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HomeMy WebLinkAboutSET UP-INSTALLATIONY GENERAL NOTES: 1. SERUM N.V. ACCORDION SHUTTER SYSTEM SHOWN' ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VEWFlED FOR CONRIMICE IN ACCORDANCE WIM PIE 2017 (SIN EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAN BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. DESIGN YANG USAGE SHALL BE DETERMINED AS PER SECTION 162. OF ME ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE 11R501CTIM WHERE SHUTTER MLL BE MSTAMEO AIM A DHECRQ. FACTOR Ka-0.85, USING ASCE )-10 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15. 19 h 20. W ORDER TO YUGHTY THE ABOVE DOMINION. ULTIMATE DESP.N WIND TOMS DETERMINED PER AWE 7-10 SHALL BE FIRST REDUCED TO RSA. DESIGN YAIN LOADS SY MVLnKWNG THEM BY 06 IN ORDER TO COMPME THESE VI/ MVI,., (A SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I MRU 15. 19 k 20. W MOM TO YWFY THAT ANCHORS { CHORS ON S P0., AS TESTED, WERE NOT OVERSTRESSED, A 33 M INCREASE IN ALLOWA9IE LOADS FOR WIND LOADS WAS SED USED IN THEIR µALYSB BERTHA M V, ACCORDION SHUTTER SYSTEMS ADEOUACY FOR WINO AND WiGE MISSILE IMPACT LOAD HAS BEEN' VERIFIED W ACCORDANCE UNN SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER AN. REPORTS: IBAGE 0 ➢CO1401-03, IOY 15.01-01. 11004.01-05, 11214.01-05, /031T.0Z-O8. /0009 M-10 AND j'0210.01-11 M PER TAS 111. TAS 202 AND TAS 203 PROTOCOLS M 10 AS PER TAS 201. TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -NV WINDOW BLADE ® /0503,01-00 AS TAS 2.1, 202 k 2O3 PROTOCOLS AND 0720.01-DTI AS PER TAS 202 PROTOCOL. 2. W BLADE 0G AHD IN WWOOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH MEN OTHER UNDER ME GENERAL MUTATIONS AND CONGRUOUS M USE INDICATED ON SHEET 19. 3, BERTHA N.V.. ACCORDION PINS (NV SCREWS). V5E➢ Al B4DR KNUCHLE µ0 FOR OWECI MOUNT CORRECTION 10 TRACKS SIMLL BE / 1-1175 AND / 101.14 RESP CD MY. 410-Ni IN.... SERIES STAINLESS STEEL SCREWS CORN Ma IN YIELD SWENGM AND IBD III TEMILE STRENGTH. PINS SHAM. BE COATED MGM SCHISM DFCROSWEID COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATIONS. RE06TERE0 YAM NJERCµ SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR ME HIM AUAKWC ON MI HEAD. 4. µL ALUMINUM EXTRUSIONS SMALL BE MPMWUM ASSMPTpN ALLOY AND TEMPER AS INDICATES ON SHEETS 2 AND 3. MINIMUM WELL SIREICM FOR 61163-16 ALLOW IS 31.1 ktl µ0 35.7 W FOR 6001 ALLOY. 5. Al SCREWS i0 BE STAINLESS STEEL 304 OR 316 N51 SERIES GN CORROSION RESISTANT CURLED CARBON STEM AS PER OW WENT WITH SO W MW, YIELD STRENGTH NIO 90 W NW. FENSLLE STRENGTH AND SEAM. COMPLY IT/ ROWDA BINDING CODE SECTION 2411.314. 6. SOUS TO BE AM A-307 GALVANIZED STEEL. OR ANSI Sw OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. 2, SEE ME FOLLOWING SHEETS FOR ANCHOR SPECIFICATION£ IN BLADE Q : 12,I3,I4,1,A,15 AND 20 HV BLADE QI k Q WORKING W UNISON: 12. 13 a 15 0. THIS BERRA HV. ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT /0-279,582. COMPONENTS OF THIS APPROVAL µE COVERED, IN WNCLE OR IN PRAT 81 U.S. PATENT /5-45u.179 REPEL TO EASTERN METAL SUPPLY, WC, 9. T SMALL BE ME RESPONSIBILTE OF ME CO RRI,CIOR TO VERIFY ME SWITCHES OF THE STRUCTURE WHERE STUTTER IS TO BE ATTACHED TO INSURE PROPER µCHONAGE. CONTRACTOR 10 SEAL/CAULK ALL SPURTED COMPONENT EWES WHICH REMAIN. WHIP FASTENING IN WMINUOUS WMACI HIM THE BUILDING TO PREVENT WINO/ftN INTRUSION OF EACH UMi MUST BEAR PEAMµFM IABR IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERI00S OF HURRKINE WARNINGS HOMTENANT. E GAINS. OR OFFERS, MUST PROPERLY CLOSE ALL HV µ0 XO CENTIMMARE5 AND ENGAGE OR LOCK ILL HY AND 10 LOCKS. 1 T. SHUTTER MPNUFACURERS LABEL SHAL BE LOCATED ON A READILY VIS:BIE LOCATION AT ACCORCION SHUTTER W ACCONDACE WISECTION 17M..3 OF MOQUA BUILDING CODE. ONE LABEL SAL BE PLACED FOR EVERY OPENING, ADDING TO COMPLY WISH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA LLV. ACCORDION SWONER SNERM5 WERAM TON SINE COMPLY WITH SPECS INDICATED W M5 ONWARD PUTS Nry BUNM.G AND ZONING REGULATIONS WiPADED 8Y ME .MWCUOR WHERE PERMIT IS MPUED TO. T3. (U) THIS P.E.D. PREPARED BY TINS ENGINEER IS GENERIC µ0 DOES NOT PROVOE INFORNNOW FOR A WE SPECIFIC PROTECT: I- WHERE ME 511E COWNW5 MAX {ROIL ME PEG. (e) CONTRACTOR TO BE RESPON51BIE FOR THE UIECTIM, PURCHASE AND INSTAWNW INCWOING LIFE SAFETY OF THIS PRODUCT. EASED ON THIS P.EO., PROVIDED HE/SHE GOES NOT OENATE FROM THE CONDITIONS OETANED ON TINS DWUMENT. CONSTRUCTIM SAFER AT SIZE IS THE CONTRACTOR'S RESPONEURMY.. TABLE OF CONTENTS AREA 1 • HV BLApE5 (7 & AA GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 ARE4 2• HV BI ADF n AND HV WINDOW SHEET 4 B AnF s MERE APP ICARI E� TYPICAL SHUTTER ELEVATION M NOTES ON LOCKS SHEET 5 INSTALLATION OETATIS A-F, CONCRTE/BLOCX SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BIDCIt SHEET l CEMERMWE DETAILS W SHEET 8 CENTERMATE ALTERNATING DETMI HV SHEET 9 END CONNECTION DETALS 1-6, CONCRETE/BIDCK SHEET 10 MAMMUM SPAN TABLES SHEET II µCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDUI£- CONCRETE SHEET 14 ANCHOR SCHED IE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE —WOOD SHEET 15 MSTOEIAPON DETAILS M-R WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 10 END CONNECTION DETAILS 7-12 h X. WOOD AREA 31 HV WINDOW of ADE FAl SHEET 18 ONI Y TYPCAL SHUTTER ELEVATION AREA 4• HV WINDOW HLADFin oNj SHEET 19 Y INSTALLATION DETAILS, METAL SAID WALLS SHEET 20 (s) THIS P.E.D. Wil. BE WNSDFAED INVALID IF ALIENS, 6Y ANY MEADS, THIS DRAWING SHALL ONLY BE USED TO (a) 511E SPECIFIC PROACTS SPACE. BE PREPARED SY A FLOWDA REGISTERED ENGINEER OR ARCHITECT OP. DILL BECOME THE MGx:EER OF RECORD (TOR) FOR ME PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR ME PROPER USE OF ME RED. ENGINEER OF RECORD, KTWC AS A DELEGATES ENGINEER TO ME P.E.O. ENGINEER SW11 SUBMIT TO THIS LATTER PIE SUE SPECIFIC ORAMNGS FOR REVIEW. (e) OUGWAE P.ED. SNAIL BFM ME DAM AND SHMANAL SILL AND SIGNATURE OF ME PROFESSONK ENGINEER OF RECORD THAT PREPARED U. Ok A. r I ' FLORIDA BUILDING CODE (High VQlocit Hurricane ZONE P P .:.......... . A V rSA[`'•..�AQ L 02017 EASTERN 1aEfA1 SUPRY, INC. t` ;. BERTHA HV,. SCANNED �L�� p ,N�. A�S�S�A� Accordion Shutter S stem BY F=�� HV. BADE B, W DR W/0 HV. W BLADE COUfI 9 0'F American Shutter stems INN. escRrnex wrz h, j Q,j TIWT TESTING A ENGINEERING COMPANY S DwwH Bi: M,L St. Lucie •7 �n':A�:ORI N :' 44 I No, No.. sMN. sL, EW. wAIlxu ows, Nn ro vIe Association, Inc. I OUR IS-C. VOW? wtc Da/02/17 {� ........ PNIna : (305TBT-1530 . fa+ : (305Ja)1-191 4268 West Rocds Drive e ISO N� v- U. Wmm9aatun West Palm BeoCN. FL 33b> DRAWING No MALE .• ®-DW6n9 Pnone: (000)432-2204 . Fox: (3 )209_8380 4 '7�'11 ^ WALTER A CHIT L. PC P.E. EFAL�SICtUARE/GATE MORI Us. 1 4A16) TW WVERc'��'tllIB6R1lZC6TEMi-A'T4581 J9 l'�rI HV WINDOW BADE- UMITATIONS OF USE OF BLADE (DON SHEET 6063-T6 ALLOY AND TEMPER 3.5 A. 610' 2.226' 0 0.0] • ... .... ... ,-"HV ADJ. FLOOR TRACK OUAUFIED FOR USE W/ HV BLADEnT 6063-TO ALLOY ARD TEMPER L91 J' _063' O6p- O60' 1: - �y �6TB 1666' �2. U 1) HV CEILING HEADER OU,,FlED FOR USE VI/ HV GLACE; ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MNNY1- TMNI 1 0081• 31, SIDE ANGLES OUAUFIED FOR USE W/ HV BLADE IQ 6063-T6 ALLOY AND TEMPER r� T 1 999• �3�HV UNIVERSAL F neraa OUAUFlED FOR USE W/ HV BLADE In 6005-75 ALLOY AND TEMPER 3.22fi' 1. 00' O65' 89]' t,Z)HV ADJ ADAPTER W/L)v QUALIFIED FOR USE W/ HV BIAOE D 6063-T6 ALLOY AND TEMPER V WES a' 1.915' g'. _SI 083- m .IPo I I � 060• of �( Gw• 352W HV HEADER/SILL OUPLFlE 60633RT65ALLO AND TEMPERvONLY ALUMINUM ANGLES QUALIFIED F06�� USE W/ HV BIADE (1 ONLY.. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR US�E W HV BLADE (II 6063-T6 ALLOY AND TEMPER ?Y ]0 0]2 SI O i o A15' 09 ' 143fi' �HV WALK —OVER TRAM QUALIFIED FOR USE VI/ HV 6063-T5 ARLL�OYEpCf TEMPER L8 8' a' Oy - 093 �I e]9 29' J 113 BQ—CEILIHQ H ADER/cN 1 QUALIFIED FOR USE VY/ HV BIADEr SEE SECTIONS FOR VALIDITY. 6063-76 ALLOY AND TEMPER CANPONENT A B TI IT IJ 2 (5-NA I[. 1/e• 11/B Y S' NNI. 0.192 O.L92' 2- 15' MWc 'i >°• �L * TILUT TESTING A ENGINEERING COMPANY e3v uN vw.. M, M. a wr 4A Hasa v Pnw:.: CO5)6]I-u30 . Eo.: (3O5) ...... L-mo5:l:femoaoicwn L a EB-OW6JI9 wµ]E9 A fUL. P.E. ATE navy uc. I 406] 491 I �a 5l HV BLADE I 6063-T6 ALLOY AND TEMPER 26 991' I B]Y B42 ,2 .920 U HV TRENCH TRACK OUAUFlEO FOR USE W/ HV BLADE In ONLY. 6063-T6 ALLOY AND TEMPER VMiE9 1.936' .09 ' I .p93•.oI I mi R' BtiJ 14 HD WA uFAD R/SILL QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER % Y t -10 1 2' 1 2• 0.125' r 3• 10.0.90• 20CORNER POST b-6ALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association. Inc. 4268 Weal Roods Dnre West POim 904oh, FL 33407 Phone: (800)432-2204 . Far. (561)209-8360 (0 HV RAINGUARD QUALIFIED FOR U$E 1V/ HV 6063-T6 ALLOEp ID TEMPER FLV. RAGE DRAWING No 17-122 t s] - V 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE)& NA' ONLY 6053-TG ALLOY AND TEMPER � aJeD• PVN "� TRON1 EL£VI.i,. ;27) LOCKER FOR "T" LOCK CENTERMATE OUAUFIEO FOR USE W/ HV SLADE 1QONLY 6063-T6 ALLOY AND TEMPER 61� g Der j � 1 OUAUFIED FOR USE W/ HV BLADE J8: 6011 ALLOY AND TEMPER vANIES 12' IN (s. DEiN46) m PSIS ® LOCKING RODS OUAUFIEO r E G 6063-T6 ALLOY AND TEMPER 95IINSTALLAT10N WILL REQUIRE A 7/16- HOLE GRILLED AT TRACKS FOR PROPER EMBEDMENT otr /%q[ CIST " O I My f2 m.I InPVDDI [ vs A fia5➢ PARTD — �awE59�IDNN 'adl Y nI .31CN.P[N8 BRASS tYwU@ •-deRA Y•� PI k x. (CWOYE ��� n -� lTFl C R �*• _ o// .�' I.s:r — �'I CIS HV R lF N 0 K QUA ED FOR USE W/ HV BIADE11 & ONLY � a0 QUAL!FED FOR ,U�.SE W/ HV QUAUFlED�EOR USE 1V/ HV 6063-16 ALLOY AND TEMPI 1�3) C`O p D BIABE QI & 4 OTA BLADE( ,,g,' ONLY. O�OAUFlEO FOR USE W/ HV BLADE 1 ONLY 25V o.e, ] 6063-T6 ALLOT AND TEMPER " 10r LJ5PLA ' .9 STIC NFAD 4045- 21_ MOLDED T01 9 753' 61 n' n 0 L"M•'aA . .M n e25' " BEFORE RNEDN AFTER NMFpNC y5 1 /4"1 x 3/4 R "I .? S.S. THUMBSCREW 1/4"0-20 RIVNUT4 m m ACRES 9tN µ... Oddh-13 m u m DI] VALE NNLE Thana 82 . SHOT NUnERJ, My t DI A5 µµVxCIURFD 9Y AWIL i HV MALE "T" LOCK C NT RMAT ae ° Oe—�A11—an, PNi3NPFNY, R. tOsiY mast OR EOYL OUAIIFlED FOR USE W/ HV BLADE(ONLY HV FEMALE "T" LOCK NTFGII4TG HV "T" LOCK �9 HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE W/ HV OLAID �1%ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-16 ALLOY At' TEMPEF W/HV BLADE Q ONLY. BfADE G1 ONLY. 6063-T6 ALLOY AND TEMPER 1 �i6) HV 3/8"0-16 A( HV BI ].I61 e6j�' 32 III t"J HD CENTERMATE'S INC, PERT OUAUFED FOR USE W/ HV BUYDELJh llly 6063-T6 ALLOY LI10 TEMPER 21/2- -;;E [SA HV 1 /4" 0-20 AISI M4 SERIES S.S. THUMBSCRFWS OUALIFIED FOR USE W/ HV BLADEiI ILTTll - TILLIT TESTING k ENGINEERING COMPANY 65m N.", JeR. sl.. LI _D5. lxewl. rvrtews. Doode Phone : (]05)B]1-153U , Fat : (305)6J1-I531 e--;I: 1111—Dew.wm EBW -D6T19 a". IA A 1RY. PE ® HD LOCK BY REGEN] HARDWARE AICRR LGCKSL QUALIFIED FOR USE W/ HT CODE A.S.S.A. American IDL! r Systems Inc. 6268 Weft Road a Dive West Palm INI FL ]]AO] Phone: (8001 . Far. (661)209-6]60 REvAssociation, tDL 1 ] 5 t DAI on, 1A..125' Mea. q ! INNNfiNRN CvurvDER OR NEY I,] u CJLNOER 1.]8 Moa. DRAWING No 17-122 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV O W BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES e.870-x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN V// #8 HEAD s ®3 HV 2 3/4" ACCORDION PIN TV/ #8 HEAD M ® POLYCARBONATE IMPACT RESISTANT IN WINDOW r R, WM(fl QUIREMENTS Al EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV © BLADE. s (2) HV PIN ®hIAY BE USED IN LIEU OF Iq AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET IL ECO t.ac. 5 •'�/ JI ♦'I' TIWT TESTING &ENGINEERING COMPANY ss P •'•. F r •W¢ p e a xe. xs.. sn.M. s+a.m u.u.n. Nn.m.. m .1,poa)mI-Imo. F..: (305)m1-1531 '- `r'S�ONAI Ea-.00s71. ••'" WILIER A 1 .. p E I, GGL%81GNMIIRE%ROTE RONOs uc. 6u0E'S -,j JJ y j KNKKT MTPORT eu 4 z 1/6- xw. / Ns' ml CUM SCry SCW,,II BMUC MADE OGENil16 t �— ON 'RIOR Ofi25' BU➢E .C625' trrtax v-. '0535 0635' �� \�• •e_ Ir sl 12- uw. aua¢ u HLSINS, UV -STABILIZED GRADE TO MADE Bmmu I INNOVATIVE PIASTIC LE%AN 103 (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 nrraL rxnvulm �` sxw® Msvuz e sN.mxs6 M�3E. YEaauViL N ulu W.1 .nu ieM' 6n.3 mAn' vmu nsu smurcsx .m owe ..sm..s u rmu .sn mw 12 a ..L u.m a i1FMiLL uoY4V5 ISn DM ].gtPo ...:. 315A r.l xmcnso va. tmc-avew,.auae� ♦sN e3:s a n-u/• �> rt-mM SYOE hMir enu YID,3 x er] a uu a Ew.m.c n .wa -� anz ays 1su omv 1.w T a eo s ewlumlun .m ma Iv:sac snn.:w .rim emwxrc ee.o .++ ma+s snsss 6ssrFs w.novrc .su nu etas ..4 eu...L A.S.S.A. AmerIcan Shutter Systems Association. Inc. 4268 Wes( Rooda Onve Weal Palm Beach, FL 33407 Pheee: (800)432-2204 . Fos: (561)309-S Ma To DRAWING NO 17-122 SZ. SEE END —1 CONNECTION DETAILS ON SHEETS 10 & 18 TYR. FULL HEIGHT. FRI y I � I I `l. �7� / � � I I I ! Ir,.rsa�.•ggs�2. III T _ 6yII m1 Iv1? a'�y'�on& 07nCg�1a 101 • @ UO•S��5m�7•t�•'3�19.(-son •(� •I�411.L71. LJ�m +NOTES ON HV LOCKS AND GENIERMATES, t. MANMTRY COROIFRjO,N 01. ONE HV LOCK (5 Rr @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BI�jO or j2 OF SHUTTER SPAN FOR SPANS UP TO 105% AND FOR INSTAtWONS AT ANY ELEVATION. HV LDCK I�j �i' MAY BE USED AS AN MODE OR OUTSIDE LOCK, ATTACHED TO 2U OR CENtEfllMIES W/(2J 1/4'm-20 x 1/2• LONG FIAT HEAD S.S. M.B. LOCATION OF LOCK SHALL BE µ MDIGTEO ON TYPICAL SHUTTER EIEVATION. 2. ❑MREB MµOATRY rnmDmO. /9 uxou.m m ............... __.. _ LOCKING OR ASHALL BE ATTACHED TO BE IIRED�F MµYMA µDGIA IN AW� TWO ME 5 ECIFICATIOALLATAN A5 PER HV LOCKj 2�1TES W1 .:a MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHPEL BE AS INDICATED ON TYPICAL ^^E3 ,,,,•,,,,r SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE /3 ON SHEET 12. —"4vtl 3, � IFED DESIRED, FOR BERER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV LOCKS , 2 OR &,§ MAY BE USED AS µ INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES YET: /r �5 OR q SHALL BE AS INDICATED ON NOTE (I) ABOVE. LOG ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -� BL LOW IP DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR µ ALT[RNATIVE DEVICE MAY ALSO BE USED AT STACKING POSUION (NON HURRICANE POSTION). 3 S. MAANDATORY CONDTION /2. ONE HV LOCK 9( F5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Aqqqd AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 1_4 r @ SHALL BE USED AS AN OUTSIDE OR INSIDE LACK. w g ATTACHED TO n3 CORNER CENTERMAIE W/J2) %Z o-20 x 1/2• LONG MT READ SS. M.S. TWO LOCKING RODS g Fu€ AT TOP & BOT7OM SHALL BE USED. LOCAT ON OF LOCK SI BE AS WDICATED ON TYPICAL SHUTTER ELEVARM. E^ MAXIMUM SHUDDER SPAN SHLLL BE DETERMINED AS PER SCHEDUI SHOWN ON SHEEP 12, ��> 8Oil •ONE ALTERNATE LN LOCK MAY BE USED IN UEU OF HV LOCK or 5 FOR ANY SPAN µD INSTA TIONS AT ANY ELEVATION. AL ERNATE LOCK :§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/1.O-20x3/4• S.S, THUMBSCREW T a OR @ CENTERMATES SHAM. BE MADE W/ 1/4•0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION RVE, SHEET 8. ONE LOCK SD BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. %. MANDATORY CONDMON 43 EOR KEYSDQNE • ONE HV LOCK gi or ,Ay Or 8 SHALL BE .JcY USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR SPARS UP 22� TO 88•, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOOK 0 or 5 er 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATLACHED TO 6 Of 0 SYMMETRICAL CELDERMXTES W/ (2) 1/4--20 x 1/2• DOING FLAT RM S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. W/ CENLERMATE +bO7ES ON HV T LOCKS Nn eeurrou&rae. WINGNIR AND B.S. MUST BE . 3/32• N OR 12' (B�•li 8:w it9 •,--a4v ^ �o.(:.� +NOTES ON HD LOCKS & CFNTERMAT S TYPICAL IT) HV BLADE SHUTTER ELEVATION N.T.S. ONE ALTERNATE HD LOOKQ MAYBE USED W LOU OF M/ LOCKB,u OR FOR N11' SPµ AND INSTNIATION$ AT ANY ELEVATION. ALTERNATE HD LOCK 1(�4 MAY BE USED AS AN WSIOE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK (TA TO 0, IB W/ 3 /8 x 3/8• P.N. S.B.U.S., µ0 INCLUDES REINFORCEMENT INSERT 0) AS SHOWN ON SECTIONS HOB-HY�µO OC-NVC, SHEEP 10. LOCK MAY BE . AND IED AT M105Pµ OR 12' MAOMIJIJ BELOW OR ABOVE MODSPAN. USE OF LOCKING RODS T5 IS CONPL£fELY OPDONAL rlil//////Arrrr��r+I 1Pty,P ,.......... q /� FLORIDA BUILDING CODE h elocil Mrricare one " \CENgF•._ i 0 2017 NSTERN METAL SUPPLY, WC. �+ A BERTHA HVTM E C O INC. A�S,S',A� Accordion Shutter System OF HV. MADE q1 W/ OR W/0 NV. W1 IDOH MADE TILUT TESTING & ENGINEERING COMPANY ATBTICOD Shutter S`/9}BRIS 96v.He 9[sGnn9H IUTC pMwx eK uL '. �,�•'., F/n�^ :'R ui mf 1x<.6 SL 0. xa MR� OO,K e, Rgtl9A,91e A9soala}IOn. ITC. 1 oLo is-wo a/oz/n mre aeN2/M •, s1� ,1Y11 Poon.: (=M71-IA9. Fa.: (MIS)9TI-uJl 4268 WOd I Of Bav¢ mom n1:.moaol.wm Welt POIm 3..0, FL 3340) DRAWING ,` /ANAL E1,�t P11 No FB-O996Tt9 Ph.r.: (800)432-2204 . FOx: (881)209-e]80 -/ WW111 A 1 R 1, PE 1 / —1 ZZ �.l� P.E.•SFAL%'S18NAiuR/GTE FLORIN I.c. / 44167 POURED- POURED PC CONCRETE COxMU \ CCNCNETE OR CONCRETE BLOC( flEOVIq _� PEOVWm CONCRETE ANCHORS R[OUIREO 1/Pp-PO.D/H' S.S. Sr CONCRETE ANCHORS n(s" SCHEDULE ON r-N—^' ^. CONCRETE ACHORS rM HINE SCREWS \`ram SNEET IJ) (SEE SCHEDULES ON W/ 1/6'-20 (SEE SUfEWLE ON SMET 1!) I" ! sNE TJ a uq xms D 12- Ac. 2OR-14 M,n EO EO MACHINE SCREWS __ USING 1/'-20 NUTS _ 19 -EO ED rr E. 0 • L / r.250" MC.. C . / r3 0' Maw. E 0 / I —© On O$ NSQ t� � � l i / TO YPM4nfN .. OPn(INA r TO(3�E[EiBii (' r IAIN SEPPRA¶ON - 111 E9PL OYNO i 1 OR Y * TD clwss ExISTNc s1EET T9 i1K i MIN. 5fPA TIGN EASnNG� (SEE SSCIILETOULE ON GIASS-� OA d J I —(SEE TO GH ssE ON I 1 GUSS ) EYIG�� SKEET 11) � (� HV WALL HEAD R IN TAL eTION O HV WALL HEADER IN5TALLATION G HV WALL HEADER INSTALLATION CUSS EAmxc Gloss —I wN sD'AwnIN�' i to Cuss (sfE )OR ExIsnNG MINio clams DN 1 r11E➢IEE x�T I GI/55�(SEE SCHEDuI£ OI 11 FOR 9P)E(Jhr fi MIN. SE➢PP MN SHEET 11) 1: On SIEET 19 i0R TO Cµ55 (SEE SCHEDULE Ory / _ SNFET I1),., �( / I�_OPIgxAL / � ! " / I IH F OPnOWLL 1/A'`E 0.'% E. D..' / ii EOJ; H A O3 rn@ �./ rt/Y w 13 m 7© E i EO �-- \-12 aR1141 i' L' L" .� 1Hb-2m!/N' S.S. I� / \ ! EO EO � �� USu+G L�.� �� CONCRETE MICNORS �1/4 20.J/N' S.S. PHOLV'S -CONCRETE ANCHORS J - I© 1 B / L 1' 1/N'-20 NIPS 0 12' O.C. (SEE SCHEDULES ON TRUSS HEAD MACHINE SCADS 'Min. POURED CONCRETES SAFES 1J & M / / 20 nuI$ O 12' OC. POURED CONCRETE J (SEE SCHEDULES ON • + ;" IV 1E•- OR CONCRETE BLOCK SHEETS IJ 5 14A) ,p..J� 1 ) WAL REWNED •1 ( �E9NCREIE I.NC.CAS OR CONCRETE BLCGt (J HV WALL SILL INSTALLATION (sEE SCHEDULES ON REauwm- P.MMO CONCRETE 1NEETS'6 M IM) �'HV WALL SILL INSTALLATION OR CONCRETE BLACK wPu MOWED IJ HV WA SILLINSTALLATION IN07 FOR QMONAnnN OF arm ONS: I- SEE s„EET .TOR TWICIL S„UTTER � E D. � EWE pSTPNCE INSTALLATION DETAILS W/ ASSEMBLY (SEE SPEU"Co E ON SHEET ll) sEE LRI ATIONS OF USE FOR /�'` 3- NOUNTA SECTIONS CAN BE CONBINFD BVDE IP ON SHfa 19 �I / HV BLADE N Af( NAT TO SUIT ANY NSULUADCL 1 j1rF' �•W1, , FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1j11 Py /s 0 2017 EASTERN METAL SUM, IN,............ ,>csroSF':`� =, BERTHA HVTM t `ILC O A■S.S.A■ Accordion Shutter System �? H.V. HAl)E 1 W 17R W/O HV. W1N%TW MADE 'o t * American Shutter Systems Revxe OEllwvrl0x mrz OP..'AN In: ML 9$jA -- TILLIT TESTING a ENGINEERING COMPANY 0,4.. '< IDv rr.W. 11 (305) N. 00s, Y. F- cwOmy 1-153 a]rr 4268AssWaston.ad Inc. 1 olD n-WD \t PM1rnA : (!OS B]1- Po2(1] W1E; c0IO2/IT p(. 11 : t510.... ; (!0.5)BT1-IA1 4YB8 W B Roads D334 ........'• 11 -ma0: urz<moaA.cmn WAst Paim Beach, FL }E40] y DRAWING No - ly/ON E"�'j� r111 [B-cWaTIB Gpone: (80D)132-2204 Foc (S61 )L09-8]80 MFUIR A Mo. JG P.E. P.E`��}{4IDRC�MTE r1ARp uv. / xaeT ! SHEET E R OF 20 POURED CONCRETE RECURRED I CONCRETE NICHOFS (SEE SCHEDULE ON SHEET 13) / EDGE OF / / STAB 8F T-E O.x - µWGBIE "ISONG GU s 8➢rAapl L Y_-I'III ;IFIIiIL+Cjj'fJ)} C^2' HV CEILING INSTALLATION IN J 7 l FOGE LF�- I Vtl D I/ PuvslL � / `EO OR('�' POURED-/ / �• CONCRETE 9 TEK SCREWS 0 12" O.C. -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) / t �/ EO su / M0. (I HV FLOOR INSTALLATION t EXISTING I 3 IXIGNSS� I.nrvTO GLASS CLt55 �L _ --(SEE SCHEDULE 0 V ` r SHEET 11) 9 3 /14J/4" ITEM HAD.. TER SCREWS 0 S" GO OR 1/4"e-20 SS. Y.S. vt/ MIi p 9" O.L. --tl DR ZY E. CONCRETE ANCHORS I-- (SEE SCHEWIE ON SHEET 14) I/ O.C. �/I SD.S. It (.• I C. I EO ED EDGE OF iPSm FLbw _/ 1 UE E (P EURO D L/ �_ per/ I CGNCREIE RFAUWED [,MT HERO CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) O HV WALK -OVER INSTALLATION CONCRETE ANCHORS SHEER 1NIOkAl1 )N / / E WN. SEPNUTON -- TO G�S,b —(SEE SCHEDULE 0 ' SHEET 11) I HEWS ,. H) 15C�1W SXFEi ) EDGE _( rt D PINCRETE WFEO MT HEM) CONCRETE ANCHORS EOUIREED (SEE SCHEDULE ON SHEU 14) TTRENCH INSTALLATION D ONLY FOR UP TO s70• -7S PSF A.S.D. DESIGN PRESSURE RATING 3: MR SPANS PER SCHEDULE /4, SHEET II r--CCNCRETE ANCHORS 'SEE NOTE 13(E) .L / ^Y POURED CONCRETE (SEE SCHEDULE] ON ON SHEET 1 V `�X O 90 /4' GH. S.D.S, ` f, f+ - /'`% o w OC. " tW MH SR,x Nµ _ 'L.00" �wAL OR LONCREK 6LOCK REBURIED SMEES 1] tr 14A) POURED CONCRETE— EEE NONE 13(p) ON SHEET I MIN. '1]' ED. iRw DECfp1fi{ sDL) ALJ POURED-j SEDGE OF � I HV WALL FLOOR INSTALLATION OR CONCRETE BLACK I, ' MIN. CONCRETE SAD IF , _PoDAw caxcRflE REO D ROMPED APPLXDUGE (.j HV RAINGUARD INSTALLATION t rJ HV WA WALK -OVER INrTA ATION NDiE: i K Y TON /MO NTIN INSTALLATION FOR rouRiNnnw of srrnoxs: x E. 0. EDGE DISVNCE iEE SHEET 4 FOR IYPIC0. SHUTTER YELY (SEE SPECInfATiONS ON SHEET 13) sOUNTDO SECTIONS CAN BE COUBwED iH15 INSTAWTIpr SH0.L BE°mr REND=E WHEN PERfORNED MJACENT TO uN OPERABLE Elrt • S`'E UMj`AtI0N5 OF USf !OR OR ENIIWNCE &POE vy ON SHEET I8 INSTALLATION aA�M w AST. Teaar PR --a- ixullEn SPp e'-T" DETAILS W,/ (f� HV BLADE IN ANY WAY To SUIT ANY INSULWON. YAAYA 1 ... cer;SF'•�? ` / J EOF , yr '�rAM.J41Wl4[W4AMx �L� TILLIT TESTING 4 ENGINEERING COMPANY'0 upon, : (305)871-1530. Fa, : (103)871-1531 -mvx Wleco¢g.,_ w41ER 4 nWl1a. P.E "RDA uo. E 44167 FLORIDA A.S.S.A■ ShuHer Systems Associcllon, Inc. 4268 West Reade "`ay West POOR Beach. R JJ407 Phane: (B00)4]2-2204 Poc (561)209-0380 BUILDING CODE Hi h Velocity Hurricane Zone 45 2017 EA51ERry METM_ SUPPLY. WC. BERTHA HVTY Accordion Shutter System HV. 9DDE ql W/ ORMWMMDEAmerlean RLv]Io TucaeimxL 1 mD 15-aeo 2/17R1 q Il "GP1 1 o�ss�Q� ZP"E.•8FlT;j5tG1?AjURe7D a 5 0 D END WALL CONNECTIOETAILS ON SHEETS 10 ORS M' LOCRwG RO85 ]©, IN w IOCR® a, SRELT J. .! ��DE N INSTALLATIONS W/ 1 HV N LV55 oUT 9n **-RN%TE ; /r-'E%ISNNC JUC% pENIL _IS V:,. FOR OLLBLADE W HV CENTERMATES MeMEs%PPooashh, *%pEo 10,®w@.®a©.©,.OR SEE END WA ONN CTION rIXlsiwc GLISS ON A115 cHEETe 70 h 11 v- - - _J r.ta/e-.°'-a- 6J-i6 e w 9• 19 • a 9 J t/{- ]' fit/1' t 02) /4'0 H4N. awRST000NrnETE I _ --� ]- 1/a' R°®•®/ OPPOSING SYMMETRYCAL (ISo TU* /i' S.N.S. TO CUBE / O.C.4 eR It" IL.]{ CENTERHV LOCK AT o T S MIN. SEPRRpiION O.C. EULL IENGHi.. f+cu µLA_ (typ)C 5 i / W/ HV LnCK or 2i �* mess (SEETSHEE11) ON ®^ �\ 35 * IN iW. ___ _______ .__ ___1___—_ __- __-_ Q«�a©,pa©a1o.®m V c� Q J \� HVB oUT @. 00 HVC ®000- HVA © e 10.a« °c®a'©•O�O O O PoUREO CONCRETE OR ? 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WLuu: (303) � ROPM Jll6 Poone : (]85)ell-ISJo , f'a.: (]mj6T-1Jll as'.6]18 .1, "'UT NRIEA A IRN 44 67 ROR9A Lic. / N18] REvxo pEJC RO wR aax e, ., (w%wn r»: µl. , I 15-Os °ID 19-p60 6/pE/1 0.VL p9/pr/I 'y GRPWINC No 17-122 { 6 SHEET B OF 20 ° ALTERNATE INSTALLAIJON W 0 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 & LOCKERS V W1 (1) HV BLADE SEE NO CONNECTIOM OETAI a ON SHEETS 10 B OUT IN r)„I�LnsiwG n.<. I, an. - svrx cnwL xw, mcu,Eo on ErKEI e, � ®�©�O iJ O•®� �WLLL.sYXVLxSKSLNTI4E"GLm�,Xt�-�«�. i '• B e• I wouw a iMs We wr I usLo mX Ixs X. I LIO afi3�a6�i•E4.A91.A3a :xsiuun sEr sxnnxro,X w• 6 R sLL norE a LOX xv Locn� . r wcx, w sxLET s. f S.-IZS . IJ46.W GOn-1J s.. L49GE se., iWX SXEfl HYRERS. PIN, / On20. u uwurWauxa w uaW rJrtvNr iLY,O@1. Psouo,PEM. MM JtlSEY 0)ON EOLLLL OP `------ ---- " ten. SD Hv "T" IN s ©D HV "T" LOCK (OUTSIDE) >a -© -,ar OUT 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. SY; Irl L TECOm,. OS- TILUT TESTING k ENGINEERING COMPANY GIBS X.W. ]ON.:t, so. ]., N... W .'s,. RMM Jl 54 Peune : (105)571-15.0 . ro.: W.06719 am `�`� �51 [8-0006A8 FA 5 IpTUR?tpsTE ILTER s nUR 4Jr 4 PE noXiw uc. 1 4e56> INSTALLATION M HV BLADE W/ HD CENTERMATES M , ag �0 ---IN--- (u 1 HOB—HVB OUT twnwao HD —HV SYMMETRICAL HD CENTERMATFS SYMMETRICAL HD CENT RMATFc W/ (ije LOCK (XT RIM W/ & LOCK (INTERIOR) 'x ]FL Wn5 M :u4xNG pYs® a x0® IPYS W f� umiJ�4 ,1gnM N➢•QRS.i:So-xN B X& Nx.YI [EXrtIW.,55 u TI SVKm A.S.S.A. AocOraioN/ American Sh MNer Systems HV. aura H/mE 1 W/ OR oLsaurwx Associclion, Inc. 42E8 West Roo' OMe , 1 oln ,s-oso West Palm Beach. R 33407 Phone: (800)432-2204 . Fax: (561)209-8380 s DRAWING No 17-122 fi �PoUREU CONCRETE OR 117 / POURED CONCRETE „ _ POURED CONCRETE -POURED CONCRETE ------ `--7------- CONCRETE BLOCK WOLL ! / OR CONCRETE „_ OR CONCRETE REQUIRED BLOCK WILL REQUIREDJF / BLOCK WALL REQUIRED -"�—" O ry E 'BLOCK WALL REQUIRED CONCRETE ANCHOR / _—EKSrING GLASS a 16 0C I /E%I.�---ll 2'NW., •moGAGSA4(J2'NIN EXISTwG GLp55 x. SEPNURaJ SCHEDULE M 5-al'uw 4eMATGN EQ ,B TO aus (aIE ' / I, NOR BIDE(DANDT wa ssxumlIIFOR BINE 1/IB.JNA%. CN 9EET 19 fpV EC(TO CA55 (aZON SIEEf 19 FOR (6O63-T6) CONT.� sAGESQk'a11 FqT BJf1EQµD SCILOUIE On SYtT KUM. ttOSER ON SHEET T9FO/I: II FCL filAZ 65jA0ENHESIDE•PLATE..(LOCATE 1/2R>£SLLM1:f 1/2' Ory SI[ET 19 lOR F $AT EITHER SIDE MINOFO)RUSE I" OR 2" MO. "016'___ (AS APPUCr9LE)x2"xI/8'AD•-2' >O I6" O.C. O 16. O.C. -_-_--7 (6063-IM CUP )AT i''/(6063-T6 ALLOT) pT MIOHEIGHT41` / !(1)pml/2"su.S. TO.Ok 1. J/ `. (2)1/4"e TAPDONS ANCHO s TO S WALL AT 1" O.C. (LOCATE ATV R ITT' SEE DETAISEE OCON % FOR !.CDR,SIOE O R 1,& EIHER SIDE OFi)) OR SIDE CONNECTION tJ 'V'� p"�-{y,-©.U-(D- pt•-r- SEE DETAIL x FO Q - 6 • > . e -:10 •.�e. TO TMIXS 6 • ) - 6 wty IN- I �w• �,-�• .�• SIDE CONNECTION ' -Q•-©• -Q-10 • - L G3'f7'• -iTr,g- 1 nw. �,:-r. _�,.r... '@ 4'3- TO TRAIaLs 08 END CONNECTION DETAILC) END CONNECTION DETAIL END CONNECrInN ncreh 3 �D CONNECTION DETAI G _ __. /' PoUREB CONCRETE OR 4. RfQUINfp DNLT FOR SPANS GgFATER TNNI ,2'-0• - d DOSTING GLASS I A�' / CONCRETE BLOCK WNa "STING / REQUIRED GLASS I y {- (D4 ' - Mn. 4PAWTItl1 / /19.1/2• s.N.15:. s.Na SFPuk60N SFIMI2NE CI BIEET / . 016%fl:c YYM CASS(SEE �• ____—_ ;•,c_eeoe __ 11 M sAOE.� uU CONCHEIE 1/z' nm. Il ran BPDFOML ____ _____ Y G _.._____ 6 QR�OR0OP CY 91rET le KR z=. Qom\ , CN SHEET la FG, / �:..-__._______'y --'_ �• 1�l� \'CONCRETE, / OADCS(D) 0 12'MC./ \ ! 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Y o P#TI9NW/� onE HoyR..,�x er: u.L * = TIWT TESTING k ENGINEERING COMPANY n P't TAIF Of ;2 all x.n. ]aII. s, sn. ws. sa:.nl:. rulmsns, Re. me Association, Iqa 1 an I5-MO /o2/n DBO ae/o2/u f� •,•.•.• P6ona : (3asi.,15b . ra.: (]IA)9]I-IS]I 4268 Went Roods Drive 2 S ,S: Witue ON.mn West Palm Beack, FL W40) ] DRAWING ND S/o t1�X`d0 u qW OW6719. p.E. Ph(e00)432-2204 , Fax: (561)209-8390 4 17-122 '3Y•Sr/Y�S:l 9TURi/w1E RORQA u . A 4416, 3 SHEET s 10 OF 20 MAXIMUM SHUTTER SPAN*"Lt" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN* "L+" FOR INSTALLATIONS VI/ "L+" OR "L-" (fL) FOR INSTALLATIONS WRR "L-" (ft.) INSTALLATIONS OR "L-" (ft.) INSTALLATIONS T ® & ® or or W/ ONE W/ P MV LOCK Or g` or NO LOCK (5A] W/ S�'NTERMATES 1 & &L W/ TWO HV OR OR 27� LOCKS OR TWO & W/ ONE FIV LOCHS NO LOOK, ROD s� CENTERMATES 4 & ONE HV LOCK OR P OR W/ NO LOCKING lV/ ONE NV LOCK W/ TWO LOCKING HODS OR a W/ NO OCKING 0 KING RODS ® TOP/BOTTO / ONE HV LOCK (a OR ® ODS TOP & BOTTOM *(SEE NOTES Ltti RODS •(SEE NOTES T36 (vu,o Foe uwmWG IQi R 00 (SEE NOTES t, SHEET 1) CONCRETE &- WOOD INSTALLATIONS Q wSD N - h OD INSrAu Nwhs 0 xgiµ,p Alt.INSTµ1ATI0He CONCRETE k WOOD D CONCRETE _ .N WS,.,T.S VfALL MOUNTING BOOR/CEILUIC NWINDNE HALL xGIO1XeLS ROOx/CEILIi1G MWXMryO e 6.1)) a NIC )) P�PZ MPR591FC RWR/CEILING NOUNNIG a - I.p RODR COIINC NWNIWGS 114 •ml)) UryL) I• I R....NOUNTNG O MAMMUN $NU SPAN lti OR 17 OR INSTALLATIONS ZWOOD SHALL SI WIOATED TO 105 pal. OE9GN LOAD. II) L}; MAXIMUM AUGMAHLE SPAN FOR GWYN POSITVE A.S.D. DESIGN PRESSURE RAZING. L-; M4%. ALU WABLE'SPAN FOR A GIVEN NEGATIVE AS.D. DEIGN PRESSURE RAIIN (2) PROCEDURE TO DETERMINE MAMMUM SPAN FOR WALL MOUNTNGS OR FLOOR/CVUNG. GIVEN A POSITNE, A.$,D. DESIGN PRESSUF RATING, DETERMINE MAXIMUM SPAN 'La TRW SCHEDULE. CNEN A NEGANVE ASD. DESIGN PRESSURE RATING. DETERMINE RANDOM SPAN %-" FROM SCHEDULE. FINAL MAIINUN µLOWABLE SPAN IS EOUI TO THE MINIMUM DETERMINED SPAN BETWEEN 'L.. AND 'L-'. (3) PROCEDURE TO DETERMNE BAXIMW SPAN FOR COMBWATIONS IN BEMcFN WALL W/ FL00R/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE ASD. DEIGN FOR Wµ. MOUNTING FOR RWR/CEUNG ASA DESIGN LI DAN. SPAN FOR WALL MOU19ING INSTALLATIONS. Is— MAX. SPAN FOR FLOOR/CEILING MOUNTING WSIµlAQs FINAL MAMMUId µLOWABLE EPNI I$ EI TO THE MINIMUM BETWEEN %I-' AND 'L ' (4) GO TO ANCHOR i .UlF wnx FI ANCHOR SPACING. t H.V. CORNER CENTERIMTE #3 MAY BE USED AT ALL MOURNING INSTALIAROIS. LOCKING SPECIFICATIONS SHALL BE AS INOICATEO ON yMANDATORY CONDITION 12 NOTE ¢'3. SHEET S. � " EXCEPT MAY MAMMUM SHARER SPAN li OR 1= AND JAUGMJM AS.O. DEIGN PRESSURE RAZING FOR INSTALLATIONS INFO CWJFAEIE ON CONCRETE BLOCK SHALL. BE UNITED AS FOILRWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64._72 p.a.f AND 8'-0' SRI SEE MOUNTING �M ON SHEET ]. (ER A. Y IL ECOLNG. :.A. TILLIT TESTING & ENGINEERING COMPANY •' N LJS] ICI. -., SL. 51•. `JLA ..W fY✓DM % a.. Al SiA]�sT . n=..: (3.5)e7I-I6w.. F..: (Jm)e11-"n .......... wf" a Hurt P.F. RORNt I.iA 8 44 441PT A,S.S.A, American Shu", Systems Association. Inc. 4268 Wset R..d. Dtive West Palm Beach, FL 33407 Ph.... (BOO)432-2204 . Fa.; (561)209-B350 (1) SEE BELOW FOR MINIMUM SEPARATION TD CUSS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FAST 30'-0" ELEVATION OF BURRING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AEG& 30'-0- ELEVATION OF BOILWNG, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM CEPARATION TO CHEIhm SHI,mER W/ ONF OCK 4"^'O i OCK RODS SHUTTER INSTALLATION W/ INSTALLATION W SPAN SYMMETRIC L DPPOSINE CENTERMATES CENTERMATES ws• J yaS 4. OR LESS 1105" TO NA%. J 2/0's A - ALLOWED a USE 2 1/2' FOR HD LOCX�.ai OR l.Le USE INDICATED VALUES FOR LE ERMA S� LAIN AF SHUTTER W/'ONE LOCK d: TWO LOCKING RODS OR WITH ONLY TWO I cCke SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN AITAMETRICAI OPPORNG CENTERMATES CENTERMATES OR LESS 1 3/4' •• ] ]/16' ALLOWED 3 I/�• •'• 3 1/4' " USE 2 15/15' TOR HV i" LOCK © W/ •.. USE 4 1/8' FOR BY Y LOCK O W/ USE INDICATED VALUES GOR HV CENL MATESS. INSTALLATION EGFN CONtxflf h w.X50M WOOD WALL A B, C. D, E. M, N, o, P. a, R, MOUNTING F, K & L S & V. FLOOR/CEILING G. H. I, 11 + J. T. U. W & X. MOUNTING + M. Cl) HV BLADE WILDING CODE (High Velocity Hurricane Zone) ® 2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. W1PD:M' SLICE eN. pnealvnox mTE IXwNx IW: ua 1 CAD IB-oe0 /0>/1] 'wTL mAn/I> DRAWING No vma EmBe vao all umm Moo Meo HE Mvo mma MMVI mma ME voo .'701000v1 ammmmmc am .11vess mmmoNIM MAXIMUM ANCHOR' SPA .IN (in.) SCHEDIIIR FORA M1 • e nTEw DESIGN N .A IVAD AND A ORR PONDIN MD NTh TYPE FOR Cnh RE1E Ih TIOh (SEE Y0UMIN45 .� B. C. D Ml0 F ON SHfEi 8) ' POURED CONOREIE A WP1L HEW, UOU"N0 OW.ply RFi.OEq yWMINC WALL SILL �IOUNIINC WNL SILL �. mnonmm nmB m•onommm mmouonammn YYYYW m000mso®�m�o�go� moomaB mommamm m moommmmmc Wool mou000�®mom•' i�Mioms�m°imE mommmo���im�o omBmo looms®m mmu�ams ��E mme mBBmmm mvapopppoo�mmoopopoo��� mmmammm�o� D0msaBmsal ms010mC �vppaOaooa mmmoao{a�a��JpEmo Inc MoOp000 IM 0®�0 N �70 mmm Mool mammmmmmmmm to oo �m0oa0000 ®E M ME gmmm�i l�m omao 0D0mmo�moo0voo o011011 mvo Blooms .•. msoo eeYWWLWldJr6lLLl00L Me�mspma°inmoommi� vmmMncaammmc mMAM �m"ms==ME mBlmo®momme aaB�mo�mmma� vam�m® mane aaav�Bmoo�av€ aoo�m00000s: amom MmBpomsoME aoo�opppmmmME 7v00®OmsOmsmw a m mppppapmmEp� JOO mere�i®e�� ANCHORS SPACING I FGENn TAPCON WITH ADVANCED THREAD NOL BLUE TAP TAPPER+ 1i SEE ANCHOR SPECInCATIONS ON SHEET 13 ♦ SEE MMRATIONS OF USE FOR RUDE 1A ON SHEET 19 vY00 v�eo in 0 � 1 • • •1 omElm mm ( WINDOW : • 1 IMae WORKING UNISON American ShuNer System, • *' ; TILUT TESONG & ENGINEERING COMPANY "a : STATE (IF .••a.: fins N.. Teo, e., fin. u...1.1. n6aas , I (=)871-I3]D . Fa.: (OeS),,., -mau NNcoeadsom Association. ins, 6268 Weal Hews Drive West Palm Beach. EL 334O2 `. �''••. <O1,10P: `ALP 2 �' £s ,�^n• •••••• c[ (O��i a, P:E FA2� wµlw A RM L.P., FIOaM Lie. .167 Pmma: (eOO)932-220< . Fos: (691)209-a38O i)J.AroE / OR DRAWING No 17-122 SHEET 19 nE 90 ® ©SILL MOUNT11©FLOOR MOUNTING ®00000mmmem0000vom®mnmmo mmmomo��®mmoon��°im�moono� mmmommmp ®®mv000©mmmuov®p ' �im��inolppo�m'lmoomAo�mmmomm�m mm omm�p�++mmmnoon mmmvoo � �m�mnmm�iammm�mmoo mmmo00pp1=99moom02F7 mmfAOOpp 00000®momoe ®emm�imommoo ®�m mmoggoommmmom�®omm�o®mmm ommmm®mgHo�EM m133111111 mom®opop�®�n©om�OS mmfi!®0ppp mm�o�0pp 0mO0�pp ovomoomooeoo®©oom®mmmoom mmImmnmm000m®mv �ommo�m�ioo ®mm�M�o mm®om�opAo�i�mv rxmreo nopppppmmommppp mmvpvp ppmpioomnm�Oo�r�o®pmAme �moppe�im�i moo®®ppp Ii&7��m®ppp ®pogo mo®voomommmmuop ' I�sm�®pppomim���uvovmo�i��ppo9� �m pppppm Itm © pppp omp ppppmrmv©mpppmmmmmppp ' pp®O p p pp ppepe ppp �op�Op�p�00®OvoCY fFlp ppp0 Lo�7®®oo®®®®pop 0�0000 Invooppppmmm p Nw®vp ppp m®mopvom000mi�po�o ppppppppp�im® � ppp Eno��®�000 �Alp®mod000Pooeo�0009�©o�p9�mo Dpppppppp [9pppppp�OppppO 00 pomppppppp®�®0©ppppp OppppoO oo®�99p®p�1p Qp pp®p OO�O �p pppO��O�ppOpC7OppOpppp k N I. ANCHORS TO EUBSTMW SHALE BE A, F,,,I (A TING POURED CONCRETE: (MI, Yc - 3 FN) ANCHORS SPACING EGq TAPCON WRN ADVANCED 1/4.0 TAP WITH ADVANCED MREADFORM TECHNOLOGY MOROSE, AS LLVNFM.NRFO BY I.T.W. WMEa. (1Bn fe - 3 LR) 1 ALL PoINI$ SOUO-SEE MOTORS. AS DISRDBUIED BY ALL POINTS SCREW. BOLT h SPECA ,W L,MPAM'. (Min. rc _ ] MI) - /4-0 BLUE TAP CONCRETE ANCHORS W/ W AS MANUFACTURED OY THREABFORM TECHNOLOGY FLORIDA FASTENERS DIRECT, w0. (Mla rc - 2 Mvl) - 1/4'0 TAPPFR4 ANCHORS AS MANUFACTURED BY NRRERS FASIEHER , M. AND USTRIBUIED BY A, PoWR SCREW. BOLT h SPECNLT+ COMPANY OR ANY OTHER APPRWID UCENSED OR AURIOWZED ALL POINTS Sol -SET VENDOR REGISTERED WRH THE NIEWGJ! SHUTTER ,,,,MS A,,,,AMµ INC. (Mm re - 3 FM) BLUE TO W/ CAP NOTES: TAPPER. AI) MNIMUM EMBEDMENT INTO POURED CONCRCIE OF TMCDN WTDI AININCEO TI,WFO,, TECHNOLOGY ANCHORS AND TAPPW4 µCXORS 5 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS 5 1 1/2-. • YF U'EFT+y9 6 W[ Fm A2) MINIMUM EMBEDMENT OF 1/4'0 a 3/1' ALL POINTS SOLID-59 ANCHORS SHALL BE 7/8' IWO ME POUAW CONCRETE, NO EMBE I INTO STUCCO SHALL BE PERMRIEM, 1/4.0-20 S.S. UACIIHE SCREW USED 5TM31 BE 1 1/2' LONG MWWUM SHOULD STUCCO MM, AND 1' MINIMUM FOR WALLS WITH W ,mW, MADE ��ax saLT Ye AJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON ME DMING WALL OR FLUOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SINUCTURE BEHIND SAID WALL FWSHES, ANCHORAGE SI BE AS INDICATED ON NOTE AI) k A2) ABPTE. FOR MBIpLUTONS ON VINYL SIDUIG OR EIFS FROH OR VAUBAN MflN. STUDS CONSULT THE, ENGINEER, FOR INSTALLATION INTO OF5 WRM METAL STUDS SEE SHEET 2B0. (B) TO IDGWNG CONCRETE BLCCIL (AEG, C-m) - 1/V0 TMCON WRH ADI THRGDFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W, BUILDS,. - 1/40 x 3/4' ALL POINTS SOLID -SET µCHORE, AS OISTHIBUTED W ALL POINTS SCREW, BOLT h SPECIALTY COMPµy. - 1/4'0 BWE TM CONCRETE µCHUBS VT/ CM A, MANUFACTURED BY FLI FASIENLBB OWECT, INC. - 1/4 0 TMPFRh µCHARS AS MANUFACTURED BY MA=M0 F/M MF G, INF, µD "I"B RTME BY ALL POINTS ,CREW, BOLT k SPECIALTY COMPATY Ofl N1Y OTNFA µPROVED LICENSED ON AUMOREZED VENDOfl "F01,TEREB WIM ME AMMUCAN SHUTTER SYSTEMS ASSOCNTION INC. NOTES: B.I) MINI-- EMBEDMENT INTO CONCRETE BWC•N OF BWE TAP W/ GP ANCHORS AND Tµ OM ANCHORS I, 1 1/4' µ0 TANGENT IBM ADVANCED MRENFORM TECHNOLOGY ANCHORS IS 1'. BY) MINIMUM EMBEDMENT OF 1/4'. c 3/4- AT, POINTS SOUO-SC ANCHORS SHALL BE OfIRELT EMBEDDED INTO THE CONCRETE BLOIX. No EMBEDMENT INTO STUCCO SI BE PERMITTED.. 1/+' O20 S.S'MACHINE SCREB USED STALL BE 1 1/2' LONG MINIMUM EXIST, AND I- MINIMUM FOR WALLS IVITH NO STUCCO. SHOULD STUCCO B>) IN CASE THAT PRECAST STONE, PRECAST CONaIETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE COSTING "ALL OR nDCR, ANCHORS SHALL BE LONG ENOUGH TO REACH TIE MAIN STRUCTURE BEHIND SAID WALL FRERES. ANCHORAGE SW BE AS INDICATED ON NOTES 8.1) h B.2) AREML FOR INSTALUTIONS ON VINYL SOMA OR FY'S WITH OR YYMMT METAL STUDS CONSULT MS ENGINEER, FOR WSDWQION N10 EIFS wRH METAL SMDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLDWMC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHORS MANUFACTURER. (0) SEE SCHEDULE BELON fOR EDGE D,,M,, (".) yFR5U5 SPACING SaAMRSMP FOR µCRABS. ■/mil"I'll EDGE OSTAN F v R-NG SCILIVI E FOR ANCHORS, MAKURM µCIO, SPACINGS µE VALID FOR ECDE MSTµCE5 INDIGTEn RELINE FORE D. IF$$ THAN TiE UIDIGTED REDUCE ANIy1pq SPACING BY LIULIRLYJIC SPACNG BNAYN ON SCHFLVAE tM THE FOW0,00 FACTORS. REDUCED SPACHG O8MJNFD USING FACTOR SXML NOT BE 1F55 IWN MINIMUM SPICHIC INgG1ED FOR EAM µENDR M, ACnM1 FACTOR EDGE +m A3 POINT SOLID SET BIDE Tµ W/ GP TAPPER + UICTµCE MIN. SPACING MIN, SPACING E.D.WN. SPADING - 3 1/2' MIN, 5P21NG - 3' 3 3/4' 4- GUI fOLHIE HNX N POtINFO N NBIp POUREDA AaRD O]aEIE ML® /Y LLN En .21 X Mx Fd.31 BLLC[ aiE1E IM Ep.3. ID+En•31? E GNI MR E0..2 tW 2 1/2' oat — 1.0 0.9+ .0 1LO 2- .91 0.43 - 11 2- _ _ - M33 IL�IECO 7✓E TILLIT TESTING h ENGINEERING COMPANY MI, U'El,,V. MR. ViAGMA fJA4G15, 'G w, 3] Fn n.. Imo'719 .cwn EB-OTO TTs v/HLRR A TLLN d.. F,E - fIDPoOA llc. 0 Hlfi] A.S.S.A. A( Amerlaan Shutter Systems an.NoLV Assoclatlone Ina. L 428e West Roods Drive 3 West PeUn Beach, FL ]340) y Phone; (800)432-2204 . FeM; (SLR )209-eJBO N 2017 Shutter OR W/O KV. 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ECOine. .k TILLIT TESTING & ENGINEERING COMPANY US] X.N. ]6e 1 !Y. ]0; WWIM.1liB Rjes, ]J �♦'; PbM• (J09)5]1-15]0 . fvx : Deel)8)l-t531 4 , -ma: hescomdcvm 11 IE E8-0TWT Wµ)Ep 0. P.E. Le.e. / 4• F]up91A Ib) I " TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ALL POIMs soup-sET BLUE T P TAPPER+ • SEE ANCHOR SPECIFlCATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF AS.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET It O HV BLADE ONLY !,01.! American sy! ems pryNoLY Association, Inc. I 4263 West Reds Drina y West P91m Beach, FL 3.3407 3 PhOna: (800)432-2204 . Fes: (561)209-8300 . DRAWING N. 17-122 \_ MXIMUIM DCO¢AfOknN NA MM' SHUTTER SPAN. DESIGN NECNE OBETE ULQQK INSFAIIATIONR (SEE YMMDN45 A B. C. 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JC:n. St. 9Y. ]a]. NNOINN GgOp15. M1oi:M ]JI Phem IIDS)fiJl r -Sp]0 . Fon : (Jp)pJl-ISJI •-emsows ,]� otl.cgn ®-000611E 11 VLLLiEA alla,T E a4wnA uc 1 .m7 ANCHORS SPACING LEGENE TAPCON WIRI ADVANCED THREADFORN TECHNOLOGY OWE TM TPPPER+ * SEE ANCHOR .SPECIFICATIONS ON SHEET 1} ♦SEE LIMIiATGN6 OF USE FOR BLADE � ON SHEET 19 11)HV BLADE OR 1 HV BLADE Wj (116) HV WINDOW BLADE WORKING IN UNISON A.S.S.A, AmerIccn Shutter Systems As3ocicticn, Inc. 426e West Roads Drive West Palm Beach. FL 33407 PNooe: (800)432-2204 . Fee: (561)209-a3ao Shutter CR W/O RV. DRAWING No 17-122 MAXIMUM DESIGN PRESS POND11113 MAXIMUM AN HQB+ SPACING ln� SCHPDUIF FOR A GIVEN MAX SH nTCR cp M N A •A IlLDDVKIL RAHNU ANU A CORRESPONDING A U NG TYPF. (SEE MVUNTWGS ON SHEETS 16 6 IJ). :E53 LJ BST RATE _ seM1 N SOUTHERN PINE No. DOVGIAS FIR WALL MOUNTINGS M. N, 0 & R 2 VI/ MtN. G=0.55. W/ MIN. G=0.50 CEIUNG MOUNT T FLOOR MOUM:NGS W & % SPRUCE PINE W/ MIN. WALL. MOUNTINGS M. N. 0 & R FIR NORTH C=0.93 CEILING MOUNT T FLOOR MOUNTINGS W&% SPRUCE PINE W/ MIN. WALL MOUNTINGS M, N. 0 & R FIR SOUTH1/2- C=0.36 CEILING MOUNT T FLOOR MOUNTINGS W&X 1 /2' MIN. COX PL1V/OOp WALL MOUNTINGS P & 0 so N kx ^. POW MINFlRC.0 9. 11i �G�S0.5500 ly B.O. WALL MOUNTINGS S&V SPRUCE PINE FIR NORTH W/ MIN. G=0.43 8.0. WALL MOUNTINGS S&V SPRUC PINE FIR SOUTH W MIN. G=0.3fi B.O. WALL MOUNTINGS S&V '-O-OXLB 4'-0' '_ 4l.'o-6_01759FOTO-5Foi-w14L 30 d0 60 ➢5 90 OS 12 10 10 9 6 8 12 10 10 9 8 6 1T 10 10 9 B B 12 10 10 9 8 6.5 r0-1 WOT75- Ms ]0 00 60 )5 90 09 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 S.S 8 6 6 D 5.5 4.9 8lS d 6 6 8 5 d }.S 6 6 5.5 .9 !9 J WF40 6OA �RWRIydI 30 10 60 ]9 90 0$ 12 10 10 9 Q 8 12 10 10 9 6 8 12 IO 10 9 0 0 12 10 ID 9 0 5 12 10 10 IT S 3 12 10 10 6 JS - 12 @ 10 fi ] - - 12 12 10 - - - - N➢OIWIYG➢.L 105D$UBF I}d1 30 ID 60 )5 90 OS 6 6 6 6 6 6 6 6 6 fi 6 6 6 6 6 6 6 6 6 6 41 6 9 6 4.S4.5 .5 l9 _ AS➢4YI MfARE IIEHR Wk I)tl�I5A 6S11{4M[M1tIDft [NLfyf. 95➢44.11ffAn 75 fNLIp�A$➢IbiIYWlRSR 4ffi (d, 13➢®SINWLf flEM N9ry M469M ID)b[M19HG'IL (p 30 12 12 12 12 12 12 12 13 IL5 ♦0 10 10 10 f0 10 10 10 ID QO 10 10 10 10 10 10 < - )5 9 9 9 9 J 1 3 - 90 B 8 8 8 SS - - 09 B 8 J J.5 - - - - 30 6 6 6 B - fi 6 6 B 4U 6 6 fi 6 6 fi 6 5 60 B 6 8 B 6 5 l5 35- 75 6 6 6 6 5 3 9 90 6 6 6 9 d 15 J - OS 6 6 5 45 3.5 J 3 -65----12 - ]0 6 6 6 6 fi 6 6 e 10 5 5 5 5 3 5 S g W ♦ 1 1 4 d 1 JS - JS 1 1 1 4 q - _ 90 d 1 1 }.51R - - _ OS J 3 3 - - - ]0 12 12 1T 12 12 12 11 10 12 12 12 12 12 12 t212II108.51212 12 60 12 12 12 12 12 12 12 ]5 IT 4 12 R 11 12 12 L69.5 90 IY 12 12 12 ly 12 12 09 12 @ 12 13 1y 1T 10. B 10 12 12 )$ @ 1p 1T 12 12 <0 ly 12 IT 12 1p 1T 12 12 fi0 )p 12 12 12 12 12 12 i29.18 11 )5 1p 12 lY @ Ip I2 1. 8b g0 ly 12 )$ 12 Ip f1 9.5 J OS 12 12 )Y 12 10. g5 8A ]12128fiS 6 ]0 Iy IT IP 12 IT 12 12 12 10 1p 12 Ip 12 12 12 12 L5 EO IT 12 12 12 12 1S 10 ].S JS 12 12 Iq fI 038.9 9 0 6 90 12 12 1T 10 ).9 .5 9.99.5 5 05 12 12 0.5 D.S 8.5 BS SS 1 - 6'-0' )'-0• 8'-0' 9'-O• 12 I2 12 ID 10 10 10 10 10 9 J.5 5 65 1.5 ].5 1 J - 12'-0' 13'-0' 12 10 - - - - e 664.5---12109.5---65.51210----65.51- 6 e 6 5 - d - 3 - - - - - Ifi'-0• n HV BLADE OR In HV BLADE W/ dA HV WINDOW BLADE WORKING IN UNISON* 9. NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES I. ONGHgtS TO -AU, RWR OR SCUD WOW CCITT SWLL BF AA roUoWE: 1 zUeSmgTE OULL CONSIST` OF ME IM..O: - I/11 TM Co" ANCHORS. AS `sAUFA N92) 6! I.T.W. BIIIIDE% W/ MTeMUM DAMME T AS INOIGTEU AT -SOVMFAN Pp1[ No. R W/ G�0 S5 CMS) -901NGUS FlR W/ G-6.50 (N.oa) EACH SECTION ON SHEETS 16 & 17. ¢ EXCEPT. SNOTE 2 DELOV' -SPRUCE %NE TW NORM W/ G-013 (N.PS) -SPRUCE W¢ M SOON W/ C-0.16 (NUTS) 2.-WN. INUMS TO S AS IRA MOVNRNG TYPE V. SHEET 17 N!O SW.LL WNSISi OF 1/2' CM PLIWWO (1986 APA) TA PUT ND 2016 VL SPAEWS AS PUT Np5 ]p15 ST'EfJi1GnON5. EU M 1. 1N SWiE DE WSM1IlEO FIXLOWVIO ME OF THE RECWuflPE N9nON5 INO SMIGTMS OF ME AVCXMrs'S VWUFACNRER ,•P�(EP A: ce = *. 1 • �i IWA7 * RTA71,' IL ECOI.c TILLR TESTING A ENGINEERING COMPANY 6>•A II.rv. A... 51.. 9b.'.. lee.. GW0FN9. ROFOx ]N.e Pnov ; (309)87I-190 . Fw : (]OS)6)1-ISJI a-, is Open000tecm FB-0W6]19 wAL1FR a n1.$ d.. P.E. T9DR09 LT.. F 41I67 ATBFIcOO Shutter Systems Association. ITIC. 4268 West Rases Dnre West P.I. Beech. R J]IW Phone: (BOO)432-2204 . FOa: (561 209-8300 ) ® 2017 EASTERN METAL SUPPLY. mc. -.._ BERTHA HVTMA.S.S.A. Accordion Shutter Stem BADE x1WW/0 HV. W F4AOE M.N. MSMInmN M1F ppM911 er: 1 OLO 'Z..0 9/O]/1 GTF� Ofi/02/1] ��••. F� 41 • fs .... .....\. A; It1t •p•E's�OW&f lWt� g DRAWING No 7-� 22 �..-� 5 e RVI OM HV WALL HEADER INSTALLATION EXISTING-F---.-.- LUSS—IWN. S muTON 2 i! CUNT. 10 G T W000 PINErj'—' (SEE SCHEDULE R EC'0-. 1 oN sNEEi 11) ON SHEEE 15) MIN. SEPAM1gN I LO CIASS —(SEE ON SHHEEPEET 11)1) (N)HV WALL HEADER INSTALLATION 1/4*0-20 3/+ 5.S. MACHINE SCREW$ W/ 1/9"-20 NUTS O 12" 0.0. ' "-C.-TE 211 COD—] . a9� RED0 PUIE 1/40 TAPCON WNH AOVNICEO REO'O. 1 1)NiWiii➢FORUIECXNOLOGYVI/2YinPFHEUWMN OF)C1 THRWED AAU VTO PLIWOOP ! (1 (SEE SCHEDULE ON STE" 15) 1 L :I �� 11WEADED AVU IN10 PLY' EDSTIN4 NIN. 2'.4' STUDS / (SEE SCNED3E ON SXEEf 1/2' MIN. COX PLYWOOD RE0'0. O I6" O.C. UA%. REO'DSON PLYW000 i0 BE ATTACNEU TO 1/2' MIN. CD%� �4VAL. GWI511 NXXO UIN. 2"�,' SLEDS O STUDS S 11 6A( REO'0. STUDS IN /LC80, CE µTM PLT1'IOOD REO'D IVNOD i0 BE ARILHFO TO $NOS I11 pCCORO%NCE SECTION 2322 OF TE ED tm X SEQION 2322 OF THE P.BC. _ 20il/4' S.S. UACXwE SCRMS 4'-20 NOTE O 12" O , I ,91 2'M" COMA 511 PUTE REO'D. IL ECO2Na. A.S.S.A. TILIJT TESTING A ENGINEERING COMPANY American Shutter Systems \' .Y ,]]] N.W. ]6Yu 51. Sls. ]4]. YMLYM oUTENS. Hp9M ]]�9 Pn—: (]OS)0]I-m50. F-: (]05)0]I-1v1 -malt ou<awaM.com Association. Inc. 4268 Weat Rood. Orim • ��>a 111Q q E3-0008]19 tlo Beach, rL 33402 �." 11 WMSER 0. iIUN PM1ona: BOO ( ),J2220, iaN; (561 )209-eJ80 PSILIRF%DAIS T,uRlw Nc ] ,ne) a INC. Accordion Shutter System RV. EIAOE QI W/ OR W/O HV. )MNWN RA➢E bMMIR . � CODCX/ /Il G No 122 T r Gn FINISH I/ TECHNOLO% W/ I PEN 1/z' um. MDN OF TWt&2 G WOOD (MEASi(cE4SpON SHEET 15) C Q 9 E 2, EXISTING —I HEADER HEED MIN, SEPAMIIOx GLASS ) TO GIA:S 0 (SEE ECHFDUIF OX SHEET 11) (S)HV WALL HEADER INSTALLATION ND)E5: 1-SEE SHEET 4 FOR TYPICN STUMP ASSEMBLY, 2-NOUNM'G SECTIONS GN BE MUM14ED IN AN( WAY TO SUIT AM' INSTNIA110I1. n I MIN. SERYUCHUNI TO GLASS E 1 (SEE SCNEOULE ONSHEET II) Gl,AS cuss f �( a Nrl TECHNOLOGY W/ 1 1/2Yin. W/ POIEIRNN)H OF THREADED O 10 DO. AREA O HUMERI OF WOOD PLATE (SEESCHEWLE ON SHEET IB) O HV WALL SILL INSTALLATION (M..) am S.S. Wsa EDGE OF APPLICsEE) EXISTING MOD MUSSED OR AMIFER O 24' O.C. REQUIRED TECHNOLM W/ 1 1/2Yin. T9� /r1[ EK4LWG SOPER PENETRATION OF THRFiDEp MEA i0 EXISTING W000 B (SEE SCHn1Ua MG SHEfl IS) FO EO AltS.p' S.Y.S, '-ED EO 3/4' Mat THN. 1 .4'xl/B' DOW. NUM. TURE O 6' O.C. I (BO63-76 p]LOT) W/ � 'I OOF Or I$ I I Of ©OF iJ (3) 5/16'. LAG SCREWS To 1 '--O 1 '' 1' I Im ' UNCIR IAGRSCOR REWSUAT YWWIOM Of ERI3 C 1'IWO OPEN HOLE AT EACH) MEMBER, (2- KIn. NOYWAL MDTH) EXLSNlO I SMo TO ACCEPT ', W/ 2' Yin. PExETPwiOY OF iHl✓EACED AREAL VALID MR GY55—J ,II S/Ib 0 LAG SCREW AT CENTER OF TUBE, y 3 4VSTf JAT10NS WITH J2 pel w �v41mI i 1 'I'OYj$ryll' YqX p5.0. pESION LOAD µ0 1. 9'-0' MAK. SPAN. MIS 'y QAS ��Ei •n T roE •y -l.=w •a InSTgLIAnoN 15 ONLY VALID l u iw axE(U.¢a w L¢^s WI EXISTING 9f£i I FOR WOOD W/ MIN. SPECRIC OMSV OS GL 1OI IfA¢(iµ» S ='U'�n1t ORANIY OF O AS S000U5 OS 1 OR FUROR SOUMERN PIKE Mo. 2, w I Ii I ®w OR EOINL. CDT' HV CEILING INSTALLATION GHV CEILING INSTAIJ ATION Ni 1 I PUPS° E OPE 1 OR ;uix, 11 sEPARAnOx ExiEWG 1 -I(SEE TO GUISE SCHEDULE }yi CUSS\ 1 nR6VA®, ON SHEET 11) T I 1 O i I �• J 1 I I 8 f71 I ANCHOR LOCWHON III EwsnxG j j I © ]roL EAMs-1 1 I I I I 2's' uN. WOOD �GECN RMIURFD 2'a6' MIN. MOOI \\^�• WASH#100. Him I., SCREWS O 12' o.c / (NO flNIBN NLOWEO) DECK REQNREO (NO RNISN AILOWEO) a -- — _ ---'-'- --EDGE OF DECK L IF APPDGBLE FOGE OF OELK! 1 If APPLIGBIE LEDGE . .-- 1/4'a F.X. TOPCON KOW -__-_ ADVANCED THREAWORM 2' MIN. —2 YIN, OF DCCK IF __ 1'T -� TECHNOLOGY W/ 1 1/2- MM. PENETRAMn OF TWEMED 1/40 TAPCON WAIN AWANCEO THREF)FORM TECHNOLOGY -_FPAUCASUE 2' MIN. AREA O YIDWRUH OF MOD (S I CHE Yln. PENfTM 15 OF THREADED AREA IMO WOOD DECK. (SUE SCxEpULE ON SHEET IS) ♦ SEE U na5 Oi USE pi PLATE. (SEE SENEDAE ON SHEET IS) IIWj HV FLOOR INSTALLATION eons LSj ax sHEfl ro HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (High Velocit Hurricane Zone m >DI> ox"ee. „wee. e„ee,...._ •:"� ; 1. * fz • �� / O W. * IL E C O I■�. A S S A ■ ■ ■ • American ShUi}BE $y9}BRAS Associc}IDn� Inc. 1268 West Reeds Drive West Pulm Bosch. FL W407 Phone: (800)432-2204 . Fax: (561)209-8]80 BERTHA HVTM Accordion Shutter Systeir. N.V. (MADE #1 W/ DR w/0 HV. wNWN im TILLIT TESTING A ENCINEENWG COMPANY acv n.W. ]eln. a, w. ]ro, n9sam umws. nORw mIs Pnona i (S0S)671-19]0 . Pov : (30S)B'll-tS]I a-mme TH.P.0 M com n1-0009719 wX1ER A. .. F Jr. l .IER xIle. N167 Rd.xe DESCRvnox O.R[ GR.UYN en MC- 1 cED Is-aeD a D I w 0 ��,'•.:P� 4A -.fs •.,�RI..... a4, AA (1 N� 5 I�VJ7n'TF 2 DRAWING No 17_'22 3 4 a SHEET 17 OF 20 a ..no Goon / • %` F ••ExERAIIOx 1p So\\Y1 v/a 3pA4V4! rp na �1n- Mw. c sS c 11 Rat ai Duo virowa . a�«. �, 2. on. Tg- �i l�.(el (�j e) 53 �• � u4•i3-L+ Qi iU � J '�•O•L s OT 19 a0•Cs•Ss•�-tR•t�i ND CONNECTION DETAIL r—/) END INSTALLATIONS (1) HV & UA HV♦ BLADES INTO 2"x4" MIN WOOD STUDS. ./I n' a. KWoah, Mill. -w00p SIt.S, PS NWlU✓LQ x� 5n �STWa GL..SS ' � 1 sv.•MIw 1p owu 2a soma w em 11 I[R alas muo ammo fOi r3T SEE oclul. X Iowae, IyL X fOa 1 OR S : 30E m 1E 1 OR a i coo,SEE To Tw.0 S `y.a3. pRM X FOR �+ SIDE ceto Ecncx q % O ©•O �� •Y-I- 4 ^J TO-C+o.•a�- 10 13 �%•yq � ay. To ewers Q? 63 di•Cs- :J 3- 24 Cs lei II �•Q9- �v•arG sU•fq. si Op Lr;-t� pp 63- 0•0.�..pp.:J.�. p.,{y_2;..0,._�•O, �•T�-fs•Zl-�§ 6 O 3-Qs•C3-F3•Cs END CONNECTION DETAILCi END CONNECTION DETAIL( END CONNECTION DETAIL 1-0 1/e'l T... oona / a.s • pEOUAEp OILLT fOfl $PµS GflFAIfA 11UH IY-p- MV UD MRFPODRM E ' L 4CXDA O/ 11n• Yew WRVCa1 PEXFIwMM RIWI/2SM5.iw m duos a la' oc. a1a o.c.-� Ia aas (vi _ ♦ SEE UMITATIONS OF USE OF / 1n' uw. �?�s�m (q • BLAGE Oa ON SHEET 19 / 1 @O. i :-TS? ! eXTuli Nj .y OR � •tY-Oa'TO^I�4L�ci•<3• ao, nxlsn i.r ww woto eu\�' I ix_(fs�.©•OO-J •ys- iy oPlLs aR 1�'pR VIEW Y a.. RE9b EUVx LIrLp. �y-L•T�•:�j•5V•i_ ©•�•� �•m-,�. ©•c.v.�..�_ PLAN X END CONNECTION DETAICf�j�„N$•�TION DETAIL 12 DETAIL ' FLORIDA BUILDING CODE (High Velocil Hurricane Zone • P�•, ...... ,�C/j'- ® 2017 EASTERN UUAA SUPPLY. Iec. �•, vGENF •_may: ccABERTHA HVTM ( iL E CO .Ma. A.a7.a7./i. Accordion Shutter System American Shutter Systems HV. DU a W/ 0R W/0 HV. YA MADE •O $ TIWT TESTING h ENGINEERING COMPANY : uv.x. ossWPRaI oqE �RJOI. ua. •y TF Of wss n w, 'se' SI., so- wa, -.. W..pms nor . Not Assoelallon. Inc. I 01n 15-aso /02/I wrz: w/oz/n s�Qt Pnone : (Jo5a7en-lslo . For (]IL:)en-lsas <26e Wen RopEa o.Ive �'�;'•.,ORIU ; \`�I$\E -rope vibsoaotoam West Polm Beach, FL 33407 DRAWING No . SI .... 11 m-Ocal le Phone: WU qz-2204 wA1ER TLLT 11, P.E. ( ) Foa: (J61)20R-aJBO 7—� 22 P.E� SFp1'�i BCf�,TE noon uo M asls) l p SHEET E 18 OF 20 Iu� e1���71Ai�1• bl bI b b bI b b I b b b b b b b !II b b b 9 b b b b b bI bl bI b1 b b b bl b bI b b Y. FEN FEWRLMENR) / _ P i0P A BOTTOM W T ahea--m� �i),� W T.. ELEVATION MN sP upW To a msNNG 4Ass-, _L ____ Cj — \ IJy23; TYP. w M RWuVGETwm6s CzJT Q' W/D (sE noTE 4 AeovE) m A. St 1sz W+B N aOSes :FoR m 9 a ES BArcm - --K--- O O � J) ILL ECO bT TILUT TESTING G ENGINEERING COMPANY 0)f5 N.N. 0.n, el. T.e.. We. fNtOPS RpAW 5] ;A\A A Ppona; O05)BJI-15]0. Fa.: (]QS)NJId S3) ,-mnm ILV) 000.7RN.w,n EI hWTI9 V/,.R,�Tfh A F(LRIO( Bc. 14tIfiJ ., I • P.FNcwe LBRATDNC p n C��OmON OF FOR REwn. UnIQ R O AC OON_RNOrtFR $YS'IFLI WDRNIND IN rsuN W fX XV WINDOW B A11 R 1 1. WV1. A5.0. BEESON PRESSURE RATING ♦110. - 110 2, N SRU11Eq SPµ; 91. 3. AL WED MOUNTINGS; A D. G A 11 ON SHEETS 6, ); AS WSU AS AMMOOUNRNGS M. 0. T. UO�& W �yON SHEETS he A V. .lF,y� LY IN OV/ �Ey f➢Fm IWNW�INTLEIIUCLL OLY AT O�NC ECIDUONVpA� WSNC�SE oWE ` op NO - MUST BE III5A. (IIIA) W WINDOW BLADE © SNLL ONLY A1101 A BA QeW OF 5 OPENINGS (3.0 W'-ES) FOR © PER BVBE AT EPAFJMS SHOWN OR SHEET 4. (B) MW. LIEA g FROM TOP OR BOTTgI EDGE OF W WINDGN BVLE OF ANY Y. TOTE FOR Q sNAI, BE w. (C) FIRST OR L/J$f BADE W.W. OTR Mo. STµIll Al Ff10G LUT BE NV WINDOW BIACE 41 (0) M/ WINDOW BfAOE lO BUST BE USED N,IERNATE TO A WUD HV BLADE IQ ThhO GNWY SNUTIEA'E WIWl. (E) CFCRTN"'S $1Mj1 ALWAYS BE INSTNIED WB Eh` TO A SOW W BLADE 1 AT WKE OF THEY. (F) POLTGfiWtN1E RV WINOON Ai SMITH 6E INSTALLED 50 llyT TABS FACE THE INIRUOq OF iNE OPFNWc B C PRDDBO EO. By WtN00p Wl WET BE ONLY N ABED µ0 LOCRED UANG A W SETTING TO PROo0 B! A wc. 6. SEE ANCHOR SPACING SPJIEBUIE FOR WSLW.NNINS RM W0oT0 FRAME STINGS ON SNEEF 15. K AOTEO BY SP/N AND MISR LOAD (SEE NOTES 1 A 2 ABOA). ). SEE WHOR SPACING SCHEDULE FOR INSbll w. INTO FOBBED CONCRETE OR CONCRETE BLOGI( WAU ON SHEETS 12 A 13 AS UNITED BY SPµ µ0 DESIGN LOAD (SEE NOTES 1 t 2 AB(ME). B. NNINN SMARATTON 10 GLASS SCHEWIE ENUIIFA SPAN IBM.. SEP.RON TO GLASS 95' No.. T.MMMANG /4FE WIF 4 ABOVFI / 1 FLORIDA BUILDING CODF IHT,d. V>L...u.. A■a7■a7./I+k■ Accordion American ShaBer Systems H.V. MADE #1 W/ gEv.xn Assoclolion, Inc. DEswwnax 4268 Wxet Ronde Drive 1 2 o1n 15-Deo Wed Po4n BWOoh, FL 33407 5 Phone: (800)432-2204 . Fox: (661)209-W80 , DRAWING No 1%-122 INSTALLATIONS W/ (D HV BLADE & HV CENTERMATES h 436 INTO METAL STUD WALLS * f ..,.I 43a Is 6'0 EXISTING GLASS- LAIN. D GLASS SEPARATION (SEE SCHEDULE) 4 to � ExImNG Flnlsx m �) L Nuu I o.nv' rxrx R:. rm ^..s 5-60. 43e I. a-fia ENos i/s �RucneEE ' 43a j r a I . ,1 2'EN[o 10 TER sCRal45 ON 1 e 6' oc. T lEflpR fltE * G FOR BERT!?IDQNS OF USE HA 1 HV BLADE ACCORDION SHUTT k SYSTEM INSTALLATION TO METAL STUD WAIIS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 F.s.T. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING::(9 ON THIS SHEET. 4. ONLY-fENTERMATE L2V W/ 24 HV LOCK ARE ALLOWED WITIi 21 ARRA GED 1N A SYMMETRICAL LAYOUT. USE 0 1 35 (5' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. -1 2.000- Mox.l- a oo. ®3 1/4"a NOMINAI ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GIASS SCHEDULE 3.000' u . MINIMUM SEPARATION 434 LENGTH + 1' TO GLASS 43 1A!9=2.0X3" 80� 31/4- MUST PENETRATE 43c 1' BLADE SLACK DETAIL HVF IS VAUD ALSO f W 1/2 FOR --- � 12 CENTERMATE @ APPLICATION WITH BLADE (D REWIRED NIMINM w d36 fi'. 1/310035'1NICR Nln. ASrN A-653 CRODE .0 _VARIES 2' Max 06 D.G. °'^. c-fio rxv. sTEn MS WALL HEADER/SILL INSTALLATION YETOL SR105 AI le' O<. HM — APPNCPBfE Ow. Top (TP. iOP k BOTTTTON) SYMMETRYCALSYMMETRYCAL F I I� frNTFPWATrq 1 W/ Cw/ MINS=-014MATES 'In a 1/4' (TYPro)—'6 1/2. —L ECO TILLIT TESTING & ENGINEERING COMPANY W55 No. Seu, iL. so. Sx... GFGR4.. v ITm.: (30)871-1530. Fa.: (305)071-IDr 000611al.com mjEB-ODaeI n,,e a ruin 44 .1 Howe uL. 1 44167 1/2' MAX. SLACK A.S.S.An Amerlcan ShuHer Systems Assaclailon. Inc. 4268 West Roach 0&. West POW, eeach, Fi. 33407 Phone: (e0D)x32-2204 . Fay: (561)209-6380 1.373" 250' i- .DSO' 1/4'0-20 THREADS COMPONENTS SCALE. 3/8'- 1' r THICK ul�. a LOCZTeD AT 12 HV HEADEH/SIL ENDS I VIEW Y SIDE CONNECTION TO TRACK BUILDING CODE (Hiah Vol.m. 7, TM DRAWING No 1/-122