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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online _ r j[�RE AB�fUr�.B.',♦1¢PILOIYI911a}(Is".Cd�AC{rD13pI1. Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search adb rA� PrDdoct ApprDyalSCAN�/NED 5 USER: Public User B I d Product Approval Menu > Product or Application Search > Appllcadgn Ua St. Lucie County Search Criteria Refne Search Code Version 2017 F 3g9 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL#- Type Manufacturer Validated By Status_ FL389-119 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 Stare of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an small 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: ® eOFirk M Credit e Safe securitvmh-l•Rlcs• 1 FILL ':w- `��- S , https://tloridabuilding.org/pr/pr_app_Ist.aspx 1/1 ISIRMMILMMI 1. BERTHA H.V. ACCORDON SM=N SSTEI SHOWN ON I MI5 PRODUCT EVALUATION DIVN OW (P-EAR HAS BEEN VERNIER MR COMPLIANCE IN ACCORDANCE WITH ME 2017 (61h EDITION) OF ME MURK, BERTHA CODE M5 ACCORpNN SHUTTER SYSTEM EXALL NOT -BE dSiµLED AT HIGH VELOGLY NURRIGI:E 20NE5. DESIGN WIND LOADS SHALL BE DETERMINED AS FOR SECTION 1620 OF ME ABOVE MONITORED CODE,4 FOR A BASK WINO SPEED REONRED BY ME aMSOKOION WHERE SHUTTER We, BE INSTALLED WiM A IMECDONNJIY FACTOR Kd-0.85. USNG MEET 7-10 AD, SMALL NI EXCEED ME MAOMMM (µSD.) OES,R PRESSURE RATINGS IMICAIID ON SHEETS It THPU 15, 19 k 20. OJ ORDER TO WORRY ME ABOVE MHORDN, M MLTATEESIGN DMHO LOADS DETERMNED PER ASCE 7-10 SNALL BE MET REDUCED TD µSD. DESIGN WIND LGADS BY MULTIPLYING MEAD BY O.6 IN OROERTO COMPARE THESE W/ W. (µSD) DESGN PRESSURE RATINGS INDICATED ON SHEER 11 THRU 15. 19 k 20. W ORDER TO VERIFY THAT COMAMEN S AND ARENORS ON THIS P.E.D., AS TMOX WERE NOT GWot STRESSED. A W K INCREASE N ALOWASUE STRESS FOR WAD (DADS WAS = USED IN ME, AMAWDS. HOWEVER, A WIND WRAMW FACTOR C0-1,60 WAS USED PER VERIFICATION OF FASTENERS IN WOOD. BRAVA ILV. AMMON SHUTTER SYSTEFTS ADEOUN.Y TOR NAND AND URGE M591E IMPACT LEAD HAS B[EN VEtRIEO IN ACCORGINCE MIN SCCDIJ 1603.LL.2 OF ME MOVE MENTIONED CODE AS PER ATL REPORTS; -HET LADE (D 10 14.01-03. 10715.01-03. /IOO4.01-05, /121441-05, 1017.02-G8, 0060941-10 AND (0210.01-11 AS PER 7AS-201. TAS-202 AND US-20 PROTOCOLS AND ASTA E-IBB6 AND E-1996 SFMMADS (MSSRE LEW1 D. RIND ZONES 1, 2 R 3) a f122O.01-10 AS PER US 201, 2W h 20 PROTOCOLS URGE WSSRL, -HAD W"GOW BLADE O /0505.01-08 AS PER ASM E-1886 AND E-1996 (MISSILE LEVk1 D. WINO ZONES 1, 2. 3) BASIC PROMMN ONLY AND / W25.01-88 AS POR TAS 202 PROTOCOL 2. W BLADECD AND HY MNDOW BLADE ® ME ENGINEERED TO WORK IN UNISON WITH EACH OMEA UNDER ME GENERAL WNTABONS AND EMOTIONS OF USE INOGTED ON SNEET 19 3, BERTHA N.Y. ACCORDON PINS (W SCREWS), USED AT WADES KNADOE AND MR DIRECT MWRT MNNECWN TO TRACKS SNAIL BE /14z2.75' AND /14a1.75• RESPECINELY, 410-HI WIMUM SERFS BI=G SILL SCREWS WITH 13i0 kti YIFID SiNFNGili ANp T80 4 iFH51LE SIPENCTII. PINS SNLUL BE COVED WIM BERi1U W WMOSH;ED COATING SYSTEM AS MANUFACTURDO BY MPROVEO CGATNG MPLNAiOPS, PEGIST[RED WITH A/CgICAN SHUTTER SYSRuS ASSOgATIdi. PINS MUST BEM THE HV MARKING ON MDR MUD. 4. ALL AWMINUM CKIRMON9 SNAIL BE ALUMINUM ASSOCIMON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 A!D 3. I'MMUM YIELD STRENGTH FOR 6063-T6 ALOY IS 30.0 W AND SS] W FIR 6005-75 ALLOY. 5. ALL SCREWS TO BE STARTLES STEEL W4 OR 316 AS SERIFS DR CONRMRM RESISIANT COATED CARBON STEEL AS PER ON 5001e MM 50 tat MIL WELD STRENGTH AND 90 Lai M, RNSOE STRENGTH, ARID SHALL COMPLY W/ FLORIDA 0%HLM4 CANE SECYM 74II-3JA. 6. BOLIS TO BE ASM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS MEL WON M 94 MINIMUM WELD STRENGTH, 7. SEE ME FOLLOMNG SHEETS FOR ANCHOR SPEdF1UDONS: W TIRADE (D : T2,13M.15 AND 20 W RUDE QI i (D WORKING IN UNISON: 12, 13 R 15 e MEs BERTHA NV. AMAGER SHUTTER SRIEM BEARS A U.S. PATENT /6778,582. COMPONENTS OF INS APPROVµ ME CMERED, IN "ME OR IN PART BY U.S. PATENT jV458,179 SS LED M EASTERN METAL. SUPPLY, INC. 9. N SHALL BE THE RESPORSIRM OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF THE STRUCTURE MORE SHUTTER S M BE ATTAMM TO INSMRE PROPER ANCMORAGL COMRAMM TO SFPL/GUML AL SHUTTER COMPoMUT EDG6 MOGI REMAN, MRV FASTENING IN Cd0INUCU6 CONTACT NIM THE BURDTG TO PREVENT MND/NNN INMLsM. 10. EAEN UNIT MUSE TIER PERMANENT LABEL IN A VSBLE PUCE WITH WARNNG NOTE: DURING PERIODS OF HUMICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AID Xp CENMRMAIES AND ENGAGE OR LOCK ALL W AND HO LOCKS. I L SMOTHER MAWFACNRDTS LABEL SHALL BE LOD\TED ON A READILY MSIBLE LOCATION AT ACCORDION SHUTTER IN A WGANEB WITH SECTKM 1709.9.3 OF FLORdM BLARING CODE WE LABEL SHALL BE PLACED FOR EMERY OPENING. LABELING M COMPLY WART SECTION 1709.9.2 BF THE AGAIN, SU G COOL IZ BfRMA H.Y. ACCORDION SHUNER SYSnM'S INSTALLATION SOUL. COMPLY WITH SPECS INDICATED IN THIS IUMNO PLUS ANY BUTOIN I AND ZONING REMLATKNIS FROADED BY ME JUWSCCoM INHERE PERMIT IS APPLIED TD, 13. (a) THIS P.ED. PREPARED BY THIS ENDNEER S GENERIC AND DOES NO PRIME INFORMATION FOR A SIC SPECIM PAWEET; U,. WHERE ME SIE CONDITION$ UMATE FROM THE P.B.D. (W) CONTRACTOR TO BE RESPONSIBLE FOR ME SE.ECRIN, PURCHASE AND INSTALLATION INCLUDING UK " IY Of TMB PRODUCT, BASED ON THIS P-M PRONOm HE/SHE DOES 14W BEWAYE FROM THE COMeiGVS DETAILED ON THIS DOCUMENT. 0MGMUCIIGN SAFETY AT SITE S ME CONTRACTOR'S RESPON9BRRY. (C) DOS PLO. WILL BE CONSIDERED NWsjD IF ALTERED W AN MEANS, (d) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REOSTERED ENCRUIR OR APCHREI WNM WUL BECOME ME ENGINEER OF RECORD (EO.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS A OELEGATEO ENGNEFR TO ME RED. ENONEER SHALL SUBMIT M THIS LAMBN ME SITE SPECS C ORAKINGS MR RENEW. (a) ORIGINAL PAD. SHALL BEM ME GATE AND ORRINµ SEL AND S"TAIE OF ME PROFESSIONAL ENGINEER OF REMO TRAT PREPARED R, • * �AI[ iL ECO.,mc. (f}J� 6P �•� \\ TILUT TESTING k ENGINEERING COMPANY Wl]! Na. ]C!A A SA .•M. NPPNN 4ApOR. FIPW ]] � kk GEM/. S�DMAt \ "vl]1F /, :Ce.deicw.AYunr Jn, m Pi,mc f (3Ds)Bn-1110 . Fa, : (]DSun-ISll -mIN: IdlemOael.wm W L p A 9M L. PL n03M. uc. i 4.167 TA LE OF CONTENT GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM CONPONENTB 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY W-44 SHED 4 TYPICAL WINDOW BLADE Is WINDOW DEAL AREA 2L HV BLADE (1) AND EfiL ti NDOW B ADF RI ,(WHERE APPI I AR 1 A'AO& SHUTTER ELEVATION a NOTES ON LOGES SHEET 5 INSTALLATION DUALS A-F, CONMETE/GLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE,/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 CENTERMATE µTERNATING DETAILS /N SHEET 9 END CONNECTION DUALS 1-G. CMCRErE/,LgM SNEEO 10 MIUMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE M: BLOC( SHEET 12 ANCHOR SCHEWLE- CONCRETE k BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 ANCHOR SCHEDIIIE- W00D SHEET 15 INSTALLATON OVALS M-R, WOOD SHEET 16 INSTALLATION DUMG 5-X, WOOD SHEET 17 ENO CONNECTION DEIMS 7-12 h X, WOOD AREA 3• HV WINDOW SLADE 6b SHEET 16 ONI Y TYPICAL SHUTTER ELEVATION AR a 4: HV WINDOW Ri enE (Ti ON SHEET 19 V INSEµLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.SmS.Am American Shuffer Systems Association, Inc. 4268 Westrcads Drive West Palm Bench, FL 33407 V2017 EASTERN METµ SUPPLY, INC BERTHA HVTM Accordion Shutter Sy HV. MADE gT W/ M W/O ION. WINDOW E Y. N OLSC.". I Ban 'aAMN R 1 Ol0 IS-O85 127/1 "M 07, 2 DRAWING 1A-X— UNDER US PATENT 8 5458179 OF USE OF BI4DE-R-O.N SHEET 19 ©HY ADJ. FLOOR TRACK OVAURED FOR USE tY/ HV SLADE 63-i6 ALLOY A O ILMPER 9tY ra93' — OR3• r� 60' 4 6]a 1.696• 6 11 HV CEILING HEADR FlED FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VALD 6063-T6 ALLOY AND TEMPER I/ "I� 1N xMAL YlIX1 i�b SID ANG c O AllFlEO FOR USE W/ HV BIADErl) Ps ' L � 185• a. 3�HV NIY RGAI FLOATR QUALIFIED TOO USE W/ NV BIADEQ 6005-TS ALLOY AND TEMPER (T3 HV HEAD/ER/SILL QUALIFIEDORTU RLLOY AND BL PEP OxL LIP ALUMINUM ANGLES OUAUFlED FO$ USE W/ NV BLADE UI ONLY. 6063-T6 ALLOY AND TEMPER (3)&REO FOR U BL��S5EG V! HV UNT 6063-T6 ALLOYOY . AArR.k TEMPER. HV WALK —OVER TRACK OUALIFlED FOR UjE V!/ NV BLADE )1 6063-T6 ALLOY 0 TEMPER fiaMWNEM /, B Q 2• 5' MAL I tM2."/1W 2" 5" MAX. 9 2.5• ]' M 0139" 10.13I" (i)HV W1160•STARTER OVAUFIED EO�R USE W/ HV BLADE (U 6D63-76 ALLOY AND TEMPER &79' 994' 042 12 92C ( HV TRENCH TRACK QUALIFIED FOR USE IN/ HV BLADEM ONLY. TEMPER CO NV RAINGUARD OUAUTTED FOR U E W/ NV 6063-T6 LLODYEAWD TEMPER it t 'q - d ' ........ /f't uCENSF; �y • a200 MTECO. INC. i E C O 1Nc. A S S A ■ ■ ■ ■ American ShUHaf SY916T8 Association, In 4268 Westroo0s Drive West Palm Beoeh, FL 33A07 020I7 EASTERN METAL SUPPLY. WC. BERTHA HVTM Accordion Shutter System HV. HARE Rf W/ ER W/0 HV. www ELIDE /.6. i erg * ! p' TATE OF 0r4.., ." 3 'Pill •'+.Q,RI4y; QNe•'•• }Nj111 P F�'if:AT `/�If.F16N64�c /nnT: TILLIE TESTING B ENGINEERING COMPANY wa M� x,w a, z.. 5oa w�.m. ewPa+s. naax Al 1*w : (M5�]1-15m . In.: (3mllnt-t331 m�[R 1-DaKoe�c"^ wa.TER A RUT a. P.E R UcF.16] OTscnm9x wrz cuAxx LC 1 DLD "-offs 112T/i w1c w/2]/n 5 ORAYlINC No 17— 1 0-7 oMnrn 1. 6' A• T� I cuv '+ FRONT EmNXIN BY MALE "T" LOCK Q �i LOCKER FOR "T" LOCK CENTCRMATC �OUALIRED FOR USE W/ W BLADE I ONLY @ HV FEMALE "T" LOCK UNTERMATE 0 HV "T" LOCK OUAUFlED FOR USE W/ NV BLADE 1 ONLY 6063-T6 ALLOY ANO 1EMPER QUALIFIED OUM1L ILU FOR USE 6063-T6 ALLOY AND TEMPER 6063-TSS ALLOY AND LTEYPEPONLY W/FIV BLADEC ONLY. I I o6J � 8 4 C W O OUALI IED FOR USE VI/ NV BLADE 1 & 6063-T6 ALLOY AND TEMPER I@ LOCKING RODA OUALIFIED FOR USE W/ W BLADE�J1 6063-TS ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/16 6063-T6 w 1.1 1 I� C J �Dsb � Hy 3/8"0-16 A( QUALIFIED FOR USE % W BIAOE 1 & ti 6 6063-T6 ALLOY AND TEMPER of/Z. CY-1/4.6 (371 HV 1/4" 0— 0 AI I 304 '.5.01U 5,S, THUMBCCREk QUALIFIED FOR USE W/ FN BLADE 1Q iHY EGRESS LOCK QUALIFIED FOR USE W/ NV BLADE 1Q & (BI ONLY. NT� JJRE LL, NONGVIER RIVETING RNER 1 /41 "0-20 RIVNUTy-20 RIVNUL '2A2.-n AUDI) IAR4E "Ax 1Mv f]6, AS uA4AoAc wIa, w Awn M'. MW A6CY 0)ON dt vy I 0 HV ALTERNATIVE LOCK OUAUFIED FO USE W/ WBLADE 6) ONLY. 0117 ' Ifa 1 An. MA.. j p 5 GMT 4 OR KEY LnCD•A HD LOCK DY REGENT HARDWARE MORTISE LOCKS SERIES 233J HOOK BOLT LOCK. QUALIFIED FOR USE W/ IN BLADED& 'J C]017 N.Too V.Y. 0)201T FASIERN METAL SUPPLY. INC. E -co ENc. A S S A BERTHA ter S Accordion Shutter System /: Jf HV. HME $1 W/ O W/O HV. W1N OW BADE ` TT * ? TILliT TESTING &ENGINEERING COMPANY wa xv. sea, s4 ATBFICOB SFIYH9F STSteR19 A990CtOROFIt Inc. , K DEu'I'TIC1 DArz �A6" Lc. t OLO 15-085 7/21/1 aarz; 07/27/17 ,STA�1 w: sm, nscu µvppa, tyLpµ aa1 sew°: fw F,.: PDs)6l1-tmi 4268 Westroods Drive vC -:-'�f••'•./(J.OIRf�(P���:i(�'�'aT41TL1 ) a DRAWING No e)"'Isw. WcsF Palm Beach, FL 33407 SHUTTER ASSEMBLY SCHEDULE FOR HV CTl HV QA I HV SLADE 1 ® W LADE IA ® IP/ ONG RECESSED NYLON BUSHING R ® MV HORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'a3/I6" THICK NYLON WHEEL 0.188'0 A)SI 302 SERIES S.S. RIVETS 4@ HV 1 3/4' ACCORDION PIN W/ #8 HEAD & ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD Y ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR J(L) O®cr �3M(OCNOTE roRR[OUIRENENTS)M QUIREMENTS AT EXTERIOR B.ADE KNUCKLE FOR QpR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR7R(1/3 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR I '� HV ® BLADE. TYPICAL SHUTTER ASSEMBLY n.r.s. (2) HV PIN ®MAY BE USED IN LIEU OF AND ONLY AT HVPN@0R"( TTROAT R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ao.a]•. suoE's KNUCKLE.1. BLADE WHEN CORRESPONDING TO INSTALLATION 'It SHEET 7. 3 (SEE NOTE - roR .048-�� 0 REOUIRELENiS) (3) HV PIN © OR ® W/ 1/2' O.D. I/16' THICK S.S. WASHER Iry 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET WHEEL CARRIAGE DWAIL Ts FSSEIAY�DTj EYBLY LeYODT 1 K EXTERIOR 103 RESIN 19). POLYCARBONATB SOURCES FOR 4 wwaz spar mr r�vro aavwa .c, ssem,: Daum ta>aUWu ee» ma nax ®/' ono e/ rau,E vna0 s Latx .,m Rea ass 'Ace ..L nmas s+awi. n aoa an mw },wR "Ace c.., Illb) e., IIM'W11S0.G2 ase /Se mw ]N.%ML Y]P» DLL v'uEcaam am mw aA a «a a xu a-1 aL.ee av awrox asx me» ' ow i oeR eEanzle vn my resu aNrw t, ca eel s'o'o X9e.0 vexroes[ a•: • 3 0=7 msoo• M, mT TILUT TESTING & ENGINEERING CLADE OMPANY am, a, sa. am, . riay.Na. Rana, vi Pnx.. r p0X871-1w, , raa : Nc5)e71-,0, �o4]C0o YeE1p A WLT,n. PL R0Po" °c t �'ax A S S A American Shutter S stems Y A090CIC}IOR. IRe. 4268 Westroods Drive West Palm Beach. FL 33407 02017 E151ERN META: SUPPLY. Mc. B RT A HVTM Accordion Shutter System HV. BLADE ®T W/ OR S u WIr S st , • n1AKr� i `,� 0 ^........ [„• x oaaamnoN oar[ mMN» ee Le 1 OU) 15-085 I(2] 1 a rG 0]/]]/17 __ ss/ONAlEN6''e[R P.E. SEAL/SIGNATURE/DATE x s DRAWING No 17-107 a SHEET a ne an • SEE :ONI )ETA 'HEE e T IDCI O' O' O' O• O © © O O - - - I III h I T t T O �Ifl I I�Y�Y�i��LlilJt�'lla�v�s� ' ' V �" 0' �' ©' �' Q• ©r Q• Qr Qr pr Q, Or Qr Qr m' ©•Q • flv«©.�. 1061 L. TYPICAL I) HV BLADE SHUTTER ELEVATION N.T.S. a OF CORNER CENTERWIFE "NOTE"N HYA= AND CENTERMATES 1. MANDATORY CONDITION All- ONE W LOCK I& of 0 SHALL BE USED AT 1/2 OF MATTER SPAN FOR ANT SPAN OR 12• ABOVE OR 8wW g2 OF SHUTTER SPAV TOR SPANS UP TO 105•, AND FOR WST 11 T ANf ELEVATION. MV LOCK �5 w MAY BE USED AS AN INSIDE Oq OUi51DE LOON, AITACHEp T0OR WCENIERUlES WIMIL20 t 1/2a LONC FW HEAD 5.5. LL5. LOGTION OF LOG( SHALL BE M ID-� 71 SHUTTER ELEYAitON. NN 2. fNl10NII YXINWIION EL IF DE51 OR FOR SECURITY PURPOSES, UP TO In HV DRC�S2 9 A. BOR E A qq Y BE USED rl5 AN INSIDE OR OUTSIDE LOCK CON NECTION OF LOCKS TO CENTERNATES (8 .OG11UN BE AS N ONGIEO ON MKII SHUTTER ELLVATION. �IoHHMAHCL. LUCKING HOGS ei OR AN ALTERNATIVE DEICE ALM BE USED AT STACKING POSITION (NON HURRICANE POSINON). ONE HV LOGL �'` SMALL BE USED AT CORNER R ANY SPAN NSI'ALLARONS AT UTSIDE OR M90E LOCK, 21E0 TO Q3 CORNER CENIERMAIE W/(2) 1/4 0-20 K 1/I• TONG MT READ S.S. N.S. TWD LOCKING nos �5$ )P h BO pA SHALL BE USED. L TION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NUM SHUTTER SPAN SHALL BE DETERMNED AS PER SCHEDULES SHOWN ON SHEET 12. Irvaiut OH WISIDE LOCK. ATTACHMENT OF 1/A'0-20d/4' S.S. THUMBSCREW TO TS OR CENTERAgTES SHALL BE MADE W/ 1/PP-20N/r ALUM ACH LOCKSRAINUT AS SHOWN ON SECTION LIVE, SHEET B. ONE LOCK SHAH BE USED AT 1/2 OF SHUTTER SPNI OR MO LOCKS AT 1/J OF SNIIRER SPAN, & MANDATORY DO ONTION /3 FOR KDSWME MOUNTING ST ' S ONE W LOCK 6 er 0 01 BB SHALL BE USED AT 1/2 OF SHUi1ER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN TOR SPANS UP TO 867, AND FOR INSTALLATIONS AT ANY ELEVATION. NV LOCK m Pr 0 or 8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 4 Pr @ SYMMETRCAL CENTERMAIEB W/ (2) 1/4• 20 K 1/2' LONG FIAT HELD S.S. M.S. LOCATION OF LOCK SHAL BE AS INDICATED ON TYPICAL SHUTTER ELEWATION. USE OF LOCKING RODS @W/ OR P TOP AND BOTTOM IS COMPLETELY MANDATORY. 'NOTES ON HV "TH LOCKS AND C NT RMAT S• YANGNUT MAXIMUM i ON BECTON HIS- SHEET 9, WHICH MUST BE LONG S.S. THREADED BOLT W/ 7/8-P K 3/32• LOCK MAY BE INSTALLED AT MIOSPAN OR 12• 6$ TOP AND 6OTOA IS MAN'DAieHV. •N.O,.T'E`5.,'O�N HD LOCKS & CENTERMATES• t / NO CiHi[RMAlES iL ! } j(7 . ONE ALTERNATE HD LOCK /� L00f5 M II UA.YLD�E USED IN LOU OF S SD FOR ANY SPAN AND INSTALLATIONS AT ANY ELOAnoN. ALTERNATE No LfKK (I MY BE USED AS AN INSIDE OR OUISIDf•GE. A LOGE. OF NO LOCK TO @ R W/ J IS A 3/8' F.H. S.SJDS.. ANO INCLUDES RONFO2CEMFM 111SLijT AS SHOWN ON SECTORS HOB- NO HOC-IM1S, SHEET 10. LOCK MY BE N STALLED AT MIOSPAN OR 12• UNISON BOOW OR An, YIpSPAN. USE OF LODEN, RODS GS G COMPLETELY OPTIONAL • fir............ ✓.p i -O -• / ��f < C7017 TILTECa- wt �L,--�p—nic.Accordion TILLIT TESTING a ENGINEERING COMPANY NR. MPLrt« LA5L4NS. .IWL'A IDI Pnw : (em)S Ima . r0.: (2os)m1-1•al1 �w0Wy°1p A"" WXTEA A TALI Y. F.E. FUG D'A UI 1 .162 ASSA American Shutter $Y9TBT3 A$BDCIOROn, Inc.1 4268 Westmods DI West Palm Beach, FL 33407 02017 EASTERN MEAL S,,I V G BE AH TM Shutter System kV. 9!➢E AI W/ [R W/0 HV. 151EDDYY BADE MCASDWI pAu w,qH g,. Lc OLD 15-065 2/2) 1 OARa OT/2J/)J -_stsf G\�1pt` P.E SEAL751Cf1A`�URE/DATE 2 2 DRAWING No 17-107 A 5 SHFFT u POURED rvVn1MJE M'QIONs (SAE SCHEDULE ON CONCREtt G-0NRED SHEET 13) CONCRETE M'O10E.4 ,` 171H fm (SEE SCHEDULE ON SHEET 1]) 12004 Min. S.S. E W SCRCR SCREYiS •-`r I/}'"/ -_ NG 1 0 NUTS i 0 12 O.C. o IY a.G '� IE 0.• 13 aR 16 j � \\� 3!0• ua� I I OR & 1 N. SEP**RoN TO ctAss I I 1 r(SEE SCHEOUtE CN SHEET 11) OaR. i HV WALL HEADER INSTALLATION �B BY —WALL HEADER INSTALLATION + KEYSTONE O -N. SEPPIU TOL 1 `.•'GR UN, SEPAUDON TO GU55 ' 1 E sG✓�-(SEE K�'EE M sHTET 1) (SEE ECH2OUEE ON SHEEP 11) I' III `ll f crnowv. I 1 ! '/'• ue.. } c o. ,j, ? "� �a'J t 13 w Is (( 13 OR IJ/ F EO i EO — 12 OR14 I1{ro-z• E EO PH1t1P$m3H S.S. TRUSS Hf10 �' .' ( I �' CONCRETE AVCNORS i©w78 MACHME SCREWS USw P 1/E f' may ' 1/R o-10d/R• SS. PWtElPS CoNCRur ANCHORS �IRU55 NFAO u/CHmE SCREYv9 POURED CONCRETE J (SEE SCHEDULE ON SHEET t3) -90 NUR O 12O.C. u:n (SEE SCHEDULE OR W/ 1/C-g01ME O 11. O.C. CONCRETE SHEEP 13j CONCRETE BLOCK W �a°0.FD O HV WALL SILL INSTALLATION .. y.. 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DEEICN PRESSURE RADNG k FOR SPANS PER SCHEDULE 13, SHEET 11 I�'J 0B U� waaig4H TEK SCREWS 11._04 / 1 sa i duM na ttrN. sTAxN s6 r zx t11B• O1T 0.G B �� i ' CONCRETE M CNORS l -- b rL 6 -7 •. -(SEE ' 1 %JJ/+.//E /a• sNs SCNEEI ON SHEET la) -r 1/2 iii U L. I,u//'ovt Wa - / 1 OF tt18 ,/ar ` 7VOICE �• ••I,1� .• i Eo.114/4- moI rr '1 APP�u.^A&FE• S CONCRETE MSNan SEE NOTE Is(e) "'lY`' MIN. . o s' o.R I•. P c _OMVC co. POIIRC0 coI OR CONCRETE (SEE so'EcutE ox ON sNECr 1 SHEET 14) PoMOO COx4RflE SEE NOTE In(R) .. ON SHEET 1 .. REWIRED OR CONCRETE BLOC% K A F O Q RECOwEO © HV WALL WALK —OVER QK..EYSTONE MOUNTING INSTAL, ATIO ' Aco. cool PRawac INSTALLATION .a..-n NN, sIw m x e•-e- EM ;TALLATION t • E. O: - EDGE MSTANCE (SEE SPCC6)CA1roIS Ox SHcYT IS) t T1� RSTALLAMO.v SNALI BE REMINA&.E VMEx PET iw% 0AplA[M DfTO AN OPERMRE EMR cE EUOE 1 AO H[T TOR INSTALLATION DETAILS W/ C1� HV BLADE A T ''''-.. 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SIFCR ' ©i (MR1OR)oUT � HVE HVF** uvn 1, l I11 A. FLORIDA BUDDING CODE (Hon High Velocity Hurricane Zone p`+ �jCENSF••,.✓y =_ axon macs. R+c. ®zov FASmtN MEru SUPPLY. INC. IL E C O f■�. A■S■aS.A. Accordion Shutter System * F� TILLN TESTING & ENGINEERING COMPANY American Shutter Systems i NV IXAIX BI W/ CN W/C HV. WNDM RAM . x RLscnmax ma o9AxT xe Le •• • ••+LrQ•LAxumays naRaL Aye A990Cta+tOa. tnC. 1 OlD ,5 Ca5 ............ L Pnwa : (oo51071-ino , ro.: (s6s)e]1-i6L ......... 4268 Viestro0ds Crive 2 '-s/ONAL EN6 + +i <v.L West Po7m Beach, FL 334D, i CRAWING No 4 lEiAoKS�Io rWi9A lic 1 tt167 ALTERNATELLA " " LOCK CO HV MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS W/ Q) HV BLADE ZU rill CONNECTION OUT DETA1 a DN SHEET: 10 & 1e IN INSTALLATION �ii HV BLOT ?�� avacm a a. „. cc off Sena. - / HD CENTERMATES I . 6 . ] v 6 ie . �® O O �� ®' AS aIIL K NMO15LL RdSh4 BtI:J[®a-Sri[ rW.M9. 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OR CONCRETE—....,.m.._J� CR CONCRETE OP CONCRETE j REQUIRED BLOCK WALL RECLRRED / / BLCCN WALL FEWPEO 1 ISLOCK WALL REQUFEO t EltI6TINC OIASs CONCRETE MICHOF-I ExtsRNa OIAS$ % 1 Eg5TIN0 OIAS$ r O 16' O.G. ) _r jr J 1 Mwr . i — f Mk 9PAM11>I .•'' 2 UN. EY5i1N0 LT/55 Mn 9DIFATIJ-! saM a,c�av�sEeT \i r uN T EO ' EO Top = , 11 TOR EtADE ID" + TO G (SE j' MN Sf➢NNtpN i I `AEOILE OI SREET 1/16•.O- MAx OnMEET 19 VA 50eO2E W SI To OIAssm it fCR dAOE m" (600 T, (LOCATE At W 9EEt 19 pCR M. CLOSER �& ON 51�,[ 14m� I/2' 11 FOR pEl m I BlEE6m&Q RAtE (IAGIE 1/2• \ EVDES(D&G IOx SIM I9 FOR ERNER 4DE �L OF(D) I AT ERKFR O' MW \ ! I , IiAOE50k 1/2- M0L • f I (A WE APPL S 20 lM1L 910.a 215, oz. I ___ --' ALUWI W WP ANGLE /lOvt/2 'O..S i -J (65 3-TO ALLOY) AT U a0 a i6. O.C. ----- � �IY\ -+' (b065-TO ALLOTS AT WWOCHi 4 i 0) 110,1/2• s.MS Tap& SEE DEWJL % WALL AT IT• O.C. (LOCA1 EAT. ro � 1 OR ®' SEE Doa1 x pGR 1 OR ®• s1oE CO." 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DA'::F Isvv _ R s/ONALEN,'�,11j1 ............. .. •P' PP CCAI /fIfN6T11MC /aATC 02Dn TETE MIp-- AnS�S`�A� American Shutter SySIemS ASSOCIOtIDe. Inc. 4268 Westroads Drive west Palm Beach, FL 33407 02017 EASTERN METAL 91PPLY, WC TIiA TM A)E Accordion Shutter System kv. H81 w/ OR w/o I,, w Hm HATE TILUT TESTING k ENGINEERING COMPANY eta Nx. aa•A 51. s1.. _m. eavuA RNWSa. r1amA v1a PnK,.: (30*811-1510 . F. : (sDs)eT1-Isa1 mwl000s�ia '^ "ALTER A TwT A. P.C. , x otscemnax wrc owx>t ors Le 1 OLD ib-086 ]/27/t wm 07/27/17 ] a DRAAWING No ! 7— I w f e.....r-� • ] L- MAXIMUM SHUTTER SPANV -L+- (ft.). FOR INSTALLATIONS V)/ OR -L--- (ft.) FOR CENTERMATES. 0 & ® Or or INSTALLATIONS W/ Vf/ ONE H.V. LOCK ® or HD LOCK ® IN NO LOOKING RODS at ONE HV LOCK or ®Pr CENiERLIAi® 28® 29 V)/ ONE TV/ NO LOCKING RODS tO LOCK 30 V//TWO L000NG (SEE NOTES L tt). RODS 35 TO BOTTOM BOTTOM EE HwnM CONCRETEh 1 WSTAUIWt15 � m00% CGS'CRUE h WOOD HoNs nPAH Aos. WµL MCMNNNG BOOR/CQUNO "ODU 4 M; bW M G.1 W FLOORVOD SCHEDUIF 113 6AUQMIUM SHUTTER SPAN* 1}' R -L - ((L). INSTALLATIONS W SXYMEIRICA ONE HV LOOKS lW/ Vf/ NO LOCKING OO 0FOR MQUa Q SHEET >) CO'KAfl[ ASA tea: INSTALLATIONS °w)aa rLoaR/aDU NartmNc New y R ROCR A0LR•OPNNH0 IN I t - IN JO 35 40 N-r 1 15•-2F a5 13'-a" 50 55 Il'-i' 11•-11' 60 10'-1" Ttl B'-S' 9-4' )5 B•-S' INSTALLATION LECENO CONCRETE & WOOD WALL A. IJ•R. MOUNTING F,•K &0�E, S. Is V,O FLOOR/CEILING MOUNTING G, N, I, 11, J T.U.W & X & IA O MAMINM SHUTTER SPAN 'L�' OR -L-- FOR INSTALLATIONS INTO WOOD SHALL BE UMOED TO 105 pnl. A.S.D. DESIGN PRESSURE HI MG. t HV CORNFA CENTEIVATE /J MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATO, S Srt L BE AS MWCATED On MANDATORY C0N00I0N 12 NOTE /5, SHEET 5. ♦ I tE CEPT THAT UACULN S,IURER SPA! ti.' OR 'L ' AND MAXIMUM ASA. OMNI; PRESSURE RATING FOR INSTALLATU-S INTO CONCRETE OR CONfJ¢TE B Oat SHALL BE UNIM AS Fg10,v5: 1- CONNECTIONS TO KEYSTONE MOUNTINO LIMITED TO ♦64: 72 P.,I. ANO 8•-0- SPAN, SEE MOUNTING QON SHEET ). SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )^ J) HV BLADE elm) nTTco. Ma '•; LL� O Q- TILUT TESTING & ENGINEERING COMPANY A4 TAA Mas NP. PNmv: ]R A4 5m. xP@cA RAmq flm4 FI (b `je)�1-1319 . FaA : (b5�)1-I531 ..E - ,: MNea9ods[m � ✓" E6NRUT A WM WT J:. P.E. 5E{i�mc /n.x rUOM ROA. Lk. 1 1.167 A.S.S.A. American Shutter Systems As60a)a+IOn. Inc. 4268 Weslrocos D6w West Palm Beach, FL 33407 (1) La; NW MUM ALLG'NFPIi SPAN FOR A GNEN POSRIVE ASA. DESIGN PRESSURE RATING. L-: NA ALLOWABLE SPIN FOR A OWN NEOATNE AS.O. DESIGN PRESSURE RATNG. (2) PROCEDURE TO DETERMINE MAONUM SPAN FOR WALL MOUNTINGS (TOP/BQiTCM) OR ROOR/CEUNG: Gam! A POS TIVE A.S.D. DESIGN PRESSURE RATING, DEIERVINE MAXUAUM SPAN 'Li FROM SCHCQULE. GNEN A NEGATIVE A". DESIGN PRESSURE RATING, DETERUINE UNOMUM SPAN -L= TROY SCHEOUL£. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE IAINIMMM DETERIANED SPAN BETWEEN li AND I- (3) PROCEDURE TO DETERMINE MAXWUM SPµ FOR COIN&NATIONS LY BEIY,FFN VALL MOUNRNGS W/ BOOR/[DUNG MQUNNNO9 MR A OMIT POSRNE AS,D, DESIGN PRESSURE RATING: DETERMINE: Llam MAX, SPAN FOR WALL. UOUNRNG INSTAWTIOMS, Ua= MAX SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLAlI0N5. FOR A GNEN NEGATIVE ASV. DESGN PRESSURE RATING: DETERMINE: L1-- PAW. SPAN FOR WALL MWNTIIF aMALIAT10N5, U-- IMX, SPAN FOR ROOR/CENNG MOUNDNG INSTALLATIONS, FINAL, AWOMUM ALLOWABLE SPIN IS EQUAL TO THE "MUM BENEEH lrf; i2+. iI= AND 1)-- (4) GO TO ANCHOR SCHEDULE \NTH n)!AL MAXWUM ALLOWABLE SPIN AND NEGATM AS, DESIGN PRESSURE RATING TO DETERVINE MACHU), ANCHOR SPACING. KV. BLADE #1 W/ OR W/O KV. 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(SEE FD� WO HV_FLOOR INSTALLATION 54fEDULE ON SHEET 15) Q HIM WALK . FL,ORIDA BUILDING CODE o2o+Tinrzro, rA:. 9 iL EcoEN�. A.S.S.A. a� * TIUIT TESTING k ENGINEERING COMPANY American Shutter S%9t8m3 HV. 9JJ x t. ma Nx..: "m. In. uE gR,MA C4gpDrs, RNNNN, aJw Association, Inc. , t c �T d axone 1 (301)971-1330 , F.— (3nwi-in, 4268 Westro0os Drive 2 'v in.. .T,m D-O E6rID West Palm Beach. FL 33407 a 1nTc FLOR104 Nc 0 O3 or i© UcE (w IrPMCML) EXW116 moo TRUSSES an RARTER 0 2.' O.C. REOUIREO ASTIM SURTIT /4- Noc YV, I'v111/6' COIN. µAN. IN, ,VSJ-T6 µLa() W/ �J?5/16'P LM SCREWS TO "RARat OR tRUSS .acArz 1AG SCREWS AT AOMOTH OF EMWINO W00 RENDER.. (2, Min NOMWAL ENiVIDTNI W7 2' Div. nOx OF TXRFAOW MAL ASO. DESIGN OA0 Ax 9'-0' MA%. SPAN. TINS ' 1NST L Noa IS ONLY VAMD FOR MOD W/ DIN. MEET: CRAWTY Or am AS DOL'CIA /. -V FIR OR SOUTHERN PINE N0. OR 0� OR EOUAL. r TO 5 I )f f INrE I I I 1 I I I I 2'K6' WIN. Mal ( DECK REOUMM INr1NSN NEDo D) EDGE OF DECK _. IF MPLI(fD E OR W/O H.V. !AWING No 17-107 (11 END INSTALLATIONS n HV BLADE OR Ia WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2^..• 9n `=0 — LQax c•a-�•cs-a•cs END CONNECTION DETAIL 0 a a.l a♦ ai nwox. tan"-� twrc, ♦LVY. p04A M2 hEG2 O CN6N sus ii°"�c ae4 6 ME ��w� awss 21.0 DETAIL X (•NwY/Ml�111V-'A-a• lim}-n.•+oviiiuLauc�l wilmoolow FROM END CONNECTION DEMI 1@ - nw:x. aw,) am so..y —1. rwr +r-o- ♦ SEE UM ATIONS OF USE FOR .ME jl9f ON SHEET 19 G,ss laVr\Q•�' ,.......,"`(��,'� ��cevSF•.• v�, 'P T. 0� i• O cloli T4RC0, �xC, �L TILLIT TESTING. & ENGINEERING COMPANY 2.Association, naM: (aas}sA-Ia» : re, :(sos7e]1-rssl re-oroerw A rcW J"PA. 4e' laial A.S■�7■/I+l■ American- Shutter Syskms -Ina 4288 Weatracdo 04" West P01M Beach, FL. 334G7 ®201] E4itERN MVf SUPPLY, 9:c. - -- ERT ffA WVT. Accordion Shutter System V. MADE Q1 W/ CR W/O KV.. VAND(N/ DARE E. oeunMu : OW ie-Des L,.•tiN P.E. SEAL/SlONATURE/DATE 2 s MSHECT a 18 OE 20 e _____ EXISTING ---I 6 P. to eU TyP. 3 ip ft P I A A y 9 91 9 9 9 8 9 9 9 91 ® 9 9 6 k BCROW eflAEMS) (l CZ ey N. -(9) :27 1 ELEVATION WuN urAwnDK Ta aAs E(TOA{L p: 912T it PSI Bu o AW W DR - - eCR.n -- - t ^1 SIM fecn�CEMEauA}ES �t iR� / W/O (SE L On A PEa2) _PLAN I. MAC AM =ON PREsSUPE R.51WW. ♦110. - ITO Rr.I. 2 W%. SHUTTER SPAN: 96, O. ALL UOUNMNEIS A M 0 e H ON SHEETS 6, >; A$ WELL AS [}tU WMS Y. 0, T. U & W ON SHEETS IB A ❑, ns O EE 4IN ABE � OTRY AT U`1rXR' jsSWE IN, ! CEASE O: NE 5. (a) W WtNWR IADE O SW DM.Y aiD'N A UAMA I OF 5 OPEMN( s (SY N WEsy iql b PER B4 AT SPACINGS SHOMI ON SKEET A. W AIW.. CLfaWlLE iMt�yl i0a OR BOIEDGE �' M/ g1NDON RUDE fo OF MN 3'4 NWF Fca A SiVlE W IV. (MOOR BOR IZ WAGE MUM OUT FROM SIMMERS At EMS MAY BE W (0) W WNOON MADE Q UM BE USED ALTERNATE TO A saUD IN BIODCQI IHRvacHaUT SWRTER's MOTH. (F) CENIERWTES SN41 ALWAYS BE MTA ADIMENr TO A SOUO Try W I AT EPHER BRIE OF RTI. (F) PoLYGNB xvhn M, MNDOW Gai $µyE BE INSTALLED ss TABS FME THE Mma6a aF lHE oPElrlrc B`ES'40 PRONCIVID. w KMDSI, MUSE BE My VADCLED AND LOCFED USING A W SERMC TOW. FRONDED BY A550. WO. 6. En ANCNOR SP*ONC SCHEDULE FOR INSTAt1A71011 INIO WOOD RAVE BIRWWGS ON SHEET 15, AS UUxED Or SPAN AND assch; LOAD (SEE UrEs I k 3 ABOVE). >. SEE ANCHOR 6 MMM 5040VI.E MR PISrOLAIgNs IxiO PWRED GONaiEIE. GR CONCRETE BIOCR WAty ON SNEER 126 ISM Mae, By SP.W AND OESON UIUI (SEE Was I k 3 ABOVE). B. N R-V4 SO"UtAnN TO GUISE stHEWL6, PER AMM 11— WRRIZONf LLIN.'WUMSEPARAIgN iD EVSS 11HRU S A 635• 'i"'•; �. E�S�.,;t/� �, 03a1910.iEC0. mC. ®3017 MYERN vne SUPPLY. M, IEYE• * I LL I E O A c c ■ BERM Acwr/ Shutter System • TILLIT TESTING h ENGINEERING COMPANY ■ ■ ■ an AmeAe $hY}lei $Y91BT9 C H.V. BI/+GE $1 W/-R W/0 RV. NiPOQN EEADE K pE5[dpryOK D E Al CPAWH 6Y: Lc _ Q F a4 ='•.; ? esv x.x. !em s4 m.. vo; xayw cw5as, e(pypl .ula A9sOClallan. In I OED't 5-095 /33/1w/Y]/n Pnom : (ae5Ysvl-1sw . r, (FO5)fin-16T1 ta W�en9 4268 Westroads D_U West Palm Beach, FL 3340, �1-� 3 DRAWING Na FATW A DWI I'.P.G 17-1 O7 aa OF SOLI'/CICMATIIDC/MTC RORCA I. 1 N167 S MEv, I 1/z'. aws• naa r. A$M 1. CPME b Lin, VARIES Goa 5rEE4 2' Muc (q30 06-a I MIN, SEPM TKNI w EXISTING GLAss--, 70 GIASs' 7(SEE SCHEDULE) q , a L * NQ CQNQjjJQNS MMMAE AG ORDION SI' ITrca SYSTEM INSTA ATION W—MLML STUD WALLS I, MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (psf) 2. MAC SHUTTER SPAN: 84' 3. ALLOWED'MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LACK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. \06 00. a6'Ofi. BLADE SLACK DETAIL HVF IS ALSO VALID FOR '• - Vz f2 8 CENTERMATE 2i APPLICATION WITH BLADE IQ w -.�.: ), � 436 SNME a T vARiCS 0. 6 O.C. 6 o.G, M WALL HEADER/SILL INSTALLATION LE%isONG GLASS — — gzr`1� SYMMETRYCAL - .. '.: GIYMUPTPJrAI ' [VIEW Y JS mrslca I,� z.000•M,.,� /�,, T-7 e o¢ 43 t/d"e NOMINA ALUMINUM SLEEVE 6063-15 ALLOY SEPARATION TO GLASS SCHEDULE � s HUM, Ai TO GLASS 1 iHRU 3 i• 4' PtWLICh&LE k SCAEE: 3J8'= 1' e01rOM) I _ _ j v ( Lo:A� AT 12 NV xFADERJSI W05 r/>' NA% Such syJ SIDE CONNECTION TO TRACK M1 Ti(�/� 02017 ➢LlE[0, INC. 02017 VSIERN MLTAL SUPPLY, INC. Y' 1ceNs '••. �' = 1 ' 771L A ERT A H TM Accordion Shutter System lip 'APP TIWTESTING & ENGINEERING COMPANY .S .S .A . American Shutter Sy9}eRIS V. BADE ryl w/ OR w/o Nv. vnravW GLADE N, a 6CSq?flpl 6•rt 61uwn ee q 6:M.a...]bn.,6t. M..]ux "RG.N, u6rere. 0aa0. ]]I< Association, OLD Is -Gas i]O.i6m1..i5]0 . P.: MGS)BFI-lUt 4266 WC§Lf0045 Dirve 'F •.�Dfl4�t':'��f`',.` q1-aa66>r6 West Palm B¢Gch, FL33907 • DRAWING No WKSER A iRN Jr: C.E ' / — 1 O•' • � EtT aAM