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HomeMy WebLinkAboutProduct Approval UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE SHUTTER SHUTTER STORM BARS ANCHCR PANELS # 'TYPE W X H WI TH HEIGHT SPAN # REQ SPACItWO 80LTED ,4 cc - 320 S3 89 S3 $ �o? " non( � 2 3 � ., 3 c 3'7 u 63 A/, 3`" 8 '` �- .3 -7 63 V6 6� P- 8 2 37 SS AIA ! G k" 7 x '73 37 x 73 �-- 6 " /0 73 '79 -- � rt 72 37 ?s ,z 3 � � " tz 37 y ,54 6 dI S= dd x 13 7� 1 S3 X �3 S 1S S3 y 63 q 8 S'- 8 ` Florida Building Code Online Page 1 of 2 Flonda Cepampent4 BCIS Home il Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts Publications ; FBC Staff SCIS Site Map Links Search Busines (fl/�� *1W110VU=bllc rApproval Professi�l l l User Regulation Product Aoorovai Menu>Product or Aoolication Search>Aoolication List>Application Detail Si A ,y FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived t 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 lrodriguez@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 P. 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 (HCl Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 7/20/2015 Florida Building Code Online Page 2 of 2 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 Produ cts FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3 -(Non-HVHZ)- Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.Ddf Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,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/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.Ddf Approved for use outside HVHZ: Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG 15-085 HV,pd p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 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, it 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- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis 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 hEfg. Product Approval Accepts: ® ' securit xa.rntc r https://www.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 7/20/2015 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: In �c+�c h NOA or FL# 3dp ADDRESS S Cslc4,o6da e G N NOA or FL# CITY/STATE �7 . ,�j<< r^l NOA or FL# CLADDING TYPE: NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 p1�1111A;ISGN3Rf� 1t ;FF 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 <=10SF 10SF><=20$F 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 36.7 ` 1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 %.-13 -47.9 �� 28ti _ -45.2 ,%%,r , NEGATIVE PRESSURE (END ZONE 5) -61.7 -57.5 �a -52.0 � . • PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=10$F 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 , ` 52.0 :. 49.69 ' NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 $ -59.6 NEGATIVE PRESSURE (END ZONE 5) -76.1 - -72.0 4 -66.5 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 gEKRAL NOTES: 1.8ER1WA H.V.AccoRa N SALTIER SYSTEM SHOWN ON TINS PROONCr LVALWTION DOpIMkM P.E.D. HAS BEN VERIFIED FOR ODt WADE N ACCORDANCE WITH THE 2014(6N EDITION)OF THE MHA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM WAY BE INSULLIEDAT HCH VELOCITY ZONES. DESIGN WIND LOADS SWILL BE DEIERMNEO AS PER SECTION 1609 OF THE ABOVE MENTIONED COIF.FOR A BASIC WIND SPEED WORRIED BY THE JURISDICTION WERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WHIN A DRE.TIONALRY FACTOR Kd-O.M USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(581 EDITION)FBG AND SHALL NO E(CEED THE MAXWN"D.) DESIGN PRFSSVRE RATINGS ND(WED ON SHEETS 12 TRW 17.25.20.28&26A IN ORDER TO VERIFY THE A90YE COMM.ULTNATE DESIGN WIND LOADS DETEIMED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASO.DESIGN WIND LOADS AREA 1; HV BLADES(it 1% &m BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SIAM 12 TNRU 17.25.2a 28&29A, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.M.AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE N ALLONABIE LOADS FOR WIND LOADS WAS INET: USED IN THEIR ANALYSE BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 KV ACCORDION SHUTTER SYSITUS ADEQUACY FOR WIND ARD LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1628 Of THE ABOVE MENTIONED CODE AS PER ATLREPOffM SISTER WtPON}MS 21,17 SHEET 3 -HV BLADEiO/0214.01-03.10715.01-03./1004.01-05,Ipn%o1-O3,{OSno2-08.l0609.o1-to AND f021ao1-1/As PER TAs 2o1.us 2O2 AND TAs 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HF WINDOW BLADE®10505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL ARTA 21 HV BLADE M AND HV WINDOW MAW inA -HV BLADE O2 1042201-05 AS PER TAS ZO1.7AS 202 AND TAS 20 PROTOCOLS (WHERE APPLIC" ''' TYPICAL SHUQM ELEVATION&NOTES ON LOCKS SHEET 5 2.HLV BLADE@AD W BLADE 2&RE TIMED TO WORK N LNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRI=RES TRANSITION FROM END ZONE s TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E;CONCREIVBIOCK SHEET 6 WIND ZONE MUST BE CLEARLY 00MM IN ACCORDANCE WAFT CHAPTER 3%OF ASCE 7-10 STANDARD.ALL MOINNG CONDITIONS AND FASTENER TYPES SCHEDULES MUSE BE APPLIED TO THE INSTALLATION DEAIIS F-L.COHkRIEIF/BLOCK SHEET 7 COR14WONDI G WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR NN.SEPAM110N TO GUMS&DELIMITATION OF WIND ZONES 4 AND 5 AS WEA.AS VALIDITY OF COMPONENTS FOR W MADE 1 CENIERMIATE DETAILS HY SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WAKE ZONE 91ALL BE PREPARED AND CERTIFIED BY A FLORQA E REGISTERED ENGINEER OR ARCHITECT BASED LD CN BUNs;CONFIGURATION AND ASCE 7-10^S,FA,_NOARIX AND SHALL BE SMUTTED TO THE BUILDING OFFICIAL AT DIE TALE PERMIT IS APPLIED FOR. CEMERMATE ALTERNATING DETAILS W SHEET 9 HV BLADE IM NV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE C DJERAL LUTAMONS AND OONOMONS OF USE INDICATED ON SHEET 28, CENIERWM DETAILS HD SHEET 10 END CQNNECIION DETAILS 1-8,CONfREWE/BLOCK SHEET 11 a.EIERMA H.Y AGCORODN PDS(HV sCRaft USED AT BLADES TOUGHIE AND FOR DIRECT MOUNT CONNECUGN TO TRACKS SHALL BE/14)2.75 AND 114X1.73 RESPECTIVELY.410-M LI1N=N MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WADI 135.0 k3I YIELD SRRFNGTH AND 180 ld TENSILE STRENGTH.PSIS SHALL BE COATED WITH BERTH FIV VACROSILED COATING SVSTEd AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&BLOCK BEREFT 73 APPROVED COATING APPLIMM,REGISTERED WITH AMERICAN SHUTTER SYSTEMS CH7 ASSOM PUS KIN MIST BEAR THE W MARKING ON THEIR HEAD. 4,ALL ALUMINUM WRUSIOIS SKULL BE ALUMINUM ASSOCIATION AHOY AND TEMPER AS INDICATED ON SHEET^2 AND 3.MNIMM V210 STRENGTH FOR 6003-i8 ALLOY S 31.7 Id AND 35.7 kd ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 FOR 6005-75 ALLOY. ANCHOR SCHEDULE-CONCRETE&STICK SHEET 15 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 HEI SERIES OR CORROSION RFSBTANr CO ATFD CARBON STM AS PER DW 60018 WTIH 50 Amt WL YIELD STRENGTH AD 90 kat IOL MME ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BIJILOM CODE SECTION 2411.33.4. ANCHOR SCHEDULE-WOOD SHEET 17 OWALLAITON DETAILS H-R.WOOD SHEET 18 8.DDLIS TO BE ASTM A-=GALVANIZED STEEL.OR ASI 304 OR 315 SERIES STAINLESS STEEL IMM 35 kd UNMUM VIED STRENGTH. MTALLA71ON DETAILS S-X.WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS'.- mg. N1ADE 131.14.15.16.17&28A END CONNECTION DETAILS 7-12&X.WOOD SHEET 20 HV.BLADE 26. NV BIIAOE 3 ® WOWING N UNISON:13.14&16 AREA 3• LIY BLADE 1%ONLY B.HIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U-&PATENT 16'779.682_COMPONENTS OF THIS APPROVAL ARE COMM.IN WHOLE OR IN PMT E1Y US PATENT IW458.179 ISSUED TO TYPICAL SHUTTER ELEVA71ON d NOTES ON LOCKS SHEET 21 EASTERN META SUPPLY,INC' INSTALLATION DETAILS AA,-GO.CONCRETE SHEET 22 9.T SKAIL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE OUTER S TO BE ATTACHED TO INSURE PROPER ma ORALE CONTRACTOR TO CF.NIFRMATE DEEMS HD SHEET 23 SEAL/CAWC ALL SHUTTER COMPONENT EDGES WHICH RENAN.THM FASTEWG IN CONTINUOUS CONIACr WITH THE BWLOM TO PREVERr WNO/MN NTRLNSON. END CONRECIXIN DEIAILS 1-6&K CONCAErE/M C( SNEET 24 10.EACH UNT MUST BEAR PER11M0M LABEL IN A%IME PACE WITH WARNING NOTE DURING PERCES OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTITIS.MUST PROPERLY CLOSE ALL M)UMUM SPAN TABLES SHEET 25 HV AND HD COMIMAIES AND ENGAGE OR LOCK ALL IN AND FID LOCIM - ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHUTTER MINUFIICIUWS LABS.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 171MOZ OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.1.2 OF THE FIDRDA BUILDING 000E AREA 4• HY WINDOW BLADE lIW ONLY 12.BERTHA HV.ACCORDION SINTER SYSTEWS INSTALLATION SHALL COMPLY MTM SPECS INDICATED IN TICS DRAWING PLUS ANY BUILDING AND ZONING RECUAIMNS FRONOEO BY THE JURISDICTION WHERE POW S APPLIED TO. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13.(a)IM P.E.D.PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECn L..WHERE THE SITE CONDITIONS DEVIATE FROM THE PM06 TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON THIS P.M.PROVIDED WANE DOES NOT DEVWE AREA B• HY WINDOW An n ONLY FROM THE CMWORS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RFSPONdatITY. AREA_-_ (e)THIS P.E O.WILL BE CONSIDERED MAUD F ALTERED BY ANY WHAM INSTALLATION DETAILS.METAL SND WAILS SHEET 28A (4)SITE SPECIFIC PROEOTS SHALL L BE PREPARED BY A SKIM REGIs&m FNGNEIIR OR ARCHC=WHCH WALL BECOME THE ENNGGN m OF RECORD(EOR)FOR THE PR'a=AND WAG WILL BE ERESP4 FOR R ORSIDUE UTNE PROPER USE OF THE P.E.D.OWNER OF RECORD.ACTING AS A DIE EGAIED ENGINEER TO THE P.E.O.040WEER SHALL SUB=TO THS LATTER THE SITE SPECIFIC ORA(o)OPNOM P.E.O.SHALL BEM THE DAIS AND ORIGINAL SOIL AM SIGNATURE OF.THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE 16 High Velocity Hurricane Zone THIS DRAWING SHALL ONLY BE USEb'M %0tiR A.F]�E� ®2015 EASTERN HELL SUPPLY,INC. OBTAIN PERMITS IN THE STATE OF FLORIDA ISERTHA HV1- s A.S■S■A■ Accordion Shutter System * ' V. BUDS 11 W OR 110 RV.Mmol WX&ITV.BLADE = American.ShuRor &ms 71WT TESTING& ENGINEERING COMPANY � ocscwm DATE DFAIN BY. y: STAT :TF x' Aasoclatton. Inc. 1 IIID 111-11114 0N/1a/I6 DARE: 04/13116 676!N7r.SNA s1,sm.]00.tlAalcl cMrm0M1.flARDA 331 PAone: (305)071-1530.Fo.:(306)671-1531 4288 West/0ad8 Drive 2 ORION •�� - °-'"°��aooOao1op" West Palm Beach, FL 33407 s DRAWING No V, '0 •....N:G ``o STARTER MUTJr.RE 4 15-084 P.E. S�LyJW r /DATE +A U./04167 s SHEET 6I OF 20 r r.FOR WWW BLOC CWA 72 HV BLADE TARTER O 3OHV UNIVERSAL FLOATER QUALM USE w/ ED NDER US PATENT 5458179 COVERED UNDER US PATENT/ 5958179 ED FOR USE W HV BIME 1 & 2ECT MOUNT W BITE V&�6005-T5 ALLOY AND PER 6009-T6 ALLOY AND IEMPEROO6063-T6 ALLOY TEMPER FOIi USE( W*SEE UMRATIONS OF USE OF BLADE®QN SHEET 28 u0 1ANDJEMPER �' 6063-T6 ALLOY AND TEMPER 1' .0&W • (rfp•) ,gyp• 000` H 2 6• e 2 4. a 07 HV ADJ._ADAPTER�K/� ®HV WALK-O t am QUALIFIED FO�USE W HV BLADE 1 & 2 QUAUFIm FOj us w FIV gOHV tRENCH TRACK 3: ©HV ADJ. FLOOR TRACK eas3-is D TEN BEADE(1)&Qz� 8063-T6 ALLOT AND NPER QUALIFIED FOR USE W/ HV W. RAINGUARD QUALIFIED FO USE W/ HV BLADE 1Q&02 ONLY. QUALIFIED FOR USE W/ HV BLADE 1 &® VARIES 6063-T6 ALLOY AND TEMPER BLADE 1 $2. 8063-T8 ALLOY ANO TEMPER t• 1 VARIES 1.9W 6063-76 ALLOY AND TEMPER t.91Y 63' ay. .085• y. 083• .t .1 0 o .093' .1 •i'f 670 1.886• o '1• 870 332D• a ;�Q - y b. 1 HV HEADER/SILL v` asst• 11 HV CEILING HEADER ® 1© HD CEILING HEADER/SILLO 14 HD WALL HEADER/SILL dIMSED FOR USE W/ W 8LADE(1>ONLY, QUALIFIED FOR USE W 1 ONLY _1� TAY--' r6 Auo A D P QUW.IFlEO FOR USE W/ HV BEADS 1 1 SHD CEI NG HEADS SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. WALIFlFD FOR USE W HV QUAUFlED FOR USE W/HV BLADE 1O&Q2 6083-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEQONLY. 6063-78 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COt1PONE71r A a 71 72 MAW X Y t 2• 2• 0.125 11 Y MIL t \1 t' 1• .062 © Y s•MAX. 1/8' 1/8• 1i'r0 3• 3• 0.090 ® 2• 5•LLAX. 0.182• 0.192• w 1 SIDE ANGLES 1 a5• Y tAAx. 0.190• 0.+9o• HV I CORNER POSTS ® AUFlED F_ USE W/ HV FlED F USE W/HV QUALIFIED FOR USE HV BLADEV& BIADEt &© LIIADE (SEE ULE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - AND TEM EA 111`1f11tLltttttEA" FLORIDA BUILDING CODE H'h Veloci Hurricane =one ®2015 WTERN METAL SUPPLY,INC. ��cEivs�;•9 BERTHA HV u 1L E C O INC. ,,A■S■S■A■ Accordions Shutter System • v BLADE 1 W OR V/0 H.V.WMIX 11w&N.V.BUDS ,rte Tk American ShuHer Systema W.Ik 0ESCIff nt DATE 0RWN m: M. 9• •�F •.' TILUT TESTING &ENGINEERING COMPANY o: Q� 268 Westton. inti. , OLD 11-194 w/u/ts ttATe 04/13/15 •, 4137 N.1R 306•Sl.St.SOT.VR49M GNEDF}t<f1,04>n\371 0 P �` IM—,(305)871-1530.rm 1(3oW)671-1331 4268 Weetr6ads Dr1ve 2 DRAWING No \ .-..1.tw...90OL— West Palm Beach, FL 33407 3 W-0000719 15-084 WALTER A.TUX Jr.P, ROROA Ifo./41167 SHEET P.E. SEAL/SIGNATURE/DATE e 2 OF 28 ( 9 I.= 1.•-za °w >ss• .Osz• 8 � 69 BAKED P* w a /.=10 HOBuSNw BAKED PAWEDAL-4V-U. acaTu m � © ® � ( a PMED) HV CENERMATE rum cnkm um) HV ® HV EGRESS LOCK OUALIFlLD FQR USE W/ HV BLADE1I(D& ONLYEHIE • 6063-T8 ALLOY AND TEMPER Q FOR USE W/HV BLADE T & ONLY 7• gUAL1Flm OR USE W/HV QUnF EO R USE W/ 6063-TS ALLOY AND TEMPER �V (• BLADE�t & ®ONLY. BUDE & -0 �AUFlED FOR USE W/FIV BLADE 1 ONLY 1 • 004• 8063-T6 ALLOY AND TEMPER PL45M HEAD D, MOLDED 7 2.078' 17 SCREW P AFTER RNEnNa 1/4 --20 x 3/4" BEFORERWEtNE: LA I S.s. THUMNcgEW 1 XO-20 RIVNUP *Sa:as 9u4 MA M amt--m W"u z"M Tim -T I 27dr I s03T WISER.PART I O3m.AS MAK ACNRED er Av00. PIM1 FRONT OVATION " " CRWiW Ttk10RK PMWPEs,MWj(R fY OTm$OR miw. © LOCKER FOR /'T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® ® HV "T" LOCK ® HV ALTERNATII 6063-T6 USE AN0 TEMPER QUALIFIED FOR USE QUAL.IFlED FQ USE W FIV QUALIFIED FOR USE W/ HV BLADEDONLY QUALIFIED FOR U ALLY ANDBLADE PEI ONLY W/HV BIADEDONLY. BLADE�1 ONLY. 6083-T6 ALLOY AND TEMPER 1.9 3.181 0NM6IIIRN • .063 .21V KEY cn"A" 311' ' b 545• u a.1 I • c.. HD CENMRMAT HD CENTERMATE W/ LOCKING ROD •' m O o O QUALIFIED_ R-USE-W/- LADE Q). & 2 W/WFlED FOR USE W/HV BLADE 1 &U2 O e 63-TEL ALLOY AND TEMPER HD CENTER 6083-76 ALLOY AND TEMPER 12•MIN QUALIIEDrWQUAIJFIED FOR USE W FIV BIADE 1 , &�/e►le *t/2• 11AA61URN (SCE DELW) CnINDER �oORR KEY 318• .S7 CYIkA)k7t78 KING RODD H�D� L�M/�/�yy1umt_iX3faE W/HV BLADED&Q 4 0-20 AISI 304 eY REGFM NAtjgPARE MORDSE LOCKS saSEs 2333 Hoot BOLT LOE7CALLOY AND TEMPER HV 3[8"0-16 ACEFAL "(ALKS� WILL REQUI /16' HOLE THUMBSCREWS THUMBSCREM QUALIFIED FOR USE W/ FIV MAGE&©&O2 OPER EIABIDMENi QUAUFI FOR BLADE Q&® OR USE W/ HV BLADE 1 & FLOR A BUILDING CODE Non High Velocity Nurriwne =one 711(%i.,,� ®2015 FASIEIiN MEfA1 SUPPLY,INC BERTHA HVTm ti. E C o INC. A.$.$.A. Accordion shutter system WX A W ORW/O ILS.WAN BLADE&IV BADE * :*_ American Shufter Systems TILLIT TESTING&ENGINEERING COMPANY BULsePrDN aT[ oPAvn1 W. M.L. STATE OF tr` SM tM 3ua 31..313.355.VR=M 0M3OM nnsA 331U Association. Inc. I OD 11-113 04/13/13 tulle 04/13/15 y Pta" (303)371-1530.Fmt:(305)871-1531 4268 Westroads Drive s DRAWING No *-mak a DoW n West Palm Beach. FL 33407 0NAL t .`` WALTt31 A.VUJT A.RE 15-084 P.1:,'SMAIUMAX ROM VT.I a167 o SHEET 8 3/8 A 41 4 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. O HV BLADE 1 3 7d ® HV BLADE 1Ao N 2� HV BLADE 2 Me or 47 ® HV LONG RECESSED NYLON BUSHING n N ® HV SHORT RECESSED NYLON BUSHING 3tsb ® HV NYLON HAT WASHER EXTERIOR .A - ® HV WHEEL CARRIAGE AISI 302-303 SERIES i 41 a7�s• g 4 ' 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RNEiS Mg orl(ZZ ,--@ or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD %� REQUIRE EN75) Q®Or® fb�3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'Ir EXTERIOR If POLYCARBONATE IMPACT RESISTANT HV WINDOW ox ® (SEE SHEET 27) I i Q®or® " a 0awn BLADE 10111INNUE EMT1fPICAL SHUTTER ASSEMBLY (1)HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR SCALE: 3/8" = 1* EV E IIORP OR®AT DOTTO71 IOIUCIO.ES OF 1iV ACCORDION SYSTEM W/f{Vo OR /0324• BLADE'S KNUCKLE. ® 3 (SEE NOTE* FOR (2)HV PIN @ MAY BE USED W LIEU OF®AND ONLY AT REQUIREMENTS) OCIERIOR BOTTOM KNUCJOFS OF FIV ACCORDION SYSTEM.W/HVO2 O MADE WHEN CORRESPONDING TO INSTALLATIONS-CO-AND•OD', SHEET 22 'e1 (3)HV PIN®OR®W/ 1/2'G.D. 1/16•Twat S.S.WASHER SHALT.LIF USED FOR DIRECT 1'.1ouNr INSTALLATION PER DETAIL X SHEETS 11 &24. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT ' N.T.S. N.T.S. `�a11u°II°1rlgrr FLORIDA UILDING CODE on High Velocity Hurricane Zone 02013 DSITAN META.SUPPLY,INC. c9 `s',: vcENs•; BERTHA HVn 1L E C O A■S■S■A■ Accordion Shutter System eaL BM 11 W1 OR W/O ITV.VMW BLADE a ILY BINE American Shutter Systems own oxwwR en M.1 •Y1„7 ! TILLIT TESTING R ENGINEERING COMPANY �.i�'•.'�' �Q eUJ 1LM.JON.51.U.301,N(GNM MI1r.717.ROMA 331 Association. Inc. 1 OLD 11-IN /13/13 DAIn G4/13113 Pna,.:(aae)as1-lsso.rte,:(Jos)rn1-1ss1 4268 Westroads Drive 2 �nWhTMNG No EB-40OW719 West Palm Beach. FL 33407 DRA15-084 Pr4 P.E. $EAL/SIG.NATURE/DATE I imch ua/"167 Q SHEET •NOTES ON HV LOGKS AND ENTERMATIM OR OR• t to o \8T N x u a 3 I.MANILA M eetnnw+Ns ONE W LOCK®or®StKL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ElEVATK)N.FEVFiV LOCK ar MAY BEUSED ASS AN INAN SIDE OR SPANS UOUTSDE LOP TO CK•ATTAND ACK T0�OR��� TYPICAL' ES W/(2) 1/4'F20 x 1/2'LONG FIAT NERD$.S.MS LDG710N OF LOCK SHALL BE AS INDICATED ON ADON. �a®4 ® 2 IF DESNRED.FOR BEIIF]t PERfORMAtECE 0(t FOR SEAUPoIY PURPOSES,LIP i0 TWO HV LOCKS f�9.f6 OR Y BE USED AS MI IN9DE CW OUTSIDE LOCK.CONNECTION OF LACKS TO CENIEE3O1w OR®Sl1ALL BE AS INDICATED ON HOTS(1)ABOVE, LAC&�pN OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ,3. #1 OR UMEIIED MID&WORY CONDITION 2 I3 I=W/TWa H V t l LOCKING RODS ARE NOF REQUIRED AT IiRR1CANE WITION. BUT MAY TF a � est USED DESIll— T EENHANCE SHUTTER P LOCKING RODS(a OR AN ALTERNATIVE DEVICE MAY ALSO BE USm AT STACKING POSITION (NON HURRICANE POSITION). R 4• INSI OIT FN LACK ® BE USED AT AS AN OUTSIDE R I FOR LOC SPAN AND It�TAl1A71®QO'�tis AT F1EYMi0N.HV )) 19�(or rSIMUL BE I/SEQ AS AN OUTSIDE OR INSIDE LOCK, AT TDP ATTACHED T80T75M SLUU.L D&S.M.S.TWO LOOKING RODS BE USECORNER CENTERD LOCAnOL 1/4 LOCK E AS DiDICATED 0 x 1 2B L NG ON TYPICAL SHUTTER ELEVATION.® MAKDHIM SHUTTERSPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3 fla� sAl—TO MM&MM RMM ffti �2 •ONE ALTERINTE FTVF LOCH( MAY B£ DE 11f.0 OF FN LOCK or FOR ANY SPAR AND Ql } REST 7ptS AT ANY F7.EVATION.AL lE LOCK MAY USED AS AN D OR OUTSIDE 1ACI(.ATTACHMENT OF 1/4.1-2ax3/4'SS.THUMBSCREW TO®OR @ CEMERIWTES SHALL BE MADE w/ 1p'r-2ox3/4'ALUM. t — IN � � a�� RIVNUT AS SHOWN ON SECDON HVA SHEET 8,ONE LOCK SEWN.BE USED AT 1/2 OF SHUTTER SPAN OR TWO / S& a C LOCKS AT 1/3 OF SHUTTER SPAN. All 11. *NOTES ON HV "T" LOCKS AND CENTERMATES' 1. III MR HV "mill Awcamamemn SEE END J ONE ALTERNATE EIV'1'LOCK MAY 6E W(JEU OF HY LOCKS OR FOR ANY0 LOM SPAN AND CONNECTION _ OF LACK AWCLUDES USING REIWORCING I.00I(k �7,YAS SHOWN ON SECRON 1NO.swEr w=H YIST BE DETAILS ON • O F E N 1 J R L O P a t y a RFBE ILL HEIGHT. CONNECTED CONNECTED TO CEHIQeg115®AND®W/ 1/4'1-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/811 x 3/3Y OF CORNER WMNUT OR W/1/4 0-•20x1'S.S.MS. INTO A 1/4 h 3/B'RNNUL K MAY BE DESTALLED AT LfDSPAN OR 12' MAXIMUM ABOVE MID BELOW YWSPAN.USE OF 1140 LACIaNG BOOS TQP AND BOTOY S MANDATORY. CENIERMATE ®a®at©•07 a® 10.�5t »NOTESLACKS QN OR . MV 0:ONE ALTERNATE HD LACK Q MSE USED IN U81 OF O ©« .®O1©.O.®'1 wETxt ANY SPAN AND NSULLE i0NS AT ANY ELEVATION.ALTQONTH ID LOCK®MAY BE USED 6+1 • 8 a 8• a AS AN DE9DE NOCK ATTACHMENT OF HD LOCK TO S W/3/e x 3/B'F.H.SSM.S.AND INCLUDES ® ® © O ® RFITIFORt21fQ7T MSElir AS SHOWN ON sEDT1DEls H AND SHEET 10,LOCK MAY BE DISTALL D AT YDSPAN OR Ir MAXIMUM BELOW OR ABOVE WDSPANI.USE OF Lwm RODS®Is C04METELY OPIIDNN.. TYPICAL Q HV BLADE alwITER ELEVATION N.T.S. Leuqun FLORIDA BUILDING CODE lion N'IN Velocity Hurricane Ione ,_% tD 2018 FA4TFRN META,SUPPLY,INC. 'or N. 9 BERTHA HVn - IL EC O .INC. /�■�■S■A, Accordion Shutter System Y.9AOE 1 W ORM 0 H.V.WNW W X&HV.WX p• /$ � Tk AmeTfean Shutter Systema at3eRWON CATC DRAW er M.L 11LLIT TESTING# ENGINEERING COMPAtIY mae UT.Sea,St.St.305.VIRM"CAROM FLORM 335 AtLCOCfatfOnt Inc. t atn tt-tas Ot/13/13 OAM Gt/13 is .'••. •: . Pfw :(305)871-1530.Fme:(505)871-1331 4268 Westraads Drive 2 �G\ O " oO B°01" West Palm Beach. FIL 33407 3 S/0 DRAWING No pA111)UAL EI1XY tuLme A.lnwr Jr.PX_ s 15--084 P.E. SEALI�Y��JATURE/DATE nOWA"`'0,0167 5 !S H OF 5 SCHEDULE 1E1 C(`NFMIIF �9 MAXIMUM SHUT[ER SPAN 'L+-OR -1 MAjUMUM SHUTTER SPAN'S t+' MUM SHUITER SPAN*-L+- (M). TERMATOR INSTALLATIONS® ®or QIMQ$[�I. INSFALLATIONS Wim) FOR R 'L-' (ft.)-INSTALLATION • NOHS: ((��oorr�� CONCRETE& W/ ONE H.V. LOCK 0 or 0 or or WOOD tk W/ ONE HV LOCKS MANSORY (1)L+:MAxewu auoWAelE SPAN FOR A GIVEN HD LOCK®W/ NO LOCI4NG RODS or ONE FNV LOCK or or OR W NO LOCKING WAL A 8, C, D, E~ M, N, O, P, p, �•0• OESNCDI PRESSURE RATING CENIERMATES®Jc®W/ONE HV •1' W/ NO LOCKI RODS® ODS / L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/1W0 LOCKING RODS®TOP & (SEE NOTE t) MOUNTING F, K& L R. S. &V. ASO RESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEILING G. N, I, 11 R J 00N1;REIE k TY000 T. U, W do X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR UM AUL caNCRETE Nt WOOD 1NSfAUAl10HS 0 11NsrwuwrarIG MOUNTING WALL MOUNTINGS(1OP/807TOM)OR FLOOR/CeLm. Cam OEM CESOOPRESSUVE ROMBALL Y00N MOUNONpCfYQJG a°� wAIL ' Rgmms I'Lowcum MOUNTING GIVEN A POWIVE ASD.DESIGN PRESSURE RATING. ROWOMING MDMM (��•�) ORMOUNif11G DEIERIANE MA)DUUM SPAN t+'FROM SCHEDULE GNkN A NEGATIVE A.&D.DESIGN PRESSURE RATING. L a L- L a (F) L- L a t- L a l-D') DE MINE MAXIMUM SPAN(.-•FROM SCHEDULE, 30 OR 16'-0' 111-0' 18•-0' 14•-0' 30 iC-W 16•-0' 30 IB'-0' is'-0• 14'-10' 14'- - 35 14'-10' 14•-10' 35 15'-2' 16'-10' 0 M�WMUM SHUNTER SPAN•L+-OR Z-FOR PAMMUM DETERMINED�MAXIMUM�D��µIS EQUAL TO THE 40 13'-10' 13'-10' 14•-2- 15•-2' 40 13'-f0• 13'-10' 40 14'-2' 15'-2• RLSTM1ATIGNS INTO WOOD SHALT.BE UAOIED TO ����F 1+'AND 1 13'-1' 1J-1 - 4-3' 45 13'-1' 3'-1' 43 13'-4' 14'-0' 105 Pd.ASA DESIGN PRESSURE RATING (3)PROCEDURE TO DERRMNE t1AXWUY SPAN FOR 50 1r-5• 12'-6' 12'-s' 13'-r 50 12•-6• 12'-5' 50 12'-3' 13'-1' COOMBNATIONS IN 9ETYM WALL MQUN11N(S 55 11'-1D' n'-1o• iY-1' tz-tt- 55 u'-to' 11-10' ss W/FLOOR/CEIU NG MOUNTINGS: 60 t1'-4' 11'-4' 1f'-7' 12'-4' 60 11'-4' 11•-4' 60 10'-2' 10'-11' FOR A GIVEN POSMVE AS.D.DESIGN PRESSURE 65 f0•-70' 10'-10' It'-I' 11'-11" 65 10'-1o' 10•-10' 65 9'-6' f0'-1' RATING: DETERMINE70 10r-8• 10'-6' 10'-9' 11'-6' 70 td-6' 10'-8' 70 W-9' 9-4' t W CORNER CURERMATE 13 VAY BE USED AT ALL Li+-WX.�SPAN FOR WALL MOUNTING INSTAV010NS. 75 10'-1' 10'-1' 10--4" Ir-f' 75 10'-1' 10'-1' 76 - W_9' MOUNTING INSTALLATION&LOCKING SPECWr ATDNS Lx+-MNL SPAN FOR FLOOR/CEILING MOUNTING 80 W-10' 9'-10• 10•-0" 10-9' 80 9•-10• __10' SHALL BE AS INDICATED ON MANDATORY CONDITION/2 NSTAZ1ATf 85 91-6' W-8' 9'-01 10•-6' 85 9'-6' 9'-8' NOTE 15.SHEET 5. FOR A GIVEN NEGATIVE ASA.DESIGN PRESSURE 90 9'-3' 9'-�3' 9'-5' 10'-f• 90 9'-3' 9'-3' RATM. 95 9'-0' 8•-9• 9'•-2• 9'-10• 95 9'-0• W-9' DETERMINE 100 8•-9' 8•-4• 9'-0- 9'-7' 100 Ir-9• 8'-4' Lt--MAX.SPIN FOR VALL MOUNTING NmALLITIONS 105 W-7' I r-11' 8'-9' 9•-4' 105 W-7' r-i1' S AN FOR FLOOR/CEILING MOUNTING 110 8'-4' 7•-7' W-7' W-2• 110 fr-4• r-r SEPARATION TO GLASS SCHEDULE 115 8'-2' 7'-3• 8'-4' 8'-11' 115 FW-2r' 7r*-0' FINAL LWfIMUM ALLOWABLE SPAN IS EOUAL TO THE 120 8'-0• s'-11' 8'-2• e'-9• 120 D'-0' W-11' MINWM BETWEEN 72+'.'I3+".'Lt-'AND'U-' 125 7•-10• 6•-8• B'-0• W-a' 125 r-10- 6'-W WIND ZONE MINIMUM (4)GO TO ANCHOR SCHEDULE WITH FTNAL WJQUUM 130 7-e- ems• 7'-1p• a-1• 130 r-81 61-5• ASTM E-1996 SEPAM11ON ALLOWABLE SPAN AND NEGAuvE A.S.D.DESIGN 135 7•-7' 6•-x• 7'-9• r-9• 135 r-r W-r TO GLASS PRESSURE RATING TO DETERMINE WWNUM ANCHOR 140 r-5- W-f r r-r 7•-6• 140 r-6• 5•-1 r SPACING 145 r-3- r-s• r-W' 7•-3' 145 r-s 5'-9' 150 7•-r W-7' r-4' r-0' 150 7-2' W-r 1 THRU 3 1" 155 7--e6'-s• 7•-2- e•-9' 155 r-o- s•--r 160 s'-11' 5'-2' 7'-1' 6'-7' ISO W-11' W-2' 165 W-10' 6'-1' 7'-0• 8'-4• 165 W-10' V-11 170 6'-9' 4'-11' 6'-11' 6'-2 170 6'-9' 4-11' 175 6'-7• 4'-0' tY-9' e'-o' 175 W-7' 4'-9• 180 s-r V-8' 61-8" 5'-10• 180 6'-6' 4'-0' 185 6'-6' 4'-8" 0'-7' W-8, 185 6•-5' 4•-8• ,911 6'-4- 4'_6•` 6_6- 5'-s- 190 6'-4' 4'_6• 195195 -3' 8'-5S-5' 4'-3• HV B LA D E 2' ' ' 20200 8 - 4'-2• 20.5 s-1• 4'-1' s-3' s-r1 205 1s-1- 1 4,1• FLORIDA BUILDING CODE Non Ifih VeIoCqY Hurricane lane A;TI[(��7i,,�''� ®2015 MIFRN W&SUPPLY.IV- vCENs A.S.S A BERTHA HVTM Accordion Shutter System V.BLADE 1 W1 OR W10 H.V.WAM BLABS h KV.BUDS >fr `tel/>}7//.f *= AmerlOan Shuffer Systeme ,QPM oM,c oRu1lN sr M € TTLLIT TESTING R ENGINEERING COMPANY .o STAT OF am tax sal.�„St.W5.V�u CAMXM RAMS WI Association. Inc. 1 tA0 n-1N W13115 -M 04/13/15 ,c'.. OR P"0"':(303)811-1530.Fm:(3O5)a71-1531 4268 Westroods Drive : .� 4c �\gyp` • -M �^ West Palm Beach, FL 33407 a DR�Er )o ss/ONAI���.•`a 1AUm®w nO00°i Q..P.e 4 15 I FJ4 RAMA P.E. Sm" :6tlNS RE/DATE U`' 4t1°r a } 8 MAXIMUM ANC-HOR+ SPACING (in.) SCHEDULE FOR 4 GIVEN MAX SHUTTER SPAN NEGAnE ASA DESIGN PRESSURERATINGAND A CORRESPONDING UNTING-TYPE (SEE MOUNIINGS ON SHEETS IS & 19) .E-=; L--J FEB �-T- SOUTHERN PINE No. 2 W1 MIN. G--0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX DOUGLAS FIR W1 MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL'MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS M. N. 0 & R W & X M. N. 0 & R w & x M. N. o & R W & X p & Q zio.-MMIK Dmw I=W�NWAM�MICH TAM(0 k&OL WWK DESIGH WAD W kSLIX WATrolt OFSTcti 16MMX=NOWIVE DESIGN LW(PrI k=N13A1IME DOM WAD OW MIX NRI ME OEM UM(0 W 60 467' -75 90 105 30 40 60 75 901105 30 40 60175 190 1105 30 40 60 175 190,105 30 40160175 00 105 -30 40 60 75 go 10530 40 60 75 90 105 r-w OR MM 17 10 10 6 6 6 a 15 12 10 1019 18 8 6 6 6 6 5 4 12 1011019 8 8 0 6 6 4.5 4 13 6 5 4 4 4 3 2 3 2.6 6 5 4 4 4 3 4'�O- 12 10 10 9 �13 i�6 6 5 4,5 4 12 10 1019 IS 8 8 6 5,5 4.5 3.5 3 12 1011019 a 8 6 6 4.5 3.5 - 5!_O- 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 1019 18 8 6 6 4.5 3.5 3 12 1011019 8 _7 _6 5.5 3.5 3 2 2 6 -Cr 12 10 10 9 8 & 6 6 4.5 3.5 3 2.6 12 10 1019 IS 4.5 6 .53S 3 2.5 2 12 1011019 6 3 6 4.5 3- 2 2 - 6 5 4 4 3.5 - 7'-O' 12 10 10 9 O.Z5 4 .5 4 3-2.-S 2 12 10 1019 14.5 3- 6 5 --T 3.-5 - 12 10 1017 3 - .5 _±_2.5 2 - - 6 -5 4 4 S--O- ;12 10110 7.54.5 3 6 5 13 2.5 2 2 12 10 10 lrx5l3 --1&5 4 2.5 2 2 - 12 10 10 4 - - 14.5,3 2 - - - .6 5 .4 - 4" 6 6 T66 a 5 .5 g 8 11 6 6 [2 r 4 2 2 ]211- *7 5 3.5, - 6 14.5 1 .1 2 2 - 12 10.8.5 4 5 .5 !!2.5 2 12 10 4 2.5 1- 14 13 2 16 6 5 6 5 12 0 7.5 4 - - 5 4 Z51 2 - - 12 1015.5 3 1- 4.5 3 2 1- 12 10 3 - - 3,6 5 3 Z.5 6 5 - - - - 111-6* 12 10 5.5 - - - 5 3.5 2 1- - - 12 10 4 - 4 3 2 1- - - 12 10 - - - - I - - _ 2 12--0- 12 0 .5' - 4.5 3 2 1- - - 12 10 3 - 3.52.5 12 10 - - 3 6 5 - 1 - 4 3 - - 12 10 3.5 .5 1- 112 7 Ts-T - .6 4 - 1 i2 10 _ 12 5 2.5 2 - 6 3 - - - - 0 --T- - 4 - - 12 2 14'-:;6�-T2 0 - 6 T5 - 12 1.5 15'-0' T2 12 2.5 .2 6 +NOTES ON ANCHORS REGUREMENTS: WOOD SUBSIRATES, 1.ANCHORS TO WALL.MOOR OR SOLD VOW SUM SHAUL BE AS IMOft -1/4!0 TApcOH OR TApcQN mM AffiC TNRfAOFORH TEDMOLOW ANCHOR&AS WMACTUM DY pEREIM110H AS INDICATED At EACH SIDOTION Of SHMM 19&18-E7LCEA-AN nl HV BLADE OR nl HV BLADE W 2,ANICHORS-0 HOUMI CEIUNG SHAM BE At PM WOUNTING TWE Q,SIM 19 no SHAU CONSIST OF HV WINDOW BLADE WORKING IN UNISON Va SCREWS AS PER".S.1012 SKOMTION& 3.SUBSTRATE SHAIi OMM Of THE rQLDNM SEE UIUJIAMOW OF USE OF -SOUIHERR PINE Na 2 V/G-M ows) MADE ON SHEET 2a -DOUGLAS FIR W/G-DM RIDS.) -WpUce PINE IS NORTH W1-(K-) -SPRUCE Pea In SOUTH W/ (19:0M -UN.1/2"COX PLYWOOD(1988 4.ANCHORS spAL at WSEMLED FOLD TNG ALL OF THE RECCUM04OATIONS AND SPECMATIONS OF THE ANCHOR%MANUIACIURUL FLORIDA BUILDINQ CODE (16 HI Vdotity Hurricane Zone) 0 W113 EAMM MU&SUPPLY.INC, BEIMA HVu M71L7 7EC70:s o�s:, AwSwSwAn Accordion shutter System \ IV. 41 Wl OR 1/0 w.Vim wx&Kv.wx F, American Shutter Systems Im W DESCRrM DATE I CROW M- U.L k*. WELT TESTING &ENGINEERING COUPANY Aawalalten. Inc. $ aD 11-flu 0011A113 WID 04/13/13 STATE Of --3w,a.St 30%VOWNIA GAROM nDWA 3316f 4268 Westreads Drive 2 Ph-:(305)871-15W.fm:(305)371-1531 DRAWING No 0-Mik t*0000"LMM West Palm Beach, FL 3M7 3 15-084 ....... WALTERMA-0701OLOW191r.".. 4 RW404 tic-f 44167 a SHEET RE Fir- is r r1.m tNcTAL ATIONS I HV 8t 11 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. WOOrw UPI N,D s�U '44•Y1a ,/4 tAP00N OR TAf00,4 _ pa00 spm =W 1111 el>LOE1L 2511165 IR[tl0. JI :r a WK W000 ; �7 7/S FiPUCI IQ � ANC11or✓32 era solos araR txistwa OASS ' \ h AYM to s'rwsr Dmt 10=040 CLAS( r / i t70"u1�6{�pAV I/e UK COX WL p 1/r SON.amt m QASS(s8< No= 1 tM.cox 9vEUxe(N 904f ,z PON asam PLYWC00.uo saeoute ar am 92 FOR MOM 6N L4 vwoo3. 12141 euDE�ra AL x aAoma� ( AtlnllWOSER 1/2'PRurvoco. 1Q7 W. W. NNi weLJor�sma�R t 9NE9Q��® I WL H/OE..._SIOCAIE t/ 9ASPSQ)ts Qq ATWI QA aui� r �,1t•R •.....•. ° u OF 4 oie,2 ssts - - • tSO.i/r 9.N.S ..._.—- 3,e acc.. a �weleLaY,mnNo�r a suact A.PPO wy W ll.t R,`Ot QR®• S b M W,=amat 6=00 1 s� SIDE 0026MM" OR Q � d SEE 6ETo x FON OR lC'• to tL1Ac,s �cWtvCTION -�'a-a"Y�•QL- saE m44TECOURRACKS Q-a? m twuc5 �t�•t�•QW®Q - �•C>s•O• tel•®•0�• to tNrcxs -0- pie.�.®. •®-C�1•(�•©d9- o.� s ®•0.0•x,©- &0=01- ®-o 01- ®- •aho c�- o•c�-a�•c��•c� @•m-0•®-0.0 NNECTION Q ENDCONNECTION DETAIL END CONNEC_EON DErALL Q) END CONNECTION_DETAIL 1) 14 acMIM aar roa Sv00 WXM—1r-0- i(4••TAPOCN ca TAPCOa t/4M TAVOUR CA TAPOON /`-G7ASS ca5Ra0 CUSS Mai AWAtIlND flif6AceC7id AtiM AINANCED tlRFKFO / ,}_ tFTlfaOlaf.Y IIW BgNmt TEGe70LaaY RN BUxof7f T— '— THWA s w1 t t wa alaloL�r/t tlz'Yd ♦ SEE UYtfAA0N5 OF 135E 4F 2Si'Yat.+4000 1,M spiO! 114rtA6m PSi+ETPucN tit sLws 9Ea'a Lrrto snv?a 1r as nth shoe o tr as oie t�a�� �a£s� 4 BLADEi©ON SHEEP 28 t/r a 1aa eA6Eita tzs°%aeLAOs� • 5 4xr AOR •, � d O-Uo pae0-4 •(�- "W", M OWL •o-c6�o-eQ.�•®- g°R0°"0-0 VIEW-X END CONNECTION-DETAIL END CONNE CTION DETAIL © FLORIDA BUILDING CODE 06 High Velocity Hurricane Zona • \\\`fA 1. 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SEE §HEEI 28 FOR MAX S y. 1 4'I TAPCON OR IWfll AOVANCm THRFADFOF4 TECHNOLOGY1/4'/TAPCON OR l 2, y 1 1 2'EOn.PENEIRATION 1, TADVANCED TO OF T AREA TECHNOLOGY E%ISING WOOD HFJIDFR. �: W/1 1 2'IRAPEtIl7RATpN I Ilta 1 OR tiq (SE$SCHEDULE ON SHEET 16) ti OFF �AYb010�7 DDSONO ROOD HFADFR. I 10 CUM(SFE �� (SEE SCHEDULE ON SHEET 16) SMUL E ON 1'w I—12 EM BLADE 1 /4'0-20w3/4'M LUC78EE SCREWS DISTING I 9 SHEE R W/1/4=20 NUTS O 12'0.C. G1As5--1 1 OR UT Fl� ' WALL N t LI—Ll?-�• '�� RHSH �s �® DUSTING WN. k,, y,1 FINISH „ UPCON OR I1FAOQi C WOOD 1 OR®� - exstwG uw. UK sFPMA1W I I I HFADktT41 RE>1UM �: T/A OON WITH ADVANCED TECHNDUM TO OIASS(� I LMH.SEPARATION ( 1 ) 2k4'COM.SILL •'• W111111�Wn. 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