CjtWI1.IQ;SE '1% ..� 1 A 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 <40SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE4+5 ZONE 41.0 �' ; ( ) .s, • 39.22 = 36.7 � . NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.03( D -47.9 ; 8 -45.2 :; NEGATIVE PRESSURE (END ZONE 5) -61.7 -57.5 r;f � -52.0 F3z2 PARTIALLY-ENCLOSED-BUILDING-GCpi= +0.55 - - - <=10SF -- - 10SF><=20SF - 20SF><=50SF - POSITIVE PRESSURE ( ZONE 4+5) 53.931 ` 52.0 k� 3 � 49.6 98 ' NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4N33 -62.3 rftN= -59.6p , NEGATIVE PRESSURE (END ZONE 5) -76.1 '� ` � `X ,. .� k_� -72.0 ����' �.Z.-� -66.5 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 /7/20/2015 Florida Building Code Online � � K n a.' a� � s��• 4 m � 9 e � ii a v � 1 �` .,.� SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats✓9 Facts i Publications! FBC Staff SCIS Site Map i Links i Search Busmen' fbeSSlial Product Approval Proj USER:Public User Riegulation Product App val Menu>Product or Application Search>Application list>Application Detail e FL# FL389-118 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 1 (561) 209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email j 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 i Validation Checklist-Hardcopy Received Certificate of Independence FL389_R8 COI HV ACCORDION CI NONHVHZ.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 I ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridatxaldiny.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXWs6RTfCYUw%p3d 112 ,712012015 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 FL# Model,Number or Name Description 1389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 3- (Non-HVHZ) -Drwg 15-086 (top and bottom) for r storm protection FL,-,Wlts of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-086.j)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 .7"for 35 psf FL3119 R8 AE A.S.S.A. 0aWG,15-Q8_6,D Other.Large Missile Level "D".Max span is 1Z -A, INC, P.E.R. positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'2"for 110 psf ASO load for HV3 blade w/o window blade and 8'41"for 62 psf, 9'-6"for 55 psf HV3 blade w/wIndow blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 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 Approved for use in HVHZ: No FL389 R8 II A.S.S.A�. INC. DRWG.15-085.pd Approved for use outside HVHZ:Yes Verified By: AmeHcan 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 R8 AE A.S.S.A, INC. P.E.R. DRWG. 15-00 HV.Qdf 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, -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 HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. !389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instiuctions Approved for use in HVHZ: No FL389 Ra 11 A.S.S.A. INC. DRWG,15-084.r)df 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 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084pj_f for 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 323,99 Phone;850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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 tolSection 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 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 dick here, Product Approval Accepts: hUpYAvww.floridabdiding.org/pr/pr_ppp_.OU.aspx?param=wGE\/XQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 02 GENERAL NOTES: 1.BERItIA HAG AC=MC:,MQR sarsTDA OWN ON THIS PRODUCT CXVP 110N DO MffL Fo. HAS BEEN VERFIED FOR COMPLWICE N PLCOROARCE WITH THE 2014(M E WOO GF THE MORIN BUtlDN9 CODE TIES ACOOR010N 9iLFIiDt SYSTM IIAY BE NSUI ED AT f69H Vf10CF1Y ZONES. DESIGN NO LOADS M"BE DETERYNED AS PER SECTION IN9 OF THE ABOVE WI ZONED CODE,FOR A GASI6 WINO SPEND REQU ED BY THE JURISDICTION WHERE:SMum:R WILL TABLE OF .OAITFNTS BE 1411AM WIN A OIRMTgNAUjr FACTOR Kd-D.65„ISM ASCE 7-10 FOR NSDUADOKS UNDER'2014(SM M1100 FDO AND SHALL NOT EXCEED TIE MAIM m(►g.0.) DESIGN PRESARE RAIMSS WDMI M ON SHIMS 12 7HIN 17.23 24 28 A 25A. IN ORDER TO VMY THE ABOVE CONDIDON.MUM OESIM WIND LORIS WERIMED PER ASCE 7-t0 SHALL BE ARSE REDUCED TO A&O.DEM WIND WAN AA t: W BLOC(fl �4:1%eV MULT> y=HHRH BY OA N RE ORDER TO COtPATHESE M/NAM CAL")CUM PRESSURE ROM INDICATED ON SHEETS 12 WIM 17.23.2e6 28&26A DE1DErDLL No1Es N.N.V.ACC TO VERIY THAT ANMfS ON IND P.OR IN IIIT�WERE NOT HAPACT LOAD A 33 1< VERIFIED N ALLOWABLE LOADS FINN lee LOADS WAS)EDT USED N THEIR DE A S3. t AIL SHEET I SYSTELI OD)pq�g 1-21 SHEET 2 EPORTS: FOR WIlO AIO IAITCE MISSILE tIPACT LOAD ILL!BEDI VERIFIED N ACOOROMICF 11TIII SDCIION.1626 OF 111E ABOVE MDNTIONND CODE M PER All SYS M COMM 21.47 STET 3 -NV BLADE TO10214.01-03./0718.01-03,/100401-03 11214.014,.10317.02-00.10609.01-to AHD dMIOA1-•11 AS PER US 201.TAS 202 AND TAS 203 PROTODIR.4 TIMM SHUTTER ASSEMBLY 38-43 SHEET 4 --- _ ---1N WINDOW NAGE_@_10SO,S.Ot-OB AS TAS-201.202&203 PROIOOOLS AND OM.01-00 AS PER TAS 202 PROTOCOL. AREA► ?: NV AOF M ME WAIL MNpM BLADE Is ---HV 61AO OP22A/=0S AS PER T8 20_1.TAS 202 AND TAS 203 PRMOCOI.T. - ---- T1IPIGL 2 SNUVER EiEY/BI"NOES ON HICKS SHEET-6- _ FlV NUDE HEMA IN BIADE[2�ItE fEWiEtRED ILO WOWL N IN9pN M11E1 FADE OTHER N AREAS W6RRE TT#OE5671 PR[SSIIRES IIWLSRiON TROY EEO ZONE 6 TD NIFRIOIt 20NE 6 F/t11 - - - - -- -- W1ND EBENLATION DEM A-1;OONCpI1 ALOCK SHEET 6 ZOITE WSE BE OEFAPLY 16LNEi7ED N ACOp6ENECE WAIN CINPIEA S0.OF ASCE 7-10 SEMIONO�ALL YOUN@JO OONOInONS ANO/A57EHtR TIPSS SpmUlp YUJE ISE ApPIJFD Tp 11£ INSEALLIMON DETAILS R{.CONC�BLOOK SHEEN 7 & CORRF'SPOttD110 WIb ZOFE.THIS SHOW.ITCtAUDE RtI9iMRDE7R5 IDR NN.SfPAIUTgN SO GT/38.0F111DM11pN OF TOIND 20NES 4 AHD 6 AR WML Ag OF OOYPONEN1g FOR NY BLADE 1 STET 8 2 AOODRMW BA1110tS SYSIDEg IDT EfiHOR TRO ION[SfIALL ISE PIHFPARED AHD CfRiEt[D Bf A ROFeOA R0261F7ED l7ICWE19t OR ARC(IIEW BASS ON BU6p016�t61 OWNµp CkTliE MTE DETWIS NII ASCE 7-10�SR•+NIYHQ IYtp SHRILL BE TD THE BUIIONO ORECW.AT THE TME PHALLIST IS APPIiD fOR. Cl3EfENy117E IILTE1OEAlENO OETAl1S MI SHEET 9 AIV BLADED NV MMJ001T(IME 10>E DQEp1EDOD TO MONK N IRILSON W!M fACEI On1EN UELFIE 1ftE CETflUO.IAMFATIONS Ale OON0111D115 OF EKE NOMAIED ON SLEET 28 CQAERINTE DETAILS ND SHMET 10 END CONNECTOR DETAILS 1-6.CNCREW./MM SHEET 11 a S BERIMA KV.ESS SCION PINS ON SCImM3 IWd /J NTREN M AM ANO FOR 9SLE 4d1NE L PINS SAL TO TRACKS SR1 M BE/1a7C2.78 ARD fOt1.73 82 SPECIIYQ.Y.410-W HO9NY VAXAM SPAN TABLES ,}EEE 12 SERE,S7Af1ILS,A STEEL 96'REMS it/M 1 Sut YE1D SEPfNCRE lllO 160 lei 7ENS11E SIRENORL P6�6 SiW1 BE CM1ED pM7Rt�I(6FEIRN HV COATNO WSEE71 AS MANUFACTURED BY SLEET 13 APPROVED CORING MPUMVOR96 REMSWA D TEM AMERICAN MOR SVSTM ASSOCIATION.PIKS MUST HEAR TRE IN VAMHMM ON 7HOR HEM. ANCHOR SCHEDULE-CONCRETE&NOCK 4.ALL ALUMENN SCULL BE A AMM1M AMOAMN AM AND TOAPER AS MWAND ON SNFEM 2 AND 3 IWNM MI YIELD STRENGTH IDR 6063-T6 ALCM 13 31.7 bl AND36.7 lol ANCHORE SME&MM SHEET 14 IDR 6006-76NEDt. ANCHOR SCHEOME-CON RM&MOCK SHEET 15 S.ALL SCREWS TO ISE SPMM STEEL 304 OR 318 AIM STIES OR CORROSION RESISTANT COATED CAROM SIM AS PER ON 50016 W 150 bi IOL YUED SIRMM AND 90 Tel RRL YENSU ANCHOR SCHEDULE-WOOD SHEET IS STREMOM&SHALL COMPLY W/FLOOM ERUM CODE SMFI M 2411.33.4. ANCHOR SCHMUIE-WOOD SHEET 17 RESTAUATWN DETAILS IA-R.WOOD SHEET 18 S.BGN.rs TO BE A4N A-107 GALVANIZED S'7ED04.OR NSI 3OR ale 5^060 SRNIlE:4S STEEL,WITH 33 Alt IAtNAt YIELD gfREHOTFI. INSEMEAIION DETAILS s-K.1Vo0D SHEET 19 7.SEa T:THE nXWW MEETS FOR ANCMR 8PIDMW 10H@ W BUDEQ 1314.1,.10.17 A 2M - END CONNfJC110N DETAILS 7-12 M WOOD SHEET 20 HIV SLI •20. W MME ® WOMM N UNISON:13.14&1e MEA 3_ W MMEi9E ONLY B.11IS BEIMN�1.V.ACCORDION SHNFRER SVSTOI BEARS AUS PATONF 16779AM COMPONINIS Of THIS APPROVAL ARE OOVEiEi1 N THOLE OR N PMT 8Y tM PATENT/8'460.170 ISSUED 70 EMMMEDL SUPPLY.N0. TYPMAL,HULLER Etu" N&NOS ON LOCKS SHEET 21 MTMJA71DN DETAILSµ-CA.coN ETE SHEET 22 B. RS HD �BEALL 9MRT�WNPONEENFOF FEEDGES ROCONTRACTOR M% FFMMM M C VERJIFY THE SOUNDNESS N nIONOM CMACr THE MUDON10NDTO PREVENT MND MMMM BE ATDCHED 70 OEM PRMER AHd1ERA0E CONIRACfOR TO DID CONNECM DETAES 1-6&KOONCREiF/D1BOE �23 24 10.FACH UNIT TART BEAR PERMANENT LABEL N A VMLE PUKE HHRH IMMM NOM DURING PDNWO6 OF M IGNE WARNINGS HM OM M TOM.OR ORIFRB MUST PROPERLY CLOSE ALL MN IIAM SPAN TABLES SH HITT 2e _ HTV AHD HD COMOMES AND ENGAGE OR I=ALL HV AND IID IDMANCHOR SeHMULE,CONCRETE SH M 28 11.SHIMMER IM MACTUREIC3 LABEL SHILL BE LOCATED ON A FUMY Vt ME LOCA7WN AT ACOOROM SHITER N M=nANCE WTM SECTION 1710.83 OF FLORIDA SuDNO CODE ONE LABEL SAL ME RACED FOR AVERY OPEEIN9.-UABDIO TO COMY WIN SECTION 171062 OF THE FIDRM BMM COOS: MEA 4: HY 7VNDON a ONLY 12.BERTHA MY.MORMON STARTER SYSTUM ESFAU MN WALL COMPLY YAM SPECS INDICNED N THIS DRAWM PLUS ANY BUNDIW NO ZOMIO REMAMNS PROVIDED BY 711E JUNtSO1C'MON WHERE FERIAE ISI APPLIED 70. TYPICAL WINDOW BLADE It MM WDEDUL SHEET 27 1 J.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS CENHRIC AND DOES HOT PROVIDE INFORMATION FDR A SITE SPECIFIC PROA=L4.WHERE THE SITE CONMIIONS OCAM FROM THE P.ED, MCAL.SHUNFN MM71ON SLEET 28 (b)F��THE=TO BE RESPONSIBLE FOR THE CONOIIgNS DE]AKED ON THIS OOCUMIT.COf$IRUCIION SAA7]YPURDM AND�AT LSITE IS COI R CTOWS RESPON&MM.SRIFEW Of THIS PRODUCT.M at ttH6 P.FA.FRONDED INFfSHE ooE9 Nm oflAATEMa Y EA E• 1tV wguDDw i3LenE: + ON E (a)THIS RED.WLL BE CONSIDERED VAIAUD IF ALIENED BY ANY IFAS. INS OXMMR OF RECDRD(app, INSTAUATION DIMS,METAL SIIDIALL$ SFEIET 26A (4)SITE SPMM MIECTS SHML BE PREPARED Of A ROM REGISTERED EMMEM OR ARCHITSCI`WHICH WILL BECOI BE REMME PROPER USE OF THE P ENDIIDR OFREDORM ACTING AS AA DELEGATED E>NG M TTo ET1E PXM DMOR SHALL SLOW To 7"(AMEN THE SITE SPEC=. - DRAWNGI PoR mm. (.)ORHENK PFD.BULL BEAR THE CODE Aro ORIGINAL STALL NO StONATURE OF THE PRUESSIONX DMIE R GIF REMRD THAT PREPARED R.' FLORIDA BUILDING CODE--(16 High Velocity lIImiGxHne=Ofle _. u► uqi �a THIS DRIIWBIG SHAM ONLY BE USED TO ����``` a�TIE AAA�i,� •. O 2015 DIM META.SUPPLY.M. 0STA1N PERMITS IN THE STATE OF FLORMA :" " g�'�'Np Hy„I, 1L EC O a ILLyL:. A.S.-S.A.. Accordion Shutter System N _ American.Sh1FHer V.BWDE 1 M OR N.Y.THlHDOEI BADE&KV. + TiLUT TESEN0&ENGINEERING COMPANY Systeme M DPMN Nm E �'. STA * EPSs IM 3eR 1E.ML 3M 1NOAa GAIMM NO10L 331 A6teelDliOnA Inc. t .O10 11-111 01/HJu TWE, 04 tJ t PAan.:(J061e7I-1650.Hai s(WO)JIM-1531 4260 Weehoode Drive •. ORION,:-t("�8 � 1g 0011 Want Palm Beach, FL 33407 s DRAWINO No •,,,�s,��1..... 0� WALTER A TND Jr.P.L 4 15-084 P.E. S�TrEEN��DAA7E "MCA U0./14107 8 SHEET MR Vww NDC -I - -- -- Ow SOLID BLADE OBLADE Y UN FLOATER ®}j}(,w[180' STARTER D UNDER US PATENT 179 COVERED UNDER US PATENT{3458179 QW1111ED USE W/ D 1 PER gllAlIFIED FOR USE W/W WADED.& 1LV BADE(v&19 6005-T6 ALLOY AND TEMPER 6063-16 ALLOY AS TEMPER *SEE UMWATIONS OF USE OF GLADE®ON SHEET QUAUFBL FOR USE W/ R BU1DE�1 & tQ :1i' 6063-T6 ALLOY AND TEMPER 6063-76 AIIA AND EMPER 006' .904 16 *JAW 1 QUAURED F000t(��'�)USE W HV ®HV WA — 920 © 6063 BLADE_4c(g) QUALIFIED FO�us w Hv O DRENCH TRACK BLADE 1 & 2 eons—T6 Auo AN MPER QUAUFTED gO8 �15E W/HV NV_ RAINGUARD BLADE 1 GUIDE V do U2 ONLY. 6063-T6 A E AND ENPER VMS 6063-T6 ALLAY AND TEMPER OIWFIED FOR USE W/W 1, BLADE 1 &2. VAFM LOW 013-T6 ALLOY AND TEMPER Aw.1 .1 070 Law e70 q6. Q%I11 HV CEILING•HEADER 1® HO CEILING HEADER/SILL 6t• 11 1 ONLY ED Fat USE w/W BLAnE OHL D PE� QUAUnEO FOR USE W/W BLADES 14 bQ WALL HE AHD CEILING HEADER/SILL SEE SEC1ONS FOR VAU SEE SECTIONS FOR VALIDt1Y. QUAUFlED FO�USE W HV QUAURED FOR USE W/W GUIDE 1 &2 6083-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. 6061-T6 ALLOY AND TEMPERO O 6063-T6 ALLOY AND TEMPER OOYP'OHE11T A B T1 72 6IAM X Y l IDL X Y LW L 2• 2• 726 1' 1' oe2 © 2• 5•MAX 1/6• 1/8• NYQt w 3' 06M ® 2• 6•VAX 0.19Y 0.19Y IHM2 1 �j� ANGLES ALUMINUM ANGLES � z6• Y wx. 0.1W 0.190• HYD �C ED F POSTS PIEo Fo USE w� Hv HED F01(�JdSE W/HV QWWFTcD FOR USE W/ANY BLADE tb& 6063-1BLADE ALLOY &©EMPER SLAD--E %,S H L.E). 50e3-T6 ALLOY AND TEMPER 1Naluwrourni FLARIDA BUILDING CODE (in H' Yekei Nurrtwne Ione ���� ..••••.,•(j�,�i,� ®2015 MUM MR&SUPPLY,N0. �IsF ••�� BERTHA HVTM A■S■S■A■ Accordion Shutter System . Y.9ADE 1 W W H.. aW h H.Y.BIDE '. �F *~ TILUT TESTING t ENGINEERING COMPANY Am6L90An SIIIINK mo « ORM am 6n ��•, OR� am wa 3W&$6 La as aWWM FVW=33161Aetolslollon. Inc. L aID 11•01 a J/le OL1E, 04/111h. •��+s•............ Pmr,(soel6rrlaso.rm,(aoe�l-1sTI 4268 We6trood6 Drive : aa`a a-000eol91 West Palm Beach. FL 33407 a DLiAVRNC No �rrrrrrruounuual` W IVIR A.TV W a.At 4. 15-084 P.E. SEAL/SIGNATURE/OATS iAROs'I' f`L1e7 SHEEP • - 9 1 4' 1 11'-20 .715• Ifi�D G4r INNNL (2 TIP.) am AYHRD fJ57 t BrMm It/gaTM 2i .31 - T I• ERA=c"AIDE l BRASS cNaoEn • .� - PIA m)'(aCt K (17R0YE PIAim) ® ®bY�K ® HV EGRESS LOCK QUIUJFIED 6063-T6 ALLOY AND TEMPER & ONLY Q EB FOR USE W/FIV BLADE 1 &Qq ONLY 7' QUALIFIED OR USE W HV OUA MED OR USE 6063-78 ALLOY AND TEMPER BLADE I & ®ONLY. B DEQINLX Q AUFlED FOR USE W/HV BLADE 1 ONLY 250•oa •- - - -- - --- --6063=T6-ALL0T-AND'TEIAPER -- - ___ - P� H� — UOUXD 2.079'- - -- - — -'SCREW - - - AFTER RIVETING 1/4"1--20 x 3/4' �� S.S. THUMBSCREW 1/4!0-20 RIVNUT+ I ,T>� *SERIES 0114 MWLM(=4-73 A(1"IA16',E 11AW THIN pp I SHEET NU RV.PM E OM AS AOff AW=sr Avoe. PIAN •T FAONr ERJ:YA110N ® HV n M LOCK pE4AT[' - axearc 7E7110f±RA PlA�PBTr...If7m 07054 aR MA © LOCKER FOR "T' LOCK CENTERMATE QUALFIED FOR USE W/t(V BLADE )�ONL�Y L® HV FEMALE "Tn LOCK CEWFEUM ® HV "T� LOCIK ® HV ALTERNATNEJ.QCK QUAIJFIED FOR USE W/ HV BLADE 100NLY 6083-T6 ALLOY AND TEMPER QUAIJFlED FOR USE W/ HV BLADE t ONLY QUAUFlED FOR E QUALI FO USE W HV 8083-T8 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE W/FiV BLADE 10 ONLY. E�ONLY• T9RIF- 3.161 _ 083' 11RAM N .214'• .063 KEYRHDOi� .214'• _ a 0.875'ABL • O T.125'Nan O QUALIFlED_4$-US AND TEMPER i , ®QUALIFIED FOR USE W/ HV BLADEQ). �& 2 0 0 ZLIH BS' wam 12.M� 6083-T6 ALLAY AND TEMPER ®QUALIFIED FOR US r LADE 1 ,®& 2O n '`/1sM W.-I4 8083- NO T "L\ 31/Y \ CTLINGER RN OR KEY t16' 1 �a CC"MI)EER ® LOCKING RODA - 1'76 M- "al FOR USE W/HV BLAD &© 5 • 1V1 ® HD LOCK 8083-T6 ALLOY AN PER ® 318 —1 s '- BY REGENT HARDWARE MORNSE LOCKS SMM 2333 HOOK BOLT LOCK REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BADE( ,©&U2 O LLED AT TRACKS FOR PROPER EMBEDMENT QUAUFlFT>[t BLADE Q&® FtED FOR 11SE W/ E & FLORIDA BUIIDIHO CODE Non H'h Velocity.Hurdcune Zone 02015 FSI METAL SUPPLY,INC. •�.E..... •. -- BERTHA HVTM 4A.S,S,A, Accordion Shutter System 'k * �Tt= American ShuNer Systems V.RADE 1 D Itv WNW Mw"En,WIDE& V. M.1- A' STATE OF TIWT TES3W,9L.() R ENGINEERING COMPANY AT1ea0tattan Ina. I OLD 1Hu IVIS sue 04/13/15 ,•�� mss RIL 3a�.st,Sea Sao.vSKa4A BAfmllet 11ma 351 . ujiPhD".(305)B71-1aw.Fa:I(305WI-1531 4268 Westroeds Drive a --4�FS'Si••........ \� �� �w M-00001s_ West Palm Beach. FL 33407 3 DRAWINGpNo '�.,,��UNAL�•N���� WALTER A TIWf Jr.P.C. 4 1 rJ'�084 r 1RF/DATE IrNSA E1MEA U.0 44167 5 P.E. SEAtS��NA� 6 3HEEi e 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV HV AND HV Q BLADES. Y Q HV BLADE 1 ® HV BLADE 1A All N 2� HV BLADE 2 or 4 4 HV LONG RECESSED NYLON BUSHING -- -- -- -- -- -- -HV-SHORT--RECESSED-NYLON-BUSHING _ 31s -- - - - - - ® HV NYLON HAT WASHER EXTERIOR 'raj ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 * B 4.870"x3/16" THICK NYLON WHEEL. I 0.188"4 AISI 302 SERIES S.S. RIVETS Me or (( ® or ® sp �.1 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * 'SEE EITIENTOS, Q®or® HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ® SHIMPACT RESISTANT HV WINDOW I Me or® (SEEEET 27) ' TYPICAL SHUTTER ASSEMBLY SCALE. 3/8' = 1• �(TERINO®OR AT (1)IN PIN®SHALL ALWAYS BE USED AT ALL M841IR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/W 10 OR 00.324' BLADE'S KNUCKLE. ® E 3 (SEE NOTE* FOR (2)w PIN @ MAY BE USED IN UEU OF®AND ONLY AT 'a REQUIREMENTS) E7OERIOR BOTTOM KNUCKLES OF W ACCORDION SYSIEN W/W Q BLADE WIEN CORRESPONDING TO OJSTMLAMNS'CO•AND'00', SHEET 22- (3) 2(3)HY'PN®OR®W/1/2'0.0. 1/16•THICK&S.WASHER SHALL BE USED FOIN0MCT MOUNT INSTA.IATION PER DETABL X. WHEELGARRIAGE DETAIL SHEM 11 &24. ASSEMBLY LAYOUT N.T.S. N.TS. \a+auluN/1/fa FLORIDA QUILDINO CODE Non IF h Velocity Hurricane Zane `.�`�y,Q�.•••...:.., C//4.��� O 2015 WTM 4Ef&SUPPLY,INC. uclvs :�9 BERTHA HVTM r - ITL�E C O eMc. AmSLWSL.A. Accordion Shutter System v B"A W OR W/o ILV.WtIDgM wx a ILv.M"41 o►a owmm en M TILLIT TESTING h ENGINEERING COMPANY Amerlaan Shatter Systems OW wa xa.U.w.W4 VMM CAAMM nAWA 331U Amodation, Inc. 1 OLD 11.114 S/15 oae 04/iJ 1S .o•.'20 nA _�� Pn�;(30)eT1_1510.r-:(305)e71_1531 4288 Westroads Drive : DRAWING No ��4q'S/OIII%AEENG��``� r33407°" West Palm Beach. FL 33 � 4 15-084 rirbllllllllll\\\\ WOUM rP•E 4 A� 'r P.E. SEAL/SIGNANRE/DATE naso°U`8 ule' Is 4HEET • •NaTEs aN uv i,QGKS AND CENTERi1tA - A ■ C ■ • M N U 7 T a + I. •ONE IDV LOCK SK LL BE USED Ar 1/2 OF WHIER SPAN MR ALK SPAN OR t2'ABOVE OR 2 OF SHUFIER AN R SPANS UP TO 105'.AND NRI TANS T ANY EL&ATTOti FD/LOC�K} or AIRY BE USED AS AN tNStDE OR OUTSIDE LACK.ATOM OR J' 1YPLCAL W tELEVanON� x i/2'LOW FLAT READ S.S."LOCA7M OF LOCK SPALL UE AS I rATED ON Bp4a y' t]EIFJ�lL !l 1L IF DESIRED.FOR BETTER PERFORWINCE((L FOR SMLF47Y PIgtPOSES.UP TO TVfO NY LOCK3¢3} ��t!R xNl�1Y 8E LSED AS AN INSIDE OR OUtS10E.LACK.CONHECiIOFI OF LOCKS LI3 CENEERLtt0E3 �1 OR tI SRAIt BE AS INDICATED ON NOTE 1)ABOVE; &ACA OF LOCKS STULLL BE AS ON TYPlM SPUTTER FIEVAMM -- - _ - - _ - --- -- - - — Comm - - - - — - - - - - — - - �t1L?*1 N.V.ttDntch RODS tACKIND ARE NOT REQUIRED AT E POSRION,_8Uf_MAY MAY ALSOUsEpIBEusm AT SFS EPO TRom(NON NiRTRICANE F'DSTIiOEt�unutOS OR AN ALTERNATWE DEVICE 4.1161sCAIDlDC!lOtlCD 7i ONE DIY LACK BE tDStD AT CORNLR CEttTERUATES fOR ANY SPUN AND OiSFALLAd®iONS AT ElEYATKiN.1lV��or SHALL.BE lRE7)AS AN OU1510E OR EISIOE LACK, Ai LOP dcTDeOTTOM SFWL BE tlSfti�TE W 21 1/4 x t RiED ON lYPiGIL FRILIFR ElF/AitON MNtOpILL SHUTTER SPAN SHALL BE DETERMEiED AS FFR SCHEDULES SEIOWN ON SFEET t2 O -6Q 1 ONE Jr NTERNATE NY LOCK MAY iN DeO OF IW TACKM FOR1 f"rl/4 IONS AY FSEVATiON AL TE LOCK MAY RE USAS AR d -20x3/ s iNULaTaEWTDoRcEuLInILLSHOWNDN SEct)otL SIUL BE i)sE0 sIEFTTER SPAN oR T1W 1/3 OF SHUiIER SPAN. it 1 11 11 *NDTES ON IiY *_T`* 1DQK3 AND CENTERi ATES- t. AM coRtr£�°craN OF+E AL TE Nv r tOdK MAY Et tLEu of Hv LOCKS oR FOR ANY SPAN AlL1 AT ANY ELEYAIWH AL TE LOCK Y BE USED AS AN ELSIDE CR LOCK ATFACIWENF OSHMETNLS oN m a r r N K L o r a x v tr x OF LOt2L INCLUDES USNG Fl4HFDRCINC AS SIKAYN ON SECNON N•G,SHEET 0.YAECH MI15T BE EM s t T/n ®AND w! t/4 0-2o x t i/z•LANs S S TNREA4ED BOLT wJ T/av x 3/3z• FULL ROOHL CONNB.fED 1D CETYIF]LWTES OF CORNER WlNfiNYT OR Wj tj4 f-20ct'S,SLtS.WFp A i/4 6je'RNNUf NAY BERSEAilED AT MOSPAN ON TY MAKBOJM ABOVE MID BETDW MlOSPAN.USE OF 1YY0 LACKING RODS AND Eg1pM 5 MANDAiORY. CENTERMATE ����7 �+®07 -- + ONE ALTERNATE HD LAO( NA USED RI llEi7 OF @+Q)♦©_@♦�. C JR HY OR FOR ANY SPM,AEN!Ri4DWAnONS M AW ELEVATION.ALTERFUTE LO LOCK 0 MAY BE USED AS®•®a®•@8 a®•,@( a RROD1Fµ'�ORC MEENf R#SERT ' ASNOWR ON SBCRDAYTACOMU WNS=PAND W/3 Sir LACK MAY KK 8E•DStAttED At MO ®`,�}�®•®Q1l'J•`L j07Q 100SPAM OR t2'MAXIMUM BELOW OR ABOVE AUDSPML USE OF LOMNG RODS 0 a CWLETET.Y OpMWL [yp'ICAL I HV BLADE SHUTT'LE'R ELEVATION N.i.S. 111NNIur FMDA BUtW1NO2R lino h Ve oci Hurricane Zone ``♦p A��....:. �((��iy. Q 2ot6 E4xm urrAL SUPPLY,DNC. BERTHA HV- 1 L E C O uEc. A■S.S.A. Accordion Shutter System 11 STI� AmeEiaan Shutter Systems K BLE6E i W DR 8 KV.W=BLADE&N.V.BLADE nLUF TESTING & ENGINEERING COMPANY Ocwjam ■1 aRl�W ere M.L_ y P Q ti 0353 Krc 30a,se.St.sm,WeG■u CAROMnA'Mk 331 A330ci4Hon. roar. 1 W-D 11-tn 0411*3 Rn 04 13 1S `� Ptow:L30e�1-law.Fox:(305)671-1321 4268 Westroads Drive 7 .... l E .-mok tw«000a oom Wast FoLm Beach, FL 33447 s DRAWING No �L nun'0 15-084 MKTER A nUlf h.P.L 4 P.E. SEALI�SY� A7UREjBATE nA"a�0 t"tel SHEET POURIED aoNLcwEM FLOCK POURED CONCRETE AJ7CEOtL4 QtIlItEO CONCRETE ANCHORS F=INE �-E SME'S.S. REQU 3E REQIARED SCItEMS (sEl:SaNEnuuJ:ON I 114--2D CONCRETE XCHORS�� IEOtRE ON 51iEEf i� �tS � a1ffET f3) NW5 O 12 O.C. t' Y tin. t 4"i-20r3SS. Yb OR '!E USING 1/+-20 WJIS - i9 0 12'O.C. / atffp SRV. Jtt} D = 260•Max. lox. 250' OPtgNN. I I UK 2wa °O,Ce _ ,. _ _ 1 OR ®�- 4— =- - --- -- --- �-- - - - -— Nw.SWWTION-m cuss - - EOS NC - --01 afrE7 2s 1 ` - "-{SEE SCHEOt2E ON SHEET 12} GLASS--: (`(SEE SCHEME ON SHE1 WN.SIPAPAMM TO ET 12)DMM li t OIASS WS5--j (A) }jV �►AI,�HF�IDER INSTALLATION -- f �C Hy WALL HEADER INSTALLATIQN B� JW WALL HEADER.INSiALLAT10N _ � WN.sEPuunoN m aAss hat ♦ , (SEE scHEoutl:aN SHEET t2) i 19 af6�41 MW M : OR Q 1@L StPAMYM 1a Cths j t •'-i SMUZ 12 AM�T I [-(SEE SCHEOUM ON SHEET 12) I . rh � arootR�t�9 � aoxnHG E L,r oPnoT" I I SASS-•-. ij4' I-- Nox. II I� opnomAL 1/4"Yax.1jHop 4•0-20x3/4'Sa HPS7RUSSHUD i/4'M-2Ox3lV S.s.PNOLPS ANCHatS 1 ,/4•-2o NINNa O 72'OC (5EE SC1EWa£ON TTS H MACHINE SCREWS W/1/4=20 NWS 0,r O.C. ROU OONCREIE (SM fiCHiEOiltE ON MET i3} iin. OR CONCRETE K 'T� ANCHM REQUITED wWML OR PL=p 16 (SEE sgtkDU ON POURED COMMIE Q HV WALL SILL INSTALLATION OR SHEEP 14) ICJ.CONCRETE JjV WALL SILL_INSTALLATION 1 � INSTALLATION DETAILS VY/ 7 SEE SHEET 4 IN iVW.&sHtuTTER •E 0.-ECCE DISTANCE ♦SEE lIONS Of USE MRASS&M ' A 22 MOUNTING NG SELRIONS CAN EIE CEMOMED (SM sPECITIUTwHNs ON SHEET 14) elAO�«N SHEET 2a C1) HV BLADE 114 ANY NAY TO Sur ANY MSTA,L0ION. . FLOMDA 81Ht1l I0 CODE Mm Nth Velocky Nardcane lana `11tcEl Ar Q}2015 EASTERN MAL SUPPLY,INO. BIENTHA HY7m 11 L I E C O lue- AmSmSi.A. Accordion Shutter System *; J�: Amarlcan Shutter Systema V.MAX i a7 OR 0 NY."M 1�aDE dl NY.M0A DRAW e0 TITESEINO R IL GNOINEERINN COMPANY AsaODltatlon, Im. 1 00 1,-1H 3116 woe 04/1-3/15 t SPATE OF r alas HSL Sae.ss.ab.x%wwu cNwM 1,OI3M 311 P+wa.:G105)d71-1530.rox:(3a5}e71-1511 4268 Weatroada Orfve 2 DRAWING No P,:�14 `-me1 WbooOootoom West Polm Beach, FL 33407 s rw.mN A.rUft1tOr.P.E. a 15-084 P.E 512+ NPf2�IiEjDATE 1taRDA ua 1 a4103 s SHEET ooNCREneFOURID (SEE SC*VM ON SNEER 14) a 1 OR IV 1 m a EM or Ar AG W e+oeama •� aeotit K � 1QJa7 4'1100 Li� E]OSEttiti 1EX SCREWS O t2.OR, C NCAM ANCHORS B OF y 8 t 7 14 q� nvAsCta¢ SEE IFQr i �� •..—., EDGE 4F��-" f 1 .E110C! APPUCliBE ' W eaE>u - - _ - - - - - - - -- POIiPED - - 0.-�_ — --ov, SIREE - _ - - cCHCRETE -(SEE- ON-SNEEsI) -- - a If -TRENCH IN,STALiATiON MM OW)DR UP TO+7%-78 PW (1) RV FLOOR IMALULATI t Q NV wALK—OVER INSTALLATION ProsuftPAUD a FSR SPAS M CEILJNG INa ALLATION SCuOR"E 14 SiEff 12 CMCREEE ANCIM . O DOSS o +sad "c 07 EKtMM EMMF�w::-- i—a+ 10GkASS t M aa+a a..a I o � i Q' ..•—.-�.—..@ /lOxy14'HEX WASHER 1 e• #140/4- HEX NU0 1 _ r'I' 12'0.Q. SCREWS 0 UX scREws O 0'O.C. y� V'4 Q4 a M& w/Nur a or im ( ON 8 • 8 or ao. EDGE OF N171E 13(e) un w APPLICA E CONCRETE�IIGIOIi4 SEE NOR:13@) OR CONCREVE M= ON1NEEt i POURED CONIC RflE {SEE SCNEBUEE ON ON SNRT 1 RIOUM OR CONCRERE BIDCK SFfEEt 15) REQUIRED Q 14V WALL WA IC-glR INU/f AMM POUREO (K) HV WALL FLOOR.INSTALLAMNRewim -- - QW RAINGUARD INSTALLATION t _ am INSTALLATION DETAILS W/ Law M S •E 0._EDOE OTS.. t M HV BDE 1-SEE SH&T 4 Ea"ripr L swm (SEE S�ICKAMS ON SHEE1.14) A ASSEMBLY I OR EA71 ORIDu EE EXEC C � LA l•9ON STREET 25 r� A o GM BE COPiEO uR►Hu► noRIDA oU Mi 06 Do Vwt, H..k.,.Zone) ``�� ...... .(4 y�� W 2015 VMM UUAL SLIMY.INC. taCE1 v'% BERTHA H VTM - jTi TE C, A.' .S.An ce"ddim shatter System K o KY.www GM R KY.wa 1l ruff=M a EN8INE"M COMM Amen Sbu#er Anoctollon. Inc. E an I"U W3101 MG Oft3 is ,p auoe Kw.as sa w,.aoa .fa t(MMMT-103 ai 4288 Wasttoods D*a a ?eaN:t3eale7l-taso.hx: West Palm Beach, Fl. 33407 a \ .,,,,r: CRAWING No 'y'''ti`.1,•;�VA EN'�,a``� VVATCRE w�000°`si M Jo.P a 15-084 P.E. SEAIJ ��ATURE/DATE Roam uZ f ase? a SHEET - -ILL r-ON ON S 20 SEE NOIE9 ON LOCKM RODS®,W Lome"m INSTALLATIONS Wj # HY Am A1UD1DMTE N4 tOM 0 MSHM a OUT IN Lxs41No cuss :. *'('DE SUCH MIA L IWP M% o PDR ALL BLADE C NTE Rt I T S omvum Ami+"M KAM© ' «o«®•(D°" OR Su Wo WALL GOI�INfCi38�j OMM CAM a•a•©�©•o•� _ I------------------- ______---------- --- -_ - (soeira�NVEL ' i {�'Q�°M�•�°"�•�a� _31/•• 7- s1/z• r umE W z�E4ti� H E/z- SYMMETRYCAL — - CE S MIN SEPARATION CLASS- /10x3 4=S.M.S.-a-1Z' TO Hy L - (4j/EAdfY�EL/S - ��SAL tE2l6lET. _ _ _ (SEE SCHM u >xto -SHEET 12 - _ --- a 3 IN 3 °" Q 2• OUT HYAo «�«&+ 7�«® 14•�' « DUST"� POMM COKR£EE OR a•Q•©«©.O.®,,,�'i - .....__ _ to'�°"®.®°` .®"`——--�..___— caxRElE Rsnac wnLL •�a,1 •t�d�B +®« SYMM�TRIC�L _ � — 5 •7 «�®.�®«1+.=7 �«®M .SEPEAETATNIN 70 GIASS 5x ' OH 12) IN �OPTIONAL(urrERloR) ----- --- ---- v -=v------- 70 CLASS OUT 1 - � I ,u a * * 3 v 3 * /� 9o' * a a OUT O 4/r MAX SLACK , OUT cEKEERIOR) HV EYE" HYD tunlunuu FLORIDA BUILDING CODE Ir h Velocity Rur1(cone Ione ``````'Q.•. .......,✓�q'�i' O 2015 OSM MESAL SUPPLY.INC. J'fose ' z, BERTHA HVw 1IE L If E C o»N A■S■S■A■ Accordion Shutter System V.WX 11 N OR WIO N.V.MM WX a N.V.[riAOE Amertoon Shutter Systems ocscxrra, o►4c DRxM2E ec t S1TILLET TESTING 8:ENGINEEHINO COMPANY AssockdIon. Inc. + ae 11-114I"A3 nA - 13 18 SM KIL aEu St.m Ms.VIM"awun.FLURM mist4258 Wes(toads Drive s Prm»:(3"87f-1&30.f-:(]0SWI-4531 DitAWING No FSSION�L�;����`` West Palm Beach, FL 33407 3 15-084 'xrrNUn1U01g44�� a SHEET 20 P.E. SFALfSIGNAT(!RE/4AIE r4nRw ur a of ETE POURED qErE oR Oft RETECONCRETE OR� �� COtXRM:M WAR. an CONCRETE BLOCK WAtI REODUiEO �at�cx w L REQUIRED CLOCK WALL PAWRED '``.. EXISTING GLASS �p(�§�p>r,GLASS CaNCRESr / ORSTe7G CLASS L, ...� �- !Z" GLASS 4 r6'O.C. —,e'— _ {- r- OID4 it A 2'YW. �� —T� ( SfPi _ SFHfl4Sglt SAX ANDD TO mm Ec SOMW r r)rasu-w+x CLASS(SEE z rON tiz�aai a G O t as sir raa S�pa�If)ANO t+:Te]C= aAc�s� Q9 aN srCEi ze ran r)2• 12 FOR fT tE AT I erAOCs[fl�(� PLATE�� r(2 l avarstgadZt eunrs4)ae{ aP s}s� OF9) #USE 1'OR -MW ALUMINUM rra•uw x - i'" - urptr+uu AHGr£ 0 1s U.C. - - 4 - �._ -taaea-ro �r warmc�rr _...__ .,......_. _.._ ... - t1}/ro.1j S.Y.S.Tolsa 4 tx}rANCHORS TO 5 OR Wan AT oFp atx AT C}- SISOE°CONNECT" ON "ice OR SEE OETAA.x FOR OR TO TRACKS a •®°" SME CO KECM .(®. .(p-&M a .0• SEE DE1AA x 4 70 T SIOE cawre�moN •t • tO•ta7•�•�. TU TaAocs " WAI Qq��4_l�-Q•d�- tINEOM DETAI!QIN EC ON DETAI!Q POURED CONCRETE ,,,�,, d CK WALL (} L'—"•"D ONLY ICOR SP ¢RFATEn um tx'-O' — _....T'CEM"a CLASS CONCREW&' EaF3fiG ro pA sss tsE> 4 ia' �t�//J - CHEDtFOR WOE SHEETTOCON r(z-Mr+ roam(�SHE -- - -- - 6 oR 8 t lOR,,�, OH SiI4Et 2a iGft ANCHOR 9 12 MR WIfmA X )*v ---- 0 (BOR(g) CONC ,TE sASEsmrk$► or O.C. •j ON S*Ef{fl28 F - ANCH OR rs- cC. m@ om OR SEE Lq@AMM Of USE FOR CLAM ON SHEET 20 (94 — (COR -ELM DEML �. Q' O�•C� POURED CONCRETE OR OR Ca}•(i■a( •�,+ •61• - ®��,4,�„Q. ,�, `" Q REQUIRED eloaclrul V T C7 4 (�a(O� ��yt��►• O•m-�, CONCRETE OR _DONCREJE MCK WALL,, END CONNECTION DEND CONNEGM DETAI!Q RMIDA BUILDING CODE Man ltgb Vasac Ru"Itane tone .. , 0 2013 EAMS MIX SO Y.WO. Ik' 41TBERTHA HV u r . _ 111.1�G �,■ ■ ■ ■ Accordion Shutter System V.euNaE 1>r OR r H.Y,wam RACE a B.Y.WME s R 1StLii iESflNII d1 ENOINEE M COMPANY Xroertcan StTYttaC SYafbnln Mmof. Y r STATE Of s ms Re.Oen%x-M.aoa wNuo,arimcln,nnaeA 431 Association. Inc. i ow WIN "AM$ Cor, os t3 15 — onone s tScayml-r63o.Pas x tw&Ynr-1631 4258 Westroads Dave a ORMING No +ate West.Polm Beach, FL 3'3407 s ��*�,a WA M A.Tun A:PJ 4 tJ .(1$4 P.E. S Jtl�64tiNlNl1`�} E/IWE r1oNw M i 4416? a 11 OF 20 SCHEDULE J1 SCHEDULE i2 ,�HEouEE Y3 wamum skurvER SPAN w OR 'L-- MAXIMUM SHUTTER SPAN*'L+- MUM SHUTTER SPAN*-L+- (ft.). FOR INSTALLATIONS W1 OR -L-- (ft.) FOR R "L-" (ft.) INSIALLAB61M LEGEND • NOTES-, &0 or For INSTAILL01 s wy CONCRETE WOOD W/ONE H.V. LOCK 0 or or or W/ ONE KV LOCKS MANSOKY (1)L+-MAXVIUU AUMAME SPM MR A GIVEN RODS �W/ HD LOCK Qq W/NO LOCKJARODS or ONE IAV RE OR W NO LOCKING WALL A. D. AS.D.POSITIVE DESM MESSURE RATING. ONE W 'r OD. C. 0. e M. N, 0. P. 0. L-:MAX AU00ME SPM FOR A GIVEN NEGATIVE CENTER W/NO,ZLOTCKIR S SOW: DS MOUNTING F. K&L P, rh &V. LOCK 0 w LOCKOG RODS(0)JOP& (SEE tm t) I A.S.D.DESIGN PRESSUM PAYING. BOTTOM (SEE NOTE f) CONCRIEVE&wow FLOOR/CEILING G. H, 1, 11 &J T. U.,W X (2)PROCEDURE TO DUERIANE MAXIMUM SPM FOR Mal.Ala QONWEIE a WOOD INSVJJAWNS 0 M A&M, VAL Ash, MOUNTING WALL MOUNMQS(TOP/BOTTOM)OR FLOOR/C13M. C05321 amm Raw WALL MOUNTING FIN= s' NAIL VAIL WORM ap GIVEN A POSITIVE AS.11 DESIGN PRESSURE RAYING. & Flow % DEHMM WNUM WAR W FROM SCHEDULE (,V�) awcow., (4V ROORfOU LVtXaM GIVEN A NEGATIVE AS.L DESIGN PRESSURE RUM. Lf 00 �L_@o L+ — if L_ L4 DETERMINE KkOMM SPAN'L-*FROM SCHEGULL 30-OWLM _IW-t0r� -let-w- 30 Iw_w ir-W 30 W-w - tw--o* __RNAL MkV". -ALLOWE SPAN IS EQUAL TOME • 07 16'-4' 3M5 or 33 IW-2* lel-10" MAXIMUM SHUITER SPAN'L+'OR'L-"FOR hUMN OEIERMJNED SPM KYWEEN%+-AND 1--'. 40 W-Ur lar-1w 1 40 JX-Iir IV-16' 40le-2' Ir-r INWALLAWNS WO WOOD MqL BE LIMITED TO VX_1 45 IS-I* ly-11 43 W-41 W-e 105 Pat.A.S.D DESIGN PRESSURE RATING. 3 PROCEDURE TO OEOWNE WWII SPAN FOR 50 Ir-S, Ir-sr" Ir-w I.V-71 so it-s' I:e-!r so 12'-3' IS-I, MI)VAITONS IN DOM WALL MNNhNGS 55 W--ior- if-401 12!-1* 12!-fl'. 55 III-ter It!-ICF 55 Ill-I* I ill-it* W/nOOR/CEIUNG NOMVINGS. 60 ll'-4ll W-4" Ve-V 60 1 1,�-4- V-4ll Go lw-2* 101-11, FOR A GIVEN POSIVIVE A.S.D.DESIGN PRE=RE _0 L 65 lw-lw lw-lw 65 iff—ur tw—lor 171gulm- 70 M7 70 lul-er Ial-fr TO'-9` W-3, 70 lof-V lw-w 70 8'-9' 9--4' t W CORNER CENTOWTE 13 W BE USED AT ALL L%+-UAX SPAN FOR TAM MDUNIING INSTALLATIONS, D. . 75 IV-I' Icr-1, tw-4r TF--r 75 I(f-i* t0'-i" 75 MOUNTING INWALIATIONS.Lociatic speewiCAnous Lz+-MIDL SPAN FOR n0OR/CEIUN0 MOVNIING go 91-1w 91-10r lw-o* lot-Ir .,SO 9*-io* W-10, SKAU BE AS INDI&TED ON MANOATORY CONDITION 02 INSTR"foes, 80 85 91-C V-S, s*-Gr 85 w--w W-V N07E#5,S14ET 56 FOR A.GIVEN NEGATNEA.S.D. DESIGN PRESSURE -W:7- 9-5. IV-11 so 91-31 W-31 RAVINC.- 90 9.-3- 01-r 95 iV-o' 9-27 9*-16* 1 95 w-O' OW DEI MINE- I, too W-9- W-4' 1 9'-0` 9-7* too- W__9- U-MkX SPAN FOR WALL MOUNTING INSTALLADONS. (I L2--MAUL SPAN FOR MOR/CEILING MOMM 105 W-Ir r-fl*i K105 W-7, r-w S.EPARATIQN TO GLASS SCHEDULE "'TALA"ON& 110 1 Ir-4' 7'-7' W-7" w-r 110 MT-4' 7'-7- 7'-r . W-4- W-11- 115 f_ 115 Er-r W-r T_ FINAL MkVMUM ALLOWME SPAN IS EQUAL TO THE 120 1 el-w V-11, Ir-r- V-9" 120 W-W W-11, MINIMUM BETWEEN 114l,"U+".'Ll-'AND 12-- 125 1 71-id, W-01 W-4v Ir-51 125 V-16" W-W WIND ZONE MINIMUM (4)00 TO ANCHOR SCHEDULE WITH FINAL MOMUM w__V ASTM E-1996 PRESSURE RA11140 70 IXTERUINE MMIMUM ANCHOR 130 r-w 6'-s, r-lar al-Ill 130 71--W SEPARATION ALLOWABLE SPAN AND WrATW A.S.D.DESIGN 13S 7-7' W-;? 7'-9' -r-4' 135 --7--7- W-r TO GLASS SPACING. 7 7 7 140 -r-S! V-tl- 7'-?- 1 7'-V' 140 7-W V-11, 145 7'-3' W-9* r-V I 7-r 145 r-r W-91 1 THRU 3 .. I ISO 7*-r V r-4" I r-Or 150 r_V W-7* S'-7 155 71-4* 7*-2- 1 W-V 155 r__O` 160 6'-ii' W-2r r-11 W-7- ISO e-ll* V­r 165 Ir-lo* S-l' -0" G'-4' 165 $*-10- 170 IV-Sr 4!-1 I' V-11' 4V-r 1170 W-91 C-11* I 175 W-71 4r-r Is'-9• 61-W 175 W-7' -S' V-10. 180 W-V 4 INTO I fr_r 4W 185 6'-.V 4'-6* 6'-7- 185 6-5. 4!-6" 190 4-V 9--9' too 6'-41, 4-6, '9' V-3" 195 _r HV BLADE. 200 w-r �2� 1-4'_- —5r-r 200 P.L I-V 205 W-11" 1 f-l" 1 1 57-1- FL{ IDA BUILDING CODE (16 Itgh Velocity Hurricane Zone) 0 2015 WERN M11AL S1JPP( INC. Vol, ­.. BERTHA HVTM, VCEN \V > Shutter System /jIm Accordion _7EC707,ewe.17 A.S.S.A. U.WX it W/OR W/O W.MM MADE&W.WE A Arrierfoun Shutter WerlisGATE 0R"M"Oft M. TILLIT TESTING &ENGINEERING COMPANY W_V. iEffxM — OF sm xx SM St.SW 10%YAM CUMM FLOM 331el An"claffon. Ina. I OLD 11-04 WISPS am W13/15 4268 Wastroods Drive 2 phwll t WO.RX:(3ftWI-1331 (MV West Palm Beach. FIL 33407 3 DRAWING No 4 WLTMA,Xur Jr.P.E. FIARVA U..f 44107 S SHEET 28 E. i&;6I6kdRE/DA1E DIMIGH NEGAIM MAOCIMRFROWN-Ovil NO 40GOIH�MCRETMEOR-COMM= BLOCK INWAI I ATIONS CDNCFME (SET UOUROM P.06 4'0 me ON all sy MOOM SFACINO IEMID TAPCOV OR. QAgWWALL H Ova WA umme WNL MLVOM WWILL Vu/ TAPCON WHH AMAMED =100) AWL a HEMOM too ---1 (914", 1 1HREADIFOW 7MHMXM :Lwa I No AM Om I WEXMWE UWW fboMn *a M�,DE&W 30140 1 SO 173100.120 1601205 30 1401 So 73120 112011001200 30, 4o I ae 173 1 So ji2olleo 2os 301401 Go 751 go 12011@01200 30140 1 jj_7_$Tj0+20 16p�8, 204 30 40 160'73 0012011401 ALL POINTS$M_ 101.0 e a 6 0 14112110 916 6 $18 14 12110 0 1 a I a a 141 BLUE TOP if late a a - - 1*11ZI14 Clot 3.8 0 8 a a OR LLS! 4 12 1019 8 S • 8 14112110 9 8 8 8 10 14 12110 _. a a a 8 14112 9 IS 8 a a 12110 9 1 8 a a a a a a 6 a a TARVI+ 1 14.112110 0 8 8 6 10 14 12 10 9 8 '11 0 8 14 1U2 9 18 6 5 3 12 t8 9 Is- 8, a a a a 14 12 1019 g a 141 2 a a a a a a w 12 10 9 8 a 5 8 14 1 IT to ale a 9. - _! 6­4 1_4 2 1019 a 8 6 4 1 12 10 0 8 It a to 9 a a 0 a a a a a a -8 -8 7 34 12 10 0 8 -L 5 112 IQ 9 0 7 - a a a 8 6 2 a a a SUR I a 4 41 In to -9 12 to 9 •8 - A a a TT W TO--C_F A 9 a a 14 12 1 0 8 A- a 4 14 iz to 0 8 8 9 0 If 112 a .4 a o a a a a a a '4 a a 12 16 -9 -0 a a a j -a' a a U3 T4_ 1. a a 4 14 -6 9 .12 0 9 41 a a a 14 12 to 9 rk F a 14112 10 0 _e 4 a a a a a -7 .L W a a a 14 12 10 -9 -e 4 12 1019 8 8 - T4-12 to 9 0 6 6 a5 I:r 72-UT V_r Y-8- - - O_ 14111.-to--g-7.0 - 14..12, le--g-3'A -s- AS $a�r 14 12 IT 10 a: a - 14 1 To o 8 & 8 35 14112 TC 9 6 5. 5 6 14112 10 4 _L 7 14 12 10 9 & 6 a a SEE MMR T4_ tole 8 IL3 - - 14 12 9 a a 4A - I 1 1012..10-- ­ L 8 6 5 14112 10 40 6 3 14 - 4- -V 8--7- T w -6 -?- a -9k 4- 14 12 10 9- a to a 3"fi 14 1- 1019 a a 8 1 11 10 9 a - 12 w_9_ a - 7-a -6 a a 7.355 4 Oil SHEET 14 L4 12 tolo a &5 3 14 12 10 -L 5 8 44 % 12 1019 0 11 4 4 4 12 CA 13 4 - 14 12 1574 GA 38 - ma_ W a a CA 4"s Me 019 8 U - 14 12 10 9- 4A 14 12 1019 a a 6 14 12 10 0 8 4 12 TO_f 8 4 -4 8 a a a a -6 a TA 14 a ale a 3 14 112 to a 0 S w-IF u-=- -_ - a 14 12 �419 II a I 1 1010 8 1 a AS aft 14-it 12 to TO IFAVI-;F- a a a 7.5 u 4 a 14112 to 0, 8 6 4 14 12 1010 8 18 & &5 14 12 IF_r 5 to 9L SO 4.5 8 a a a 0 4Z 14 12 010 a 4 4111 10 0 a 6.5 3 -r W-= -2._i.M - 14 12 1019 5 18 4 - 14 -12 12 a-" 3.51- - - 8 6 8 ":TIC -3 ti 12 10 1 9_ a 4 14112 to 9.. a 3 - 1+ 1 101.0 s I a 6 1 12 to 9 6 14 12 to 9- 8 7 8 a 6 -a -t- 1_3 14 12 1010 4,5 - 14112 10 9 a 4 - - 14 12 1010 8 17 4 14 12 TO R 12 !a -8 CA - 8 0 w 00- a . 4112 to a 8 0 1_4 .12 10 9 0 18 2 14 42,1 to 4 - - - 14 .12 TO 7 - a as 14 12 -1019 &5 3 4 12 0 2 a 4A 114 12 10 9 a a - 14, 11 7 - - 14 11 7 8.3 a6l- 9 - 12 1 GA - - - 4 12 0 9 a .43 1" 12 to a a 8 Hill! 10 7 4 - 14- 12 4.5 3,51- 22- M a Ills -8 -a- a It _r_L 4 4 12 LO_ 9 5 1- - -114 12 to a 8 ad 14A 12 GA 3 - 1­ 14 2 116 7-$ a a a 7 6.5 3 *SEE U M F FOR L_ 4 - -114 12 10 0 a 1 05 - 14 12 - 1.5-8 I w to 9 a 14 12, 1 M 8 4 74 -1. it a MME WON SHEErU2SO' 14 It 10 9 IF - 114 12 10 .10 r3 7 a -8 zx-5 "r_r ®,-0` t to 1" 43 .10 T4_- - 14 12 10 1&0 4 14 12 10 9 7A - - - 14 12 10 9 & M 12 10 5 12 IQ 9 - - - -- W 14 WA X '4 12 - - - - 14 12 13 -9 -z- - = 14 12 to 9 7.5 T4-FUA 1H-- YA_ - =_ 8 8 7.5 IT 6 -z--z- 14 210 - -I- 24 12 10 9 7 - - - 1_4 -1-2-_r-:7- 14 12 - - - - W 8 8 as 63 4 i M. 4 14 12.10 9 8 14 2195 6 35 1- 14 12 10 9 as W 12110 a a - - - - 113 85 &8 - 0 a as 4343 - - - A, 12 941 6 35 - - - 4 12.to 9 65 L4_12110.9 6 - - -.14 IT 7 Z. 14 12 10 7.5 & a a a a 73 48 14 12 U 3 - - - - 4 1211 8 3 14 211010 a - - - 10A 3 14 IQJ5 7 T4 W 0 3 1412110 9 5 14 1211019 - a a 7 S5 4A 33-7 It - - it IIA 6 a 7A 4 - 14 12 7 - 4 112 1 to - - - -I- 14 12 to)- a 16 5 - 8 -a 5 4 14 14112110 t- 34 12 110 1 .12 a 12 1 r r a a 7 33 - TT TY_* - - - 6 14112110 1 1- - - 14 12 1 to i- - - - CA a 14 12 10 1- - - 14 121101- 3 T4 Ito a jw 4 14111 to I 1 11 IF 7j3 14 il I IQ I- 7 - 7 3.15 8 7 4A 33-3 12*-W�4 12 14112 10 -1-1- - - 1 121101- =- - - - 12 4 12 10 -8 -0 12 3 - - - - - 14112 a -I-I- - - 14 12 10 - - - - - - - A- a 8 a 4 IZO 3 - - - - - &G 4- -1-1- a a 8Z 44-4 14112 10 - 14 12:10 9A - -_ - -.-.- -I- _- a 8.8 a 4 4-5 TT - - - - - - 24112 - - - - 14 TF 4A - - - - CA - 8 GA14.5 M 3 II - - - - - - 24112 - - - - - - 14 12 12. .12 - _= OR n1HV 13LAD-E IS-0. , a of a a a as 1 10 - - - - - - 14 U - - - - - - 14 12 54 -I- - -1- - 18 1- - - - 8 8 4 3A - - 14 12 - - -- - - - 14 12 -. - - - - -BITW - - =_ - -_ - lao, - -8 -8 HY WIN OW-BLADE 14 T, 12 12 - - - - - - 9. 4 I- 4 4 4 st 4 a st 2' Q 0.3 14 2b 14 7 CA 2 14 1.6 14 a 6 C 4 3 a POURW uzw_wtwlm Oil am 14 T4_ a T#_ 7 M 2 14 91 84 3 8 a_ C TA 4 [a C IT 71 C a a Q 7_ a o IT C 10 IT 4 14 wr 4 IT .12 112 -7 a 4 3 UNISON a A a 7.5 4 14 Ll_.7 -14 - - - - - - to 73 - - - 4 3 - - - 14 IA - - - - - - 14 12 114 t- - 4 a st Z_Z_ 5 4 14 - - - - - - - 14 14 - - - - - - - - - - - - - - - 14 14- 74 &a 3 14 a 8 7 1 .14 - - - - - - 10 15, 14 it I I- t4 14 Z-;.j 1 -7 FLORIDA OUILOING CODE Aa NIT Velocity Purilcone Zang) A Tit 0 2015 VSWW METAL SUPPLY.IM BERTHA HVA AnSuSuAm Accordion Shutter System TC KV.9 WE 11 W ORT/O Imum wx&fLy.MW 1, Amrfean Shuffer stern DKOW T&LIT TESTINO & ENOWERING COMPANY M.L. STATE OF s 0335 KIL 30ft St.,SIL WdVMM GNOM FIOWA 33161 Assockiffan. In*. Phw :(303WI-15M.Fm:(305)871-1531 4268 Wastroods Drive DRAWING No West Palm Beach. FL 33407 -3 "'i;, z • % 4 15-084 ONAL %0 WITIR A,WILIT J1.PX P.E. 179-0-MIDRE/DAFE Timm U.I 14147 a SHEET SPECIMAT)ONS ONANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETEBLOCK SU8STRAlES (SEE UgIREh438 r Q Ni H OH SfiE -6 Yn I.94COORS TO S0189FRAVE SHALL 6E AS FOLLOWS. taC71 POWRID oOMaa>Q {A) 2O F70SFDNG POtUREO CONCRE70(i•1L fa.3 i<+G mW (E)WALL SILL MOUNTING 0CF]UNG MOUNTING ©Fl.00R MOUNTMIG -1/4V TAPCON OR TAPCON Irn14 ADVANCED R6+FAFHONHM TEt2MOLOOY AFLDNWRS As MMAUFAGIUltID W Lrvr EIUADEFr r0.s EN �4_'a x 3j4'AIL P'OlEIS S01J>!-5£7 ANCFWRS-/S D1TitR811tE4 9Y Ait POOtf3 SCR£1►,BOLI!SP�YttY COMPMN. s fe-3 IaI) {a} TAPeoN - i BLME TAP OpICRE7E 1}MJi0p4 Wj CM AS W17UF1OnINFD BY FWRDA FASiFNER4 oFECT,NC(IOn.f6 2 Im1) 3014010017319011201100120030140 60 73 00 120 100 206 30140100 73 00 120 fa0 M TAPfAN4 CO ATNAI4CED - .7;--"TAFMER+AhCND1St 9 1 a 9 a a NY OR At3'-0' i 10 0 a 6 d /4 12 10 9 a a a 8 11 12 1 a e O � a. o..3 Id) OR tw 14 12 f0 9 0 a • 0. 14 112 t 9 d d 6 t4 12 10 9 8 8 6 6 14 12 1019 8 8 8 7 1411Z l0 4 8 O 6 a 4 /2 1 9 a 0 d THIP W CM 007M A1)141411 N E'IMEOMENf NM POURED CONCREZ OF TAPCON OR 1AFCON WON MOVAlCED UWAFM TEMN01G11Y At OHM AM TAPPER+ U 12 10,1110 a 7 dA 3A 14111 10 0 d a a 14 12 1 a e s 6 6 TAPPE+ MOMS IS 1 3/4;AND E10R E6I TAP Wj CAP ANCHORS;14 1 i/2' 4-07 14 /2 1019 8 a d 14112 t0 9 8 8 t d t4 12 0 9 6 8 6 86 14 92 1019 8 8 8 4 14112 10 9 0 8 a 4A 14112 10 9 tl 6 4 sA A2)1@@511111 fl MME NT OF 1/410 x 3/4'ALL POM SO{A-SET ANCHORS SHAUL 6E 7/6'RHO A9 POURED CQHCAF.TE No EIREOME A' H 12 tole a a a 48 14112 10 0 8 a a aA 14 12 10 9 818 8 48 INTO STUCCO SRALL BE PERWRED.1/4'a-20 SS,MACHINE SCREW USED SH11LL BE 1 1/2'LONG WUUM SHO LO SFUM MOST,AAO 14. w.16-Lo .0.a 3A - f4 12 19_ O a_ a _ t4 12.10 0- a 7 _ _I*tai Lbw=m 6F 17�Poll --- -- d=-Nit"M MR-WHUS•W1M NO SIIN.'00.=--- -- - -- - - - -- --- -- - - - -- 14 12 1019 a 6 -6 6 t4 12 10 9 8 8 •- AA /4 12 t0 9 8 8 • 4b OA{Ii t8 947r� - - -- Y-O' 14 12 1249 a 7 i - 14 2110 0 6, 83 8 14 12 10 a 65 8 3A 3 - ' A7�•4 CASE-TOUT-PRETA4f.S10NE:-PRE1 A4(OO7CREIE PANELS,-PAVM OR ANY VEM SE FOIM OO-4E-E70511ND WAIL OR FOOR 14 12 t0 9 a 7A 4A - f 12 10 9 a 0 '8 4A 4 12 10 9 0 d 46 ANCFpRS SOUL BE LAND kTNO7OH TO REACH THE MIt4 STRUCTM eEIW SAID WALL F*MHM A101ORAGE SHALL BE AS•ND1CA w ON 14 12 1517.5 4A - - 14112 0 9 d 7A 85 4 14 1 EO 9 8 6 4A 3,5 NOEEB AM h A2)AME.FOR DISMUMOL4 ON V2K SOW OR ETES WRH OR 1aRgUF METAL STUDS COISMY 7M ENGINEER.EOR 6'-0' 14 12 1019 8 6 0 - 14 t2 10 9 0 1118 a 14 12 l0 9 6 aA 5 311 9N5gLINl TNM EFS WON METH.STUDS SEE SHEET 2t1A 12 10-"- 7A 3 14112 10 8A 7 eA 4 3 14 12 &S bA < 3 - 1 12 SO 9 6 a - -.14112 10 9 6 1 75 14 12 10 ILS b a 4 - (B) To E70S1eiC COHCItEIE BL.00ID USI11 C-9C7) F4 12 a 03 3 - - 4 12 10 9 a dA 4A 3A 14 I2 to O 6 38 -1/4'0 TAEM)OH OR TAPCOH WRH AOVlNCFD THAFiIDEORf1 TBClD40LOUY AN(210R$AS MNAIFAGRIRID BU(T.94 81AI.OF:HC t4 12 1019 e 6 - -114 12 10 9 6 7 a 4 14 12 10 8 7A 413 i 3 //4`f X 3j4'ALL POLOS SOUP-$Ei AHpRM.r,A$DiSI108U1E8 8Y NL pOpNiS SpiEW,IIOI.T 0[SPFCW,TY COI�ANY. Y-•0' 14 12 10 6 0.8 4 - - 14 12 0 7A tl 4A 3.0 - f OA 7 eA 3A - - -i j4 a TAPPER}At4t2tOtS AS tMENUFACtUR®SY FASTt1tERS. OSTRIB171ID${AIL iC1tiS SCLEW.BOLT 3 S'FNC7At1'f 14 f a3 7 4' - - 14 12 0 9 7A OA 4 - t 9 7 r3 43 - COMPANY OEt ANY DRIER APPROVED UC£I1SE1D OR AUEIOR®VENDOR REGISffflID NRH THE ALIERIGH STRITIER SYSTEMS A590CNTION.LRC. 14 11 7 4 - 14 12 D 0 7 a.a 4' - f4 12 0 7 4 3 . 12 to 9 a 6A - - 4 12 f0 9 0 0 4 - 14 12 19 9 &516 33 - NOIESG 7 12 d8 7 3 - - 14 12 8 85 as 4 3 23 9A 6 d 4J31- - B.1)NNIMUM EIMMENF UN1D OONCREFE BIGCK OF,TAPCON,OWE TAP W/CAP A40MM AND TAPPER4 ANCHORS 5 1 Ile AFD TAPCON 14 12 94 A 4 - - - 14 12 9A 6 6315 - - 14 12 8 6 6414 - - W!M AWANCID TNREIflf'0{tM 13 03 W d 3A - - 11 12 10 s *a 51-1- t4 a 8A a 4 - Twillotm ANCt4oR4 1 G•_a. l4 12 t0 9 a - - - 1412 10 P 7A 4A - - 14 12 aA 7 aA 4 - - 8.2)M IIVIJ EIMEDMENT OF 1/4!40 x 3/4'ALL POIFIS SOLD-SET AHCHM SHAUL OE EM9EIY E wom pito THE CoHaREFE OLOCK.M 14 1A 7A 6 - - - 14 11 7 6A 8 3A - - 11 a no 4.6 3b - - - SMEDMENT MO S1UCCO SOUL SE PE%aTIM tji'0-20 S.S.LVCNlff SCREW USED SHULL K 1 t/Y LOW MUM S10LID STUCCO t4 12 a 0.3 - - 14.12 dA 7 aA - - 14 7 aA • tb - - OW.AND 1'UMN FOR WAUS WARN NO SRICCO. / 3d 4 - -111112 9 7 6 ^ t4 11 7 an 43 &5 tO•-O ti 2 10 9 7 - 1-114112 to a 0.a a - - 14 12 a a a 4 - - 83)W CASE THAT PREXAST SFOIF. PRECW CONCRflE PANELS,P*?ERS OR ANY VENEER BE FOUND ON 710:MUM WA1 OR ROM 14 7 6 3A - - - 13 " 63. a 4 3 - - 10 72B S 4 3 - - - ANCHORS SaMLL BE LOM ENOUGH TO REACH TIE EWE STRUCTURE BERM SOD WAIF.FINISHES.MMWAM SHALL!E AS 0MVED ON 14 11 7A AA - - - - 14 11A 9 6 8 4 ^ - 9A a 5 4 4 - - NOTES ILL 8 B3)AWM FOR 9ATALIATIOi4 ON NNYL SAHO OR VFS TORN OR W ROUT METAL SIM CONSULT 7W DMEFR. OA 8 6 - - 14112 8 aA 8.6 4 - - 13 10 6,515 4 3 - FOR 2NSI MM EWS WON META.$11103 SEE SHEET 287 17'-0' 14 12 t0 ^ - - - 14112 0 7 0 4A - 14 OA 7r4A 4A 3A - 2A 6A 3 - - 1219 6 45 4 3 - - 9 7 4A 33131- ,(C) ANCHORS SHALL BE OISTAEI.ED FOLLOWW ALL OF THE RFCOMME7D11710N3 AND SPECIflCAMRS OF TIE RNCIIOR'S MAMFACTUML li 10 7 - - - '- 14 OA 7 bA 48 - - - 1 aA 73 - - r 4A - - 14 to 7A a - i 9 a 4 - SE1E SP MNCHDRS..12' ' 4 12 1 - - - - 14 12 6 Ra 113 ^ _ - 13 f0 aA - - - EOOE dSTANCt c_PACWO SCHEDU E FOR ANWORS1 eb 4A - - - 1/ 8 33 4 33 - - 8 6 4 - - - - Eµ)�N}�F ANI2SOR SPN:NtS AAE WYD tTUR EDGE DISOUJ ES L4MCAFID OELM FCR E 0.tfl5$THAN 4EIDMATED REDUCE ANCHOR SPACING 3A OA 6 - - - - 13 f3 ab b 4 - - - 6 6 4 - - - - BY MUIi�IS'aD SPACNO BMW ON SCHEDULE E BI THE EMIOWEYF FACTORS, 0 6.111- - 1 lob 0.8 - 11 aA 4A 9IDIICID sP NID FACUOR NOT 6E LESS TNAR M4UNM SPACI NO MYdTED FOR FRH ANCHOR TYPE t4 12 - - - - 1 1A 7 0 a - - - 12 9 n 44 4 - - - fACiOR _ 10 7A 5 4 3 - - - rA 4 3 - - - - ACh• 1ApCAN 1WIF1 ADVANCED TAPPER+ f 0 6 sA ♦ - - ^ 0A 7 a ♦ - - - - EDGE 7APCON ICTANCE � ALL POINT SOLD SET TECHNOLOGY, EEUE TAP W/CM D - - - - 3 9A ab S ^ - - 7A a 4 - - - ,111 no �, t aI,SPAM•.3' MIL SPAC04D-r VA"-3 1/2' NK SPACRD.+.{� 3 3 i'WL� 4' ACRIO /4 12 - - - - t1 Ida 7 = _ ti _ - • h POIHD C010fUEeD11l WORKING 10 7A - - 7 46 3A ^ 8 3 BIDCK FODUID oro»OdiQ6t[E1dX DOCK IA 8 - - - - - - 1 a - - - 4A - - - - WL .s MH FA..3 1e•UK ELL-2 I WWL 1 cnfWL M-eSut tK M-31/X• FA-2W 9 6 - - 0A 7 44 - - - 3' 1A 0.90 1A 0.78 _ _ _ _ 0 _ _ _ 2 1 2' 061 1.0 1.0 OA4 1A aA 6 3 _ IS 2' .0.71 O.BT 1.0 t ab a s - 6A a 4 _ IN ON oS1 7 a 4A 3 OAKS 99A I- - - - - r - ° ` -Q- - - FLORIDA DUIU3ING CODE- Mi h Velpoly Hurricane tone CF;015 F13FERN MEUIL SUPPLY,INC. - ! ••••••••� ,r ■ATS ABERTHA WV-,u ccoraon Shutter S stem AT. E C I L O IN4:. v.TRADE A TT CRM N.V.WM BINIE&KV.6UDE TiILIT TESTING 3 ENGINEERING COMPANY AmaTtcan Shutter Systema omcw m DATE DR41M 61' LEL. As= STA"tE Of = 4335 9.9.Sas U.1Ar 303 VAMM CAPOOM 111=4 331Associatton. Ino. r Ob 11-IN 047/3/15 iLOC M 13 is O'•.. DRt C\ ` X10"'1(3a5)071-tsso.to.:(305)071-1531 4268 Wesfmada Drive 2 .4` \ • =us ia�^* West Palm Beach, FL 33407 3 OP-AWING No rs�ONAL�a %N 1 le°i s 15-084 P.E. si€ j+sx1YUE/uAz1 SHEET A B 1`5` 1 l 1.UAx.ASA DEMN FROMM RAA t 01%-110 PLF 2.NNt.SMIIIM SpNL w . 3.AUVM WHOM A.0.a a N ON WM%7.AS WELL AS HO KOM 14 0.1,U&w OON((��SO0I►Ntt��k9 is 4 1t. I , �OiL�CFlB a ABE I INCLUDED, 11.DaY .a EMM E �ON'6iM10 S.IJS HN YIMADW��3ADE t{�SWtt OILY AIM A UWWN OF S OPVa 0S TYP.EA EM) • ' ' r (S-=)-(i+�PELC OIADL AT SFMW SUOWN ON SIM 27. (B)UK CLEARANCE FRN TOP OR Bum MM Or 1N MM aII @ - _ __ __ _- __ •r - - - -_ -OF-ANY 3Y-NOME FM SRNL BE-Ir. YAM>OWS - - - -- - - - - •' - -- -- - - - - - -=BAT We - - -- - - - -- - - - - -( �EI-GLWE-C01•NB-OUE FRU SLNIIEAS-AT-ENOB UNY BE HY A • • • (0)HJ WIDOW BLADE 9 M1S1 BE USED AIF MIC TO A SOLD W BLADEQ THRMX"OUT SHAIM WM TES 5T8•E.ALWAYS BE O(SIMP)AU CDir TO A S"HN b x r • • TAT ERttFR SDE Or THEM. (CS PdtL'JA9OHATE tN WCCIIX®SJiill. 06TA#St4 SSEE END r 'j}E EIIELifgi Or THE OPEIEIIt BE7tt0%tOld.Tm.IN ?Dam BE • r r ONLY RVIALED AD LOCNFD USOG A HN SITIM IM PBY AM COIR COON W. . Offias ON y SHEET VULLir• WItG.SEE ANCHOR SPACING SpE"FOR I'MA NS KM WM nN(IE 1 IR If �a SHEET t0.AS ULOLD BY SPM AND ASO DMW LAID(SEE S3� 7.SEE ANC DR SPACED 9CIiFD1AE FOR ErS0lUIM WO FOUM CONCAEIE OR COHOREM BLOCK WNL ON$EELS.13 R 14 AS UNRED BY SPAN AND ASD 06103 LOAD(SFE 1.116 t A:2 ASOY). (S� S LW MM SEPARATOR TO CLASS SCH EM Phi ASSN E-19M D H 1YP LAN k:O MRVXXOUM) W oA oA$ 7 WIND RCHE UNMUTA„SEPARATONDLASS C M� 1 TWO 3 I. cc,,EVATION —. -VMN0 GLASS Ia•�RA__...�.. 9q®6Eg ON T 12 FOR MME(D 4 8.25' r _.^_ AND ON S AIT 25 Wt a LC6(DAt a ___..----..-_.... _..._..._ �_�_ _-_-_-__- _-- 5 1 \\ 4 1 sYuCOMERI&M�� � ✓ ) ansa W/O ( HOLE 4 ABW� EL A �\ TYPICA,Lin HV BLADE WORKING_ IN UNIS N WITH HV WINDOW BLADE SHUTTER* M.S. FLORIDA-POLDR1Q CODE Ih h V410CRY Hurrkane ttttt1t11lLIIlttrttt� 8 7015 USM HEW&WPPLY.INC. N.Tit�>z A%'' BERTHA HYD f !L E C d otic- A.S.S.,A►. Accordion Shutter System Amodean Shuker Systems v Bump t o U.WM of * a t24Ui SES11Nt; ac ENBINEE(BNC C6ElPAtiY Aseaclattonr Inc. I OLD Lt-IN a/t3/ts wwmn "/13/15 D33 N'•.SOLS.St.tOa 303.I MONA CARDOM FLOM 331 PMe+s(300)B7t-1030.Fox:(sos)eTt-ts3t 4288 Westroade OMe 2 QRAWING Na am0019 West Palm Beach. Et. 33487 ,,,rFssl.......ti� n opm f Hirai • 15-084 r P.E. S�'AFN r /DATE • 29 OF 28