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HomeMy WebLinkAboutProduct Approval 7c',2gW Florida Building Code Online Rg o • "� �� .. .....� s:••. tie per,, . r. rn�.�7t. � ^;!,!t'Alf•.aiar.emi.4 BCIS Home s Log In I User Registration i Hot Topics I Submit Surcharge ; Stats&Facts Publications . FBC Staff BCIS Site Map `: Links Search Business . .i c User Professib ai j Product liApproval Product Approval Menu>Product or Application Search>Applicationl.ist>Application Detail t . FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved m en hi ed* Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easteinmetal.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 Ho,ida Professional Engineer Evaluatioii Report- Hardcopy Received e Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpJ/vaww.floridabdlding.orgtpr/pr app Ol.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 7 n 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 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 II A.S.S.A. INC DRWG 15-086 odf i Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports i Other: Large Missile Level "D".Max span is 1Z-7" for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG 15-086 pdf 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 ASD load for j HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in I unison.Max.span for HV3 blade w/o window blade for i installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84",for +64,-64 psf. See j 1 sheet 5 for other spans and ASD pressures. —_— -.._._.-_.........__. _..._. i . .. _ ........ .._..-......__..____—....-._..---.-----_._..._... _......_-__,-.._-_- _.___._____..._.._._.__�_._.---..... __._.—___....... ._...__...._..... 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 I Limits of Use Installation Instructions --- (1 I Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085 Ddf j Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc, j Impact Resistant:Yes Created by Independelit Third Party: Yes t Design Pressure: N/A Evaluation Reports I 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 odf 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 i j+75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 I I p.s.f. for HVI and HV1A working in unison. See sheets 7, 11 ! s and 20 respectively of installation drawings for other spans i Viand pressures. ..-.........- - -- -..._ --._.—_.............-_—..---_I.-_.._.__....__.�_ — j389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks l COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use ^- — - Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084 odf Approved for use outside HVHZ:Yes I Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports i 1 Other: Large missile. Max. 16'-0"span at 30 9 p p.s.f ASD load F089 R8 AE A.S.S.A. INC P.E.R. DRWG 15-084 Ddf i for Blade 1 and 18'-0"for Blade 2. See'schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively EE EE Contact Us:: 1940 Nerth Monroe Street,Tallahassee FL 32399 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 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 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: vCC-IITIfV ei l'?1t1L'3 httpJ/www.floridabL iiding.org/pr/pr_app_o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 GENERA, NOTES 1.BFH714A H.V.ACCORDION SHIJTIER SYSTEM SHOWN ON THIN PRCOUCf EYALW710N DIX,'UMEM P.E.D. WAS BEEN VERIFIED FOR COMPLIANCE N ANXJOROAHCE WON THE 2014(M EDITION)OF THE F-0wDA 81At.ORtG CODE.INtS ACCORDION SHtt�ER SVSTEY MAY BE INSTALLED AT FiC1i YO.DCIfY ZONES. ��p� DESIGN WIND LOADS SHALL BE DOERIANED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODS FCR A BASIC MSPEED ED RECD BY THE JUA6DICTION WERE SNNTER WILL TA L- OF CONTENTS Be INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.65.USING,ASCE 7-10 FON INSTALLATIONS UNDER 2014(SM EDITION)FOC AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) 00 DESIGN PRESSURE RAID"N06CAIM ON SHEETS 12 1H RU 17.25.2(A 28&28A ARRA �• Ht{(�AD�,Cil IN ORDER TO VERIFY THE ABOVE CONDITT N,ULTIMATE DESGN MND LOADS DEIERMNED PER ASCE 7-10 SHALL BE FI1;W REDUCED TO ASD.DESIGNMND LOAM BY MULTIPLYING THEM BY D.6 N ORDER 10 COMPARE THESE W1 MAX(ASD)ENSIGN PRESSURE RATINGS*01CA3E1),ON SHEETS 12 THRU 17.25.20.28&28K NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D..AS TESR_D,WERE NOT OYERSTIffSSED.A 33 X NCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS LMT USED W THEIR NOLTSSET.BERTHA COMPONENTS 1-20 SHE2 H.V ACCORMON SHUTTER SYSEEL`S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VE70HED N ACSE'CORDANCE MM I"1620 OF THE ABOVE MENTIONED CODE AS PER An COMPONi=MS 21-ly? SHEET 3 REPORM SHUTTER ASSEMBLY 38-43 SHIEST 4 -HV BLADE #0214.01-03,10715-01-A;1004.01-05./1214.01-45.(0317.02-08,10609.01-10 MID(0210.01-1/M PER TAS 201.TAS 2D2 AND TAS 203 P[tOTOCOLS. ,, B-OF(J)0WI93�MAB -HV WINDOW BLADE®10505MI-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-00 AS PER TAS 202 PROTOCOL D WNQpW BLADE -MA StADE01042201-05 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. ICAC SHIR,TER ELEVATION&NOTE'S ON LOCKS SHEET 5 2.HV OTADE TQLHD W STME�2)1ttE ENCNEERED TO WORK W UNISON WfHH TACH OTHER N MEAS MIEHE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETARS A-E, CONC.KWEILOCK SFlEET 8 WIRD ROME MUSE BE CLEARLY FDS-tttfiFFD W ACS YADL CtY{FZ£N 7A.CF ASCE T-S0 5TAIifAAD.ALt tAfXlITDIC CQNC(tIONS A40 FASTETtER 3TPE5 SOIiEWLES MUST 8£APPLIED TO T}1E INSTALLATION DETAILS F-1..CONCRt7E/13LOCK SHEET 7 CO1tItESPONDNG MND ZOlE.TNS SH4ALL WCLUDE REOUIREIIEM5 FOR NN.SFPAWITON 10 GLASS.ppHYTAL70N OF WIND ZONES 4 AND 5 AS YYFLI.AS VALIDITY OF COttPOttEMS FOR HV BIAOE 1 CENTERMATE DETAILS W SHEET a &2 AOCOROLWJ 51IITTERS SYSTFJLS TOR EI11fER W91D ZONE SHALL EE PREPARED ANO CFRi1FED 1Tt A FlOR1IAA REOSW7t£U fN1Ti9NEE74 OR ARCHRFCT BASED ON FIUIIXHI.CONI£H,'!lRg10H AND CENTERMATE ALTERNA'HNG DETAILS W SHEET 9 ASCE 7-t0�S�TA��MilL4RD.Nth SF4N.1 E£S1BMtiTEil 70 TIE BTRDNO OHFX3M.AT INE TWE pt3tltR 6 AP%.ED fN. FA/BLADE ALA"`•ITV TYWOOW BlAOE ARE ENGINEF76D 70 WORK W UMSON WIM EAC31 OTfuR UND4R 714E CEDER/L L011TA7HON5 AND CONOITONS OF USE 2mK'.A7ED ON SETTEE 28. END TIOTAAS HD SLEET 10 END CONNECLiPN DEISTS 1-8,CTNCRETEfBLLICIC SHEET 11 3.SERBIA N.V.ACCORDION PMS(HV SCREWS).USED AT BLADES MME TWO FOR DIRECT MOUNT,COHHEGTION 10 TRAM SHALL BE/14X2.75 AND 1 14Xt.73 RESPECTIVELY.410-W WNMN MAXIMUM SPAN TABLES SHEET 12 APPROVED STAINLESS STEEL SCAM WITH�ERED YIELD SFF04M NO 180 k3I A4'S TENSILE �WALL BE EAR THE COATED MATd(NWG ON�HEAD ANCHOR COATNO SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&OIOM SHEET 13 ANCHOR SCHEDULE-CONCRETE&BLOCK STET 14 4.ALL AL.UM;NUM DOXISIONS SHALL BE ALUMINUM ASSOCIATION AWN AND 7E11PER AS NHEET DICATM ON SS 2 ANO 3.MMMU YELD SOITER 4 FOR 6063-76 ALLOY IS 31.7 fd AND 35.7 W ANCHOR SCHEDULE-CONCRETE&BLACK StEEF 18 FOR 6005-75 ALLAY. ANCHOR SCHEDULE-WOOD SWEET 16 5.ALL SCREYAS To BE StAIBESS STEEL 304 OR 316 ASI smss OR CCflR45KIN RflYSa TART COALED CARBON STEEL AS PER ON 50018 WSIH 50 ka MN.YIELD STRENGTH AND 90)W MN.TENSILE ANCHOR SCHM E-WOW SHEET 17 STRENGTH&STALL COMPLY W/FLORIDA SUITTANT:CODE SECTION 2411.3.3.4. 94STA-IAM NN DETAILS M-R,WOOD SVEET 18 6.DOLTS TO BE ASTM A-307 GA MaED STETT-OR ALC 304 OR 318 SERIES ST LESS STEEL WITH 35 W W=M YDND STRENGTH. INSTALLATION DETAILS S-X.WOOD SHEET 19 7.SEE THE FCILOWANG SHEETS FOR ANCHOR SPECIFICATXINS'HN BLADE 13.14.15.18.17&ZSA END IbNFEC1XNN DEEMS 7-12&X.WOOD SHEET 20 W BLADE •26. W BLADE 3 (9 WORKING N UNISON: 13. 14&16 AREA 3: HV BLADE ONLY B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US PATENT 16779.5112.OWPONEMS OF THIS APPROVAL ARE COVERED.W WHOLE OR W PART BY U.S.PATENT 15'458.179 ISSUED TO TYPICAL SHUTTER ELEVATION&NOTES ON LDCM. SHEET 21 22 EASTERN METAL SUPPLY.INC. INSTALLATION DETAILS AA-00i.CONCRETE SHEET 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE S'OUHDNESS Of THE 51RUCTUFE WHERE SHUTTER 43 TO BE ATTACHED TO DISARM PROPER ANCHORAGE.CONTRACTOR TO CND CONATE DETAILSET LA SHEET 23 SEAL/CAULK ALL.SOARER COMPWCHT EDGES WHOM R4NN.RIII FASlFNANG IN CorMWOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RW INTRUSIOK E2t(t(SINNECi}OH DETAILS 1-$&X.WHCRETEfBl:DCK 5E4M 24 to.EACH U1M COST BEAR PERMANFM fATE1 N A VISIBLE PLACE CORN WARNING NOT OLM4 PFROOS OF FRIRRMLWE WARNINGS HOME OMM tEMANT OR OTHERS MUST PROPERLY CLM ALL MAXIMUM SPAN TABLES SHEET 2b W AND He COOERNATES AND DIGA[E OR LOCK ALL W AND HD L00M ANCHOR SClffOElLE,CONCRETE SHEET 28 t1• SHALLRBE WNWAKACEPEes LABEL SHA.LASE LOCAr.O�LNALY wmt READILY VISIBLE LOCAL 2 T BUILDING SHUTTER IIN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUI.DNG CODE ONE LABEL. AREA 4: W i INDON 8LADE$A1 ONLY 12.BEIKMA HK AOCORNON STRELTER S SWS INSTALLATION SHNU.COMPLY WITH SPECS INDICATED W THIS DRAWM FLUS ANY 9JWNO AND ZOIYN'REGULATONS PROVIDED BY THE JURISDICTION TITICAL"TIM DIME&MNDDW DETAIL •SHEET 27 @HERE PERMIT IS APPLIED 10. 13.(o)THIS P.ED.PREPARED BY THIS EHCIKM IS GENERIC AND DOES NOT PROVIDE IEORMNTION FOR A SITE SPECIFIC PROJECT.La.WHERE THE STE CCNORIONS DEVAIE FROM THE P.ED. TYPICAL SHUTTER�EVAl10N STIFET'28 (D)CONTRACTOR TO BE RFSPONSISLE FOR THE SELECTION.PURCHASE AND NSW.tATNCH]INCLUDING LIFE SAFELY OF THIS PRODUCT.BASED ON THIS RED..PROVIDED WSFE DOES NOT DEVIATE AREA 5, W WtNDON BLADE L!/ONLY FROM ME CONAROHS OETAT ED ON THIS DOCUMENT.CONS1RUCnON SAFETY AT SITE IS THE CONTRACTOWS RESPONLSISAM. INSTAlATON DETAILS,METAL 3TiID iTALL.S SNEER 254 (c}THIS P.ED.WILL BE CONSIDERED ITIVALID IF ALTERED BY ANY WARS. � (d)SITE SPECIFIC PROJECTS SHALL BE BE RESPONSIBLE FOR PROPER USE�E P ENGINEER OF RECORD.ACTWO AS AA DQ.ECATED EMGNEER TO THE PED CNQKER SHALL Y A FLORIDA REGISTERED ENCWEER OR ARCHrR=WIOCH'ALL BECOME THE DW*XR CC RECORD EQIT TO THIS TATTER THE SITE SPECIFIC ORAMHQS FOR REM V. (a)ORIGINAL P.E.O.SHALL DEM THE DATE AND OMOI NA.SEAL AHD SIGtARTURE OF THE PROFESS"AL ENGNt:f7t OF RftX>FD T}NT PREPARED IT FLORIDA BUILQING CODE Mon High Ye40Ci Hurricane Zone) 0 2D15 EASTERN METAL SUPPLY.INC. • `A`AAAAA711 IFYMttYAAA �y,� THIS DRAWING SHALL ONLY BE USDA TO �S``AA P4(ER A.T/fZ 4,4,, BER■HA HYLA OBTAIN PFRMRS IN ISLE STATE OF FLORIDA w Accordion Shutter System o" Y. Ji W OR 110 H.V.WTAIDp'N BLADE k M.BLADE American,Shatter Systems MY.Ift OESCAr 1 DATE r M%"BY. M.1_ S7q 3 Til11T iESTTNO& ENGINEERING COMPANY Association. inc. I OLD it-194 04/13/15 TATE: G4/13/16 I1as N.w.aaA SL. .>w vLLOA4A cFrmO+x rLDRnA 371 _ Phate:(3Q5)d'71-1530.Fax:(305)071-1531 t 4268 W Beach, 33ive 2 DRAWING No ,aR1dP ®�7C0" Wast Palm 86Och, FL 33407 19 4 15-084 �rs/0�tpp�� Nr��`A� F,oRUA U�j calci 3 SiiEET P.E. S�vWHq�{iNIDA7E A. 1 OF 2& WiDOR RIME , VAN65 m B Q• g 7 9 8' 0 y A O 4.867 �/ • 4 d5INIDERR 2 _HV BLADE • OS HV 9b'/180' STARTER O 3OHV UNIVERSAL FLOATER PATENT�5458179 COVERED UNDER US PATENT / 5458179 QUALIFIED OR USE W/ HV W(NDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FORTE auo/A WD ILMEEO&OEMPER 4 If DIRECT MOUNT BLADE I ALLOY I(ZD TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 28 BLADE 1 $ .37 6063-T6 ALLOY AND TEMPER 322W 1. • a/ 6063-T6 ALLO Al. EMPER •123• 4207 2.226' a 2 .9W' �0.7 (7)W ADJ. ADAPTER NfILIPSe s• t R s- 3.22• QUALIFIED FO USE W HV WA HV O LK—OVER TRACK s2D BLADE F% &© QUALIFIED FO�US W/ HV ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE)I &(2� O9 HV TRENCH TRACK 3.450• QUAUFlEO FOR_US®/ HV 6063-16 ALLOT AND TEMPER QUAUFlED FOR USE W/ HV 1 NV. RAINGUARD BLADE T & BLADE 10&02 ONLY. �O%IAUFlED FOR USE W 6063-T6 ALLOY AND TEMPER VARES 6063-T6 ALLOY AND TEMPER / HV t• 1.9 BLADE t & 2. gg VARIES 1.936• 6063-T6 ALLOY AND TEMPER Oar 5• .060' oow .093'• b' .1 0' • 670 1.686• •1A 670 • 0 3.629• 670 11 HV CEILING HEADER 0 HO CEILING HEADER/SILL 3.581, n Q0AUnEO FOR USE W FIV BLADE(1�ONLY, ED FOR USE IN E 1 ONLY / 7M' AND TEItPE QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEADER/SILL SHD CEILING HEADER/SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VAUDDY. QUAUf1ED FOR USE W%HV QUALIFIED FOR USE W 6083-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE tQ ONLY. 606}T6 ALLOY AND TEMPER OHO 6083-TS ALLOY AND TEMPER _ - COMPONENT A B T{ 72 IAL NM X Y Lfl! tl 1' 1' .0332 © 27 5'MAX. 1/8' 1/8• W iQ _ ® 2• 5•MAX 0.192' 0.192' W 20 CORNER POSTS 1�6 SIDE ANGLES ALUMINUM ANGLESt® 25• 7'MAX. 0.190' 6.190• Nvt� bTiALFlED FORUSE w/ WFlED FO USE W/HV QUALIFIED FOR USE W/ HV g(/4pEgr BLADE1 R© BLADE (SEE SCHEDULE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM ER !`!lIILLILItNr/, FLORIDA BUILDING CODE Mal High Veloci Hurricane Zone ����Q• ......•.."(4, i� ®2013 EMM METAL SUPPLY,01C. sF'•9- ■ ■ ■A■ BERTHA HVTm � S Accordion Sha �. tter System ECO !N c. V RUDE 11 W OR Y D KV.WNW IIUDE h ItV.MADE American Shutter ema 9 � .• n cv. 116CRVftl1 /CAW13/ OCAM er 3/ TICCIT TESTING R ENGINEERING COMPANY O'er••• 11 A :•�c.�.�� at3a N.M.301.St.St.303L VPGM GAIMM FWFM%331 Aeaat7latiDn4 Inc. 1 ou6 11-11{ a/u/te M1E: 04 t3/t5 Ph—:(305)871-1530.Fc4 1(3306)571-1s3t 4268 Westraads Drive 2 "N',�ONA 11 NC�``��0� AIM 7 West Palm Beach, FL 33407 4 DRAWING No n,,, 15-084 P.E. SEAL/SIGNATURE/DATE rtJOFWA L;--/44167 6 SHEET a 2 OF 28 OA CAN ���FL(x tm.) uaY RAKM'00°m a62• A § Q 1 .'1 GRASS CnPWMM etASS CY13�ei ' •ICYR(omw (09191M Fww) 2tNG CENWRIWAIN� — ® HV LOCK 0 FIED FDR USE W/ HV 1 &®ONLY 6063-T6 A D TEMPER QU� FOR USE W/HV BLADE(q&& ONLY • ® USE W/HV 6063-Te ALLOY AND TEMPER Hy C RNER C F BLADE i & ®ONLY. BLADE &®ONLY. �AUFIED FOR USE W/HV BLADE 1 ONLY 230.OIL i•' 6063-T6 ALLOY AND TEMPERFl/1511C WAD1.756' 18 . 9 S. If St7tEVl 2.079' 1.753* , y� 1/4"P-20 x3/4" BEFORE RtVE11NG S.S. THUMBSCREW -1/4 O-20 RIVNUTe I x>sr *Sam"0 AllawN(mx4-73 Attar)WW IRMCE 7M MW WSW.PIW/08M A9 U WFscnmm er AvOa 1•AII rROW ELEVA71M ® ity MALE "T" L O WNY 70aW4 PAt_avtxr,MW.unto 07034 OR OMIAt_ LOCKER © FOR '•T" LOCK CE ERMATE QUALIFIED FOR USE W/ FIV BLADE 1 ONLY ® " ® HV "T" LOCA( ® HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER Ol1ALIflED FOR USE QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV BLADE 100NLY QUALIFIED FOR USE W/,HV BLADE t ONLY W/FN BADE Q ONLY. EVADE 1�ONLY. 6063-T6'ALLOY AND TEMPER 6063-T8 ALLOY AND TEMP mm ',d 3.181 f � p Og3• • Q CaNDEORN .214'' •063 -t�-il'rF/�1 Y KEY cnfia" .214' Y c°I 0.675'Lft HE! CENTERMAT 0 OD Q o ® HD ' r 00 1 .125'U— MATE W/ L0CI$ING 90 0 0 QUALIFIED FOR USE W/ HV BLADE i & 2 QUALIFIED FOR USE W/HV BLADE i & 2 6063-76 ALLOY AND 6063-T6 ALLOY AND TEMPER t2'N2L ®FIED FOR QHVI & 2O• 6063- ALLOTM MfOr URN ( DeTA1S) 3apOR KEYCIUNDFR 1.78 Ym.LOCKING RODS HD LOCK QUALIFIED FOR USE W E 10&©R � .3/8`0-16 ACETAL rBY REGENT HARDWARE MORTISE LOCKS S64M 2333 HOOK DOLT Loa. �5 INSTAL ATK)N VALL REQUIRE A 7/16' HOLE THUMBSCREWS I QUALIFIED FOR USE W/ HV BADE 1fD.©&Q2DRIILLED AT TRACKS FOR PROPER EMBEDMENT QUAUFIEFO(t U BLADE Q)&© QUALIFIED FOR UO FLORIDA BUILDING CODE IbW High Velocity Rurricane Zone A.T1 0 2015 Elam METAL SUPPLY,INC. BERTHA HV �: CEN• '•`�9 A.S.S.A■ ,N Accordion Shutter System R.V.wx 1 W ORV o Ky.1@N s wx&ILK wx American Shutter Systema ,AMM arz DRWH BY: M.L. ,t7, a TILUT TESTING & ENGINEERING COMPANY STATE OF .•a;` 3353 NX 35,•e•,Sb.3y VF4M G&Wa a nOROA 3319Assoclatton. Inc. t Ota n-tu a/u/ts ave 04/13/15 &UHPhw .(306)871-ts30.I-:(30S)07t-13.334268 Westroads Drive 2 o-fAOssOO • West Palm Beach. Fl 33407 3 DRAWING No 15-084 Ao�r 14Jr.RE a P.E, S7FAYfIRL�URE/DATE 0 SHEET OF 28 3/8'6 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV AND HV-O BLADES. HV BLADE 1 3 i� n N ® FIV BLADE. 1A nL ORO 2� HV BLADE 2 R 11 or I F.315*0 HV LONG RECESSED NYLON BUSHING I 3HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR 6 47Fi' o ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a�s• g 11 0.870"x3/16" THICK NYLON WHEEL. I I j 0.188"0 AISI 302 SERIES S.S. RNETS1 or(Z ,/—o or ®3 4@ HV 1 3/4" ACCORDION PIN W/ #8 HEAD ((see NOTE FO I * REGUIREMENT'Sg Me Or® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * i EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW gigor (SEE SHEET 27) ® M'a¢ EaMM BLADE 10JUMP FORYPICAL SHUTTER ASSEMBLY HV PIN (1)W PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR SCALE: 3/8' = 1' E7CiEfl10R®OR AT BOTTOM KIIIICIQFS.OF HV ACCORDION SYSTE7I W/FIV 10 OR BLADE'S KNUCKLE. ®BADE. 3 (SEE NOTE * FOR (2)W PIN @ MAY BE USED W LIEU OF®AND ONLY AT - • � REQUIREIIQtis) EKIERIOR BOTTOM KNUCKLES OF HI/ACCORDION SYS"W/HvQ2 O 13LADE WHEN ANG TO INSTALLATIONS'CC'AND'DD'. - SHEET 22 -a1 (3)W PIN®OR®W/1/2'O.D. 1/16'TRICK S.S.WASHER SHALL BEIUSED FOR DIRECT 7AOMT WALLARDE ON PER UR X. WHEEL CARRIAGE DETAIL - ' SHEEFS ASSEMBLY LAYOUT N.T.S. N.T.S. `p�\-"ININKNNp,�� FLORIDA BUILDING CODE on High Velocity Humcane Zone ............/T''�i� 0 2015 EISIERN METAL SUPPLY.INC. ve�Ns BERTHA HV7u "IL E C O AI.S.S wAI. Accordion Shutter System American Shutter.Systems H.Y.MADE 1 W ORe O H.V.WNW BLADE&KV.BADE 9'• `r^IE'Q TILLTT TESTINO R ENGINEERING COMPANY + DATE CMWN at. M.L Oma'• ,cZ0�Q1 �� e1aS 11W.swR SL.SW>01 vnunl OMee6 nc�asl Association. Inc. 1 ole 11-n/ /w/13 DATE 04113/13 4 (3W)B71-15M a—Gooier W1-1531 West Palm Beach, FL 33407 a DRAWING No '�h,,;ONAL ANG a`` 03-0009719 /1/lllllllllll\\\�\ WALM A.nUlf Jr.RE 4 15-084 P.E. $EAL/SIGNATURE/DATE nMVA P.E. 1 sa1a? °. a SHEET EOFF 28 "IiT1 oN �{1Z163�x�ND CENTERMATES: A • C O • M N U i T 1. •ONE HY LOCK or S"I BE US+D AT 1/2 OF SHUTTER SPAN FOR ANY SPAN r OR 1Y ABOVE OR Bq,pW ]/2 OF SHUTTER SPAM FOR SPANS UP 70 10 ,AND FOR NJST TONS T ANY ESEYATION.Hv LOCK t�f MAY BE USED AS AN INSIDE OR OUr5UE LOCK.AT1ArAiED To OR d, CENiERMAT68 w/�2) 1/4`0-25 x 1/2"LONG FIAT HFAD SS.MS.LOCATION OF LACK SWILL HE AS INDN.�Tm m TYTtICJv S11lFTTFJ(ElEYATIoN _jtt� OR FOR SWJW I'moses,UP TO TWO W 1�6 s LOLLS TAY IeE AS TIN INSIDE OR OUT530E LOCK.CONNECTION or LOCKS TO Ceflu im Lo SHALL BE S m-L BE ON NOTE(1)ADCNE N OF LOCKS SHALL.L1E AS IN0ICIL ON 7YPICAI_SHUTTER EiEYATWN. 3mmm#I OR UM111m CONDITION �� K3 L1SFD WIt111D H.Y.tOCKST LOCKING RODS ARE Nor REt2UtttED AT RRCANE POStiRON 61FT MAY 4 0 °"® USED 1F DESIRED 7D ENHANCE SHUTTER P Lo RODS tOR AN ALTFANATNE_DEVICE MAY ALSO BE USED AT SFACRONG POSITION(NON HURRICANE FOSHM). 4.R AND A�EIEVAHON NV(40CK � SWtLL2t ONE w LOCK USEpAS AN Wi51CORNER C�WSIDE ICCKFOR ANY SPAN AT TOP'� 4. ATTACHED T7 Y9tALL RNER 8E USED I.9GTI(0 1 4LOCK-20 SttN BE AS MATED TLOW.FLAT HEAD mVM/d.SHUTTER ELMNON INSIA XMU-SHUTTER SPAN SK14L BE DETMWM AS PER SCHEDULES SHOWN ON SIM 12. #1 VALD MY FOR ONE ALTERNATE W LOCK MAY m W UEU Of fiY IDG( or tUR AHY SPAN ANR �5H 32 @+5F TIONS AT ANY EI.EVATiON.AL HATE LOG( ►AY BE DSID AS AN DE OR OUTSIDE TOG(.ATTACHMENT r 4'/ oo 6F 1/+'0-20x3/4~S.S.THUMBSCREW TO 0 OR LA CENLFHuATEs stwl BE WOE W/ 1/4.0-20x3/4`ALUM. a RIVNUf AS SHOWN ON SECDON.ENE,SHEET B. LOG(SINT1L,BE.USED AT 1/2 OF SHUTTER SPAN OR TWO ` CIfIK� C�t. LOCKS AT 113 OF SHUTTER SPAN. it lilt 11 mums DN HV am LocKs AND CENTERMmS: SWM AIUMM*110 W"Un CMWAN#I Y"ONLY fm AND 1. ONE ALTETtNATE FIV'I'LOCK IAAY(3E IN LIEU OF HV lUCK5 OR FOR ANY SPAN SEE A11A110 A7 ANY ELEYATIOH.K. 1£tOGC Y BE USED A5 AN OtSAE CR SDE LOGE.ATTNCLU►tNr ODETAILSON D17oN o r r N i s K L o v a • v x OF LOCK{�INCLUDES USWD REiNFDRCING UdCIa�F AS SIH7tVN ON SECDON EMG.S}{EEi 9.vAOCFI MUST� SHEET 11 TYP. COHNECtm TD G]JIERLATFS®ANO W/7/4 9-20 x 1 1/2`TANG SS 71liFJDFD BOLT Wj 7y8 x 3j32' FULL NEXW YANGEAtT OR 1/4'0-20x1's.su.s.tNtO A 1//4 c sjs`}2iN(11T. MAY BE CtSTAtlk7S AT LYDSPAN OEt 12` of CORNER uAXLMUM ABOVEVE AND BELOW uroSPAN.LISE DF iW0 WCaNG Roos AND BOTOM fs MANDA70RY. CENTERMATE *NOTES ON =KSA aIRMATEa- �L��",,,� tD•�!�©• ©• 1. �� KW vi •ONE ALTERPNITE IID LOCK T�MAYBE USED IN UEI!OF \:.J•�•��(r,.�•�a HY LOCKS -L FOR ANY SPAM AND i+SrAL AXIONS;AT ANY EMVATION.AL UMIE ID LOCK 0 MAY BE UM t��J• LJ l!_Ja aw ROIH IfOx#3iFNT ttSFXT AA`+KStWkN �O1IDAMOJW H3mH WVtAND tS Wj 3SHHEEr QMLOCK MAY BE.AND WCUUOES INSIALLEA AT �•�O1®+®°"t.J'•�.,��.,, IIOWAN OR 14'WAIOMUM BELOW CR ABOVE MIOSPAK USE OF LOCK=RODS®5 COW'WRY.OF" LL. JYPICAL 10 NY BLADE SHUTTER ELEVATION N.T.S. tutNHFy FLBRiDA BUILDING CODS Won H;h Vej Hurricone Zane A4�••••••_• It A, a tale fiSRRH mm SUPPLY.INC.#.'ti�cEti •'''�-r ;;�. BERTHA HYTO Accordion Shutter System A.S■S.An ' r V.TIME A iN OR W/o N.Y.T11tA0N 6UDE g N.V.BIAOE o !c = TlLttt TES71N0 R ENGINEERING COMPANY Amertcan Shutter Systema M.woEsc"mm I 00t OA M Brc M.L. A38oCta'tton• Inc. i ow 11-114 04/11/13 04E 04/13/19 :� :@ mm Nr. a.St.US.teNa M"RM",na11N Ott 4268 Westraads Or'Ne 2 rna,.:(3OSNfA1-talo.JIM.(3O WI-15.71 DRAWING No '4,�*c5'3+�•-..... G����.•� t" West Palm F#each Fl 33dO7 i ,1 5-084 ANAL EN a� ` P.E S/FOIE S�Y�A7URE/DATE rtnwn&1m 1 s,tm e s N OF SCHEDULEPOURED CONCRETE ANCHORS WL Wwww V CONCRETE ON SHEET 14) i ti,m�t a i OR 4Y REWIRED EDGE OF �'a i E&&�t SLAS G a�alsd)t ag I 9 JG&E i AL7ERtil i ' j ' '' Y IOX311V HEX HFAD ' '1 E7aSTNG 1 LOCA7gN -TE]C SCRflYS O 11 5 3 ALN CONCRETE ANCHORS g EDC£ F � S 41 7 ( SM) od r EDGE OF APPttrAmE S �lAe IF E105DNC EOQE of APPLICABLE cuss-- B IF AMEd t�z t Serie,°FF { �sm D' ^�-� POURED o vouRED RAT HEAD CONOWTE ANCHORS I "mDw'FD.q. • C::u ED REQ (SM SCim"ON SHEET 28) MT HEAD CONCRETE ANCHORS �a� t OR Q� D D. (SEE Swaku ON SHEET T3)• TRENCH INSTALLATION EOR PSF Q HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO R SR ® HV FLOOR INSTALLATION # PRES"51JRE RATDIL)& SPANNSS PER Q HV CEILING INSTALLATION SOFOLxE#3 WW 12 CONCRETE ANCHORS • (SEE sa,Ero�n-E aN Dasm EXtSi2Ki -"_ t A"'� Err,mwmv m aui ' r �"'t,a WHO"M am W r r GLASS` {^pr.E wmr[w rm ft) t r i D 1 i i 6 rrr Ir 8 3 aR � 1 E• 8 I r ' r �` HEAD TEX SSCREWSWASHER 0 !14x3/4• HEX HEAD r 1 8• -- Ux SCREWS O 9.O.O. 1 01453/4'S.O.S. 1 tAaor OR 1/4^t-2O St M.S. 1 CONCRETE A�>+S C 1 - - 6 'Q ' 0 91 0.a W/HUT o e O.a- j (SEE SCHOW E ON i7 Q J sHEEr Ts) _ ►_--� 7 aR 16 1 t_ 11113/14'F.H.Sas - 0 3•o.c. EDGE OF W. 1 1 a• 1 7 - coNCRfl£ANCHORS NOTE tAPPUCKKEom) CONCRETE BLOCK ON SHEer t D POURED OONCRETE (SEE SCHMt"ON ON SHEET t REQUIRED °• our BLACK SHEET 15) © LM WALL WALK—OVER INUALLABON POURED a _HV WALL FLOOR-INSTALLAT1014 REQUIRED -INSTALJ.ATtON # INSTALLATION DETAILS W/ }iV RAFNGtig(� )� WE PURR CO,AatiT10N aF SfclxTxs s E-D.a EDGE DISTANCE RUWABLE MIEN PERFORMED Cid HV BLADE AIXI-SEE SHEET 4 FOR TYPK'AE SNUTTrR (SEE SPECfFWMONS ON SHEET}4) O ENTRANCE ro AN�ERA&'E EXIT BLADE 9EET 28ASSBABLY SEE 11 OF USE F�� MOUNTING SECTIONS CAN RE COMBINED IN ANY WAY TO Sur ANY DtsrALTAT70N. t1nNHit FLORIDA BUILDING CODE On High VelOcity HUrnCOne Zone 0 2015 EASTERN METAL SUPPLY INC. vcs --�-. .. BERTHA HYD /1lLlEC O Inc. Q,.S.S.A. Accordion Shutter System RACE t Americon Shutter Systems v t�E t iT OX sk R 110 V.Mow hI Cum or M.L i AT :>f TILUT STING & ENGINEERING COMPANY N'L A^ '��F TEOW Kw.3M a,St.JV4 Wtmm eNmDe.RamA 331 AzsOCIOttOn� Inc. , OLO tt-t>r 04113113 M,Tr: pi/13 75 Pea.:(3102-taw.rm:(305)871-1331 4268 Wes(raads Drive x 5�0$No 4 r tln®wg�m West Palm Beach, Fl- 33407 s TOW P.EP.k. SEALJ��rvATUREjDA7E t10RQk U.1'44187 6 SHEEP 8 SCHEDULE 1f1 SCHEDULE d2 SCHEDULE 113 MAXIMUM SHUTTER SPAN' •L+-OR -L-" ZINUM SHUTTER SPAN* U. MUM SHUTTER SPAN*1+' (ft.). FOUR INSTALLATIONS®/5 �1, OR -L ft- FOR RsrtiL�1toN Lcc aD 11;9 (� ( ) 'L-' SH -INSTALLATIONS SPAN* ' � & or or INSFALIJjjS W/ CONCRETE& �� W/ONE H.V. LOCK ® or ®or or W/ ONE FIV LOCKS MANSORY WOOD (1)L+:MAXIMUM ALIONRBIE SPAN FOR A GIVEN HD LOCK®W/ td0 LOCKING RODS or ONE FIV LOCK or or® OR W/ NO LOCKING WALL A B. C. D. E' M, N, O, P. 0, AS.D.POSITIVE DESIGN PRESSURE RATING. CENTERIAAIES®& W/ ONE 111/ Y W/ NO LACK RODS® MOUNTING F. K& L R. S, &V. L-:MAX.ALLOWABLE SPAN FOR A GUM'NEGATIVE LACI(®WO LOCKI RODS®TOP Ec (SEE N07E t) A.S.O.DESIGN PRESSURE RATING BOTTOM SEE NOTE FLOOR/CETUNG G. H. I, 11 &J T. U, W & X (2)PROCEDIAtE TO DEMNNE MAXIMUM SPM!FOR QONCRETE&WOOD NSTA1LA110NS CONCRETE&WOOD MOUNTING �0. kAx OEM CONCRfm aLST WALL MOUNFYXS.(TOP/801TOM)OR FLOOR/CEILING: PRESSM ,JIM WALL MOUNTING FLOOR/CEILING WALL YOLNINGis Rmw It K p�6Xt/c2yHg MOIHiWD GIVEN A POSITIVE A.S.C. S S.D.DESIGN PRESSURE RATING. 8.+101 MOUNTINGfw�•) FILCale MDIWM 6_0 OR - DETERMINE MAXaMUM SPAN tED +'FROM SCHEDULE N SR-) (4 oA) / N OR-) rw6R "OUNIING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. L♦ t- L+ (0) 1 L-W L+ L- Lf 00 I t-60 _ DE ERMRIE MAX UUM SPAN•L=•FROM SCHEDULE 30 OR LM 16•-Or I IW-O• 18'-0' 18'-0' 30 t6'-01 78'-0' 30 18'-0' 16'-0• FINAL MA EMIM ALLOWABLE SPAN IS EWA.TO.TI{E 14'-10- '-• 16'-0' 35 14'-10' 14'-10- 35 15'-2' 16•-10• 0 MAXIMUM SHUFTER SPAN 'L+'OR'L--'FOR E9t>i�LH DETERMINED 9M BETWEEN 1+'AND 1--'% 40 13'-1b' 13'-10- 14'-2' 15•-r 40 13'-10' 13•-f0• 40 14'-2- 15'-2• RNSTAUAIIONS INTO WOOD SWILL BE LIMITED TO 1 - 3-1• 13- - 45 13'-1' 3'-1' 45 13'-4' 14•_3• 105 psf.AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO.DERRAINE VMIMUM SPAN FOR 50 fY-5' 12'-5' 12'-8' 13'-7' 50 12'-5' 12'-5• 50 12'-3' 13'-1' COMBOUIIONS N BE1WlFN WALL MOUNTINGS 55 11•-m' 11'-fo- 12•-1' 1Y-tt' 55 11•-to• 11•-1o' 55 .TV-t' 11•_11• , W/FWOR/XDUNG MOWOINGS: 60 11'-4" 11'-4' 11'-7' 12'-4 60 11'-4• 11'-4• 60 10•-2' f0•-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 65 10'-10•- 10•-f0' tl•-1' I -11 65 10-10- 70•-t0• 85 9'-5' t0•-1' RATING: 70 10•-8- 10'-8' 10-9' 11'-5 7Q 18-6• f0'-6' 70 8'-9' 9-4' DETQRMINE-. 75 1(Y-1' 10'-1' 10'-C 11'-1• 75 f0'-1' 10'-1• 75 - 8._g. t HV CORNER CENTERMATE+3 MAY BE USED Ai]ALL Lt+-MAX.SPIN FDR WALL MOUNTING INSIA.LAT10NS MoU TING WSDUA710NS. LACKING SPECIFICATIONS L2+-MAX.SPAN FOR FIAOR/CEILING MOUNTING s0 9'-10- 9'-10• 10•-0' 10'-9' 80 9•-10• 9'-10• SHALL BE AS INDICTED ON MANDATORY COND111ON 11w9LITION& 65 9'-8' V-8' 8'-9' 10'-5' 85 9'-0' 9'-8' NOTE J5,SHEET 5. FOR A LIVEN NEGATIVE ASD. DESIGN PRESSURE 90 9•-3' 8•-3• V-5' 10'-1 90 W-31 9•-3' RATS 95 9' 01 0'-9' 9'-2' 9'-10' O5 9'-o' W-9• DETERMINE. I GO 8'-9' 8•-4• 9'-O' 9'-7' 100 8•-9' W-41 _ Lt--MAX SPAN FOR WALL MOUNTING INSTALLATIONS 105 8•-7' 7'-11' 8•-9' 9'-4' 105 8'-7' r-Ii' u MAXSPAN FOR FLOOR/CEILING MOUNTING 110 W-4• 7•-r 8'-7' 9'-2' 110 8•-4' V-7- SEPARATION TO YCLASS SCHEDULE: INSTALLATIONS. 115 W-2• 7•-3•. 8'-4' W-11' 115 e'-2' 7'-J' IN&MXJMUM ALLOWABLE SPAN IS EQUAL TO THE 120 a'-0' 6'-11' 8•-2' e•-9• 120 8'-0• V-it• MWI.NM BETWEEN 11+',-U+•, 'L1-'AND'12-' 125 V-10' 6•-6• a'-o' .8--5- 125 7-10• 6'-s• WIND ZONE MINIMUM (4)GO TO ANCHOR SaIEDULE WITH FINAL' MAXIMUM 130 7'-8' a•-S• r-,D' a'-I• 130 r-6• W-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND KGAIXVE A.S.D.DESIGN 135 7•-7' 6'-2' 7'-9- r7g- 135Y-7• 6'-2• _. TO GLASS PRESSURE RATING TO DETERMINE MAaMUM ANCHOR 140 r-5• V-11• 7-7" 7'-6' 140 7'-0- V-11- SPACING 145 r-3- W-9• 7•-5• 7'� 145 r-a-. W-9' 1 T}iRU 3 150 r-2' 5•-r r-4- r-D' 150 r-2' W-7' 1" 155 T-0'. 5'-5' 7-2' 8'-8' 155 7'-0• 5•-5' _ 160 6'-11' 5-2• r-1• 6'-7• 160 6'-11' W-2' 165 6'-10' 5'-1' 7'-0' 6'-4' 165 6•-10' 1'-1' - - 170 6'-9' 4'-11' W-11' 6•-2' 170 W-9' V-11• 175 W-7' 4'-9• 6'-9• W-0' 175 W-7• 4'-9' - 180 8•-8' 4'-W 8'-8' V-10' 180 6'-6• 4•-W , 185 6'-5' V-6' V-7' W-W 185 6•-5- V-6• 195 4' - '-' 190 s-4' 4-5' 3 ' '-S' 195 4'-3' HI BLADE 195 4 8-5' S 200 8'-2' 4•-2• 8'-4' 5--3' 200 6'-2' 4•-2' 205 s-1- 4'-1' fir-21" 5 -1• 205 s'-t• 4-1• FLORIDA BUILDING CODE Non Nigh Veiacity Hurricane Zone) OL'o,% k A.TI(� ,�� ®2015 IDWERN META-SUPPLY.INC Q�..vcENs'% BEWMA HVTM A.S S■A■ Accordion Shutter System V.BLADE 1 W1 ORW/O tLV.YAM)OW BUDS&KV.RUDE �i.f' * American 5butler Sysfema „�X an ORMNer. ML TtWi TESTING at ENGINEERING COMPANY Aaaoclatlon. Inc. 1 OLD 11-1w 5./u/15 aAte w 13 15 o STAT OF i�` msa Rte Lan.4e.S1..sm,1Na.4A GA1t01n Nam,331 ,c•., OR r P"°'`(305)671-15=.Fm:(=5)871-1531 4286 Westroads Drive 2 F �y\ .-..a 1e com West Palm Beach. FL 33407 3 DRAWING No S'•.....••4 .� WALTER A.TIM Jr.P.E 4 15-084 '4,s rONA1 .��� FXnra1A 11e.f 44167 3 SHEET P.E. St'JiY ItlWRE/DATE e f 28 SPECIFICATIONS ON ANCHOR REQUIREMENTS;POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ROMW RUM AND A QQBRP92M=11110 TYPE MIK OR MUM OM WMIAMIS (WE MUNEMGS 1.0.A!H ON SHWS 0 Y7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS, POUND OMCWFA 11LOC1 I FOUND CQNCFw (A) ro omTlNc POURED OONOREte W to.s lop @WALL SILL.MOUNTING I QCEIUNG MOUNTING HOFLOOR MOUNTING -1/4'0 TAPOM OR TAPCON WIN ADVANCED 1HREWFDWI TECHNOLOGY ANC10R$AS MMA1FNCftIRED BY LT.W.BUILDEX({i1 Ile 3 Ldp SPAN -1/4'f x 3/4'All PDMS SOIJD-SET ANpgRS,AS UIED Br 1W.p0E1is SCREY,B01,T&SPEg1LTY C04PNn!9t Ire 3 Ldp (p) ASD.DESIGN NEGAI a LEAD "A BEVAN NEGATAS LOAD ASA DESIGN NEGNIVE LAW - 1/4•f BWE TAP CONCRETE AHCHOFS W/CAP AS MA!"ACFURED BY FLORIDA FASTENERS DIRECT.INC.(Min.to-2 lap 30140160175190 120116012M 40 60 175 90 120 iq 207 SO 40 60 75 90 120 160 205 TAPCM WTH ADVANCED TAPCON OR -1/4'f TAPPER+ANC#IORS AS YAYIFAcrLwdD BY PaWERS FASIEwaM DIC.,AND DSIRWRED BY ALL POINTS SCREW.BOLT&SPECALTY 14 12 10 0 0 6 t 2- 1 9 0 e e a 4 1 10 8 0 0 6 a %4;0 2! OR ANY OTHER APPROVED I1CWSm OR AIIHORQED VENDOR ROOMERED WITH THE AMERICIW SHUTTER SYSfE]LS A Assoc AnoK EEO• 31-01 14 12 10 9 a 8 6 a 14 12 10 9 0 8 6 6 14 12 10 8 5 6 6 6 ALL7111LL PO KM SOI ( •fP 3 - oR Lm 14 12 10 D a 0 6 0, 14 12 10 9 a a 6 14 12 19 9 6 a s 5 14 12 10 9 a 8 6 7 14 12 10 9 D B a 0 14 12 10 9 5 0 a 6 BLUE TAP IICAP E' 14 12 10 9 8 7 ab 35 14 12 10 9 0 B 0 6 14 12 10 D O 6 6 6 TAPPER+ A1)YNYUY EL93EDMEET FEFD POURED CONCRETE OF TAPCON OR TMCON WITH ADVANCED 7HiRFADFOTM TEC14NO(p(Y' ANCHORS AND TAPPER+ ANCHORS Is 1 3/4;AND FOR BLUE TAP W/CAP ANGORS IS 1 1/r' 4-0• /4 12 30 D 8 e e a 14 12 10 9 8 8 a 6 14 12 f0 9 6 8 6 Ss . 14 12 10 D a 8 6 4 14 12 IO B 6 a e 4A 14 12 10 9 8 6 4 J3 A.2)LOAM EMBEDMENT OF 1/4'f x J/4'ALL PORTS SOLID-SET ANCHORS SK46LL BE 7/8'INTO THE POURED CANCREM NO EMBEDMENT 14 12 10 9 a 8 a 4.6 14 12 10 9 6 6 6 53 14 12 10 9 8 e e {.5 Mro SIIICCO SfIAl1[E Pf786T1ED.1!4 f-.2D S.S.YACKK SCREIT USED SEAL BE 1 I/2•LONG YNYW SFOLIM)SR1000 DOST.AND 14 12 10 9 73 65 33 -11412 10 B 8 8 0 3 14 12 10 0 6 7 55 4 •E�°M s� WR 1'MINIMUM FOR WALLS WIN NO ST0000. 5-0• f4 12 1019 8 6 6 4114112110 9 8 a a Sb 14 12 10 9 a 8 a 43 C/141 14 12 fol9 a 7• 4 ^ 14 12.10 9 a a3 3 3b 14 12 10 0 &a 5 3A 3 A3)IN CASE THAT PRECAST STONE PRMAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND W TIE ZMK WALL OR nook 14 12 10 9 a 73 43 - 14 12 to 9 6 8 '8 43 14 12 10 9 a a 4.5 76 ANGORS SHALL BE LONG ENO=TO REACH THE MON STRUCTURE BEHIND SAID WALL FINISHES AIC4NOILAC.E SHALL BE AS INGCA7ED ON 14 12 RS 73 4A - - 14112110 9 a 7.6 55 4 14 1 10 9 5 5 4A NOTES A7 j&A2)ABOVE.FOR MSTALlA110NS GE VINW'L SOW OR EFS WRH OR WaH0UT META.STUDS CONSULT THIS ENG MMM FOR 8•-0� 14 12 1019 8 8 6 - 14112110 9 8 8 8 5 14 12 10 9 8 0.5 6 35 E15fALUl10M RN10 EES WTIH META.STUDS SEE SHEET?& 14 12 1019 7.5 63 3 - 14 12110 83 7 S.5 { 3 14 12 8 65 SA 4 3 14 12 1019 8 8 - - 14 12110 9 6 L5 s 75 14 12 10 85 8 6 4 - (0) ro DOS7NG CONCRETE BLDCHB(ASN C-90) 14 12 8 65 5,5 3 - - 14. 12 10 9 6 65 45 35 14 12 10 a 7 b 33 3 - 1/4Y TAPWN_OR WCON WITH ADVANCED 1HREANORLL TECHNOLOGY ANCHORS.AS MANUFACTURED BY IT.W.BIAIDFJF. 1 4 f x 31e ALL PONFS SOLA•SET ANGEOM AS DSRaBIRED BY ALL POINTS SCREW,BOLT&SPECYLTY COMPANY. �.-0• 14 12 10 D e 6 - - 74 12 10 B O 7 S 4 14 12 10 B 73 Bb 4 S - /� / 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MATUFACRRLED BY 11151M FASTENERS DMELT,INC. 14 t2 16 a ab 4 - - 14 12 a 73 0 4S 4 - 14 12Lm- ds 43 3A - - - 1/4•f TAPPER+ANCHORS AS MAEIF'ACRIRED BY POWERS FASTENERS.INC,AND D8IROM BY ALL MIS SCREW.BOLT&SPBUALTY I4 1 1 e5 . 4' - - 14 12 10 9 7.5 5A 4 - 14 12 9 7 73 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AIIFMM VENDOR REGISTERED WON THE AMERI M SHUITFR SYSIM AS90CUTOfL MG 14 11 7 43 - - 14 12 10 0 73 53 4- - 11 12 9 7 6 43 3 6.-0• 14 12 10 8 8 63 - - 14 12 1019 8 6 4 - 14 12 t0 a a3 S 3' - DARES 14 12 °5 7 SS 3 - - 14 12 0 ea 63 4 J - 2b 9S 6 6 ♦ 3 - - &1)IMOE5R51 E7t8FDYENT 0770 CONCRETE BLOCK OF T t4 12 9b 7.515 - - - 14 12 93 6 ds a - - t4 12 0 6 6.6 4 - - APCOIa,BILE TM W/CAP/VNC101NS AND TMPFR+ANCHORS IS 1 1/4'AND TAPCON _ _ WITH AWANCED 7NRFAIDFORM Tom'ANGIORS IS 1'. t] 93 &5 a 33 - -114112 10 8 6A 3 - 14 12 8 65 5 4 9•-0' 14 12 10 0 0 - - - 1♦ 12 f0 O 7.5 4.5 - - 14 12 85 7 53 4 - - 112)HUMAN EMBEDMENT OF Wit x 3/4'ALL POINTS SOLI�SET/ANCHORS SINAL BE EIMMY EMBEDDED INTO THE CONCRETE BLOCK NO 14 1b 73 a - - - 14 11 7 &5 5 15 - - 11 8 5.5 43 3.7 - - - EMBEDMENT R7rO STUOCO SIAL BE PE MFITED•1/4'6-20 S.S.MAGNE SCREW USED SHALL BE 1 1/2'LONG YNIA M SHOLI D SNCOO 14 12 0 a3 43 - - - 14 12 ds 7 &5 4 - - 14 05 7 5.5 6 45 - - E70Sr,AND 1'MNU M FOR WAILS WITH NO MUCCO. 13 53 4 - - 14 12 9 7 6 4.5 - - 14 11 7 83 4S ]A 10'-0' 14 12 10 9 73 - - - 14 12 10 8 65 7 - - 14 12 6 0 S 4 - - B-3)IN CASE THAT PRBCAST SfQtaE PRECAST CONCRETE PANES,PAVERS OR ANY VIIEFIN BE FOUND CN THE DUSTING WALL OR FwoR 14 fO.5 7 S 33 - - - 13 9545 S 4 3 - - 10 73 S 4 3 - - - ANCHORS SWM.BE LONG ENO=70 REACH THE MAIN STRUCTURE BEHIND SAD WALL FMMI ADRAO NCHE SMALL BE AS INDICATED ON 14 It 7.5 SS - - - - 14 tI.3 9 8 5 4 12.5 93 6 5 4 1 4 - - NOTES 8.1)&BZ)ABOVE.FOR I SFALATONS ON NNWL SDW OR EFS WFFH OR WrHoL T MEDL.STUDS CONSULT 7195 ENGWEER. 03 6 a - - 14 121 8 65 e5 4 - - 13 10 &5 a 4 3 - FOR INSTALLATION INTO EFS WITH METAL SIDS SEE SHEET 2EA 11•-0 14 12 10 - - - - - 14 12 9 7 8 43 - - 14 OS 7 53 45 3-5 - - 2393 5 - - 12 9 a 45 4 3 - - 9 7 43 IA 3.5 3 - .(C) ANCHORS SL BE I SD9LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF VE WA ANCHOR'S MFACTURE. 14 10 7 _ _ _ - _ 14 105 7 a 48 - - - 13 ds Sb 4b 75 - - (p SFE SCHEDULE FOR DISTANCE ED. SPACMF RFIA FOR ANCHORS. b 7w 45 - 74 13 73 ° a 12 9 e 43 4 12•-0' 14 12 f0 - - - - 14 12 0 &5 53 - - - 13 10 &S a 4 - - - EDGE DISTANCE VERSM SPACING SCHEDULE FOR ANCHORS 13 DS 4b - - _ _ _ 11 a 3s 4 JS - - - O 6 4 3 _ _ _ - MAVMIV AHgtOR SPMINGS ARE VAID FOR EDGE DISTANCES RDMATFD BELOW.FOR E 0.HAS THAN'TLE eIOIOUFD,REDUCE ANCHOR SPAICNfi 33 D3 0 - - - - - 13 93 65 6 4 - - - OS a S 4 - - - - BY YIA7FL1'INO SPACRKF SOWN ON SCHEDULE FIM THE FOLLOWNO FACIORA 9 a5 - - to 03 7 SS 1.5 - - 11 8b 83 ♦3 33 - REDUCED SPACING OBfANED I159F0 FACTOR SEAL NOT BE IHSS TWIN MMM SPACa1G WMAID FOR GCA ANCHOR TYPE 14 12 - - - - - - 14 11.5 73 8 5 - - - 12 9 6 4L5 4 - - - FACTOR TAppQ( t OA e - - - - - to 7s a 4 3 ^ - - 73 4 3 - - - - BTW TAPCON Wllll ADVANCED - - - 12 D a s3 4 - - - os 7 5 4 - - - - DEDGF TIPOON 1EG1tOlAtY ALL PONT SOLD SET BLUE TAP W/GIP ITN. e SPACM a - - - - - - 13 9-5183 s - - - - D3 7s s 4 HV BLADE OR- 14 12 - - - _ _ _ 1{ 06 7 55 - - - - 11 03 OS ED. �• '•3' MOL SPAfYiC s 3' SPACL}10 J 1/2' ADL SPACRO.Y 3 3/4' 4' 14•-0. 10 73 - - - - - - 9 7 45 3b - - - 7 6 3b 3 - - - - & POIIiED ODE03aE 00�EE eDC1L CONCRETE& &POFED 13 a - - - _ _ - 11 0 65 4.5 ^ - - - 9 0A 4b - - - - - CONCRETE MIL ABY CK MH FA.3 1(7 YL EO-2 1/C ��E O'er E• EOL FA•3 f/y 28117 � La - - - - - - - as o e3 - - - ob 7 453 - - - - - BLADE WORKING s• 10 0.9E �.o 0.78 Lo 084 Lo 15-0• 9 _ _ _ _ _ _ _ as OS 4 _ _ _ _ _ ay b J _ _ _ _ 2 1/2' - 0,81 1.0 - - 0.67 1A 16 - - as 6 5 - - as e s - IN UNISON♦ 2• &71 ost 7 - - - - - - - 13 - - - - - 9 - - - - - 1�4' - 9 - O43- - 1 B•-0• 14 - _ _ _ _ - - 2A 93 a - _ _ _ _ O 73 5 - - - - - 1 1 0.33 6 - E 8 4 e 43 J - - - 0.36 9b - - - - - - 9b 7 6 - - - - - e s . - - - - FLORIDA BUILDING CODE on High Veipcity Hurricane Zone ```SS.S��A A•Tl�j�A.,,�' 0 2013 EASTERN METAL SWPLY,If IC. ' ••�' '- BERTHA HVn IL ECO ,M1:. A■SmS.A, Accordion Shutter System V.BLADE 1 Wif Oft►0 N.V.WIM BLADE It N.V.BM TIULT TESTING do ENGINEERING COMPANY Shutter Systems afscRwm9 Te OPAWH aML. Ere - -o STATE OF OW ILA.360,a1-.Sb.303.VROM GRO06,naWA WS Asseclatton, Inc. 1 _ a9 11-114 01/13/15 0KTe o4/1J/ls Plan.:(30)871-1530.Fm-.(307)871-1531 4268 Westroads Drive- 2 [P. � .PSE tilt-0.0- West Palm Beach, FL 33407 s CLAWING No WALTFAEDA 1000°ELI71r.P.E 4 15-084 E. S�LF�Bl64N\YU�2E/DATE i1Df°°A 1Jr 441°7 ° SHEET { i OF 28 MMIMUM ANCHOR';' SPACING (jo.) SCNEDL)LE EQ8 4 GIVEN MAX, SHUTTER SPAN, NEGATIVE A.c n DESIGN PRMOUNTINGS 7IYPE (SEE MOUNTINGS ON SHEETS 18 & 19) -E�; lJ B --E;TF= I. SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX DOUGLAS FIR W/ MIN. G=O.$0 W/ MIN. G�0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEIUNG MOUNT T CEIUNG MOUNT T CEIUNG MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL'MOUNTINGS ( ) M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 R FLOOR MOUNTINGS P & Q w & x w & x w & x W.WAIAE OEM LEND NEGAME DWGN LOAD W 0.NEGATK DESIGN UMD W ksa t wrW DE9GH LELAD LE1 qK 0651611 LOAD ow ksD.NEGATTrE Omw IND 0,tagGA K DESLf.71 LAD ' 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 66 75 90 105 _W OR 12 10 10 9 8 8 8 6 6 8 6 5 12 10110 9 8 8 8 6 8 8 5 4 12 1011019 8 8 6 6 6 4.5 4 3 8 5 4 4 4 3 4'--0' 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10110 9 8 8 6 85514.513.5 3 t2 1011019 8 8 6 6 4.5 3.5 3 2.5 8 5 4 4 4 3 5'-0' 12 10 10 9 8 8 6 6 5 4 .5 3 12 10 10 9 8 8 6 6 4.513.513 2.5 12 1011019 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6-0' 12 l0 9 8 85 6 6 4.5 3.5 3 5 12 10110 9 8 4.5 8 5.5 3.513 5 2 12 10 10 9 6 3 64.5 3 2 2 - $ 5 4 4 3.5 _per 12 10' 10 9 6.5 4 6 .5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 8 5 4 4 - - 8'-0' 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 16 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - 6 5 4 - - - g•_p• 12 10 10 5 3.5 - 814.5 3 2 2 - 12 10 8.5 4 - - 5 .5 .5 2 - 12 10 4 2.51- - 4 3 2 - - - 6 5 3.5 - - - 1p'-0' 12 10 7.5 4 - 51+ 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - 12 10 3 - - 3,5 5 - - - 6 5 - - 11'-0' 12 10 5.5 - - - 513.5 2 - - - 12 10 4 - - 4 3 2 - - 12 10 - - - - 3 2.5 - - - 6 5 - - - - 12'-0' 12 10 4.5 - - 4.5 3 2 - - - 12 10 3 == - 3.5 2 5 - 12 10 - - - - 3 2 - - 6 5 - - - - 13'-0' 12 10 - - - - 413 - - - 12 10 - - - - 3.5 2.5 - - 12 7 - - - - 2.5 2 - - 6 4 - - - 14'-0' 12 10 - - - 4 3 - - - 12 7 - - - - 3 2 - 12 5 - - - - 2.5 2 - - - 6 3 - - - 15'-d' 12 - - - - 35 - - 12 - - - - - 3 - - 1.5 - - - - - 2 - - - - 6 - - - - - 16'-0' i2 - - - - 3 - - - 12 - - - - 2.5 - 11 - - - - - 2 - - - 8 - - - - +}MOTES ON ANCHORS*REOLOREMENTS' WpOD SUBSTRATES, 1.Moons To WALL FLOOR OR SOLD WOOD SOFHT SHAM BE AS FOLLOWS. -1/„TAPCDN MR TMUM WRN AD%%l4MD THBFADFOISL 7=00LOGY MOMS-AS NANUFACPAVD fff T HV BLADE OR � HV BLADE W/ LLW.DU6DEX W/10H3n>tt THRFADED PFNEMADON AS"OCAND AT EACH SWOON ON MRS 18 s 10. EXL0M'1 SEE M z S HV WINDOW BLADE WORKING IN UNISON'S 2.ANdiORS TO HOLLOW CFAR10 SHALL 0E At PFR 41011NIWG TYPE U.SHEEP 19 ALO SHNl COMM OF , IAO SCREWS AS PW HOS.2012 SPCCWADONS. 3.SUJ1"iLMTE SHALL comm Or THE F111lDR11iG - �SEE A;SbNS OF USE Of -SOURim PW Na 2 W/6-0.33 OLDS) MADE ON SHEET 28 -DOUGLAS FTR W/1=030(HDS.) -SPRUCE PIKE nR NOM W/G-0.43.(HOS.) e -SPRUCE PIKE M SOUDL W/G-38(HMS) . * -ISN.1/r COX PLY*000(19Li3 APA) ANCHORS SHALL DE OLSfMLm FOLLAMrm ALL OF THE RECOWDIDAPORSa Atm SPEMICATOW OF THE ALICI.Of{S 1tANU1'ACS NWL FLORIDA BUILDING CODE on High Veiecity Hurricone Ione �51{111U1 ttMrjAA E9 2015 EASTERN KETAL sUFPL.Y,INC. p;TtturJ, f BERTHA HYD �;• A■S•S.Aw Accordion Shutter System v 6uaE 1 11 0R V/0 xv wWaT WX&1tv WDE nun TEsnNa ta4dINE1 R1ilC C0]1PANY Amerman Sbuffer Systeme octs a1w1 DA19 WA.N Or. LL.L '� was N..u st..Mal v�N cu+ol><1 ncPA m1 Assoofallon. Ino. 1 OLD 11-1u /11/13 ave 04/13/13 $ e; NATE OF _; 4268 Westrovds Drivo = �- Ptwr:(J0.5)871-1330.o :(30s)eN-1:131 DRAWING No FCOAtO1 ' �� " EOGO`" West Palm Beach, fT 33407 . 15-064 stSJO�••((•��{.;�`G� MN.1ER A TAW dr.P.E a SHEET P. rA}r,�(i @IJAT,RE/DATE L'`iµt37 6 16 OF 18 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((Al HV* BLADES (AS APPLICABLE MA_X. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 61)ONLY SHALL BE LIMITED1 5. osf. A.! PESSURE RATING. SEE SHEE1 28 SPAN �• 1/4'1 T WITH 0 G 0 UNISON 77APOON 1WTH ECHN 7NRfADFORY TECHNOLOGY 1/4-0 ,�T•• W/1 1 'IAn.PEHEIRATION 1, AP'CM WITH AWANCM . yF (NG,WOOD HEADER.T 1e) y u. PD&IMa MN 1 1 1 OR Q' DOSrM WOODAMAADER. W ll OR� (SEE SCHEDULE ON SHEET 16) 1—1 E9ADE(1�2lTD _ ` 1 at 1® I. 1h 1/{•1-zort3/4•S.S.YACfWE SCIRIVS 1 fN sE�1B® W/1/4_p NUTS O 12.O.a p/IST--1 HAOFS 1 h i Olt 1® W I I ;a 1 FlNWL I �. >ti OR(q DOSTING ION. wu1.\. y: I y FINISH HEADER REEMMM 1 OR ' DasTwc MN. RS 1 2k4' U fY 1/4.1 TAPOCH OR WL SEIVRAIM 1 1 FIFADETt REGUtRFD TTIYtFADf0f61 TECHNOLOGY SCHEMTO U O 1 IAN.SEPARATION 1 1 2'x4'CONT.SFE. aim •i -- TO '�S I PLATS REWD. W/t 1 Y IQn.PFJ1E7Rh7pN ON 1 t9(151D10 (_SCHEDNE uD DTH of M%ATE 9ADE5 1 3® '1 ON SHEET 12) 'J (SEE saTmuLE ON SHEET t OHV WALL HEADER INSTALeTION OHV WA LLATION @Iff WALL E705NM. 1 MN.SEPARATION Ulm GLASS MT 1 i CONT. TUPCO C� 1 �D �y�—(SEESCPZX" 1 DaSfNc ON SHEET 12 1 1WDOo PLATE fXI55�' ON SNEEE tz) ) (SEE SCHEME �• ON s+ElTT 12) t 1 1/41-20x3/4'S.S. 1/4'0-20xT[{'SS SCREYIS W/ + t MAgiNE SCREWS >� 4w.• WALL \ u :`.'a--:3;i}.i•� t/4•-20 NUTS O I 1 I USING 1/4'-20 NUNS I 1 12•as � o 12'as I i I m® S I T 1 OR :•`, .; IR(q 22 x44D 1/4'1 TAPCON OR RFA•D. )•' APL•AN WITH ADVANCED 1/4Y TAPCON OR 1/4'1 TAFTON OR TIREADFOR►t TECHNOLOGY = AMIT 1Y/IT1 AWANCED s n TAPCOIE WI}I ADVANCED •y; W/.1/2'Ilan.1'F7�ETRAl10N OF �j TILRFADFORN TECNNOL04Y 1-SFE S1ffET 4 FOR 1T'PN•JLL CONE. 01_ THRFAOFCgI TECHNOLOGY x: I16tFAD£D AREA lM0 PLTW000. ♦s .W 1/2'Min.PEHEIRA710N OF SHUTTER ASSEMBLY. SIL PIAIE W/1 1 Y iln.PFNETMTIOt1 y (SEE SC1#DUIE ON SHEET tb) F]OSIIHG MN.2. SIUOs ID AREA INTO PLYW000. 2-MOUNTM SECTIONS CAN BE 0� MFA O IRT.COX PLYWOOD Rwa O 16'O.C.NAT(.REa•0. (SEE SCHEDULE 011 SFLEET 18) COMMED N ANY WAY TO f1N1511 N10W101H EF 1Y000 PLATE PLYWOOD TO BE ATTACHED TO 1/2'MN.COX WALL FINISH SWT ANY INSfALLAT1011 (SEE SCHEDULE ON SHEET 16) TALI.2i4'STUDS O 16'O.C!MAX PM'D. STUDS N ACCORDANCE WITH PLYWOOD REWO. PLYW000 TO BE ATFACHED TO STUDS N RD ACCOANCE SECNHE ON 2322 OF TF.B.C. ®NV WAIL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. OSEE 1MAT SHOF EET OF ©HV WALL SILL INSTALLATION ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 1\111111111111/ffAAA 0 20t3 EAff KETAL SUPPLY,INC. \�a...TI(��T�.,,, N BERTHA HYTv .......... cE A.S.S.A. Accordion Shutter System V.&ADE t W OR W 0 H.V.SIM wx s H.V.DUDE American Shutter Systems TIWi TESTING ENGINEERING COMPANY oAxmPtta OArz DRAIIN BY: N.L awn N16 35th 5L.St.366,1VMM OARMM FLO J116 ASsoc[atlon. 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