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HomeMy WebLinkAboutProduct Approval 7/20/2015 Florida Building Code Online BCIS Home ; Log in ':. User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications; FBC Staff i SCIS Site Map I Links i Search Busines-O,n�a*) 0Approval1; EPublic User Product F . r Product Approval Menu>Product or Application Search>Application List>Application Detail .. FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive; West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal,.com Authorized Signature Bill Feeley I rodri guez@easternmeta i.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report frorn 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 i 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 w Validation Checklist-Hardcopy Received Certificate of Independence FL-389 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 httpJtwww.floridaWIding.org/pr/pr app o.aspx?param=wGE1/XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7/2012015 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products I FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (top and bottom) for(storm protection [_Limits of Use Installation instructions 1 Approved for use in HVHZ: No FL389 R8 11 A.S,$.A. INC, DRWG.15-086.adf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes created by I Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other:Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.pdf positive ASO load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf 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 1 unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max, ASO pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. ............._.__.......-................. 389.2 Bertha V Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I I I 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 11 A.S.S.A. INC. DRWG.15-085 pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by,Independent Third Party: Yes Design Pressure: N/A Evaluation'Reparts 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-od p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVI blade, W-0"for+64, 1-72 p.s.f. load for HV blade for Keystone mountings 7`-0"for +75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. ............ ................................. .............. urninum in .......... 389.3 Bertha HV Accordion Shutter- I Extruded a] 'ferlocking blades retained by tracks 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 11 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 b�,Independent Third Party: Yes Design Pressure: N/A Evaluation!Reports Other: Large missile. Max. 16-13"span at 30 p.s.f ASO load FL389 RB AE_A.S.S.A. INC. P.E.R. DRWG.15-084-od 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 Contact tLs:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AAJEEO 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: W M r%M1-vRW*TT" httpJMww.floridabLfilding.org/pr/"pp _Al.aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 2J2 UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE SHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE W X H WIDTH HEIGHT SPAN # REQ SPACING BOLTED t A-C - 37, 0 t rds l '- !t'. �n �t S3 i3 9 <l s S 3 3 19 qJ 3 ,- J-3 ,_,5.3 yt7 . -� .S3 3g 3q Y7 y,_! r (772)335-9198 Port St.Lode E21 461-ZI 16 FOtt P't= � � " LAYOUT SHEET ' 3 Cl CY w . n ' Dunng.installation we muss'have access in and i AC*i0WLED96 AND uNDSMiWD MWASM out of properiy for good irtsWWon. Owner,or someone with-author�iy, must be pms d during kidel bon to WpeCt and pay , balance due. CUSTOMEWS SIGNA7M 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"112" OR >= 10 DEGREES PROJECT NAME: f e k7 11 NOA or FL# ADDRESS 4- d 3 .I'GGr �/ NOA or FL# CITY/STATE ;C.it ` NOA or FL# CLADDING TYPE: d✓t./ C e-wtc-orj��✓�o� NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED(Vuit) 160 "77"'i ROLL DOWNS, WFNDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT t 20 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDING GCpi=+0.18 <=90SF IOSF><=20SF 20SF><=50SF m x � ` n POSITIVE PRESSURE (ZONE 4+5) 41.0 �� ¢ 39.2 , 3 36.70' t = , ,�^. ��:a yv,>€"� !.�� �S✓�"" is - NEGATIVE PRESSURE (INTERIOR"ZONE 4} -50.0 � Q -47.9 �Z+�`Y� -45.2 1�=r�7 [NEGATIVE PRESSURE (END ZONE 5) -61.7 57.5 £ 34,E -52.0 g -3 , PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=TOSF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 �x152 0 49.6f28� x z. ,� .? � iar �y� A'�'-�u'�''$ NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 -59.6 =;3fl" NEGATIVE PRESSURE (END ZONE 5) -76.1 ! -72 0 -66.5 = 99, F T" LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 3 GENERAL NOTES: 1.BERLk1A N.V.ACR'ORDIDN SIUTIFR SYSTFIA SHOWN ON THIS PRODUCT EVALUATION DOCUMENT P.E.D. HAS BEEN VETOED POR OOUPIIANCE N ACCORDANCE MM THE 2014(M EDIIMO OF THE FLORIDA BRAL.ONO CODE NNIS ACPDROION STUTTER SYSTEM WY BE NSIBHLFD AT HIGH VPlOCAT HURRICANE ZONES, OMW WAND LOADS STALL BE OETERUVM AS PER SECTION 100 OF THE ABOVE HEMIONED COTE,EOR A BASC LOUD SPEED RECUUFD BY THE MOSOICRON VMERE SpM WILL. TABLE OF CO f ENTS BE IIISTAMED INTI A ORECTIO"IY FACTOR N".SS.USM ASCE 7-10 FOR INSIALLATOONS UNDER 2014(51h EDITION)FBC AND SHALL NOT E)MV D THE UAXMW(ASA") DESIGN PROR RE RAT*=WNDMIM ON SMS 12 TIM 17.20.M 20 R 2811. W ORDER TO VERUY THE ABOVE COMM uLIWM DE WN MD LOADS OETERWINED PER ASCE 7-10 SIAL BE FVW REDUCED TO AS.D.DESIGN WAND LEADS AREA 1v HV RIMES di eb BY MULDPLYDG NEEM BY 0.6 N ORDER TO COMPARE THESE W/MAY.(ASD)DESON PRESSURE RUM NOICAtED ON'.,FLEETS 12 7HRU 17.20.20.28 3 28R GENERAL N0(TS SHEET f N ORDER TO VORFV 7HMT ANCHORS ON THIS P.M.AS 1FSIEA WERE NOT OVEISURESSEDI A 33 X WOREASE N ANOWANE LOADS TAR WOW LOADS TMS NOT USD N THEIR ANALYSIS.OR" SYS7EM COMPONENTS 1-2D STET 2 HAL ACCENT SIMTER SYSTOkeS ADEOIIAC/FOR BIRD AND LARCE MISSILE IMPACT LOAD FMR BEEN VERMEIL N ACCORDANCE WAIN SWmN teN OF INE ABOVE UE2NrW=CODE AS PER At SMTEN COMPONpiT8 21-M SHEET 3 RFPOR7S TYPICAL SHUTTER ASSEMBLY 36-43 SHEET 4 -t{v BLADE TQ#o2r4Al-03 #O71S01-03 11064Ot-D0.#121441-O5./0317 a2-Q0.#OS09.01-10 AND 1021001-1i As PER us 2oi.TAs 202 AA 7715 203 PROrows. .nom HV - WINDOW BLADE @#o msn-Da As us Zai.202&203 mwoo0LS AND an"s-o6 As PER TAS 2o2 PAOYOCOt. A'a'"A"�iEBF_btEL3: �M Ell ��� NSW �..� -W BLADEQ2)#042201-05 ASS PER TAS 201,LIS 202 AW TAS 203 PROIOOOIS. 7TPWAL SHUTTER ELEVATION 3 NODS ON LOCKS SHEET 5 DE&M 2.W 6LAW BLAD&RE NMEEREDE Gt TO WORK N UNISON WIN EACH OTHER N AREAS WHERE 7HE DEISM PRESSURES TRANSITION FROM END ZONE B TO INTERIOR ZONE 4.EARN WSTALLATIM DETAILS A-E.CONCRDT/BLOCK SHEET 6 WIND ZONE MIS BE CLEARLY IDENNIFI D N ACCORDANCE YARN CNWTER 30.OF ASCE 7-10 SIA DM ALL MOUNTING CONDITIONS ANO FA5EEN#R fl?£S SCHEMES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L..CONCFME/K= SHEET 7 CORIWOIWNO VIEW ZONE.THIS SHALL NCLUDE PDONAREIENTS FOR MEL SEPMAIWN TO GLASS,OTUMITAIION OF MND nHES 4 AND 5 AS WELL AS WZJDRY OF COMPONENTS FOR W BLADE 1 CE NIERMA'IE DETAILS W SHEET 6 A 2 AOCORMN SIUIRERS SYSFEES FOR CoM WNW ZONE SIAL Be PREPARED AND CERWED BY A"BOA REMSTEMD ENODESR OR ARCW=BASED ON DOWNS CONPWRA110H ANO CENTE7MW ALTEMIM OEM W SHAD D ASCE 7-10 STA SM AND SHALL BE SUBMITTED10 THE BUILDING OFIRC AL A7 THE TIME POW ES AM"FOR, W BLADE(iQANO W IRNDON RADE ® ARE UM*MM 10 W=N URBSON WITH EACH WER UNDER THE GENERAL UWAIMS AND CONDITIONS OF USE INDICATED ON MW 20. CENEERMME DETAILS NO SHEET 10 pq�Ory yS� BE TZD CONNECTION DETAILS 1-8.C UREWMECK SHEET 11 3.SBERIM STAINLESS STEEL SCAEY(5 W. T3S0 S�1RENOTH ALIO 100TENSILEsne an PADS$HALL DE COATED W�DN SER1M W O TWD t4x�SYSTEM AS SPAN PACT BY ANCHOR SPAN TABLES SHEET 12 APPROVED COMtVO APPLICATORS,REMSTERED WN AFRICAN SHUTTER SYSTEMS ASSOCIAM N•PM MUSS BEAR THE ETV t1AR M ON THEIR 10a ANCHOR SCHEDULE CONCRETE&BLOCK SHEET 13 ANCHOR SLE-CONCRETE k BLOCK SHEET 14 4.FALL W FJD 8T USOIS SHALL BE ALU&IN M ASSOCIATION ALLOY ANO TEMPER A9 IdWW ON SHEENS 2 AND 3,FAWBNUY VIE1D SIRENa1H FOR So63-TS AUOY ES 31.7 ME AND 38.7 im ANCHOR CFWR SCHEDULE-CONCRETE HCRE7E BLOCK SHEET TIS 15 S.ALL SCRENS TO K STEEL 304 OR 318 AM SERIES OR COR MION RMWAHI COATED CARBON STEEL AS PER ON 50018 WMR!50 1sT MOL MO SMENON AND 00 W7 U8 70ME ANCHOR SCHEDULE-WOOER SHEET CB STROM a SHALL COMPLY W/FLORIDA BURDNO CODE SECTOR 2411.3.3.4. - ANCHOR SCHEDULE-NDETAILS 1M-A. SHEET YP IlSfALA1TON DETAILS M-R,WOOD SHEET 16 e.DOM TO BE ASTM A-W CALWNZED SIEEi.OR AS 304 OR 3%SERIES SWAM SEEK WIN 35 kd IWEWMUN YIELD SORENORF, INSTALL AMON DETAILS S-%,WOOD SHM is 7.SD:THE FOL.LOVAO SHEETS FOR ANCHOR SPECIncoomm NV BLADE 13.14.13.15.17 h=A END CONNECTION DETAILS 7-12&)(.WOOD SHEET 20 KN MADE -20. HW BUUHE �) WORK NO N UH✓50N:13.14 h 16 M I Hy BLADE M ONLY a.THIS BNOHA v ACCORDION SRT1E1t SYSTEM SEARS A US.PATENF#6'778.582.COMPWENIS OF IM APPROVAL ARE OOVEREO.N MOLE OR N PART OV U.S PA7FM'#5TYPI 458.178 MIE0 TO CAL SHUTTER EELVATION h NOTES ON LOCKS SHEET 21 EASIFIUN METAL SUPPLY.INC. INSTALLATION DETAILS AA-CO CONME SHEET 22 B.R SHAL BE 7HE RES'ONSUM OF THE CONTMCIOR To W 41FY THE 9DNON=OF THE SMWPJFtE WHERE MOM 15 TO BE ATTACHED TO UNSURE PROPER ANCNORM,E CONTRACTOR 1O CENIEJtMA E DETAILS HD SH9ET 23 SEAL/CAWT ALL SNUFFER COMMENT E CCES WHICH MUM IIUBH FMORM N CONOENOUS CONTACT MHN INE MMM M PREVENT VEND/RAN WALF40W END CONNEFSJ. DN DETAILS 1-8 RY x DONCREFE/BLOCK SHEET 24 10.EACH LAIR LOST WAR PFRUMM LABEL.N A VISIELE PLAICE VIII TWARMIO NOM DIRDNO PERIODS OF HURRICANE WARNINGS NOW DOPIER.1ENATT.OR WIERS,MUST PROPERLY CLOSE ALL MkXMIM SPIN TABLES SHEET 25 _ W AND ND CENTERM S AEW ENOAE OR LOM ALL m AND HO EDCICS. ANCHOR SCHEDUUE CONCRETE SHEET 28 11.GHW= MVUFACRq S LABEL SLOW.BE LOCATED ON A RFAMY VISIBLE LOCATION AT ACCORDION SMILER N ACCORDANCE WITH SECOON 171OLM3 OF MOM BUvLDRD CODE ONE LABEL. SHALL.BE PLACED FOR EVERY OPEtONO.LAFE1fM TO COMY WITH SECTION 17109.2 OF THE PANm BULDWNi COOL AREA, �, HV WNDOW BLADE ONLY 12.RETINA W.V.ACCORDION SMTTTER SMMM NSIA LAT"SNAIL ODUPL.Y YARN SAEOS"WAW N HWS T"'INO PLUS AMY BL"M AND ZONNG RECIUAWNS PHOV10E0 BY THE JU MIC110N VNEHE PE RWr IS APPLXW TO.- - - - -- -- -- - --- -- �- - - -TYPICAL W UTTER EA ELEVATION DEDUL - _.. -SHEU 27 13.(o)NNIS P.ED"PREPARED BY THIS FNR.YNEER IS CUM=AND DOES NOT PWME UWEOM/ATIDEI FOR A SITE SPECIFIC PRDlEC71 Le.WHERE INE SITE CONOMONS DMUTE FROM THE P.E0. 1YPCA2.SHUTTER E7;EVA7KNi SHEET 26 (D)CONTRACTOR TO BE RESPONSIME FOR THE SET£C0011.PURCIMSE AND NSTALlARO N NCLUOING WE SAFETY OF 7HIS PROW".BASED ON THUS P.M.PROVIDED W-ISHE DOES NOT DEVI" Am s. Hy Wi om gLAnE 1 ONLY FROM 7HE CANwm DETAILED CN THIS DOCLa*W.emoRLICITON SAPEw AT SITE IS INE cWRACIOWS TtFSPONStBWTY. ' INSTALLATION DETAILS,METAL SEW PALLS SHEET 2M (a)7105 P•E0.TILL BE CONSiDFRm iNWyUO S ALEFJFD tR AIRY tEJ1NS.-- -. -- - _ _ -. _ - - --- ._• _-- - .- -, -:- - (4)SITE SPWM PROJECTS STALL BE PREPARED Br A ROM ROMMED 94MM OR ARCIUDCY VMXH UL BECOME THE EDMMR Of.ROOM(EMR.)FOR IHE PROJECT AND WHO WILL. BE SE THE PROPER USE of THE P.ED.E NOIRE DR OF RECORD,ACTINO AS A DFIEGAIED ENONEER TO THE P.ED.TIMMER SHALL SSW TO V48 LAMER THE SITE SPECIFIC DRA FOR IVRX. (.)OMMMAL P.E.O.SHALL BEAR THE WE AHO ONMAL SFX Aa SIGNATURE OF THHE PROFUSOM 1NGa M Of RECORD AMT PREPARED IT RJORiDA DI11i.DiNG CODE t) h Vewlty ttuITI000e Zone R? -• - .. `"V qll tT/JAAAAAA 0 2015 EASTERN METAL SUPPLY.NC. -N TFUS AIN AWINGPERMA 7H ONLY E USEO 4 F10RIDA `�A*V� A..r/!T Ay�i�'� --! effiff- NYS CQ INC. �+ AS Accordion Shutter Systems v.BtAOE E • ■ ■ t w OR T Kv.NNn wx k Kv. ° AmeNeon.Shutter Systems W.W Otsm"M am I DAWN sn M.L- � •1 Ell f'Fwnu I&ENGINEERING COMPANY ,_i J � OW XIL 3WL U.M.x0.vowa wmam n=M 31I Aeaoeiatten. Inc. t OED It-10 OtjiSA1S aA>E 04 13 1 PhD-:(305)871-1370.Fat 1(SO5)e7t-1x71 4268 Westroads Drive 2 DRAWING No �Rl- West Palm Beach, FL 33407 4 15-084 wig /AAV S�V... •••• �\ Alp WAtXVR FLORIDA TILLff Um f 4057 P.E. SA /DALE 4 SHEET W6 110106r snot 4ED L FLOATERO5 HDaLw I,LnusEw/+5458179 COVERED UNDER AL PATENT 5458179Q AIMED FOR USE W HV BLADI; 1 &ZUNT HV BUDE & S60113-T6 ALLOY AND PER DOW BLME*- 6005-T6 ALLOY AND TEMPERO O6081-TB A�A iEYPER W/•SEE LIMITATIONS OF USE OF BLADE®ON SHEEF 28 axes' PER 6063-T6 ALLOY AND TEMPER - - .12 41 .OBS' �. 63' .9W � Cl 24 8' 0 2 2 4.89r J eh (2 HV ADJ. A " 3. QUALIFIED FO USE W HV ®HV WALK—.!?�LE6K 920 BLADE1 &© QUALMM FO�US� HV gO NV NCH TRACK ©HV ADJ. F100R TRACK 8063-TB ALLOY AND TEMPER BLAIE t & 2 b QUALIFIED FO USE W/ W 6063-76 ALLO AND PER 1FlEDO O Wl HV_ RAINGUARD BLADE ll)&® BLADE 1 & 2 ONLY. QIIILIFIED FOR USE W HV 6063-TB ALLO11�T AND TEMPER VARIES 6083-T6 ALLOY AND TEMPER / BLADE T &2. VARIES 1.936' 653-TB ALLOY AND TEMPER .1 .1 - 670 • 093'• •.� • 870 1.866• 670 •Q _ G0. 11 HV CEILING HEADER 1� HY HEADER/SI Q HO CEILING HEADER/SILL 1 QDXUFIED FOR USE W/HV ONLY (�BLADE 1 , FOR USE W HV E 1 ONLY EMPE QUAUFlm HV FOR USE W/ BLADE 10 14 1® SND CEILING HEADER/SILL SEE SECTIONS FOR VALID DY- SLE SECTIONS FOR VAUDRY. QUAUf1ED Pog USE W HV gUNJFlED FOR USE W/HV BLADE(j)&(D 6083-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER IIIADE(% ONLY. 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER KA tIlTle 72 BLADE X Y t -f- 4- - -- - - - -- --- - --2'- 2' .125 1%8- W 1) 3' 3' 0.090If 0.19Y W1 ,�JDE ANALUMINUM ANGLES- -_ OAW W(D - CORNER POSTS ALIFlm FO USE wj HV- RED FO LYSE W/HV QUALIFIED FOR USE W/ HJ MADE I &® - - BLADE I & 2BLADE (SEE SCHEDUL0063-76 ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANE D TEN R ,1L1111ILIIllilerrr4 FLORIDA BUILDING CODE Yet High Velocity Hurricane Zone ```��� Q'�,..••••..,��•J'�i�� O 2015 USIMM METH.SUPPLY,INC. BERTHA HYTM A S S A Accordion Shutter System _ IL ECO11NC. ■ ,rte •% Amettean Shutter Systems V.LADE w u H.V."WOW BLADE 3 NV.RADE F TILLIT TESTING R ENGINEERING COMPANY 6►rc oRArN ea M.L ��.e•'•,_ O ,r aas N1L 3Btl�5L.Me,30%VkWW 0Mi0DaS FLOM 331 A880010t101ts Inc. / a19 n-6t a/16/1s oAIE 4 13 IS Phmt:(303)877-1630.Fox:(300}671-1631 42118 Weetroads Drive 2 \ .,,�10f•ooOaWcom West Palm Beach, FL 33407 6 DRAWING No 15-084 pnrnnwlnl►1a` WALTIM A.m�ur1ek Pc a iLONM SHEEP P.E. SEAL/SIGNATURE/DATE �'°' e'167 6 2 OF 28 JAW ;zK 2.2gr =20M Me 6- FAN= Ttp) 01 84NO)PARM TIM ORM CVLKVM wlw CARM a I=(cum%K (afbgw"W) 2@1 UK-CEff ERMM RAW) QUALIFIED FOR USE W1 W SILADI N HV FLOATING CENTERMASTE @ HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER Q&l FOR USE W/W MADE I &Q0 ONLY QUIR USE W W QUAUFIEI)(fR USE W;�,,I E 8t 6063-76 ALLOY AND TEMPER NER CENTERM= 0 ONLY. BLADE & Q01LIFIED, FOR USE W/W BLADE ONLY 250'0,D. 6063-TS ALLOY AND TE1tPER 1.75WC .922 PLASTIC HEAD MOLED LL F 4.045 DSCREW 1.7sr RIVETING ORE RNVM g I/eig-20 x 3/4 SEP A 111% THUM CREW 1/-4!0--20 RIVNUT* *516' ""MAKU C=41-'13 ALL"UACE FLAI TNM .T frou ELII SII WfSERT.POW M f Q.AS UMAXAMF[D)BY Mn MALE "r LOCK CEMIRMATE CHOW TI PARSIFFEW.MEN JOW 070M OR EII QUALIFIED FOR USE W1 W BLADE Q)ONLY NY FIEMALE "T* LOCK C L�n.A 11V ALTERNAWL LOCKER FOR -1- LOCK CE RMATE @ W�= QUALIFIED FOR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER QUI FOR USE W/W SLADE QUAUFI E QUI USE w 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPEPP ONLY W/KV BLADE ONLY. WE%ONLY. 063' -4321 .063: CrLRM OR .21'r• KEY CnINDCR Rl'. • 10.075,A&I, IND CENERMATE ME/ NO DGKING ROD HD CENNNU iN. .12V Vat. QUALIFIED I'Aff W LOCKING 000 AND TEM BLADE I . &(2) QUALFIED FOR USE W1 KV BLADE Q9&QD VAR IVS I 6003-T6 ALLOY AMD TEMPER 1/4.0-20 S4 OR Vn-10 QUALIFIED, SE AWAL nVUBSCRM 1,1307- To ALLOY D T 7 -- OR OR KEf LOCKING RODS 14*0 UP LOCK QUAILIFIEDFOR USE W/ a(ADE(j)&(2)-- ZO AISI 304 - Y:(,D-TEMPER BSC By REGENT HARDWARE MORTISE LOCKS.SMES 23M_HOOK BOLT LOCK DRILLED AT TRACKS FOR PROP @&(2) Ll QNSTA-LARON WILL REQUIRE A 7 HOLE THUMBSCREWS ES-S.S. TF 1p QUALIFIED FOR USE W1 W MADI BEDMENT QUALIFIEDBLADE(D&0 ED FOR USE W/ HV SLAO FLORIDA BU )NO CODE-(Von High Vewty Lrdcane Zone) 0 2015 EASTERN METAI.SIII IND, BERTHA HV7m : Accordion Shutter System —c--om� ASSA .--c . . . . Z:T:IE H.V. If Wl OR W10 IM WI MADE&MY.MMADE TILUT TESTING& ENGINEERING COMPANYAmerican ;huffer Sysfams MV.kk CESCRIVIMN DATE DRIII 0y, M.L- ."0 am Ha 36ft ss.S*.3M VIRGINIA GI nAVA 33lef Assoclaflan. inia. I OLD ill-11" 04/1 11�3/15 pb,. (305WI-1530.Fa:(305)87*-1531 4268 Westroads Drive 2 .......... �:103ullacoftd. West Palm Beach. FL 33407 3 ORAVRNG No -00M19 WALIER A.9UJT Jr.P.E. 4 15-084 FWADA U.f"167 91 S RE/DATE 3 OF 28 4i 4 3 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV HV 64 AND HV BLADES. WZ a O HV BLADE 1 3 n ® HV BLADE lA nao N 3 NNp• 2� HV BLADE 2 N or I 47 4 ® HV LONG RECESSED NYLON BUSHING ! ® N ® HV SHORT RECESSED NYLON BUSHING 315'0 ® HV NYLON HAT WASHER EXTERIOR HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a /• g 4 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 3 I Me or(Z jj,'5EE 4 or @3 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * U1RE NOTE I 11® or® @3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR POLYCARBONATE IMPACT RESISTANT HV WINDOW ;PIE ® (SEE SHEET 27) I" 4 or® I ' TYPICAL SHUTTER ASSEMBLY SCALE* 3/8" (1)WPIN®SHALL ALWAYS BE USED AT ALL ExrffaoR = 1' EX PIN©OR®AT B ��KLTS OF HV ACCORDION SYSTEM W/HV� OR EXTERIOR (0.324' BLADE'S KNUCKLE. 3 (SEE NOTE* FOR (2)W PIN®MAY BE USED IN LIEU OF 19 AND ONLY AT - TYF• r O ____ __ _ _- _ REQUIREMENTS) DXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVO2 O 13LADE WHEN CORRESPONDING TO INSTALLATIONS-CO-AND UD', SHEET 22. •e� (3)HV-PW®OR-®W/ 1/2'O.D. 1/18•THICK S.S.WASHER • SHALL BE USED FOIaDIRECr MOUNT INSTNIATON PER DETAIL X. WHEEL (3ARRIAGE DETAIL -- -- - - SHEEIS 11 k 2a. ASSEMBLY LAYOUT N.T.S. N.T.S. �\\\1\IHHDIey�u FLORIDA BUILDING CODE Nm Itigh Velocity Hurricane Zone ............ 0 2015 EAITERN METAL SUPPLY,INC. v •�CENS• ;vim:-_ �- A�S�S�A■ BERTHA HVTM ' I L I E C O e N�. Accordion Shutter System _- - N.v BLW t W OR V/0 U.T�9lDOW WX a Itv BLADE 9'•, �rATE`0 "�� TILLrr TESTING R ENGINEERING COMPANY �nertcan ShuHer Systema ern, n,h oruwI IN; ML O. Q Asumlolilon. Inc. 1 ow 1,-m a/Is/,s ahm 04/13/15 �'••'�(Oa1nP •_o`y_� was&M.3au.S.aur.333•VVGM Glnol/at./Lush 33, �yc .'•----+ ��— PAs.":(305)871-1530.F-:(305)071-1531 4268 Westroods Drive 2 DRAWING No '''��.,s/RIVAL�NG:�`� —d& o 9, 1�" West Palm Beach, FL 33407 3 ¢ O //l//lllllgll\U\` W ALTM A.rWr Jr.RE 4 �J�Oc74 P.E. SEAL/SIG AOA Ur-/{416) a 4H O 2. Ay��y q�A�y� �(�y +NOTES ON HV LOCKS AND CEWERMAIM: A D C q FJ•F3"e N N U S T "ly p �� t. •ONE W LOCK Dr 11 SITYLLL BE USLD AT 1j2 of SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BFj.OW �[2 OF SHUf1ER SPAN FOR 5PAN5 UP lq 105,AND RIR INSTN. 'T10N5 ANY ELEVATDOM IN LOCK f�9 Dt(�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATWHED TO d OR CEtifERLNIiS W/(2} 1 4'i-20 x 1/2'LONG FIAT HEAD S*S.MS.LOCATION OF LOO(Stall BE AS GAZED ON TYPifYd SHUFIER ATtoN IF DESIRED.FOR BETTER PERFORMANCE OR FOR SEOUPoIY PURPOSES.UP TO TWO tN TNY USED AS AN INM OR OUTSIDE LOCK.CONHECt10N OF LOCK$TD CeTHEI MIEN OR SNARL BE AS MALL EDS NOTE(1)ADOYE LUCA OF BE SWILL.BE AS lND1CA ON TYPICAL SHUTTER ELEVATION. commmy 3. + � lRaW � LOCKING RODS AR£NOT REQUIRED AT E POSTRON,BW E MAY ° 4 0 OR® tl1® E USED IF DESIRED LD EN)1AN E SHUTTER PFR LDCKWG RODS OR AN ALTERNATIVE'DEVICE MAY ALSO BE USED KATT StAACKING POSDION (NON HURRICANE POSITION). AtiD i�A�LLA ANY ETEVA7i0N. /L,O)��� StiATl e�to ASRAN WiSIDE OR INSi�E LOCKSPAN $1 I �' AT 70P SHALL 8>:IFED�LOCAT(t0}21t 4 LOCK SFDt 7 BE AS iHDICJtTED ON ZYPtCAt SHUTTER E1lVAliON MAXIMUM SHUTTER SPAN SHALL BE DEIERM0IED AS PER SCHEDULES SHOWN ON SHEEP 12 EtMR AIMMAIIE To MANN FOR W 'Ell- um ° b ���559 ONE ALTERNATE tN LOCK MAY BE IN UEU OF HV LUCK Dr FOR ANY SPAN AND ,� S'� isF ;: DIST TK1N5 AT ANY ELEVATION.K TE LOCK MAY BE USED AS AN DE OR OIt15EDE(DCK.ATTACHMENT Ito F V � OF 1/4.0-20x3/4'S.S.THUMBSCREW1 TO f�OR®CENIERMMFS SOL BE MADE W/ 1/4'0-20x.5/4•ALUM. $ WVHUT AS SHOWN ON SWIM WE,SNEEr 8.ONE I=SHALL BE USED AT t/2 W SMRIII2 SPAN OR TWO CffS116 FIs LOCKS AT 1/3 OF SHUTTER SPAN. ' 0 *NOTES ON HV "f LOCKS AND CENTERMARM t. am AiM ONE ALTERNATE tN Y LOCK MAY DE 1 IN UEU OF tN LOCKS OR FOR ANY SPAN AND SEE END J ITi�aTNJATSOjJ AT ANY ELEVATION.AL 1�Y BE USED AS AN IHSIDE Q4 IDE LOCK ATTACHMENT OCONNECTION ErAEIS ON D T E N i K L O q x Y M x Of LOCK�Q DiClt16ES USING REINFORCING AS SHOWN ON SECTION M.SEiEET 8.WHICH MUSE 8E SHEET'11 TVP. CONNECTED TO CENIERMATES®AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREMED VMT Wj 710'0 x 3/32• FULL HflaT{T. OF CORNER MSA,.MM OABOVE AN 4 BELOWiMIDSPAN..USESE OF TNO WCiaN R�O03 AND BO10�MANDAMMSPM TORY. � 12' CENTERMATE �a®oz©* 70a„„+8�°aT0•�' °+ *NOTES ON No fit 10• tl1©�RJ-'�' Q1 1 III) CtNI1E71YAT �t�Dl'ONE ALTERNATE HD LOCK Q MAYBE USED IN UEU OF lclyll f.�i¢tc-1�r1 /j pla tN LOCKS OR FOR ANY SPAti AHD W5TA4AT1ONS AT ANY ELLYARON.AiWINATE ED LOCK 0 MAY BE USED LL IIJJ L'J l,J V e.7 AH_fNSDE_OR�OUfSED LOCK A1TACHMEHr.OF HD V_ 70 _ES W/3/B-x 3/8`F..H.-SSM.S.AND RMDES AS SHOWN ON SECTIONS HOB•- AND SHEET IQ LACK MAY BE RSTAUEA AT MIDSPAH OR 12'IYDaMUM BELOW OR ABO&MIDSPAN.USE OF LWOW RODS IS COMPLETELY OFTWA- TYPICAL C1� HY BLADE SHUTTER ELEVATION/Ve - - • N.T.S. LuntHNA FLORIDA BUIfDINO CODE lip%h Velocity Hurricane Ione 0 tots EASTERN METH.SUPPLY.LNC. L�cru BERTHA HV' r ----- A S A 1 LE 1 E C O e M�_ , � � Accordion Shutter System = , V BI X 1 W OR 1/0 RY.Ntt,OOW BLADE&H.Y.BLADE TItl1T TESTLNO & ENGINEERING COMPANY AmaFfOoq Shaffer Systema DEscmvrcN D►a oOWE ee M.L. Association. ILC. 1 Dee 1T'-114 04/13115 sae 04/13j13 am N.r.3M a•.m aoe.vu�u COMM ND0.YN 331 4268 Westroads Drive 2 pbK :(305)e>'"=6.Fas:(305)671-1331 DRAWING No 'Try ss/.. ���``gN wmaD:wLewoDa.D West Palm Beach, FL 33407 3M-ON 15-084 �•,p,AONAL E t3tA3` MtiTJ i L 11.P. • P.E. SEAL'�aS��7LATURE/DATE S POURED CONCRE1E POURED F OLIO" BIAgC CONCSCHWJLE 1 1'0^20x3/4'SS. RETE REOIIIRED tESCN#DSl Eon RETE ANHMO WJ 1/4-20 CONCRETE ANCHORS SHEET 13) SHEET 13) NUTS a 12'O.C. (SIE SCH DIRE ON SH1 0 . 1• i' MiO. 1 4.0-20x3/4 S.S. W. -- i _ QoR18 USM I/V 20 ins e 12'O.O. a, _ i .2,w• WL Gow"M ,._. , D � .250'Max, !"�• ! i1mt. i OPITONAt 1 -4PnONlU, ' ' tz n.r 19 i i MfN.SEPAROM ro GLASS 1 1 QR MSS-1"--'(SFE SCHEOUM ON SHM 12) T7A[P..mA� M81.SCHED�ULE ON SHEE 12 1 I QLM '-tom ) I ! !i �C BY WALL HEADER INSTAL ATION UA HV WALL HEADER INSTALLATION Q jjy WALL LeTidN ! ' MIN.SEPARATION TO G1ASS (SEE Sawa IE ON SNEtT 12) 1 +1p�GUI4401341 ORSEPARATION TO GIASS AW i i..9t}4.GAE dV 8HT i"�(SEE SCHEDULE ON'SHEET 12) CHeASa � Eb5M I . OP'M1NYJ. ' ! I - - 1/4• !'I 0PTi0NAt. i{ =1 1/4•Mos. E' s � \.CIO Mm. t 13 on 15 OR Re 1/4•H2Ox3,4•S.& _ PHIII.IPS T SS HEAD ODHORETE ANCHORS 1/iRI1SS H�3F�LNl:1GNE SdtEWS MACHINE SCREWS USING ANCHORS 1 t8 1. 11f4•-20 NU(S 9 10 O.C. (� ON w/1/47-20 NUTS of 12`O.C. (SEE SCHEDULE ON 13) Mie. R CONCRETE GLOCit 5NE7T 13) CONCRETE OR L BIOCK ANCHORS _ - _ _(SFE-SCFIFDULE-ON- � QD HV WALL SILL iNSTA�u.�TION -- -- —�Hy WALk slLl INSTALLATION POURED CONCRETE SHEET t4) ../ ORREOUMREOUED IE MM (g) HY WALL SILL INSTALLATION NOM TR COMBINATION OF INSTALLATION DETAILS V. _ 1-SEE SNELT 4 FOR WPI AL SHUTTER 4 E 0.�+EDGE DISTAHM ♦SFE Ai1CN8 OF USE FOR ('� HV BLADE ASSEM8IY• (SEE ST'EC1flCATiONS ON 511EET 1i) 8LADON SHEET 28 2-MWItIiNC SECTi6N5 CAN OE CQMEnNED N AHY wAr ro svrt ANY MSTALUTiON. FL16RiDA BUILDING CODE_ on IL h Velocily Numcone tone A.Tilt,/T`'�,f. - BM O 2015 EASTERN META HVA /Tl ECO ■S■S■A■A Accordion Shutter System :■c� vwx ftW ORt1oH.WMWBLADE&Ky.six A q ¢j �/J� American Shutter Systema OE9tl WFM — OA1C DRAW Or M.L. / 7V .7k$ TILlJT TESTING R ENGINEERLNG COMPANY a:. STATE OF +4 c ex3 N�1 3an sl.SW 303�A •rWto+311 AssociDttian. inc. 1 c10 11-1tu a1/13hs aA1a 04r/13/15 Pnan:(30SWI-1330.Fax:(303)871-1531 4288 Weatroade Drive 2 DRAWING No 54%^" A`,:�<(x`: Nlto.*O gt. West Pe1m Beach, Fl 33407 3 p i�WIs8%o...�1r�������, WALTER A.TUFT Jr.KE 4 15—�Q4 LROBaa tk.!44167 3 SHEET P.E. + 'IRE/DATE e 6 OF 28 EouRm t OR ( • i ! a ' (SEE SCHMU E SHEET 14) TSO a � + satmusm a �a�� REQIRRID EoOE Or a taR OuaE AM cornua 3 APRIGtE E ! ma ',�� F p� a s iA g y. �Np /10x3 4'H� ' ' E'i051R1O a� EACA710l1 TEX SCS o -f 11 aT 15 Q 'a' tr CkcocgtNatEtE Nt�oxs —�8 �F 1 ai 6 y (sEE s+xtEvue wt rr�IrAeEE ! 5i1EET 14) t 8 F APPLICABLE EpsTRw—� OF i i F 1 ttMp POURED w MEAD CONCRETE ANCHORS 1 soWscat�araTa+D. QEE sa mum ON SLEET 28) ^i uPweA1K wa t OR ®• EW"rm CCINYtm motoRS Wim: a� —...�a. (s($aSaiEulnE sIlEEr 1a) 11 1 ENCH ( ��,�T{ON WWD ow PoR up TO+70; -7a PSP OHM WALK-OVER INSTALLATION PREssUREmm a POR sPAHs Pal Q+ HV FLOOR i�STALLATION SOME A SNEEr 12 i HY CEILING INSTALLATION CONCRETE ANCHORS (SEE saED1aE sttEEr,$) m !°a5t'"Gq,ISS--•yam r..awallox MGM f—cta aamaic oN>,au+a ' CLASS ` 0 1 8 t .... IOa3 4'NEKWASHERWASHERSCR salEws o TEOC SCRETt3 a s•O.C. t -- /� suns/.s.oa OR,14.4-20 s9 u.S CONCRE,E ANCHORS 1 - - $ +.V a Y 9•a a 7 -g ar( 2 O a`or_ (SEE StHEOutE ON '� SEET u) 7°"V o�as.E.1L sus IL— EmOE p,�EO ON EM,NOTE !3(b) tP�18tE CONCRETE ANCHORS SEE NOW 13(A) OR CONCRE E BLOCK —7 Z DR CONCREM POURED CONCRETE (SEE:ST517 E ON ON SiW t REQUIRED BLOCK zN�r ta> O 14V WALL WALK-OVER INSLAIAON REQUIRED POURED - - — - -© HV-WALL-FLOREQUIRED OR• - (2)SIV R-AINGUUD INSTALLATION t INSTALLATION DETAILS WI -omw 5,111E rtE _( �_ finis`TUR a6Yffi7AiN1N aF SEaifOtL4- - • E:-V.-EIM 007ANCE- -•- - - --4r.SEE ATgNS of USE FORAD104M TO AN OputommE - - - - LI,Ly. BLADE - - - -- - --. i—SEE w&r 4 rm nTPICK so= (sm SPMFICATIONS ON SHEET,.) OR ENIRANCE e1ADEV ON SEEP 28 Nouimu sEallaNs CAN Be COMBINED CCOMBINEDriSTAaFLORIDA 881LDINO CODE h Vew Hurricane Zane N AHY WAY 7O SUIT ANr ittilHlt! 0 2015 EME'RN METAL SUPPLY.INC. SS A � 1r;'..• IL E C O INC. A„ � � Accordion Shutter System Y.III ME t W ORt U.WWW 8=&ILit 811DE Amartean Shuitar Woms twArR er M.L. TICCIT TESTING&ENGINEERING COMPANY Assada8on. III& 1 OLD 1,-IW aytspa M,6 04/,S 1S �• _ am RAL xa.3L,S,.ext%mea aAAasat 11DROA ss, Moa.:(M).07t—,sao.fox.(3oa)eGt—,a3t 4268 Wastroods Drive 2 [DRAWING NO � 9 Rom WesE P01rn Beach. FL 33407 : 15-0$4 i S•••........''1, '�.q„rtiAL ENit�p�+ WAL1w A nut ar.P.e a SHEET P.E. SFJtt1a�,�)ATUREj0AIE rEataul 1x !s+tm SEE HIM ON Loam Roos o.w Iotas 0-6 OUT iN `rOWING CLASS INSTALLATIONS A/M HV **ANe"-�"TE W�0 eN sxI>T a j� BLADE CENTERMATES UADE SIAM�O�1�© OR U SEE END WALL C_ONNEcnQN 10•®a®'®°"�'®"' DOSIING cuss nErAILS ON SHEETS 11 & 20— 1 I O ® ® ® O 3 1/4- 7- 1/2• rak,/6•w•- s • a a S a s r AN w/(1)1 r, 1/2• OPPOSING SYMMETRYCAL (w/su„otoa CENTERMA S T -T—ES SEPARATION(+)/toAt/z'S. S.E �) i /tOr3/C S.U.S.a t2' Wj HV LOCK o or� ATOEE S�tF AT EACH LA 0C.FULL L NGH" " 5 ® ® * 35* N 3 ON SHEET 12) 51/0 1 � IL 1 a®a©•Oa$Oai 10'� O --- OUT ®a * . 1o•®a®'�®•®as HVA HV8 aha©,tea® 1o•®a DcateLGHVCPOURVID CONCRETE OR I SYMMETRICAL ———— —— *�•©a�� �� —-r———-- - clwss ®' — -——— O°'j`a b CENTER * ®'®"'®' O ®°" µToS °N 5 8a 8 I N ® * 5yj HV�OC- ��) ®.®a®•®a 1�9•�aO9 ON SHEET 12) SEPARA. TO GLASS OPIIONAI. (SEE SCHEDULE (INTUWR) _—_-- _—_-- ------ ON SHEET 12) 0 - ---------- CONCRETE f ANCHORSe VARIES 3 * J sLT * -- - OUT _ _6,/2-MAX SLACK - - - - HVD oUT ( � � HVE -UVF** • It\1I111111ff1 FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone `����(`Q.•.:.••....,t/509 i,� ®2013 l'ASIEAN METAL SUPPLY.INC. s JruEN1F . BERTHA HVA IL E C O rnc. A■S■S.A■ Accordion Shutter System V.BLADE t W OR W/O N.V.WMN WX&H.V.BLADE American Shutter Systems e,. ,=,p,,,, a,E �,Or M.L TILUT TESTING 6 ENGINEERING COMPANY American Inc.Yas,1_lu a/Ls/Ls LAE 04 3VIL se.31.-m MGM GARDIN nam\331 /13/tS ,a .'• Es-a Phq :(355)071-1530.ra:(305)5"-1531 4268 Westroads Drive z Es tww..*o� West Palm Beach. FL 33407 3 DRAWING No C /fNf11111111111\N\\ WALTER A.TWT Jr.P.E 4 `��0�� P.E. SEAL/SIGNATURE/DALE FLORIDA U.144107 c e H E POURED CONCRETE OR POURED CONCRETE POURED OR CONCRETE OR CONCRETE CONCRETE Rb REQUIRED BLOCK'WALL OR CK WALL BLOCK WALL REWIRED BLOCK WALL REQUIRED REaIREo /B'L�ACK wAu.REgnRED INCH D( iC GLASS L,_ExtSRH6 a EXISTING OW+ 2•U . ExTsnNG cuss 0 1s•44.44 — r LST. 2'KIN. r TSERAIRIOM O CLAMS(SEE —r E VM EQ m t 12 FCR BRIEmMD TOO MASS(SLE i� 10 SEim((EIE I 1OF�41t£aT s1fEr t/La5�3'MAX ON SHEET 28 PCR 1 SCHMULET SHEET AE - sDexutE ON SHEET 12 FTM E1ADE mA)D (BOBS-'fs)GONG BAUF+ti13 Qll ON SHEET 28 FOR T/2' 12 FOR 9EEBACE�R� a sFF�LLr FaR uuw{aasfR 6fAl�@x(U � �90E 1 .. H:MFS@&CA AT IE(L DE TYIN ' , BkIO[:44(��Q�} 1A-i� ��) I ♦USE T' R r TWX. I {10x1/2'S.U. �fOx1/2.S.M.S' 1 ------- (AS AP 'xt/8'x0'-2• a 1s'ac. %R111 ALt0YN1JM UP AaTGtE"rO.C. 4 AT NIDH4 1 (2)L/4'11/APGONS ANCHORS$TO 5 �AWALL AT •OF (LOCATE AT R F7THETT oFm)OR (�' SEE DETAIL X FOR TO TRACKSB .®w S40E la TRACKS B •�'w l`y'�t7wQ�'ONNECTIONOw Q�a�w SEE DETAIL X TO TRAM SIDE C"�y `LYO1�W'®1j(�{j Yy� 6.,c7a,-,i^#� 4.9 [tea �•�w�'�©•�� ENETAIL D C ON DE'1AIL Q END CONNECTI(• NN DETAIL© ONNECTION Q POURED CONCRETE OR REYLUtBTfD OIRY ORFATER TTWt t2'-!• �EIGSTM GLASS CONCRETE BLOCK WAIL EXISTING a. REQUIRE! GLASS 1 z mGLAM(SEE, a 16 M.C. t1N.SvVAVION D __.Y � _-__._---_ ----=_ OHEDON SHEET OR BUOE S CONC 1/2'MN. TO GLASS('E ON SHEET 28 FOR ANCHOR O 12 FUR coNCREfE Btletipec[A 12'D.C. 5 � AN OR m�FOR � -- --- --- `-- o C. _ 1 2 ION. E OR,8(�OR�OR �y�� y 2•UtN. 21 1RN' ♦ A.SHEET 244 FOR �• SFbI1.J. OR (�' �� w®wV'UwO�•�w POURED CONCRETE OR AL �w aG•Q7 wtJ•'�•Q'�w ��TT��.. ,may TON CONCRETE CLOCK WALL - 4'1.4�`�`®w• REQUIRE! - - - ' - - - - - - '�'�` °'©`®w - -- - - --- - 6.O•e `©•{J•®w - 1 -HV-.-BLADE OR - -HV-WINDQW BLADE INTO . ®•O•�w0.O.@- o dNCRETE OR CONCRETE. 4,�•�w�•d�©•mw ®.®•®,®-t�.Q�.O G N���,1� BLOCK WAi,L,, END CQNN£CTIQN DETAIL Q (0.0-0•®a@•4��Q END CONNECTEM DETAIL(j) flARIDA BUILDING CODE- on High Vatocity Hurricane Zana ♦'ti�1 �' TAtIA @ 2015 EASTERN KETAL SUPPLY.LNC. \ A.S.S■A. SBERTHA HV + - 1!L EC O�M�. Accordion Shutter System BU American Shatter Systems V. OE i a M.WIDOW I WMN M BLADE TESTING& ENGINEERING COMPANYVAlt -o STATE DF OMNI saa M.So.3M VAGM Q%'dXW,FUXWA 33lef Asso"lon, Inc. 1 OW 11-1u, 04/13/1s male !4/13/15 Ph%w:(305)871-Iwo.Fox<(305)871-1531 4288 Westroads DrivO 2 DRAWING No w-�+ma+�.am West Palm Beach. FIL 33407 s �.,,FS•.........• ��`` WALTER PE , 15-084 , MONAL i>« FU DA Ua/441st 3 SHEET P.E. ?WWiE/DATE s 11 8 SCHEDULE 11 SCHEDULE _ SCHEDULE 1W MAXIMUM SHUTTER SPAN 9+'OR 'L-' MAIEIMUM SHUTTER SPAN* "L+' 0k IMAM SHUTTER SPAN 'L+' TmwALLATHm LEGEND (ft). FOR INSTALLATIONS W/ SYMMETRICAL OR 'L--' (ft.) FOR R -L-' (ft.)'INSTALLATIONS • NOTES: ® d®or Q9 or W INSTALLATIONS W/ CONCRETE d W/ONE H.V. LOCK 0 or 0 or or W/ ONE HV LOCKS �SORY WOOD (1)L+:MAXIMUM ALLOXABIE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/NO LOCKING WALL A B. C. D. E M, N. O, P. 0, �•POSITIVE DESN:N PRESSURE RATING' CENTERMATES®d W/ ONE HV 'T' W/ NO LOCKING RODS® DS MOUNTING F. K d L R. S do V. L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCKLOCKI G RODS®TOP do (SEE NOTE t) ASD. DESIGN PRESSURE RATING BOTTOM SEE NOTE FLOOR/CEIVNG G, H. I, 11 d J T. U. W & X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR MAX Asp QDNGREIE s WOOD NSIALLATIONS(� 1ux Asp CONCRETE Am lux."n �� E MOUNTING wA)1 uouNRNGS(TOP/BOTTOM)OR FLOOR/COLING: o131cR OL4a1 INSTALLATIONS 0 OEM NSTAUA71ONS WALL MOANING FLOOR/=NO ° WAIL 1gUNI1Na � GIVEN A POSITIVE AS.D DESIGN PRESSURE RATING. RawN19NG (,V�) nwooRAIM Mem (—. OR�NG DETERMGIVEN AINE MA)aMUU SPAN'L+'FROM SCHEDULE. NE NEGATIVE A.S.D.DESIGN PRESSURE RATING. L+ L- L+ 10 L-(u L1 L- L+ L-0 DETERMINE IM)OMUM SPAN'L-*FROM SCHEDULE. 30 OR 16'-0' 18'-0' 16•-T 16-0 30 16'-0' 16'-0- 30 16•-0' 16'-0' FINAL MMMUM ALLOWABLE SPM!15 EQUAL TO THE -0' 35 14'-10' 14'-10• 35 i5'-2' 18'-10• 0 MAXMUM SHUTTER SPAN-L+-OR Z-'FOR M1Nr WM DETERMINED SPAN BETWEEN 'L+'AND 40 13'-f0• 13'-lo' 14'-2' W-2' 40 13'-10' 13'-10• 40 14'-2' 1S•-2' INSTALLATIONS INTO WOOD SHALL BE U)ATED TO 45 --f-- - 45 IS-1' 13--1• 45 13'-4' 14•-3• 105 Pal.AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 50 Ir-5• 12'-5• 12•-8• 13•-7' 50 12'-5' 12'-5• s0 12'-3• 13•-1' COMBINATIONS IN BETWEEN WALL MOUNt1NGS 55 11•-10• 11 2• '-10' 12•-1• , -1,' 55 11•-10' 11'-IO• 55 it'-,' 11'-111' W/FLOOR/CEILING MOUNTINGS: 60 11'-4' 11•-4• 11'-7• 1 12•-4• 60 11'-4' 1 11'-4' 60 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 65 10'-10' f0'-1o' 11'-1' 11•-11 65 I0•-10' f0'-10' 65 9'-5' ,0'-I' RATING: DET70 101-W 10'-6• 10'-9• 11'-5' 70 10•-6' 10'-6' 70 W-9' 9-4' Li+-tMNE' 'I' FN CORNER CENTF]iMA7E Q3 MAY BE USED AT ALL Lt+n MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10•-1' lo'-1' 10•-4' 11•-Y 75 10'-1' 10--1' 75 - e'-9• MOUNTING RWXJAMONS.LOCKING SIRMFICATIONS Lat- MAX SPAN FOR ROOR/CBUNG MOUNTING 80 9•-10' 9'-10' 10'-0' 10•-9' 80 9'-10' 9'-10' SHALL BE AS INDICATED ON MANDATORY OONDI110N/2 INSTAZLATIONS. 85 9•-6' 9•-6' W-9' 10'-5' 85 9'-0• W-8- NOTE/5.SNEEr 5. FOR A GIVEN NEGATIVE AS.O.DESIGN PRESSURE 90 W-3• 9-r 9'-5' 10'-1' 90 9'-31 9'-31 RATING: 95 B'-0' 8'-9• 91-2' 9'-10' 95 9'-01 W-9• DETERMINE 100 W-9' 1 8•-4' W-0' 9'-7' IDD 81-9' 8•-4' Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 105 W-7' 71-11' 81-9' 91-4• 105 8'-7' r-11' L2 MAX.SPAN FOR BOOR/CEILING MOUNTING 1110 8•-.4' 7•-7' 8•-7' 9-2• 110 8•-4• 7•-7- SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 8•-2' 7•-3' 8•-4' W-11' 115 8'-2' 7'-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 8•-0• W-11' W-2' 81-9' 120 8'-O' W-11' MINIMUM BETWEEN 1W.9s+'•'Lt=AND 12-' 125 7•-110• 6•-8' W-W 8•-5' 125 7-10• 1 6•-8' WIND ZONE MINIMUM (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7--8- 6--6- 7--10` a•-,• 130 r-0- e•-s• ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7•-7' 6--2' 7--9' r-0' 135 7-7' 62-2• TO GLASS PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7'-5' 5•-11' 7'-7• r-8' 140 7'-5' S'-111 SPACING 145 7,3• W-9• 7•-s' 7•-3' 145 7'-3• W-9• 1 THRU 3 150 7-2• s•-7" r-4' 7'-0" 150 r-2' 5•-7' 1" 155 7'-1- 5•-5- 7•-2• d'-9' 155 r-0• 5•-5- -- - 160-- W-1Y- -5'-2' 70-11---6v-7'- -160 W-11'- _5'_-2- _ -- 165 6'-10• S'-1' 7•-O' 6'-4• 165 6'-10• 51-1' - - - - - - - -- - - -- - - - - - - - - 170 8--9' 4--11• W-11• 6•-2' 170 6'-9' 4'-11' 175 6--7• 4'-9• 6--9' 6--0- 175 1 6'-7' V-9' 180 W-6' 4•-8' 6'-8• 5'-10• 180 1 6•-6' 4'-W 185 - 8'-3'- 4'-8' 6--7-- 5•-8•- -185 - 6•-5 - 4'-6' - H V BLADE- - - - - - - - - 190 6'-4' 4'-0• 8'-8' S'-8' 190 8'-4• 4-!5" - - - - - - -- - 195 8'-3' 4'-3' 8•-5' 5'-5' 195 6•-3• 4•-3' 200 6'-2' 4'-2' 6'-4' 5'-3' 200 W-2' V-2- 205 s-t• 4'-1' 6-3- s'-t• zos 6-t• +-,' FLORIDA BUILDING CODE. Nm.Ik h Velocity,Nufficone Zone m 2015 E6rERN METAL SUPPLx INC. ENS, BERTHA BERTHA HVTM IL E C O�111N:. A■S.S■A■ Accordion Shutter System ShuHer Systems V.1IUIDE f w LxtW/O RV.tlAIDOW MADE d RV.f1UUE TILLIT TESTING d ENGINEERING COMPANY °� DATE DRAWN er ML -o STAT OF mss x30.� N-St.3M VIRGM CAROM RDM 3311 Assoclatlon. Inc. 1 617 11-IN 04/13/13 DAM 04 13 15 PM- (303)871-1530.Fm:(30)871-1331 4288 Westroods Drive : ORI `'� a-,o.0:MteeoO.ol— West Palm Beach, FL 33407 3 DRAWING No �N%Css p- ........ ED- WALTER A.000"1l1RiJr.P.E 4 15-084 �i,� �ONA1. p�� HOROA Lk.f 44167 3 SHEET P.E. S&' iWWRE/DATE 6 SHE; 26 c . r• -� • A ' O r �oecQoac000coaaeoaacaaaoaaaoaaaaaaaaaaaaaaaaaaaaaaaaoaaaaa - -eacccoc000c©Coco©oeocacoaacaaaoaaaoaaaoaaaaaaaaaaaaa6aaaa -eacccoccc®coeocococ000eQ®�eooae©aaooaacoaaeaaacaaa©naaova : . . = occccccccecccocec©ceoecococ©o©caoocceocccoc©aaeoaaooaacaa pp .: . ovccc0000cocoeocoeccoeco�©oco©000�c©9©cececae®cccovocae©v R o�cccccocccccccccccccocccececacQeoccoecaceccQccccece©ecce o -ococcccc000cccc000ccooccccccoccccccccoccoocccccecocoeecoo occccccccococcoccccoocccccocccccccccccccccccccocce0000cco �ooaaoacaaaaaaaaaaaaanaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaa - -accocoaooaaaaacaaanananaanaaaannaaaaaaaaaoaaaaaaaaaaannan :: _ -e000000cc©ooaoocenoaan©anaannannaannannnaananaaaaaaaaanna oo�c000aoeoco9o0o©coo©oa©a©aaa©aaaaaaaaaaaaaanananaaaaaan _ • ©c000000QcocoaQoo9oo9aoo®©cc9aa©aaaaaaannnanaaaaaaaaaaaaa �099999999888B08BBCBB80B09999G©BA009CA®acoaaaaaaaaaanaaaaa :�� ,�� =DAB®8800®®®®B8B®®®®®898®®989®08980®068®0909C�c®®caaaaaaaa - �000000800800B80BBBBAAAB89A00900B9B989B99G099009900B9�A09 Joao©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaoaaaaaaaaaaaaa r=' -eoccon®naaaaaaaaaaannnanaaaaaaaaaaaaaannaaaanaaaannnaaaaa eooc00000ao©aaoaaaaaaaaaananaananaaaaaaaaaananaaannaaaana -�R ,�, oflooc0000Ac0000eoaoaaa©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaanaao R+ . - ©a0000cn00000e000eoecao©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaana =d� ��AB890996B9BA8999C98A9999C9®©aooaaoaancannaaaaaaanaannaan � -0B®808®880BB69B0F��BB0908®9898989BG®990800®®ACnODOaQQQQQQa ;;' �A908AABABBABBA0908A®89809AB8�09A�9�900�900�90899®Bd90909 � , ' .,- lo�occocc000000c©9000QQQaQQaQQQQQQQQQQQQQQaQQQQQQQQQQQQQQQ � - - - � -eooa000000cocoo9ocoaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa . ,.� ; : - _ teooccocooccoocoocc000009caaaaaaaaaaaoaaaaaaaaaaanaaaaaaaa � - _ :, R ;,oocoocaoaa00000c0000cooaccoac0000aaaaaaaannnnaanananaaaaa ;�� " - 000a00000cococc0000cc000n00000cooaaaaaaaaaaaaaaaaaaaoaaao •' . �DAB69A888H89H9999A9AA099A8B99999A9899BAA8aaaaaaaaaaaaaaaa -' =08888008®9880®0B®®®B®BBB®088�BB®888888888®®0B®®�Bnananana '��� � DABABBBBAQBAA999BBBBABBBB0B80BBABBBBBBAAB09A9009090BAA0AA �oc0000coc©©QeQQaaQaaaaaaaaQaQQQQaQaaaaaaaaaaaaaaQQoaQaaaQ =:� - -eooc000ca0000anac©oacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa : . : . -ecoc00000coQsccoo99oo®eaaaaaaoaaaaaaaaaaaaaaaaaaaaaQQQaaa = � oc000000ccccoc0000000c000a®®oa000aaaaaaaaaaaaaaonnaaannaa �_ � =©0000ccoc000coc0000ccoc000ccocoocaaaaaaaaaaaaaaaaaaaaaQaQ ��a996B8999B9B899999909899989889999968990Aaanaaaaaaaaaaaaa � �a9�8B99B899AB999989899®BB99AB806�9Q8BB98A8989999B8B9�99B o coaccaacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa -eoaocoo©cooaaonnaaaaaaaaaaaaaanaaaaaaanaaaaannaaaaaaaaaaa - -e0000000coc9oo9o©cca�naaanaaaoaaaaaaaaaoaaaaaaaaaaaaaaaao w.oc0000cococoa000cco�®�000®aaco©aoaaaaaaaaaaaaaaaaaaaaaaaa - �BOCCCBOBCCGCCOBOQ�CCC09CDODC�C�dQaQQQQQQQQaaQQQQQQQQQQ81 :�999BB8890899896998998969998899©C'DAG99ElA©QQQQQQaQaaaaaQQQ � ��999A99�99980�a�A999B809869996BBBB99B9B9998B8899B9B09�B89 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MwaD GSE a.&OCR fiHFEI"a a'1) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. PMW ME= FWOD t9NCF30 (A) TO E]OSRNG POURED CONCRETE(WL ro.J ksQ QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREMWORM TECHNOLOGY ANCHORS,AS MWAIFACTURED BY LT.W.BURMX(16n.7•e 3 130 SINNANMM smmumm - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHOK AS DISTRIBUTED BY ALL POINTS SCREW,BOLT 3 SPECIALTY COMPANY.(Lin Vc 3 WO (0) ASD.DESIGN NEMTIVE LOAD ASA NEGATIVE LOAD ASO.0690N tKLATIYE LOAD TAPODN- - 1/4.0 BLUE TAP CONCRETE ANCHOJtS W/CAP AS MANUFACTURED BY FLORWL FMIENERS DIRECT,Da.(Wain.ee-2 Ami) 30140160173190 112DII6012M 30 40150 175 90 120 160 20 30140160173 90 120 160 205 TSF WITH m -1/4.0 TAPPER+ANCHORS AS UMUFACfURED BY POWERS FASTENER&01G.AND DISTRIBUTED Of ALL PELTS SCREW.BOLT 6:SPECIALTY 1 12 1D 9 s a e 1 2 1 9 5 0 6 1 1 10 9 6 5 6 6 D{READFORM 7p0}g1DiO0Y COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR VENDOR RIMTERED WSHH THE AMERICAN SHUTTIIt SYSTEMS ASSOCI1TICK ERC: 3'-0' 14 12 10 9 8 0 6 8 14 12110 9 5 e e 6 14 112 10 8 0 a 6 6. All.POINTS SCb-SET (Min.roe 3 OR LM 14 12 10-19 B O 6 0. 14 12110 9 8 0 6 14 12 10' 9 B a 0 5 BLUE TM W CMS 14 12 10 9 0 e e 7 14 12 10 9 a a a 0 14 12 10 0 6 8 6 0 A.1)MINIMUM UM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WIT"ADVANCED THRFADFORH TECHNOLOGY ANCHORS AD TAPPDt+ 14 12 1D D a 7 65 3D 14 12 10 9 a 8 6 0 14 12 10 0 6 8 6 . TAPPER+ IUICORS IS 1 3/47,AND FOR BLUE TM W/CAP ANCHORS IS 1 t/Y 14 /2 10 0 a e e 0 1{ 12 10 9 a 8 B 5 14 12 f0 9 8 0 6 55 ' 14 12 f0 0 8 0 0 4 14 12 10 9 8 5 5 45 14 12 10 9 8 6 4 3D A2)MI NEIIIM EMBEDMENT OF 1/4'0 x 3/4 ALL POINTS SOLID-SEF ANGERS SK%LL BE 7/8•INTO THE POURED CONCRETE NO EMBEDMENT 14 U 10 0 8 5 a 4b 14 12 10 9 8 8 6 SS 14 12 10 9 6 a 6 4.6 INTO STUCCO SHALL BE PEEM LED.1/4-0-20 S.S.MACHINE SCAElY USED SMALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 0M.AND 14 12 10 9 7.5 5D 35 - 14 12 10 9 a 5 a 5 14 12 10 9 8 7 5s 4 • U1 9O taIR 28 1'MINIMUM FOR WALLS WON NO SEII000. 5.-0. 14 12 1019 8 B 0 6 14 12 10 9 a 8 e 55 14 12 10 9 6 8 6 45 QLADIS"ON 14 12 1019 s 7. 4 - 14 12-10 9 8 83 5 3a 14 12 10 8 5d 5 3A 3 AL3)W CASE THAT PRECAST STONE-PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER RE FOUND ON THE D70411NG WALL.OR FLOOR 14 12 1019 8 75 N - 14 12 t0 9 0 8 -8 45 14 12 10 9 9 0 45 75 ANCHORS SHALL BE LONO ENOUGH TO REACH THE UAW STRUCTURE BEHIND SAID BULL FINWES A1ILTORIWNE SHALL BE AS INDICATED ON 74 12 91 75 4d - - 14 12 0 9 a 7d 58 4 14 12 10 9 6 5 45 35 NOTES Al)e:A.2)ABOVE FOR INSBWATIONiS ON VTOL SIDING OR EDS WITH OR WITHOUT METAL STUDS CONSULT THIS ENM EER.FOR 6•-O: 14 12 10 9 0 0 0 - 14 12 10 9 0 8 0 D 14 12 10 9 8 6.5 5 38 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2811. 14 t2 t0 B 7.5 53 3 - 14 12 10 a3 7 6d 4 3 14 12 0 65 5D 4 3 14 12 10 9 8 6 - - 14 12 10 B 8 95 D 75 14 12 10 85 8 5 4 - (B) TO 0051NG CONCRETE BACK:(ASTM C-90) 14 12 8 63 55 3 - - 14 12 10 9 a 55 48 35 14 12 10 8 7 5 3E 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUALDE7L 14 12 10 9 8 8 - - 14 12 10 9 5 7 5 4 14 12 10 9 75 I5 4 3 -1/4`0 x 3/4•ALL POINTS SOUR-SET ANCHORS•AS DISTRIBUTED BY ALL PORUS SCREW,DOLT 8:SPMKTY COMPANY. 14 12 10 8 0.0 4 - - 14 12 9 75 0 45 35 - 14 O5 7 55 4b 35 - - 1/4.0 BLUE DIP co Natm ANGORS W/CAP AS MAMUFAONRED BY FLORIDA FASTENERS DIRECT.DNC. )4 1 /0 85 7 4' - - U 12 f0 9 75 5b 4 - 14 12 0 7 73 4.5 - - - 1/4'0 TAPPER+ANCHORS AS MWNFACTURED BY POWERS FASTENERS,RNC.,AND DISTRIBUTED BY ALL Km SCREW BOLT h SPECIALTY 14 ll 7 58 45 - - 14 12 10 9 7S 55 4' - 14 12 9 7 6 45 3 - COMPANY OR ANY OILER APPROVED UaHSED OR AUhOR®VENDOR REGISTERED WITH THE AMU"SHUTTER SYSTEMS ASSOCMDON•0NG b•-0. 14 12 10 9 a 6.5 - - 14 12 10 0 8 0 4 - 14 12 10 a18.515 33 - Hol� 14:11 12 5D 7 6.5 3 - - 14 12 D 66 5D 4 3 - 2d 95 0 6 4 3 - - B.1)19NWUM EMBEDMENT DOD CONCRETE BLOCK OF TAPCON• BUM TAP W/CAP RICH=AND TAPPER+ANCHORS S 1 t/4'AND TAPCON 14 12 Ob 75 6 - - - 14 12 94 0 65 6 - - f4 12 D 0 88 4 - - WITH ADVANCED DHREADFORM TECHNOLOGY ANCHORS IS 1. 13 93 65 6 S.e - - 14 12 10 8 6.5 5 - 14 12 a (LSI 6 4 9'-0' 14 12 10 9 8 - - - 14 12 10 B 75 1.5 - - 14 12 ab 7 65 4 - - 0.2)NNA1UM EMBEDMENT OF t/4'0 x 3/4'AL.POINTS S0UD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1s 75 a - - - 14.11 7 58 a 35 - - 11 a 08 45 39 - - - EMBEDMENT INTO STUCCO STALL BE PERIOTTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCb 14 12 8 8D 45 - - - 14112 ed 7 58 4 - - 14 O5 7 SS 8 lb - - EXIST AND 1•MNNUM FOR WALLS WITH NO STUCCO. 15 eb 55 4 - - 14 12 9 7 0 45 - - 14 11 7 55 45 30 14 12 10 9 7.5 - - - 14 12 10 8 65 5 - - 14 12 8 8 5 4 - - EP)IN CASE THAT PRECJ6r SEEM PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND OR THE DOSTING WALL OR FLOM 14 f0 7 5 35 - - 13 95 65. 5 4 3 - - 10 75 5 4 3 - ANCHORS SHALL BE LAK)ENOUGH TO REACT THE MAN STRUCTURE BEHND SAID WALL FINISHES.AI IGRAOE SHALL BE AS INDICATED ON 14 21 75 55 - - - - 14 115 9 5 5 4 - - 2-5 98 8 S 4 4 - - NOTES 8.1 h B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR TWTHHOUT PEAL STUDS CONSULT THIS IDMEFR. O5 a 0 - - 14 12 6 6.5 55 4 - - 13.10 AR 6 4 3 - FOR IST WO DFS WIN METAL STUDS SEF SHEET 2811 14 12 10 - - - - - 14 12 9 7 6 4b - - 14 103 7 38 45 JA - 25 95 5 - - 12 9 6 45 4 3 - - 9 7 4d 35 3 - .(C) ANCHORS SHALL BE MULLED FOLLOWING ALL OF THE RECOMMU MMOHS AND SPECIFICATIONS OF VIRE ANCHOR MANUFACTURER 14 10 7 - - - - - 14 10.5 7 58 45 - - - td 8.5 a8 4d 73 - - - (D 9b 7 451- - f1 115 75 6 5 - - 12 9 6 4.5 4 - _ SEE SCHEDULE BELOW FOR EDGE DST ED. VERSUS SPACING RELATIONSHIPFOR AHCORS. 12'-0' 14 12 10 - - - - - 14 12 8 66 53 - - - 13 10 ILS S 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: ' 15 6a 4A - - - - - Il 8 5.3 4 3.5 - - - 0 6 4 3 - _ _ _ MAf(E5M/9HCIO R SPACINGS ARE VAD FOR EDGE DISUNCPS NDRJOED BELOW.FOR E D.LESS THAN THE W M/ATI D.REDUCE ANCHOR SPAM 3b 9d 11319.5 88 5 4 - - - OS 8 e 4 - - - - BY WLipI.YNG SEMM SFIOWH ON SCHEDULE BY THE FIMIOWRKi FACTORS, - 14 165 7 5d 4-S - - 11 86 SB 45 33 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE USS THAN YAWN SPACING INDICATED FOR EMN ANCHOR TYPE 13'-0' 14 12 - - - - - -114111.5 75 B 5 - - - 72 9 6 1.5 4 - - - FACTOR 05 8 - - - - - - 1017.5 5 4 3 - - - 7b 55 4 3 - - - - ACTUAL SPACING 25 tt3 - - - - - - tz 9 6 4.5 4 - - - 9s 7 5 4 - - - - DfEDGE TAPCON T[E�ADFORM TECHNOLOGY WITH ADVMM ALL POINT SOLD SET OWE TAP W/CAP TAPPER+ 6 0 - - - - - - 13^9.5.&5 5 - - - 05 7s 5 4 -- - - - - _ _ �' 14 12 _ _ _ _ _ _ 14 168 7 ISS - - - - 71 bd 88 45 - - ED. MN.SPACING-3' --CIL-SPAGNG---3•- MIN..SPACIIO 3 1/Y MIH.SPACNO._3' 3 3/4'_ 4' 14'-0' 10 7.5 - _ _ - _ _ 9 7 48 35 - - - 7 5 3.5 3 - - - - CWHC'UtE7E BiDCICOURED CONCRETE g TwoaNgE OaHOE aux CONCRETE BLOCKa tONCRElE B16CKXwD8 iOURD NiQ57E80IX is a - - - - - - 11 6 53 45 - - - 9 8d 4.5 - - - - - DOW MK •S LEL EL•31(Y TEL F�.•2 1/Y Met Fa-3 1 M.ER•3• MOL Fb•J 1/.U' F.6.21/Y 12 9 6 - - - - - 98 7 45 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 OX+ 1A 3a a8 - - - - - D e s - - - - - BLADE WORKING 2 1/2- Oat 1.0 a67 to 9 - - - - - - - as es 4 - - - - 0.5 5 3 - _ _ _ _ IN UNISON os 8 e - - 63 a 4 - _ - _ •2' 0.71- _0.61 7 - - - - - - - 1 &3 - - - - - 9 65 4 - _ - _ _ • 1 J/4• _ - _ _ _- _ _ _ 0.43 215 9-510 7-5 5 5 0 4 - - - - 0b - - - - - - - 95 7 s - - - - - e a • - - - - - FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone ; �k A.TILS jl'•� ®Z013 EASTERN META SUPPLY.INC. ••J ' BERTHA HVn L A S S A Accordion Shutter System ECO N BLADE il M OR W/O ICV.VALDON BLADE k H.V.BLADE .* 6�i� • '= American Shutter SystemsH.2 DAT[ DRAWN BY: M.L. TILLT TESTING k ENGINEERING COMPANY ♦� -o=. STATE OF .(�` 6344 KW.389 St.ST.M%VOWHA CAROM NOFWA 33194iWecciaticn4 Inc. DID a/f3/1s aTE: o4/t3/ts PO4m:(303)571-1530.FM:(305)871-1537 4268 Westroods Drive DRAWING No �0,� CORA G�C`�. 4-..D.SEB 00- West Palm Beach, FL 33407� :,S `� WAL7DRA TODUT I P.E 15-084 PE. S�iU!�BI MYU�tE/DATE FTOWOA Ue./44167 SHEET 28 MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPS, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND CORRESPONM MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) U B -4--S'TT F=:;Z AT F=- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=-0.55, SPRUCE PINE FiR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G;=0.43 W/ MIN. G=0.36 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T1y MOUNnNGS ��� M. N, 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P & Q w & x w & x w & x WANE DBM UVO OEM I=Wjk=NMMK DEM LOAD MnARW DEMI LOAD NIMM11E CMW LdD OW k.SJX NIMINE OMM UVO OW k&M N9iQNE OEM LOAD 3014016017190 105.30 40160 75 90 105 30 40 60175190 105,30'40 160 175 90 105 .30140160 75 901105,30 40 60 75 90110530 40 60 75 90 105 -V 12 10 10 9 8 8 6 6 6 6 8 5 12 10 1019 8 S. 6 8 8 8 5 4 12110-110 9 8 8 0 6 6 4.5 4 3 6 5 4 4 4 3 10 10 9 8 8 6 6 6 5 4.5 4 12 10 1019 8 8 6 6 5S 4.5 3.5 3 12110 10 9 8 8 6 6 4.5.3.5 3 2.5 6 5 4 4 4 3 12 10 10 9 8 8 6 6 5 4 .5 3 12 10 10 9 B 8 6 6 4.5 35 3 [25 12 10 10 9 8 7 6 5.5 3.5 3 2 2 8 5 4 4 4 3 6'-0' 12 10 10 9 8 65 6 6 4.5 3.5 3 25 72 10 10 9 8 4.5 6 5.5 5 3 25 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 12 10 10 9 6b 4 6 .5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.5 212 10 10 7 3 - 5 4. 25 2 - - 6 5 4 4 - 8'-0" 12 10 10 7.5 4.5.3- 6 5 3 25 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0' 12 10 10 5 3.51- 8 .S 3 2 2 - 12110 8.5 4 - - 5 .5 2.5 2 - 12 10 4 5 - - 4 3 2 - - - 6 5 3S10'-0' 12 10 7.5 4 - - 5 4- 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - 12 10 3 - - 3,5 25 - - - - 8 5 -12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - 12 10 - - - 3 25 - - - - 6 5 -12'-0' 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.52.5 - - - 12 10 - - - - 3 2 - - - - 6 5 - - - 13'-0' 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 25 2 - - - - 6 4 - - - 14'-0' 12 10 - - - - 4 3 - - - 12 7 - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - 15'-0' 12 - - - - 35 - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - ±6+--1 - - - - 1 W-0' 12 - - - - - 3 - - - - - 12 - - - - - 25 - - - i t - - - 2 - - - - 6 - - - - +NOES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCIVRS 30 WALL.FIDOR OR SOLD VOW SOM SKYL BE AS FOAMS: _1/4.111PCON W 1AM Wn11 ADViW PE 1IIRFADFor521E COM Air ANCH SI AS YN SIIEEF 1 BY V BLADE O R n H V BLADE W/ LT.W.BIIRDFX N/tQ7YW THREADED PFRtlRAl10N AS NO2CA3ED AT EACH SEL`11DN 011 SNEEIS 18 3 18. EXCEPn0W SEE NOTE 2 SEUM. �lA HV WINDOW BLADE WORKING IN ON 2,RHCi100.R 10 HMW CIlNO SHALL DE AS`PEA LIQ N TYPE U.SKET 19 AM SHUL CONSW OF Va SCREIYS AS PFR tID.4.2012 51'0001GDp7S.- _ _- `- 3.SUWWA7E SNAIL CONSBF OF 11E MUDINIM • SEE A770N5 OF US�- -SPRUCE -SOUMM RE tb.2 W/C-OAS 9LOS) DIME ONSFEEf 2e-001lGIAS FR•/C-030(N.D.S.)PNM FR NDRIH W/04.43(MOS)- -- . -SPRUCE PIKE FR W M W/G-OZO(tLD.3.) - --- - _ - -IRL 1/r CM(PLY000(1985 APA) 4.ANCHORS SILL BE NSWIFD FOLLOWN0 ALL OF 11E RFDOMMUMMIS AND SPBMnC 1 M OF THE ANClptt'S LWatAACRMFR. FLORIDA BUILDING CODE on Ifih Velocity Hurricane Zone �YLY�g p�Tf((j�y�i, O 2015 FA51ERN NEML SUPPLY.INC. BERTHA HVTM /TiLrEc. 11.C. A■S.S■A■ Accordion Shutter System v RUDE 1 W1 OR W/O H.V.IM BUDS&IW.RUDE American Shutter Systeme TiLUT TESTR(0 & ENGINEERING COMPANY DA71 I GRAN/er: M.L .pt STATE OF � 5553 Ne•Lan s3.Sk 3056 MOM G�RDEM FLORM u1 AaaocTatton. Inc. t oto 11-1w 04113113 WO o4/ta/1s Phew:(30*W11-t� L:.(305)5A1-1531 4268 Westroods Drive 2 DRAWING No ...... 1rALtFR�71ei P.0 West Palm Beach. FL 33407 : 15-084 P.E,x$10 RE/GATE nORGA Lk./44187 5 SHEET 5 6 0 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((A1 HV* BLADES LAS APPLICABLE) MAX. SHUTTER SPAN L+__OR L— FOR INNTO WOOD WITH HV BLADE()ONLY SHALL BE UMITED , Dsf. A.S.D. DESIQN PRESSURE RATING. SEE §HEU 28 FOR MAX SPANA RESSURE RONG-FOR INSTALLATION WITH BLADE W& 04 WORKING IN— y 1 4•.U WITH DANCED THREADFORM TECHNOU)" 1/4'.TAPCOM OR • 1 1 LOn.PEIE7RATIOH 1 TAPCON WITH AVONCm THWADFORM TECHNOLOGY T of W/ lw PE7�TRATTON : 1 OR .F (SEE SCHMUIE ON SHEET ta) y OF THREADED AREA+D 1 EMS11NG WOOD HEADER. 1 ro CWs 0*(9 5�. (SEE SCHEDULE ON SHEET 16) 1----fa�,9 awl SHW t �� +'� /�aT-zoz7/4•S.S.WLIBE SEWS LSZOiG 1 910613 NUTS O 12'O.C. -1 iV z KN 1 I I ;?. 1 aR 1® 1 WALL nNtSH Ij�OPTIONAL '••� w'`:+:S:xt 3 DOSRNG LIN. .�l �fO.a. FINISH 2'4'4!000 OR®4 EXISTING MIN "+ HEADER PEOUTtfD _ 4`0 TAPCOH OR LTO SFr�A(SEE 1 HEADER REQUIRED 1r iwaoN WITH ADVANCED ro MASS 1 4I7.SEPARATION I ) x4'GONE SILL T1 RU010R11 IECFIAlO6Y FGt2 GA,EEON t �(SEESGI.Ass I tE REOYA. Z'y' W/TM 112'IGnj pE1R/OION I ExsnNG 01�i.oaibiN of waao PRATE aAOES 1 e® •1 ON SHEET 12) (SEE SQNmUE CN SHEET 1a OHV WALL HEADER INSTALLATION &HY WALL HEADER INSTALLATION 0 E7m1IN6 1 WRL SEPARATION UK ( SEPARATION SEPAIIATION RID.PIAIX ON t N ' It 2 (SEE 2NpASs~--1�� SHEET �)OHEET1)HE) � G 1 T +/4'.-203/4'SS. 1 1 4'►-20x3/4'9.4 � MACINIE SCRLIYS W/ 1 r- S I T .Ns r 4i„ WrNy \ -ex Ya^v^^ 1/4'-20 NUI§9 I 1 1 USING O 12'Q20NUTS G FINISH 20 I I I h 'a•oD M1 I t® WOOD PLATErw11 - TAPCON OR _ T 1/7WITH 1 4 t 7APCON OR �.. 1=40 /� TAFCOH�t - •7 �APCON Y1HH ApVANCm H9IE: •({ TAPCON Wllt A.- §=19M DVAEKED W7 AREA INTO PLYWOOD. `j TFNRFADFO�IEC�7M OF i'SEESHUSHEET TER ASSEMBLY. FORY�x SILL PI111E d W/1 1 Y E6.PENEIRAIION (SEE SCIIEOUE ON SHEET 16) EOISTPNC Lift 2x4'STUDS TEE SCHEDULE ALFA N R+ti�• 2-MOUNTING SECTIONS CAN BE ALL OF - --- --- 1/2'MM.COX PLYWOOD REO'D.--" O-ta'O.C.MAIL-ltEO'0. - _ - (SEE SCHEDULE ON SHEET 16) COMBINED iNSGANY WAY TO - - •ETNSH - (SEE f E-ON SHEET OE rooD ta)- LIN.2x4'STUDS a 18'ac.MAIL REO'D. SR7UY0S NmANX�.WNCEE WITH PLACHED'TO /Yw�DW REOa Kms'FlNSit - - - - -- PLYWOOD TO BE ATTACHED TO STUDS 1N ACCORDANCE SECTION 2322 OF THE F.B.C. ®HV WALL SILL INSTALLATION ` YOTF1 SECTION 2322 OF THE F.B. BU10E tAAT101O- OF ©HV WALL SILL INSTALLATION ®W WALL SILL INSTALLATION • _ FLORIDA BUILDING CODE lion.li h Vejocity Hurricane Ione tNtNtEIHUEEugq ®2015 EAWERN METAL SUPPLY.INC. A ��,, Q%a.ru�,T�y,,- BERTHA HVm ,�4 �E • - ASS A . , � . Accordion Shutter System - V.BLADE t N OR V/0 N.V.YMN BLADE k N.Y.BLADE nwT TESTING do ENGINEERING COMPANY AmeHcan Shutter SystemsH, oA11a 01Tt oRA>'I+DV: M.L aAww + St.sN.a ea3=35aa NNL a. J= +moat ><1tD.a u1 Assltciatton. Inc. 1 Ow 1i-fu a/u/1! oAIC 04 13 15 a�- AFE6f ��s Plme :(30)871-1530.1":(305WI-4444 4268 Westroads Drive z ^•a.tw_Voodoan West Palm Beach. FL 33407 s DRAWING No � S!eCORiDP ewTB® TiLlrtOlr P. . 15-084 P.E'�i /DATE R)Ra4 Lb-/44167 a SHEET e18 OF 28 S l.ATIO S 1 V♦ B E "' WOOD STUDS, t/42NV WL Y AOR 'saw MN.o. � / (AS ypyk,'g� r MDL V" TECWJOIfW fw� m,Ds fao a �REM ,\ / ANCHORS 0W*O-CfADfD FLsSN MUSHY/ X4 oasnrn suss '" fLrr°°aonF w s uOs t�ac E)OPM G Ass- �oassr+a awss -1 1 csAn „r Z�^, w WKS +/r+a1 IDR W q g M'+'^"w"� 1/2•ICL CD7c 9a.AUE IIt fm a f+p11D00. Sf+eltY SAfDtiE CM i [UaEtDltD pl� 1 +2 fat HME iYiD aatfi s RUfta adz+ wuL UT ems t �me61 bmL AT Sm fj 04) IDN was�ipn��7 M, 1 - OiC+QC.SimSYA - - - Nlq.�t - d MASS iY m f"oz OR Q S 4 Sm o�ofsrDKcnoN OR�s 4oA�s awn vs 1 OR®a SLL nEUR.x MR OR(A. . To •{D-®'@-Ca3�•t�- A-� sae ooedccnaw (3-O•= e •E- ss TRAf7DI •®•®•(�•©•®• mTRACKs p pa.�i•®• �•(�-(i•C�-©©d4- p.=p•p,�•p•p• ®'®•®•�p1�•©• Qin•®-®•!9"ll•Q- ©"�-�'®"�•� END CONNEMN DETAtI. 0 END CONNECTION OETA1L M END CONNECTION DETAIL $tJ E 0 CONNECTION QUAIL® •awrnm anY MR Sara DRUM nwe IT-W L/Mi vrrcoN oa vwmH +/a•.TAI-00N OR sxv00s+ E7CSI►10 CLASS 'ACH ADJA+K1£D h7Wa0FClfd MIN AMANCFD TNReAOFOR TECHNOLOGY IW eURDU TemiNo D4Y fI11 fLlRDk7[ T— At�r s f uN ANCHORS r +s slsr ♦ SEE U RATIONS OF USE OF rxa•WL TfMADa+ 111061 •ssfs. iia y(�ifE t ON SHEE[28 P auas t soros REoa rao m m o sr as n+o maa o sa•ac ofe a s/r WL m a 4 \ sIm 9 k ep FANO w s@r 25G d ---- aADlspt _ T meAaes@ems 1/2 UN (.� ©mo 1�aRQ s DOR ' 4 -- - - -- - - 4px t&-(g)GR o.o VIEW , rr UML WOOD WALE.mma Rana /MSH -tJ•®-�®- P{� ENNQ CONNECTION DETAIL 0 ENO CONNECTION DETAIL Q FLORIDA BUII DING CODE 06 Nth Velocity Nurficone lane 1,.71(j j" , 0 201s fAmm YETN.SUPPLY.me. R ~y /TmTEcomc, \ rdion S AHVAA.-S■ '"mAn Accordion Shutter System tiV.WK A W OR X N.Y.141HDtt4Y tR1>)E 1k iiY.BtAOE Amerfean Shutter Systema mv.N, DES0261+ WE I DRAWN UP fa� * a TILUT TESTING el ENGINEERING COMPANY Aeaoctatton, Inc. I OLD++-»L a/sa/ss OTO 04/13/15 TASEOF "Room Rom"i 4288 Westroads Drive s Phoo.:(sas>a/rfflso.Fm:( +-+srf DRAWING No it� West Palm Beaab, Ft 33407 sAZORW! � fa 000a+e 15_0$4 ,''oF ........i., � IUM WALTER A.rrf usei 8 SHEEF P.E. &i64UA11'2EjDA7E R 20 OF 20 ----------- ------- ----- ' '�-------=7------- �-ri—'�100'25+,0625" tzroce BLADE t— EXTERIOR 0625'.0625- TO 625 I I EDGE .0625" SECTION X—X w WINDOW BLADE SCALE: 1" = 1" .1875" Y m1°"Pi.& 31'°P°d1NC ! •0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW \ BAYER MAKROLON 3103 POLYCARBONATE o.os2s" RESINS, UV—STABILIZED GRADE OR SABIC EG EO I INNOVATIVE PLASTIC LEXAN 103 RESIN FIAT PORnON (SEE NOTE "F" ON SHEET 28). OF MADE I R1.7500 I'I EXTERIOR 44 II / / 1.3750" POLYCARBONATE SOURCES FOR 44 HW WINDOW . APPLICABLE RESULT 02.8750 V Tmir�1L PROPERTIES STANDARD L/ sonPLO=me /� REFERENCE �L/.va 3103 P1'103 IDfAN'1N WssM ! i P.�SIGaL: I SPECIFIC GRAVITY ASTM D792 0.047 b/In' 0.043 Ib/In ON C L&CHAtllSdL: _ TERSILE YIELD STRENGTH ASTM DSW 9.400 p-L 9.500 p..T. 2 7/C- I I 2 1/4 ' FLEXURAL STRENGTH AT YIELD ASTM 0790 1450°p.sl. 13.400 p.ai. f ' SEPARATION I ICLEAR FLEXURAL MODULUS ASTM D790 30,000 p.nL 345.000 p.t.i. BETWEEN IBETWEEN 03.7500 yp�y OP DE I I T .0625" 03.0000 NOTCHm TZOD ASTM D256 18 FT-bAn 17 Fr-ib/1n INGSI -- 625- Y SMOKE DENSITY ASTM 0284.7 47.2% 84.5%MAIL ►/ \I SECTION Y—Y RATE OF BURNING ASTM D635 C-1 cLAss C-1 CLASS SCALE: 1" = 1" .7500 SELF IGNITION ASTM 01929 1040'F 980•F I !� » ASTM 0155 F.� TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p•si. 8840 p.aL EXTERIOR • 4.XTERIOR-ELEVATION__ TENSILE STRESS BEFORE_WEATHERMc ASTM.838 9481 p.s.i. 8880 P.7.1. SCALE: 1" = 1" -- I I. I 12-MIN. TO BLADE -TYPICAL HV WINDOW _ BLADE- 1(A1 AND _ I I SCALE: 3/8"--l' POLYCARBONATE HV WINDOW DETAIL ' FLORIDA BUILDING CODE on High Velocity Hurricana Zona ����•"(L O 2015 EWERN METAL SUPPLY.INC. .c....... b..c/rc,,, 13ERTHA HVTM IL E C O , A■S■S.A, Accordion Shutter System I.YAmerican Shutter Systems V.BADE#1 01111 LiIATE BRA hUP BUIDE TILLLT TESTING h ENGINEERING COMPANY os STATE OF ?�_� Association, Inc. 1 OW a-194 04/tJ/13 DAM' o4 13/15 4777 N.M.701.sl.71 757.4.Fw 6(3115 /I 11W17]I 9•• 4268 Westroads Drive : t �7�E tu-0.61— 1-tom' West Palm Beach. FL 33407 7 DRAWING No 'o,,ES •... �� EB-aws719 15-084 WALTER A n1LT.r PF. 4 P.E. S�liL�BK/NVA'I�RE/DATE ROMM U.144167 7 SHEEP 28 7ZZ OF • r 3 '�J'17BER'61A�jER MM*QRIGNQ IN r<Pz ljjISOM NRM HV pfADGW �A t.MMX.ASA.Ok9+.N PRESSURt RMirKit 1110,-110 p.MJ. Z WX SHUAER SM 9A• ' 3.ALLOWW MOUM M A.0.0 A N ON SLEEIS 0.h AS IIl1E A4 UCAKnNGS U,%T.U A W ON SHEETS 10 d f9. O1iY OF]BFRI(ATL'$ D111 W/(t�OR(�ME AL1011FD W11N�j YUST INCLUDED Ow a EwdCR AOC= Ot SIDE OF ai'P�tiO (D.@. t4 1 • 0.(/�11V WrDOW BIADE 1Q SWLL ONLY MAIM A MLVMUM OF 5 OPIDMOS Tip.FA ENO ♦ • ♦ (3 E tI0LE5)POR®PER DIADS AT SPAMM BROWN ON SHM 17. (6)TAN.CtFARANCE ERQI( BMWlOP OR BEDGE OF WXwDO>r EEWEQ • '• • OF ANY 3•I HdE MM SKUL BE le. A SI • EJB(SUM COWH0 OUT FROU SIARFM AT OW MhY BE 1N ♦ • • (0)NO WADOW EOAOE®tIVST BE USED RICI MIC TO A SOLD MY SUCE(j IU6OIlL71011T SIRRIETYS WORE ♦ ♦ • BSAOE f AT Etfl�R SEM:ALWA OP YS BE Ot�iH1ID AOYICEM 7O A SOW FN (F)POIYCAABOSEC DDlIiMTE MI rifDAQIQ-SINEL IbTQEED SO Ty4�9j1 TMBS TF CONNECT" g Y • • ONLY UWALLED AND L013aD USIM A W SM40 ME PROVDED A55k DEVas ON SHEET 11 TV. tsa 6 SEE ANCHOR SPACNG'sMUU FOR ravllAnoNs WO WOD FRAME FULL HEKHE 6g BUAMM ON SIM fa M MM Br SPM AND ASA OEM LOAD(SEE } i5LI NOTES i A 2 MJ 106 P b3 7.SFE ANCHOR SPACING SCNEDIAE FOR FVSItUAR0S 20 POURED COFN3tEtE OR COFTCAEfE a=WNL ON SMS.13 A 14 AS LlAUIF)Be SPIN AND ASD DESIGN LAAD(SEE NOS 1 A 2 AW%U jg� � e.MNANAI SU%RATON lO CLASS MEM PER ASTM E-1900. 1YP IOP&�} .�'.� Wr16 TONE itltMOHt SEPARATONxi GLASS D N � v� /Il+le)s I• ELF-MMv„ St3fnlEE sAEs 2 ALDDEtD 4 6.7b• _-._-_- AW-------------- -- W a sltEr?B TOIL aAUEsOjA� _-__-._-._,..._...flOS- CLAS- - ....�...,� . 5 } 1 \ 4 CENTEffill 1C41fEltlIMtES W% a( NOTE 4 AMON - TYPICAL MMY BLADE WINKING. IN UNISON TH HV WINDOW BLADE SHUTTER* N.T.S. FLORIDA pCODE oA Ik h Velocity HurricaneZone) MMMµ1111111111//I/i ®2015 EASTERN UU&SUPPLY,IND. ,,,,..•% �.Tice/r` BERTHA HVTu 1101%CO-,� A■ ■a .A■ Acco�rdim Shutter System Y.8 WE 1 N OR 4 0 KY. WX dl U.SIAME a American Shutter Systems Tt MUM Br. M.L. TILLIT TESTING 3 ENGINEERING COMPANY Association. Ino. 1 an 12-1N AF/13/13 OMU4 13/15 ti SM IM 3W.St.Vx 3M MIR;MA COMMVUXTIVM 33t _ lnw s(305Wf-15w.Fa.:(305WI-1531 4286 Westroads Drive 2 ��� � IP P wsC rmat twwoOaatoam West Palm Batch. FL 33407 3 �iyrP�FS C ...... � WALUR A.to-MILLI»µ1e C s SHEET P.FE /...... {DATE r L / e 1 20 OF 28