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HomeMy WebLinkAboutProduct Approval ��' � •- bio ,-� „`; BCb$Home log Io User Registration Hol Topics Submit Surcharge Stats&Facts ' PuWicatians Fac Staff SCIS Site p Unks ' Search f r- Busmes Professi na! USER: Approval I J.7( ` USEN:Public User eg I;at 7 Prosect kplr at?tenu>Prmdgct pr Aupi<tA ,v icMz;m Us > ication Detail Ft # FL389-R8 Application Type Revision Cede Version 2014 Application Status Approved Comments Aechived Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal,cam Authorized Signature Bili Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category butters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed Florida Professional Engineer .Z Evaluation Report-Hardcopy Received; Florida Engineer or Architect Name who developed Waiter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Ql+ality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independencey;3 Ql_._FJl_1 CORDi Jt._Sfhlet 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 Pr6duCt Approval Method Method 1 Option D DAe Submitted 04/29/2015 Mite Validated 04/29/2015 Date Pending FSC Approval 05/07/2015 Date Approved 06/22/2015 Summa ry of Products FL tC Model,Number or Name Description 3:$9.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking iblades ret fined by tracks Blade 3-(Non-HVHZ)-Drwg IS- (top and bottom)for storm vrotktion 086 Limits of Use installation Instructions Approved for use In HVHZ.No EQa R6 11 A,S.S.A.INC. QRWlL-.. Approved for use outside HVHZ:Yes Verified By:American Test Lab of South F orida Inc. Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7'for 35 psf rt zgcs RSAE positive ASD load and I3i-0"for 35 psf negative ASD load Created by Independent Third F?.arty:Yes the HV3 blade w/o window blade,S'-2"for 110 psf ASD load f6r HV3 blade w/o window blade and 8'-i1"for 62 psf,9'-6" fpr 55 psf HV3 blade w/window blade working In u.pison.Max.span for HV3 blade w/o window blade for i0stallations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 to,other spans and ASD pressures. 389,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only- I O (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 111 A.S.S.A."INC 5-POff Approved for use outside HVHZ:Yes i Verified By: American Test Lab:bf South I lorida Inc. Impact Resists •Yes Created by Independent Third Rarty-Yes Design Press" NI/A Evaluation Reports is _S_op- Other.Large mis el"D".Max.Span is 16' for 30 F(jas–Ra— -5--t p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0'for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for 475,-75 p.s.f.for metals stud mountings and 8'-0'for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking;blades rel ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Unlifts of Use Installation Institutions; Approved for use in HVHZ,.No Approved for use outside HVHZ.-Yes Verified By:American Test La6iof South I lorida Inc. Impact �mpact Resistant-Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load F1389 RS,A .1 A —8. DRY for Blade I and 18'-0'for Blade 2.See schedules on sheet Created by Independent Third party:Yes 12,25 and 28 respectively `Back i4ent contact 26oi stair Stone Road.Tallahassee Ft.323913 Phone:950-487-1824 The State of Florida is an AA/EW employer.copyright 2007-7013 Stale ciff`twidl.:;Privacy Statement::AccessiW144 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.�rewrds req L est,do not send electronic s rail to this entity.Instead,contact the of by phone or by traditional mail.If vol have any Quest;mrs,please contact 650.467.1395.-Pj rsuant 1c,Section 455.275 (a),Fmirida statutes,effective October 1.2012,licensees licensed under chapter 455,RS,must provide the Department with an email ad i ress irthey have one.The einails 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 whicii can he made available to the public.To determine if you are a licensee uAde r chapte r 455,F-S.,please click tmM. Product Approval Accepts: IN Eg E Cralit.CArd We GENERAL NOTES: /.ITfkRDT1A"N.AGCORO,ON 5HUfIFF SYSTEM SHOWN ON THIS IVt000Ci Of/41-TION oOCUa@Nf(P.E:a Wl9 BEEN VERIFIED FOR COMPLIANCE IN ACCORW=NOH THE 2014(DIA EDITION)OF THE R.OtRDA ___...._.._....._,.._...,..._.._.,,_, t7 auNG CODE•THIS Accom0N sHUTTFA SYSTEM SHAT.NOT BE METALED AT HIGH VEL U d049S. 'E C• DESIGN wo LoAAw swi BE DETERMINED AS PER SECTION 16'20 OF THE ABOVE MENTIONED LDOE FOR A BASIC VMD SPEED RECLINED SY THE JURISDICTION WMFRE SHUTTER WILL. TABLE_.OF CONTENTS BE MULLED WITH A DMMIDNALRY FACTOR Ida O,=USING ASCE 7-10 AND Shall Har DMEED THE MADMUM(p5.0.)DESIGN PRESSURE NAMCS IMICAIM ON SHEETS 71 THRs!12, 19&20. N ORDER TO VMFY THE ANA CONDITION,ULVW M MMC44 WIND M-0--DETERMINED PER ASCE 7-10 SHMl BE FIRST Anum ro a BY MULTIPLYING THEM BY D.6 IN ORDER TO COMPARE THESE W/MAX(&SLD)DESIGN PRESSURE MINIS"WAID ON 5TOn 11 DOW 1% t9 4.20. CE163EAL NOTES ShEF7f1 NN ORDER TO VCWY THAT COMPOf"M AND ANCHORS ON THIS P.C.M.AS TLSMU.WERE,NOT MIM SIRM.MM,A sI X WREASE N ALLOWAME•STRESS.FOR WAND LOADS WAS ISL USED 04 THEIR SYSTEM COMPONENTS 1•-20 SHEET 2 .. .....ANALYSIS.HOWEVER.A WIND WRATIOVI FACFOR CD.I.W WA.,USED FDR VWICATION Of EAS'tO&M N WOOD, SYSTEM COHPONEMS 21-37 SHEET 3 hTFR7F(A_h1.K::A(X:DROION:SINT.T&A:SYSTi1CS..ADM. rW'1L..�WND.NN,.UROE..y�F 1MPI�LL,IOPD,H3y..,BtE11.YE(Ufl}n..IN.ACCOEiDAIJCE..HiRI._SE4(lttti,.1.@OR.l.2,Qt•;.T1fE..M�9'��_!! -0 GabC AS('ER...:.... ,,TYPhOALx-SHUFT£X.,l0E�MB4Y-::: ... AR REPORTS.' TYPICAL WINDOW BLADE k WINDOW DUAL -W WDE(D 0021401--0.'S(0710-01-DI,0004,01-1191(1214.01-06.10.717.02-06,(0600.01-10 AND/0210.01-11 AS PER TS--201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM F.-1286 3.?: NV 9Lj CT ANO HV WiNMW SLADE fiAl AND E-1996 STMOARDS(MISSILE LEVEL.D.WIND ZONES t.2&3)&/1220.01-10 A4 PER TAS 201.203 h las PROTOCOLS LARGE MISSILE. (WHERE AM,amo -HV WINDOW BLADE 0(0105.01-08 AS PER ASTM E-1888 AND E-1096(ME59RE LEVEL 0,WIND ZONES 1,2,3)WSNC PROJECTION ONLY AND(072d.U1-06 AS PER TAS 202 PROIOCOG TYPICAL SHUTTER ELEVATION II NOTE.^"+ON LOCKS SHEET 5 INSTALLATION MAILS A-F,comFEw/mow SHEET 6 2. W FLAME(!)AND ILLY WHOM BLADE nA ARE ENGINEERED TO WON IN UNISON WITH EACH OTHER UNDER THE ODOM IMITATIONS AND CONDITIONS Or USE WDKA'TM ON SHEET 19 INSTALLATION DETAILS C-M,CONCROVOLOCK SHEET 7 3.BERTHA U.Y.ACCORDION PNS(Pfd SCREWS).USED At MADO KNUCKLE.AND FOR DIRECT MOUNT COANWnON TO TWICKS SHALL BE(14x2`!'5'AND(14.1'.76'RFSPECINELY.#10-40 MINIMUM SERIESCEMERWTEOFFALS W SHEET 6 STAINLESS MEL SCREWS WITH135.0 WI YIELD S RE1,0H AND 100 W{TDN511F.MjnrNCTH.PMS M41L BE CMTED WITH OCITIM W DACRMIELD COAINO SWEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV ��ET'9 CDATINO APPLICATORS.REGISTERED WITH ALERECAN SHUMDR SYSTEMS ASSOCIATION.PINS MUST BEM THE W MAMM 04 THEIR HEAD, END CONNC•C110N 0M- LS I-6.CONCRETF/DL.00K SHM 10 4,NA ALUMINUM r•XMJSIONS SHALL BE ALIIU19 M ASSOCIATION ALLOY AND TEMPER M INDICATED ON SHEETS 2 AND 3.MINMUN YIELD STKENGT)l FOR 00153=16 ALLOY IS 30.0 k9 AND 33.7 EAT FOR IMMUM SPIN TABLES SHLBT 11 6003-Ts ALLOY, ANCHOR 5N31EDUI.E»cONGREIE Nx Erc4cx Sher to 5.ALL'SCREWS TO ME SIAML£S6 STEEL 304 OR 316 A$1 SERIES OR CORROSWN RESISTANT COATED CAWON SIM.AS PER ON 50016 W/M 5D kal MIN.YIELD STRENGTH AND SO W MIN.TE.WLE SINENMK ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET*73 AND SHAD.COMPIY W/FLOMA BLADNG CODE STCTION 2411.13.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 &BOLTS TO BE ASIA A-307 GALVANIZED 511ML OR 3.9 744 OR 316 SERIES STAINLESS SfEEI WITH 3S W 1WU4UM YIELD STRENGTH, ANCHOR SCHIEOULE-WOOD SHEET' 15 7.SEE THE roLLDMNO SHEETS rOR ANCHIXN SPEOnCATAJN3:HPI DUDS(D: 12.13,14,15 AM 20 MSTAdATI)N CETARS M-R,WOOD SHEET 16 HHV CLAM(ij&0WOh1C5K7 IN UA650N; 12,13&ID INSTALIATION DETAILS S-X,WOOD SHEET 17 QY5 004NECTKRI fI.-PALS 7-12 8 X,WOOD SNEEF IB N.THIS EM MA H.V.ACCORDION STUTTER SYSTEM OMS A U.S.PATENT(61779562.COMPONDAS Or WIS APPRUAA.ME COHERED.IN INDOLE OR N PALM B/U.S.PATENT(3'458.179 ma"TO EASTERN METAL SUPPLY.MC, AREA 3: WAAWM MADE A ONLY 9.it SMALL.hR:HNY RESPOrSGMITY OF THE CoNfRACTOR TO VERIFY THE SOUNTI NESS OF THE STRUCTURE WHERE SHUTTER I,TO NE ATTACHED 10 WARE PROPER ARCM)RAM COWrRP4T0R TO SEA:./GVD.K ALI SMJTQ I COMPONCNT EDGES WHEN REMAIN,THRU FASTEMM0 IN CON0NUO11S CONTACT WITH TIE BUILDING 10 PREVENT WIND/RAN IFIMMOM 'nPICAL SHUTTFIR ELEVATION SHEET 19 10.EACH UNIT MUST HEAR PbRMANEHI LABW.M A VIS491K PLACE YAM VMWMI NODE:WRING FORIODS OF HURKAHE V49 MCS HOME OWNER, TENANT.OR OTHM.MUST PROMO.Y CLOSE ALL IN AND NO Y1/1NDOW BLASE CtsONLY CEWER11"IES AAGR ID ENGC O LOCK ALL W AND N O LOCKS. M&�•^-µi-' 11.SHUTTER MANUFACnRt£I s LABEL SHALL BE LOGVED OM A READILY VE78LE LOCArtoN A7 ACDORIAQN SHumR N ACCORawce WTM SECTION 1710.8.3 OF flmlm BUILONG COOE.WE UDEN%W-L BE INSTALLATION DETAILS, MEAL STUD WALLS SNIFFY 20 PLACED fop MW OPD6NGL L.1BETING TO COMPLY WITH SWOON 1710.6.2 Or DIE FLORIDA MEMO CODE , 12.BERTHA.H.V.ACCORDION SHUTTEA:.7EM1S INSTALLATION'914x.COMPLY WITH SPECS fNDICAMP IN THIS DRAWING PLO.MY BUILDING AND ZONING IZEMILATIONS PROMDED BY THE JURNSAICTION IVNERE PERMIT IS APPLIED T0. 18.(c)IHS RED.PREPARED BY THIS flNGKM IS GENERIC AND DOES NOT PRWOE INFORMATION MR A SITE SPECIFIC PROJECT;i.a WIIII..THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (bb)CONDITIONS Q��oSPPOHmBLE E sE PURCHASE DANT)I WALLATION Ifi�ORLIFE�� THIS PRODUCT.Ba,ED ON TNS PE.D..PROVIDED HE/SHE DOES NOT DMTE FROM THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN TIiE. STATE OF FLORIDA (c)RIS P.E.D.WILL HE CONSIDERED KNAUO W MEED BY ANY MEANS. WfM S;PCC=PMMCIS SHALL BE PREPARED DY A FLORIDA REGMERLD ENGINEER OR ARCHREC7 WHICH WRL RECCAV.W E.NNYREER OF REM(E.O.RI FOR VHF.MVECT AND WHO KALI BE SUE FOR THE PROPER USE OP'THE P.E.D.EIANNCOR Or RMOF0,ACTINO AS A DELEGATED ENGINEER TO THE P.C.S.WINES SHALL SUWIF TO'IH TATTER THE SRM SPECIFIC DRAWINGS FOR fYEV�YE. (e)W(MAL PED.SHALL SEAR THE DAM AND ORIGINAL SEAL AND SOATURE OF THE Pft"liSYOIML ENGNEER OF RECORD THAT PKIARiD R. (I I FkORiOA BU�.DING CODE Non High Velocity RUOr1CanO bane .:..: r/��x''A. 0 tats EASTERN METAL suPPLY,INC. s ��/ySX BERTHA NV,M ............._......_.._.........__..................._........_.........................._..............._..._...._........_......__._.................._...._.............. ...-. - - -- --.._......... 's '�""" _ 11 tf871 '............. 1111 MER 1111_... ..........._111.1. iAGCOC 1Q Ll St0IT1....:d iMe. KV.000E ff w/CR W/d RV.WNWW tv� TILLIT TESTING & ENGINEERING COMPANY American cationShuftr Systems Asa F„0� uTc ONAtM ff: OF ears nx.aw.n.519,a9+,vPaaw:vAZWa,aRma+aa,A As1FOC}C11On� Inc. t OLD 11-192 :(Us/f6 DATA 4/1s 75 C'c+ 'C 4268 Wedroodtl Drive 2 "rte .---1- -- r K,M :(X05)671-15'50.For:(305)87F-1:)1 DRAWING No ^ e ff.un...O..L- Wast Palm Eleach, Fl. 33407 1 /gyp kujo••,•1•••••• t�� ,'`� LD-00067.9 4 1 5'•"085 'TATA NAL 0� TA7` WAH1A A,VA(l J.F.C. SHEET' F',E. SFA.YS9t,MYURE/GATE aI OF VARIES I.4.p,1- wa 0 �!ld [UiEl 7' C — - M11)vak*6 � I,LLP 5 liv wilga: ST 6005-tS ALLOY AND 7EMPER R �3E HV OUAlJFIFM FoRum w/ -IV al"(D CC4) (4f QUALIn• DI I 8a83•-T6 AL)OY AND tCUPfR -SEE LIMITATIONS OF USE OF WAUr (p)ON SHF.C.17 19 ER 't t17' .......... . .... .... 96037-Yo-AWW AND'nWKR . ........ W4 Cl BID, 0"42 b C7), HV ADJ. AD p t'E'Illy mV WALX- ..20 SME J� mylx a-RE QUAUFIED FOR. 60 L w QUALIFIED R B -All �8 TRENCH TRAGIC (�.)HV-AM.-EWOR—TECK cuss-w Auoy AND TEMPER SLADE I QUALIFIED U'0� USE W/ I IV lQuAjnED FOR %)IT W1 [IV 600.46 ALLOY Alt TEMPCR 1)ONLY. t W RAINUMD LIFIM FOR USE BLADE 0063-76 ALLOY AND TEMPER OUA=W( eclis To ALLOY RD ICUPCR d J%W- vAq!Li I.vas, -n TrUPPR -V-- ....I............ 1.977' r d J2' ............. TCO` .............. ... .. ........... 41, Bl q 4) -J-1 A f N.1 070 w Hu 93/ifu CElUflG HEADERQUAUnFD FOR USE W/IIV BLADE�,DOKY HD WALL EADER(AILL OtPIRED FOR USE W/ W BLADE Oul'y' 6063-T6 ALLOI AND fEUPER OUALIFIED FOR USE W/K-V D.. SEE SfCnONS FOR VAIJf)ITP 51 OUAJFIEl, FOR USE W, 6063-TO ALLOY AND TEMPER 6003-T6ALL.DY AND TEMPEP BLADE L"& !NU0"L'. 6063 t6 ALLOY AND TCIAKR ,-x T- T T2 X Y 1: 5-MA7f. 1/0- va- 0.090, .................- 0.192' 0.192' C......._................__._.__ FOR USE CO, 2,5* 7'MAX. 0.3w 0.1w (�10-ED 11�Ulr FOR US URCO fo USE W1 14V ........... --......_- 6065-78 Dy A 01139* 600-7`6 At-LOY AND tCMPr.R 6053-T6 ALLOY A 0 ILWER A -Y ANO TEMPER FIONA BUILDIM CODE(Mon High Velocitt "u-com Zone 0 7.015 FASTON W-TAL MMY.INC, — A HVTIM ............................ .................................. ....................................... ........................ .......................... --.-Accordion Shuttex.-S.Y.Stcm------ AS A KV.aADE#1 W/CR W/O KV.YdNDCPN BI.All - it c Amedean Shutter Systems A2BrMQn---W'0— TIWI TESTING. ENGINEERING COMPANY . Asswiation. Im I DID 11-102 V13/n 6WA"-1?,3001 R-U-3M WMI"C49MM#LOMA X""' 4268 Wemkrouds Drive 2 1".. (X3)371-Wo-rat .-:r No *—Qo t3t-AkxL-44 Wast Pam Beach, FL 3:5407 15-085 ...... WYfS Lkf 4.1Mr. 5 .................. SWEET 2 OF 20 ...ri0 - .-cc CAST WWAC DAWEl BAKED VAWW L F .—Alm ............. o baa) HV CENIERMATIE L crrnoea ........7' eehh14 Hy LocK NY EGRESS LOC m­W/--Hv-qLADz 01.A ONLY. . K -TO ALLOY AND ILMP IV-91 gkc� ONLY 0 0UAUFfE0 RUSE w/tfv 6083-til ALLOY AND IIEWK 'y. �TMXWWM E bRUFIEp R USE W1 MV BIME !)ONLY OD. jr 6003-Y6 AU.OY AND rCMPER PlAsoc s0' "p 4A I A. IW AMR RNRNG a:cm .01 1 —20 x 3 vNA"40 -A UM 9444 AMAWN OW -13 ALLOT)LAW nANEh 4 r4 -. staxt ma,mr If Mo.As~Amm or*wa atm 'I DYT ELCKAUTT33 iYa CHOW TWERN,PAMWW.WN JOW 474M OR rQU%L, MAU "T" LOCK UNI NAM r2 Rl2+Gl4ER SRR"T" We -QEWERmm QUALIFIFJ) FOR W 13 DE1,I)ONLY LOCK r w Man=% ,e I JONLY XMI RMAIE QUALIFIED U5E IN/ FA "ME5 FOR US('..W/HV SLADE( (13-TSUALWI/AlIll R QUALIFIED FOR USE W/ W SLADE(I)ONLY WJW BLADE(1)ONLY. 'f'AA961 ONLY. 600-76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER' f g Rom OR it R 110 CEHMMM t10 49CICIUG WDpp a QUAIIRED FOR USE W/W MADE(I)& IV RLADEQ)&q $063-to ALLOY AND TCWER QUAUFIEO rOR USC. W1 HDCENTERMM'S INSERT 6963-V6 ALLOY AND (EMPCR `fi FOR USE W1 W RIADE(QN&Q, "t*3�w­ta 1 09346 ALLDY NO TrMPPR cam" (Sir W.. KEY 04 C4 HD LM 6063-46 ALLOY AND ITUPOR HV AQU& M ASLW4 By RrCAKF KARDWARC MOO"LOCKS SMV1,2"3 HOOK DOLT LQCK. L\ ki-iINMALLARON WILL REQUIRF-A 7/aeon /10HOLE THUMBSCR MONS OttALIFIF0 FOR USC W/HV SLAOC(D& @ UIZI� AT TRACKS FOR PROPr-ft EUSEI)MCK lu I QUAIUFIr0 FOR USE W1 RV SU�DE Oil FLORIDA BUILM CDIX(Non.1figh VofocA 0 L _y Hurricone Zanfs %Nl ...,fir 0 zois ckmmm METAL survhx mc. %p-J .-A=rdion h!��qrS. stem ff%wS Aw Amerfoon Shutter SyxI ems BY.—" TILUT TESTING k EN"EERM COMPANY Amclaftn, Inc. 6W.W l%xvl.3mv""hdkl4m ROMA 3m .1.:(30)471-14.V.To:(3D*B11-fS31 4268 *"troods Drivo 7...... —.2- WoBt Palm, Booch. FL 33407 CRAwNG Na ( I fn-DDWI AlIrmll Nooll W"LTM A,MITI PX. 15-085 Pl. SE&/SJGNATURF/0ATL 1`10MA kki.0 4416Y 5H_fET __ -_Z_0F 20 SHUTT ASSEMBLY SCHGOTIf HV!L Hy a ....... .... w1k I*ww Nr m bw MADE A6=1• am cow 4VLONG ms J SED NYLON BUSHING HV SH01`11 RECEtS O 11LO G. n0- 0.870"K3/16"THICK NYLON WHEEL ;z 7/8'MIN, 0,188*0 AlSl .302 SERIES SIX, RIVET'S .. .... -6... 1--1--------.- 437w or W 1 3/4"ACCORDION PIN W/ JW�HEA. EXTERIOR ftw. .............. .......... j 3/4* Ji IN 2 3/4'ACCORDION PIN W1 18 HEAD .. ........... ON IE" ........... —2 ,/,v PWICARSONAX IMPACT RESISTANT HV WINDOWCIXAR ....... Kw TYPICAL HV W1bjD0W BLADE Q POLYCAR80 OR t+FOor 0- 1 It"M UIRE (D OR BAYER MAKROIANNXrE A RESINS, IM-7 M � MILIM (,�E OR SASIC io to t tw n w INNOVATIVE PLASTIC I.EXAN 103 RESIN _....©R.. D OR­@­ (SET NOTE -F- ON SHEET' 19). (1) HV PIN SHALL ALWAYS BE USED AT ALL EVERIOR BOTTOM KNUCKLES OF 14V ACCORDION SYSTEM W1 14V PoLywaomr.'sotwxs FOR(9 HV 0 BLADE, EXTERIOR HV PIN @ (2) HV PIN @ MAY BE USED IN LIEU OF 0 AND ONLY Al MUM E -M R BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W1 t I XTC 0 SLATE WHEN C'ORRESPONDING TO INSTALLATION, 1F.,T 1', SHE7, (sEr,Now fOR Won VN2 0,w wM' w" P. nw3m Mv sw"WH AM wu Wo P.J. UOD-4 (3) HV PIN@ OR @ W/ 1/12* O.D. 1/16" THICK S.S. WA%. I MUM Q MP &51W om lze pwa FAA "ILM AM DM to w 363AW Pal SMALL VE USED FOR DIRECT MOUNT INSTALLATION PER DCTAII SHEET am avv alu a",fk I?II-b"In �s74 on" 47.X x Ks 9 100 WE or 61004 XMI)m C f CIA% am SRI,Wrof AMU OWN 444 7 Am 053 Mw as im 0.. ftm..k 14V-f3LADE WLjQ & }V WINDOW BLADE DETAILS 03 1 M,9.4 am"t FLOWRO&A BU4lt)!NG CODE on NI Ls Velocay Hurricoge zo-4 ........ -Z-1-6 71 r7i 7KC7-70i-i7 i,,.Awprdioa.-$bAMe.r Systpn T TES'nK0 & ENGIRMING COMPANY Amodoon Shutter System. sAw#I wl OR w/o iwi�� s TILU WLV.NJ mvckwaaltw masa 9r: !� , OF v;l ..1 OM W-01 4w U-she,M rX-m CAVM nAq%aae Aswye-loffon, Inc. OLD 11-192 s 1,15 . ..... Zft:JZMWI-IWO.Fox i j$M)071-t53j 4268 westroods Drive —0.tw'.0ow— West Palm BeOC�,, Ft. 33407 WAMA A.TUB W.PX 4 PIE, RE/DATE FLORIDA Lk,6 4ST07 A e a '�CE9dy' x �i s r u iAND CENTMMTESi �.. 1. w tOCK nr SktAJI TLE USFD AT t/2 OF'SStivnER SPAN FOR ANY SPAN w OR 12'ABOVE QR 2 SHl1TTER SAAN FOR SPINS UPM 105:AND FOR INST TIOILS ANY 7 -- ELEVATION.HU LOQ( nr MAY USED' AN INSIDE OR OUCODE LOCK,ArTAOHD TO, OR f i F�,�„,(�C�4�. � TYT+YJ�1'SHUTTE A1t9H, � '�AS�li6tll:•&R.Y,x.LGCAfiWF.I�M.L� .... 2. SE UU F DCM AS ASN MOE OR eEM OUTSIDE LMd Ca"CE OR OON T1&J 0SMqM�LOCKS TO . ... ., .:.,. ...... "' LR SHAtt BE AS tlgiACATETl WE(t)ABOVE. L fl MIX low LOCT<ING BOOS ARE NOT AT URR)CMVE POSTT)ON.sUT MAY "US'fD IF iRED TO E SHUTTER NANCF LOCKNO RODS S,J Ot¢AN AEtERWVTME DEVICE lie j� MAY ALSO BE.USED AT STACKINC POSMON (NON HURRCANG POSITION). ""' A• •ONE HV LOCK 1,,51 BF.USED AT CORNER GkNIERLIATES FOR ANY SPUN AND FtsiA3tATK1N5 AT htiY ELEVATK)N.ktV tt or(�"�Stt4ti.T)£U5EY3 A5 AN OUTSRJE.OR MwStDE I,OpC. iaaAra ....� + ATTAd1EO TO if3 CORNER CENT¢iWtTE W 2) t1 II0 x t j2'LONE FUY NfiW SS,N.S,hY0 LOCIUNO ROOg , y� � � -..�' AT TOP,4 BU SwW.1.BE USEit.i N Of'U7CK 51V�LL HE:A9 INDIGTEU ON TYPICAL SHUTTER E(EVADON, t7 "w hog� � � twAXKti1N SHt7TTER SPAN 5wi4U„BE OETERM,M7iED 13 PFIi 5CHEJ3ULES SwLOtW�w}Tt 5N1RT't2 .. ._..... .(j�.. •-.. ..._... _ 8 e •ONE AL ERNATE HV MAY BE Ui LR7,T OF Fly L w SPAN t4 x1 ; 3 INSr TIONS A7 ANY EILVAItON.AL LOCK t1e,Y IIE USED AS AN OUf'uTDE LOCK.ATTACHMTiNT Dr t/,'#-•2Ozs/+'s.5.T)iUt�Citew 10�e OR Q, O0MR1 ATEs awl &E WJ)E w/t/4 0_2W/4'MAN T A � $ RIVNLJf AS SHOWN ON SW WN HIM MiEtT U.ONE LOCK SHALL BE USED AT 1/2 QF SHUTTER SPAN OR TWO MLS L` LOCKS AT 1/3 OF SHUTTER SPAN. _ ONE HY LOCK art 'q•(.Q WjALL HC USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12`ASM OR MON 1/2 OF SHUTTER VAN FOR SPASTS UP �.•'.'"'.'"f _ �.._j TO W.AND FOR INSTALLATIONS Al ANY ELEVATION. W LOCK 0 or�or�MAY RE U5TiO AS AN INSIDE OR Qk1T5tDE LUCK,ATTACHED TO{ r tx' SYMMETRICAL.CENIERMATM W (2) 1/4•-2O x 1/2'LS.ONG FIAT HEAD S. SE.E ENO....._f COW-­- Ubitll< L MS.LOCATION OF LOOK SMALL DE AS WOWATED ON TYPICAL.SHUt1ER ELEYATIDN. USE OF LOCKMG RODS O�W/ DEMS O N 1 OR TOP AND BOTTOM IS COMPL ElftY WNDATORY. SHEf:7S 10 A D f r H i J K t M v R a y X ` _. .:.... is IM FULL. t tt �s t1�} ��r HEIGHT. I OF CORNER7G�.. r. --R-.�S A ENT MATES• 1. / \ j� �r� CENTERMAT%. rte: AI, TE LM db an MMMEM-QAIL tW 'T'LOCK MAY SE i 5w VEU OF HV LOCKS OR FlDR ANY SPAN AAiO 7 H' i r''t 4_l+(7.�00.l$J"si'„`�,'Y, °t l ALIAflON AT ANY ELEVAWX 14. TE LOCK BE USED AS AN)NSW OR 00 LOCM.ATTACHMENT �,` .......� OF LOCK 0 INCLUDES USM AMFORCTHO LOS2SE .AS SHORN ON SECWN"It.SHEET 2.WHCH LNIST BE LwJ CONHEttTrO TO CEMI'CR�A4 n AND(�W/ r/4 A- 1 x 11/2'LONG$S:THREADED BOLT W/71WO x 3/32' wlwGNUT OR wj I/4 m-2Qxf"s_S.M.S. IN A t/4"4x SJ6'RAfNUT. mkY TSE WSTNJ W AT MOSPMJ OR 12" s•f (6 `t?)"� �^ NAKR�usw ABOVE AHD BELOW MIDsrAN,LIS oP TiVO LDCKRtO RQOs AND BotaM Is uAr +Torr. UPICAL a EN I LADE SHUTTER LAY T� 1pN w ��m.. ON£ALTO"AtNATE H0 LUCK(4 MAtt)E USED iN UEw!W HV W(XS 2. OR FOR ANY SPAN Mil}INSTALLATIONS AT ANY Qim"t,ALTERNATE ND LOCK 8 NAY BE.USED TV•T.S. AS AN i1 OC OR cUTS%LOC%.ATTACNMW OF HD LOCK e3'.TO N W/3 j6 Y J/8'F.N. S.S.YS..AND wtUDGS RMNFOTaLMLWNT WI Tr AS SHOWN ON SIMMONS 1-4VHV ATNOD -ITVC,Sw1EET t0.LOCK NAY BE RISTMULD Al Yt)O`a'FAN OR T2"%WWA RVLOW OR AMMA TAM PAN.UN OF LOCM ROOS 0 I.4 COYPLETR.Y QPnmL \ y ort h &IOOfty Urricore ews �;.�y[••.,...,, j,/p�, C?2070 fA+`•[LeIN MEtAI SU)PLY.inc. M. NERT A ► A _. Ac or i n Shutter System ..... rJ."i*� V tlCAC�W W j..�..�..��... _.. ...... = S Al 1 E OF = TRJ IT TEWINO&tftNEERiNO COMPANY Amedoo AssQS o�inc, - Esss xar..V.,Vt,its..=wMM rWOM iUMk 3M • + OLO 11-IS4/Lj 15;111A{r <f13 7S ~; •. +UFfT VT` i Anrmn t 045)VI-M30.Fat?(,ws)e71-nssr 4268 Westroads Drive s Sy�colj •r.�..,.,..•`\y� "- Weal Palm Beach, F( 33407 t OttyAWINC Npa WALTER A Tun.Jr.P#'. }�.�. >� yr•�iie1\Tllil�i j tT R.R%ik../.4187 p .• �$ d POUREDMCOOM).c MCIJORS Co f StHrOkAC ON SHUT 13) ....... 10 PASS UWE or WAS&---1 7' APPUCAMr tWjfM 7 Eyntwo ANCIA fill ...... OR oa SCREWS 0 12'O.C. -CONCREW ANCHORS �sr (o o r.";C,441 ON sial 13) APvliCABtF I/ ". 11 -ECCE or SLAB W –APF(JQfif", AFM AM)CABLE MUM RAN HEAD CONCRETE AMOOM CONCOCTE". c (SEE WiEDVIEON SHEET 14) 010R W REOUM WOMED tSAT HFAD COMORVE ANCfAVS _ACE q(MEDULE�om qfw 14) (P!W 5.0, MY FLOO T MY WALK—OVER INSUM119M DESIGN PRESSURE RATING FUR SPANS PER HY CE 1N INSTALLAIM -R INSTALLABON t SCHEME A SHEET 11 r........ ......- DONCRUE AKHW (sa Scoumu ON 7 N Ot ......— '"''"I 0 511wr I oasnw L efAZ FAX:==if J4" WX or-FM v IT, 11 Ta 6-a•atlr AID 7 V-*1 UP T10(r-o a%may r 1/4 '(DSMW VOW MUM Mb J. tE QV ft ON UM It MIR t"A 3 o' @ FWASHER F�W TEX W.RP.W JtW/4' REX f it • I 4� t6, CONCRETE AN*KM ....... .... 6 [71 5. UR 1//4 W Wait ac. MET 14' • Cpf *4 1/2-1 LOW U114 Epq or 4� JV CONCRETE AKROWI, MEW= '09" MqM o,,w= 7 APPUCAME ....... ...... SM.NOTE t3(u) .-Ir SCT;NOTE 13(h) MUM CONCRM'.-- (M WRMLE ON ON%"" I OR ZONUM'n Mori( SW.CT 14) ON SHM RE"M OR CONMM MOCK YR a) LLAMM CO Q� MY WALL FLOOR INSMUMON BY WALL WALK OVER KUAUAIM AIMt ki�T`oN or &n DMAUAY"%OIL VC 4tTC.0�-CDOC DMAW W"W PERrORMED ,!C I-SM cA;EV 4 rORYPr-ll SMER (M VEWICAMONS ON,wEFT AQA4MW TO AN QPF.Wtf�'86T Of USE Mi A$5EMOLY DR rNIRANCE MET 19 I-MOM"N"svrrKm CAN at COMM INSTALLATION DETAILS W/ I, HV BLADE LN ANY WAY 70 TM AM WMLATIOW FLONA QMNG CODE on Itigh Veloc#y NUrrieone Zone 0"IS FAMEM4 METAL%MY,INC. BERTM H E H v, ............... ............... Accordion Shutter System /------11LIE C-=\ E OF T1UJT TESTING&ENGINEERIM0 CoMpAt4y Amorkan Shutter Systems Asww1011on, In*. OU) 11-M 4268 W4?stroods Orivo2 West Poon Beoch, FL, 33407 3 15-085 ""'LUX A,Tkft' J,Pf, RfACk,t,, 0 4410 5 4 SFF END WALL IS ON SM S 10 A 18 itur IhISTALLATIQNS W,( ( HV ��`Na>1��"rI1CLOCrmIN .Ny1, d I N Bl .SL*K E Nv LOCK W 6H IN IT* s. ...EXt517N0 aus **&rd7E SUtk pCE�t IM1f IS YAN nqr.VL � /f BLADE CENTS ES WnthVA4,5 FAk=TM MM MADC(D �. a�w fi�•k /°"�°P 10 •�° Q END WALL.C00 a a y+ « a - ExISTINC ct�Ys QETARS QN MTM� fa r _ _.._..__.p.!L_...._......._ .— aa .. .c � — . _... 7- ,.....,_.(60E7 T8"h2IJIfP)"?tVN: ,1 i...;.. .... ...C�. .. ,_.._ MY1L W/? 1//4'I T..PCQP! I r/2• 9K�♦ .... ..,".. - .. tiN(7t i0 CiONGFtETF, rr C .. :_•,,.. (Yp+/@tl7toll)t �I0.3 4'S.N.S.m 11.' 1'. T MIN. ARtiTKkt WIPI rtru:.eNarr. W L HY tt4� _4L lu% tIY.!Q _ (sem scttEourE f ON$MET 11) f 5 __........ �� a (n� 19-7.9 Cl) HVB �CQV� �(� CN HY 1 ♦�a+�" (®�•(��•°A� H Y`'A °"��j �_�''`='� `:'�©«`✓'`a.—`-. _.. � ..... ...............—...........-_._�..........�........_.._..... 1�� ...t..6 .•_ 7 •©_!.�.".._.___M_..I.._N,.._......_.S....E._.PR...A.T_.t�O._Npasc (.To— tJ�sj— ; lMk..NY S S±ffE11)N7 EV LE ... ........._..._........ ..... .SA ,2Eg �l..r .E.. Y UfL 0 o * vnt8E5 �1 T6•< + =OUT a 1/2 wlx.s<ictc HVF*-* =OUT HYE HVD RADA BUAM COR Mon High Vetocit Hurricane Zone ```tttglltt.itirrr r�4 0 2015 EASTERN I&M SM'Ly.W l A C ce 4 Accordion .utter System .................._... .. ... ...... ...' lL E..c..o tKt:: - ... ._A.S..S.A.... __.�v:., .�T._W,. _�,�� _,�1 .._ _ -.__ . *; r`l`•*c TIUPT TESTING A ENGINEERING CONFANY Amerlean Shutter Systema rv. OVIR IM rc" 0aava ,. • _ N.>r.]9N..51„9..8L0,4111AtN.CWNEM a.crnoA a3ra Assoclaflan. (nc. 1 W.D 11••192 f 1s t5 tk+�: 4/13 15 n'• STATE t)F ;4= 41bf3 1ve5lroous Or vo x P", :(a+w}an-1550.ws:<sas)87;—laTt - DRAWING No ydr'•:r�OAI04 :��a'o`� -mcu:9t«otlndvvn* 'Nest Poirn 8ecch, FL 334V a 15-085 tTi_OpC6719 WAMRAUxwA l<I 9.I,9 LET P.r. ,/, 1AT /OAT[: 9 8 OF 20 .........._,.._...____.,___ PWREO CONCRETE 100RED CONCREIE \ .......POURED CONCRETE aR r..- � i OR QN��E NETS OR CONCRETE %� OR CONCRETE r.. CDNCRE'TE BLOCK WALL .........._..... BLOCK WALL AMVD,CO � BLOCK WALL REQ VM ,/ BLOCK WALL REQUIREDttEtAlIRE71 •rXISTWO OLASS ._._... .EXISTW6 GLASSRLO FYI-STING CLAP'S tt�• 4........... ...... ..(� ` /f,. f -•2•M1N CLASS �'•� ......3•MIpL. ... .._ ._....._...._..._..1� TO, { . laL St]ARAIIOII / . .,•.... •'' _�.YN f _7 EO Eq 1Kn TO rLu°S(SEE - _ ,--.,.�A�C+I:pSS:C`iT ••'' .� 504VU.0 ON SIF,'Er 1/1 d",il NAX..._._� ON SIIL•T 79 FaR 1KNWUIX O SHM °.X}rEf1AE lri DELT II AW r:e FARM a4o (6063-16)CW MDFS,Ill �t NRR _._ � OlAffi Q1AHo tLOCATE AT rvn ALUM,CLOSER .. ~- iqF ,_........___.._ Q� r2Alr.(LOCA-It 1/2 f , .•,. __.-{ + r :....... ........ l� AT CIMS 4 E YWJ .__ Q1b 1 �aADes T ....:..: ... I Brags� i �� (As APFkYCMLEkz'rI/e o' z' ® 18'O.C. _.-..._-._ ', ._.___.._... __. .• AWMINV!1 CUP AtiOIE '' I a (1)#t id ALLAY)AT I. (D i3rrr .....__i ®... ` ... �.., /' (1)1/4.0 TAPCONS ANCHORS TO SEE DEIwL X F08 /� WALL AT I'A.C.(LOCATE At ,y� :JOE CORNECTION W QR ER16rt Sim.OF(D) /JJJJ V�OR'� Sir DaVL X FOR dOR �" TO TRACKS SEE OGTA0..x Fofi.' A � • •-•' SIDE rONN=X;N •®-6U'Or6 `�' SDE CONNECTION O0-1) -0- TO ''4liw l:/' 7r •�' ro•rrLiCK5 F d ' 6' '"�Yl"'YY•Q - �•1�"®'�"©• °' ro TRACKS®°P� "®'0-�®" / ® 0-0-0-0- �._©'Qj 'Q .�g.©.�� 111 ®.Q, 0-0-0-0). -0- 0•0•0m�0,•-00�3- r 0 3��j�NEC_TlON DETAIL 10 END CONNECTION DETAIL(2 END CONNECTION OETAI END C_QNNEMON DETAIL ♦Rf.WIREO OtYY FUR:PAIS OPrAIM fl(At TY-0• --.--- -POURED CONCRETE OR "^'-'-'� CYISTING CLASS CONCRETE BLOCK wul c�iass+� 0-1- .......... 4 p5`..._.... ro flA:S(SIL m.1®' .c. MSL SUWA" 9CIFAUE ONSI£ET 10 wss(SFE ,I POR HADA MO CONCRETE t♦'AE ON FEkT t ...•,...--_„.....,........_ T-.».......�•.- ....•_ /'�, 'c-�""� ON$•TIT7 19 ANCHOR e-- ....-._........_^...._., I1 rOR RADE AND :,_L_....._._- C,• '-...___ OR I OR I ...._...................._........_.....____...1 iTA11Es QT$Q� t2'O.C. ..- 4 WNC ANCHOR -ar- ! I OR OR 8EE thTI Ms OF U5E FOR =J) ��y�•,� y ...-.._...._...__- �' -+ DUDE LITIM SHEET 1OOR tJ •.�.SLDETAIL j5 O OR C�' 6 C4N(.RETE fXT ! � � ...»............._..-....,...-` � Q�� END INS TAIL ATI/� CONCRr3E OLACK WALL RccwIEO •4�r4» Z�-�?J' 2-0-02:00: Cl) RV BLARE ORv' HV W,��Q01A►_ EILADE INTO �•2�wC�•e�d € w �'� �' CONCRETE -OR CONCRETE BLOCK. WALL, END CONNECTION DETAIL(5� COjdIJCTi ON DETAIL 6 �•��� - C� '� FLORIDA BULDING FIDE Nan Hi h Volaqity Nurrico0e Zane ``�P�,E\'�p, 201-1 EAMN METAL SUPPLY.W. �r \GENSTM ......... . . ........._.. . ...... . __.._ ._.._ .. , S , Accordionchutter System .. .......r. F c a -... ._.... _ . . w .....K� , . ,..W� W�..KY_,,,T ,> ...... ..._._.... Amerkcn Shutter Syda ns Y. UIiCWPT10R w owwN6r:'uf. s - T(WT TESnNG d ENGINEERING COMPANY - - SFA7E OF r M%Nx Mitt.34,50•.v4,NWPl4{GAwxt.aoaze l71 AasocWon. Inc. FRA 11••192 t�3 15 OA1C 4 13 IS 9p� Ar OR- f+u�:(aoslDn-1s30.roY:(:sas)6TI-lsyT 426(3 Was!racds Drive z DRAWING No -„w:mlwvwd.can We i Palm ©earh, FL 3;`,307 y``��i`rsrs/i7NAlE r��` WaETE,t A. Ja P.E. 4 15-085 t7ARIM uo./ SFI 0 b N'E.. �{Cj!7R��tURE/OAff. SCHEDULE #Z MAXIMUM SHUTTER SPAN "L�+'OR "L-" MAXIMUM SHMER SPAN* -L+- IMUM SHUMR SPAN*'L+' I InTtOtt IE�jJ(J (R.). FOR IN5TALI.ATIONS W/$11!(x!` LL "1. (FL) FOR R 'l-"(FL) INSTAL1AT16N5 � � k 0 Or a O! lNSTA1.LATItlNS W/ �'} W CONCRETE k WOOD (1)L+:MAXIMUM MJ.f7WAAtr SPAN FVR A GM:N W/ ONE,hH�,V, LOCK @ or ®or or de W/ONE HV LOCKS MANSORY PO7rK A.S.0.DESIGN PRF,SSUM RATING. HO LOCK (a W/ NO LOCKING RODS 1 or ONE HVL or ar� OR W NO LOCKING L-•MAX,M.LOWNXE SPAN FOR A(AWN NEG01% CENTERMATE•5 , h W ONE HV 'T- W/NO . TL RO S Q / WALL A. 0, C. 0, E, M. N. % P. 0, ASA.DESIGN PRESSURE RATING, L C W I DS MOUNRNG F. K & L R. S, &V. BOTTOM /SEE NOTES t,tJ) (�IFOR G ' FLOOR/CEILING - - .? C. H. 1. 11,J T, U, W Ac X WAIL MDVWMS(T09/RMOM)OR FLOOR/CEILM: CDNCRM&*000 INSTALLATMNS CONCRETE O 5%C5 WNCR7E MOUNRNG & M y , 1 klv. �x n AywnMWl NW.�Tt" ---•- DM APO'MINE MIM A.;C.D.OSSIGN PRESSURE RULE, r1.OPR( PN!" rb.'OAIwG vLW.MOUNIM RRt MDUA�,Nt ." ..:W"1q.... .... .1.1.1.1 x ... .1.1.1.1"wwa_... tt4oR/cltufu Molxmrlc t e4NC�NEGATIVE A.U SPAN ROESSURE RRAATUJG FlaOir/rt_f4R4,NOIWTWG rp•./3 ,_._,.. ... . 3.1.1.1.__ .. J+as-) -nnnR�wxt MOUna/c DC M SPtFr'E FRON"_.Csffd7lE .. .._ ,.1 .13.1.. if L-N t.N p L-W L F t-(N L F L•• d MNOMUM$fiUTIFR SPAN 1+ OR'LFOR JU OR LM td'-0' 16'-O' 1d•-0• 7i,:I'D-- GIVEN 30 1S' 0' ,d'•-O' 30 %e'-o- 1d'-0' INSTALLATIONS 0R0 WOOD SK'%LL RE UMOED TO FINAL MAYMWM ALLOWABLE SPAN IS EOUAL TO THE ...,__._..._._.......,...,...._...__.......•._.__.._.__.._ .._..._,......... ._._.__..,.............. ....___...._ ...-. 105 Mt.A$.D.DES-ON PRESSURE.RATING. 5(INI4iSIM.UErUMNED SPAN BETWEEN"L.+'AND Y.-•. .___.•�.�............. 1{'-10' 14'-•10' 18'-Y •1�0 35 ,4'-10' ,d'-1D" 38 /��-2• IB'-10' 40 t3'�SQ' IS-f0' 14'-2" IS'-2' 40 ..-1,1'-Ifl• t3'-IO' 40 14'-2• 12'-7." - (3)PROCEDURE YO DErERMIdE WJ(IMIRaI SPAN FOR .1.1.13... 3.1.13_.. _............._....-..•. _,..-...,..... ....___.._....._..,_._._._............�...._. (VIBMSONS IN 130WE131 WALL MOUNTINGS 49 Ij'-1" 13'••I• 15-4` 1{'_3• 4S 13':..1 T3:1,•.•,.... 4S 13' 4' 14'-3" 1• IfV f:ORNER CENIERMATE 03 MAY VC UyF.O AT ALJ. W/FLOOR/mLINO MOUNTINGS: .1.1.1.1_.. ...-.1 ___......._... 3.133. __ .....................__.._......_..,-. 50 12'-5' 12'-S• t2'-B" IS'-7" SU _ ._.�%.,,-5'.• i2'•-8' S0 17-3• 13'-1` MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS ..,..,_..._....._ ____.._...____..._..3.1.13. �..._...._ -_........._..... ,............._... 59 11'-10" 11'-10- 12'-1" 12'-11 55 11'-,V ii'-tu' vd 1f-I' 1f'-11' SHALL 8E AS INDICATED ON MARDtATM CONDITION 2 FIR A CWN Pf)MTK A.S.D.DESIGN PRFSSURE ._._....._..._.._........._........,... _ .._ ....�... _ _".. NOTE iS,SKEET 5. s6 11•._{• 11_4• ,r_7" ,z-{` so 1r._t n-a• GG ,n z 1a.';r RAnN(x $ DETERNK- 5 ..„10'-10” 10'•-•10` 11'-t" it'-11° -OS 10'•-10' f0'•iOOOOM,•, 85 9•-5" IO-I• U+• MAX.SPAN FOR WELL MOUNTING INWALLJUIHN9. ,_3.1.1.1"........ .........__.... ...................... ..._._._.•......................... .1.1.1.1_ .............. ... d_-A"_............fi..... L24-MAX.'SPAN FOR F1ODR/GELLING MOVNIINC .1333. 75 IQ'�-1" 10'-t' 10'-3" It-•moi' 75 101-1170•-1, iy - D'-8` 1"''fJ(CIPT 1NAY AWtMiUM S4IURER SPAN 1d'[N2 RMALLAPON5. ........................._..•.._..-....,... .-.1.1.1.1...-`__.__._._..__ ._.•_._........_.... -.133.1 80.•,_•.-•- 8'-tU' 9'•-10' 10•-0' 10'�e' 80 9'-,0• '1'-10` 'l-• AND MA,OMLA1 AS.D,D£'s7NG Ifa!'''rMtL RATING FOR FOR A GNFTI NEUATN£A5.U.DESIGN PRE=RF 85 d'-8' 9•-b' 9'-I' ,0'-5' 89 9'-d' 9'-�G' (NSTAL1AiR7Ci IN70 OIXTM IF.4R CONCRETE fR.003C NAT1Nfk ..._.._... -.,...._............_._,...........1.1.1.1,...-3.13.1._._W.-I" .._.__................................_. __.,,..3.1.1.1. 9U 9'••J' 9'-3" A'-O' ,0'•-1• - JO 9'..3" ® a" Sf-CONNECTTIONS Y KEYSTONE �MMAX RE liw"AS DEF _..._..,........, "._.__._ .1333._ _._. ...,......_.._.....�..........._...... _ nNG _ s S3 D'-0' d'-0' A•-•2' 0'••7O" 95 .1.1.1.1.. . 9'"p" N"S• .............,,.. ...--.1.1.1.1.•. .......... ......_._..._ ..•.............._ _333.1 .1.1.13 D 5 0 SPAN, EF" _ FOR R /L LING MOUNTING LINKED 1'0 +d4,-72 P•g•1. 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Z00 0'-2- .4�-2:-, Fc'-d' S'-3' 700 0_�-2" 4•-2' 1.05..._._..f)�-1• l'-i•- 0'-3• s.-1• F..-205 8'-1�.�._ 4•—.t' FLORA BURyiNj CODE(AOf7 Hi2h ValoCity Hurricane ZOU6 20,5 E0.4TERN METAL SLWPU'.WC: `,,fa . .... ._... .1.1.1.1_. �.�.. ..G-��.�_�,Kc....._.. .... _ .1.1Accord-ion Shutter teSystem.... .. /n.K.1AA w V_wlimeux__... ..._............. Atnarfcon 311uHer $ystetTlB uscrAriwx M,T nR.wn :1SAY.LG. TiLUT TESTING & ENGINEERING COMPANY Assoc;Won. Inc. I OLD 11-•192 •1318 On7T.: 4 13 15 _ '* Rt14 Rb•SEll,.Sl.,51w.ws,MAWM Gt,tADiS,finitLM JJI ai- e/ -:(fo53n1•-1 an,rax;(noaynn-fayl 4268 Weatraads Drive a DRAWING NO F— ; �-mmeta�u•,a.wn Wgs( Palm Beach, F(. 33407 L O� ..FCORIOP.•'``.�� WAVER a UJT'J..P.e . 15•-085 FLOF"01 1 441CY 7 SHE:Er P?��-��Jew)rRIGE./lbtTE 6 17771 J-1—or aq SPECtFICATT O ANCHO REQUIREMENT :PO C ETE OR CONCRETE BLOCX Sl TES OORMNOWING IHtE IIpUN11HTry 0.+Y FOR CORCME(IME HON 907GtS 0 All) 1.ANCHORS TO SUBSTRATE OWL BE AS FOLIANS` 0O11osR (N TO CMRN0 POURED CANOAEtE:(MN.4e.,T'k.* SILL MOUNTING G CEIUNC MOUNTING (�}FLOOR MOUNTING - 1/4Y UPOON OR TAPCOH NTItI XNANCEO TFIRFA>VIW TECHNOI c*ANt MC04 As u"ONAMURED BY Lr.W.auumt.(Ail1.re>3 Ad) g}rp1 (g)WALL �•�' -t/{Y x 3/4•ALL POWS SDLM-SEI A1040%AS INSTFiOM BY ALL POINTS SCION,BOLT R SPEOW.;tY COtfFANT.(YM.!4.3 ko (R) ..._.._ ._.. .WAk*__._ FNZW - 1/4Y tI1.UE TAP rAltCRETE ANGIORS W/OAP AS YMIVFAC7UAED BY F1.OIatAa FASTENERS Dam.t.(MI&t0 a keU 30 b lia TS m 120 f00 JD 40 00 75 .� t� aD 3D 48 e0 76 90 110 too 206 YAPCUN t2f 1/4Y TAPPER}ANCHORS AS NENUFACRAtfD Bt'POMERS FASTENERS.INC..AND O}$3RBtIfED Bi ALL POtNtS" lll.80LT Q SPECIAL . TAKON RTITI ADVANCER CDMPMK OR ANY OTFiF3T APPROVED LICCPTFSED OR AUDi0R12ED VENDOR RE019TERED t4RN TIC AMCRICJW SHUTTER SYSTEMS A"-�SOtlt010N,w- B d'-•0• f'ti, t0 Q tl 0 0 0' 14 /7 W 9 b 0 B -a 1� 1 10 4 8 $ 07i7. ALL POlNrS 5OL10-SET 14 Y 10 0 0 a 4 6 14 1Z 10 -0 9 a li 0 14 /2 10 9"j7-6 0 5 BLUE TAP'W/CAP T4- +2 9 'ii 6 b' a"3 a +D a e t• /'2 Yo 9 d e `a a NOtFS l 3 / D 0 a tT$ A T t0 9 a { 0 T4 12 1- 0 { 0 6 TAt+PER} " 1 r•rAp W/ �T MCtKM IS 1 1 N V/RH AOYAtCEO IHREARFTIFN'TET.7B7UA1GT ANCFIORS AYO TAPT'fii4 POIfttEb r M 4._O• it 1$ 1D "V 0' { 6 0 0 f4 12 10 9 2 0 a SA W'� .. _, ....., S4.1Q .la--Q. .l.r .-.4�•4- 44.+.Td, EO D•. 0:r..4_.0..4A k{.:?3„F0-..Q. 6 .b•.-{- ,. - ,. .r F� x,•y/4.':Ali•.PONM SOUD-'S&T-ANG1iDA6,.SKALLJ6 1La'.k[{D,:hIG:.POJREP-C fEIE..:HO EIIt#ll1iEM: .. .. A ANGFAIRS LS J/4• AND 1'IT 1 .e 0 0 sb i 12 TO 9 n a a " 1 12 W"Y' a , 1 IA - _A3)INTO SFUCCD tD{RL BE et/4•M' 12 I B 7b .9 33 14 12 10 9 0 0 0 14 11 Ip 9 e 7 ♦ A l!ffi Nxr M FOR WALLS WFM NA MUW0-20 S.S.WfCMNE SGREW MW 5}Utl.DE 1 T/1•LORD 41tdM/M SWOL10 S•RAX,A ETtkST.AND 14 12 to 9 a 0 a 0 { 11„1p b"'0 $ 0 55 14 11 'I 'Y A' 't{' 0 a T{' tZiti "ti" 41"' 7 4 .•-..T�'7Z iB '9 0 8.8"'�"liS 't4'•'12 io' 'd Ad-.�..].1S s.. A.3)1N CASE THAT PRECAST Sft14E PRETAST CONCRETE.PAN[iS,PAYF.R9 OR ANY VCNFER BE FOUND ON THE Eb'oRNO WHA.oft FLUOR. I{ I3 IO 9 e 7.0 4.5' -• f4 /2 10 9 9 a 6 •.5 % 1 1 9 e f •b 17a NiCJiOBS 941LL K Lf24G FJa1OC1t TO RFACH INC MNN STRUCRIRE M OTD SO WALL FINSNES.W.HWUOE S1iN.i.BE AS INdCAIEA ON 1 T7 D! A es 4 - - U 7 9 SA 14 1 TO D e .0 3 7TOfE3 A.i)k ll2)ADOVE.FORD .A111MNS ON VINYL WNG,OR UFS INTI OR WMIOUt MM SYULG CONSULT R99 ENOINCEFL FOR 14 (, ID, 0• e B tl"= 1 t iQ ,0, 0 8 H a. 14 12 f0 0 ')! !:D;'i'_S1 +N9TAlLA10N lNID L779 WCIH METH.SMAS SIM 2D, 11 11 13 9 b 5A 3- •- 4t f1 Ill 4,i 7 e! 4 3 14 1� 0 �,__• { 3 ^ i• 't 70 9 4 E _.. t4 t'• TO Y 6 eA e 7V 14 12 14"U.4 0"-D' t'- (D) TO E)OSRNO COFkREYE HlAC7(:(ASM C-DO) 14 12 a e! tW s - - 1{ +2 10 9 0 0.3 4.9 15 14 12, f0 7 3! 114-0 TAPCON OR TAPCON W RI AOVWAD IffADFORI'14LfWLOGY ANLHOK AS MAHUPICTURED BY 6T.9.BtA mx- )" f7"la 9' e,9 - - 1a 12. 10 9. 0''7 3' `? 11F..i '1..9,7b S 3 - 1/4-I x.3/4'ALL POINTS SWID-SET ANN TORS,A5 OLSITffiIlIET!QI ALL P'OIt1T5 SCREW,BOLT Y SPEYVLTY CPIMPAtN. T''•U` 14 1D TQ 0 43 • 1A 13 - Y! C w0 36 - T4 0.S 7 a'.d 4.!7),9 = - I/4Y BLUE TAP CONTA9 m ANONORS W/CAP AS WNUFACnm BY FLORm FASTO*xs DIRECr,INC. T4 12 a0 AS' 7 T' .w 14 72 10 f5 k '4 - 14 t2 B 7 7A 4.6 •- -•1/4Y TAPPCR4 ANCHORS A3 MA}dN14fl1RE0(N POWERS fASTF.NERS,CNC,AND OS41fNBUTEO 6Y ALL F'OarT9 SORtO1,D01.1 A:SPEGIALIY 14 11 a.6 4A - - t4 IQ 10 9 73 t4 12 9 7 IA 3 GOWAfi4' ANY OIE�R APPROVED UC415ED OR AllIFWFTQf9>'rEltOOCt ItEDSiERE17 tr111t 'AMER2AN SHARER SYSTEMS ASSOCIATI1Xt,INC. 14 12 f4 12 10 D "ii' 0 4 - !4 lT TD"! 'tl3'S-"',L-5'- 8•.,.a _ .....__.... .._ .. __ _._.. _.._. ._._ _._ NOSES •11, 12 &0 7 5A 3 - •• 14 u....8 S.5 ' '1 ] -• 1A 8b 0 0 4'`S " 1{ 13 9A 7,0 a • U T3 '9" a'e,p_...._•_._. is iT a..9.4a 4.-- 0.1}MYi7MUN ENBF THFM It7r0 CONCRETE e*f A H iMCOUI,AWE TM W/GIP ANCNpit;l MID TA14'ER4 AN4110R5 K 1 1/4•AND TAPCON _ W7M ABVANCED TF92FAUfORM TECNNp.t74Y AlR2pR1 6 Y. 1 9b 0 - 14 1 la e S -4- W-0. 12 10 D ti" - u 1i'T0. 9 7!_• - - 14"it 11! 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FOR INSIMLAInN INIO FJFS M41.ME014 SHIPS SEE SHEET ZM _. - - - :..w _..._.. _._._. ._.- - 11•_0" N M.itl -•.-". - - - 14 72 9 7 0 4'i - 1� OS 'r SS i.e 14 - 20 9a S - -.. =. = 12 0 e IA .Z._] .--..-.. (C) ANCHM S TALL TTE INSTALLED Ft)LLOWW ALL OF TILE RMOMMCNDATI0N5 ACID SKOFICAYrAK OF 7)E AtiC110R•5 MANUFAC1EKtER. 1T 10 7-= - 14 1 7 14 14.5 - - - 1.5 0.5 '$AA 3.74 - 9.5•Y '.Y, •- - - - - 14 1.9 7.5 0 a ••- - _ 12 9 4! 4 SEE Sullw LE B FOR EDGE DIS ANOB EPL VERSUS SPA'�4C NQATION StV FOR MCW" .._._.-.._._. .._....__...._..... ....... i1 12 Ib r'--' - - - -_14 12 -8 ES 6!_- }b' - _9 4 - D F0. DIST/da's y 5 A�up sDMFDULS iOR Q$$; . T!9$ 4.0 - - - - 11 a 0b 4 3,6 - - H 0 { J - - - - •VALID Fort[OOf 06TANt2:S INpiA1ED NEl.t7w. 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