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HomeMy WebLinkAboutSET UP-INSTALLATIONSI' BERMA H.V. ACCCAOAW SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALIA 10N BOCVYERT (PP.D3 HAS BEEN 4EIiR0 FOR COMPLIANCE IN ACCORDANCE WIN THE "IT (6U EDITION) OF THE TDROA BUILDING CODE THIS; ACCORDION SHLITIEt SYSTEM SRALI. NOT BE INSTALLED AT HIGH VELOCITY MTKIICANE ZONES. DESKN WIND LOADS SHALL BE DUIRMINED AS PER SECTION 1620 OF ME ABWE MENTIONED COOS, FOR A B/SC WIND SPEED REOILRm BY THE NN501CInN WHERE SHUTTER WILL BE INSTALLED MIN A ORECTONATY FACTOR Kd-OAS. USNO ASCE 7-10 AND SOUL. NOT DMEEI THE N,WYDN (&S.D.) OMM PRESSURE RATINGS WEAM, S 11 ON SHEETTHRU 15. 19 & 20.ED IN ORDER TO VERMN ME MORE CONOTEN. ULTIMATE DESIGN MUD LOMS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED NT A.B.D. CUM KIND LOADS BY MULAPLYWG MEN BY 0.6 IN OMMM CONPME THESE W/ AM" (ASD) DESIGN FTIMSURE PATHOS REHEATED ON SHEETS II THRV 1'. 19 & 2e M ORDER AD VERFY THAT COMPONENTS AND ANCHORS ON INS PZO,, AS TESTED. ME NOT OVER STRESSED. A 33 S INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS D= USED N THEM ANALYSIS. HOWEVER, A WHO DURANON FACTOR CD�1.60 WAS USED FOR VFMFKAIION OF FASTENERS N WOOD. BERMA KY. ACCORDON SHUTTER SY VEY'S AOECUACT FOR WIND AND LARGE MIS ILE MFACT LOAD HAS BEEN VEINED H AttORE"M WITH SECTOR 1609.t.2 OF MABOVE YENABBI CODE AS PER All REPORTS: -W BLADE 0' 10214,01-03. /p71301-,3, 0004.01-05. (1214D1-O5. E0317.02-0G, /GM,01-10 AND 10210.01-I1 AR PCR TAR-201, TAS-202 AND 7AS-103 PROTOCOLS AND ASI M E-1886 AND E-1996 STANDARDS (MMSLE LEVEL D, WIND ZONES 1. 2 & 3) A (122001-10 AS PER TM "I, 2D3.A 203 PROTOCOLS AS M1 UE -1N WINDOW RUE O /0504IDI-00 AS PON ASTM E-IBSG AND E-1996 (MMSRE LEVEL. D. WIND ZONES 1. 2, 3) BASIC PROM CTON ONLY AND / W25.01-68 AS PER TAS 202 PROTOCOL 2. W BUDE0 AND W WINDOW BODE (3 ARE ENGINEERED TO WORK IN UNISON mem EACH OTHER UNDER THE GONERµ UATOTONS AND CONDTOtS OF USE MOCATD ON SHEET 19 3. BERMA, KY. ACCORDION MN6 (HY SCAM). USED AT TRADES KNUCKLE AND FOR DMECT MOUNT CONNECTION TO MWEVE SUM. BE /14Y2.75• AND 014.1.75• MOVE WELY, 410-HIT Will VAPSINES IESS Anal SCREWS MAN IN W WELD STACHATH AND ISO W TENSILE SimNCTH. PINSSHALLSBE COATED WIN BERTHA HY DACRDSHIaD COAMC SYSTEM As MANUFACTURED BY MUM AQ, COATING MPU AMRS. REGISTERED RTH AYERICAN snmER srsrtMs ASSOCIATION. FAA MUST a ,A TIT IA WMM C ON WER WEND. 4. ALL ALUMINUM ETRUSBAS SNNAIL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WED S A,,W FOR fi,,-T6 ALLOY IS M, W AND as.7 W FOR 6005-T5 ALLOY. 5. AL SCREWS TO BE SANLESS STEEL 304 OR 316 ATS SERIES OR CORROSION RFSISIAT COATED CARBON STEEL AS PER OR SOCHI WITH SO W M, TILL, S,,, M AND 90 U.; MN. TTNVU SMEHOM. AND BNeL_ COMPLY W/ RORMA DUUJ NG CODE SECTOR 241",34. 6. BOUTS M BE ASTM A-307 GALVANIZED STYE, OR AV 304 OR 316 SIDES STARLESS SI,,L w,, 35 W WWYUY WELD SRENGM. 7. SE WE FOLLOWING SHEETS FOR ANCHOR SPEC014TONA MY BLADE 0 : 12.13.14,15 AND 20 NY LRME (1) A m WAILING N UNISON: 12, 13 & 15 & TILTS BERTHA KV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 1e'7T,582. COMPONENTS OF NUS MPRCYµ ME CWERED. N WHORE OR IN PAT BY U5. PATENT 15'456,179 SAM 10 EASTERN METµ SUPPLY. NC. 9. T SHALL HE WE RFSPONS WAY Or THE CONTRACTOR TO WBIHN THE SOUNDNESS OF WE STRUCTURE WHERE SHUTTER IS To K ATTACHED M INSURE PROPER MCHOWE, CONIRAGTOi TO SEAL/CAM" Au SHUTTER COMPONENT EDGES WMH REMAIN. MAU FASTENING N CaRINUOUS CONTACT WITH WE BUILDING AD PREMERT WIND/RUN PRRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A WSAE PLACE WITH W'AAg,, NOTE DURING PEI600$ OF HURRICANE WMNNGS HONE OWNER, TEAM. M OTNFA& MUST PROPf1SY CLOSE ALL MJ AM NIO LETERM.ME6 AND ENGAGE OR LOOK ALL W MD O LOOKS. H I1. SHUTTER MMUFACMRER'S LABEL SIWL BE LOCATED ON A RFM'LY NS&E LOCATION AT ACCORDION SHUTEII N ACCORDANCE W1M SECTION 17M.9.3 Or {CORMS B,,M, CODE ONE PLACED MR ENE Y OPENING. GROUND M COMPLY PIT, SECTION, 1709.92 Or ME FLORIDA,ING COD A, BRIM IABe'L 5I01L BE 12, BERMA H.Y. ACCORDION SHUTTER SYVEM'S INATALLATON SHALL COMPLY WAN SPECS HDICAIEO N MG DRAWING PLUS ANY BUBTNRG AND ZOHND REGULATIONS PROWOD) BY ME JURISDICTION WHERE PERMIT IS AFRICA TO 13. (0) MM PZ13, FAMAREO BY MIS ENGINEER a GENERIC AND DOES NOT PROADE WFORNMON FOR A SITE SPEOTC PROTECT; I.O. WHERE ME $ITT CONDITIONS DEN4/E FROM THE POD. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SEECMN. PUItaUSF MO 9RSUEAIK)N MOLINARO I12 SAFETY OF MM PRODUCT. RAVED ON MS P.ED.. FpgGBBO HE/SHE DOES NOT OMAE FROM WE CONDITIONS GEARED ON MIS OCCUMIM. CONSTRUCTION SAFETY AT SHE M WE COHIRACTOR'B RE5PoNSURAI (R) MS P.E.O. %t BE CON$OERED RAMIE F ALTCAED BY MY YEAH. (4) SITE ARCHAIC PROJECT SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCNITECT WHICH WILL BECOME THE ENGINEER OF RECORD OLO.R) FOR WE PROTECT AND WHO WU AE RESPONSIBLE FOR ME PROPER USE 0r ME P.E.O. ENGMEER OF RECORD. ACTING AS A OETEGUED CNGHEEt TO ME P.E& ENGINEER SHA.L SUBMR 10 MB LITTER ME SHE SPECIFIC DRAWNCS rOp REVIEW. (0) ORIGINAL PEG. SHALL BEM ME DATE AND ORDINAL SEA. AND SIGNATURE OF ME PROFESS,,,, EIGNEER OF RECORD THAT PREPARED T. 1•' QV �............ �A"�S 02on mnw, INC. SCANNED BY ILTL ECO CCZ� 1[(j}+�J/'� 1 Alt. LUCI@ COUllty �b lAlt6P •;�' � TILUT TESTING & ENGINEERING COMPANY %AN 4»s x.W. Eel. Iv. m. W% MMA , rAwOa. TIA , v n_ •.. a 'j' PMn : (MMI-163, . F..: (305I671-1551 P.E. SI!A'AIFN MRFAMT£ I UROA Lt. t TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COL"NEETS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 3 14 SHEET 4 TYPICAL RANDOM BLADE & MACKAY DEAL AREA 21 HY BLADE (11 hD HV WINDOW RI 4DF flit (WHERE A_ PPyi A� BI T1 TYPICAL SHUTTER E(EVAT , & NDTEB ON LOCHS SHEET 5 INSTALLATION OETARS A-F, CONCRETE/BLOCK SHEET 6 INSTAWTON DEALS G-M, CONCIZUE/sLDCT( SHEET 7 CEM IANTE DETAILS HY SHEET B cEJrENwTE ALTIF!"T IG DUALS Iry SHEET 9 ENO CONNECTION DUALS 1-6, CONCRETE/BLOCK SHEET 10 MA%IMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & MOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DEALS M-R, WOOD SHEET 16 INVALLAWON DETAILS S-K, W000 SHEET 17 END CONNECTION DETAILS 7-12 & K, WOOD SHEET 18 AR a W: Hy WINDOW RtApr Q TYPICAL VILIFIER ELEVATION ON Y SHEET 19 AREA 4. HV VANDOW B ADE (D INSTALLATION DETAILS. METAL STUD WALLS n1Y Y SHEET 10 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AmS.SmA. American Shutter Systems Association, Inc. 4268 WestrOOds Drive West POIm Beach, FL 33407 Rrc. Accordion Shutter KV. BLAOE @1 W/ OR W/0 H.V. WK MVTNG Na 17-1 07 UNDER US PATENT of 5458179 OF USE OF BLADE-40-ON SHEET 19 66 NV ADJ. FLOOR TRACK QU, UFlED FOR USE W/ HV BADE �i 63-T6 ALLOY AT%1fMPER 4' 8>0 I 1.684' 1 52� 11 HV GEILIN� H AD R D FIED FOR USE W/ HV BLADE(II ONLY, SEE SECTIONS FOR VALIOI 6063-T6 ALLOY AND TEMPER fo SIDE ANGLES tMLIFiED FOR USE W/ HV ea • 8 �iHV UNIVERCA F nArca DUA FJED FOR USE W/ HV SLADE01 5005-T5 ALLOY AND TEMPER Q:9 HV HAER/SI OUALIFlE63-6SDgCLLUREJONL 06TALUVANR )TL LL- ALUMINUM ANGLES QUALIFIED ED USE IV/ HV BLADE 61 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 VOUAURE U�EKV 6063-76 ALLOY I TEMPER LADE COMPONENT A B TI M 1© 2• 9• MAC.i i/6• 1/8• ® T 5' MAX.j 0.182' jp.192' 19 2.5' >' MAX, 0.I90' 0,190' O,i39' 0. 1 . 11 A?14fV igw/180STARTER DUAunED OR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 00- .99{ 112 {S g ' L 92p L 9 H+[ TRENCH TRACK OtMUfl LA EnR USE W/ NV BLADE (i� ONLY. vAQ CORNER POcrc UAU WD FOR U W/ HV 606 LLGY SLA EAND TEMPER HV RAINGUARD QUAUFlED FOR U E W/ HV 6063-T6 ARLLDDYEA'D TEMPER, "l1G tSF;,✓y-t ��r��� ' ? 000 p; iAl'F ; 219 +..•ORIDa::++Y ��II.a7.�. {... + s/0 NCi\ 1++ P F^'RG�•r'�h!^.R'iaTRAic )nnic A S S A ■ ■ ■ ■ American $f1MNBi' $�9}@tnb Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ®2017 EASTERN METAL SUPPLY, WC, 3ER A VTM Accordion Shutter System KV. MACE dT W/ DR W/O KY. WNaOW BLADE TILUT TESTING 4 ENGINEERING COMPANY �a „... u. s., �., .m,, noo,.. c MXNY. a c� n, M, OW611-153C . rP.: t3351e)1-Iml mm Ia m>,wm [6-Wp6)IB RALTER A TWr dr. P.E. MORaA Mc / Mt6) n, pEscFlPnox wR OpArm gr; t.e 1 oLo 1s-oes ) n/I wrc: w/z>/1T : s DRAWING 1No 17— 1 07 -„__ { . J HY C NF_ TERM FOR USE W/ HV BLADE I�R LY 2 6063-16 ALLOY AND TEMPER Q 413p� _T I--LSA—J nwv � monF EIEYAlKk1 (g� LOCKER FOR "T"_LOCK CENTERMATF QUALIFIED FOR USE W/ HV BLADE If ONLY 6063-T6 ALLOY AND TEMPER I sn a ae3- 1 $w J• 601, ' "y raALc "T" 0 OUALInEP FOR /HBOE 1�ONLYUSE W 6063-T6 ALLOY AND TEMPER 3fi' � CENTERMATE W/ NO L I�,NG ROD ��', QUAUFTEO FOR USE W/ BEt & at 6063-T6 ALLOY AND TEMPER LOCKING ROD, QUAUFIED FOR USE W/ HV BLADEC 6063-TS ALLOY AND TEMPER 6063-T6 mi a I-,375'q 56', HV 3I8"�-1 AS P.E. 1.t 61 dA s, H1 CENUSE YZ OUAUFlEQ FOR USE l HV 91ADE t & 6063-TS ALLOY NO TEMPER 31/2- CIH'q (37) HV 1 /4" 6-917) AISI TnA A11 , ti amt> nctEm, we �L�CO TILUT TESTING A, ENGINEERING COMPANY IF 3• wv x.w. 3ea. z4 v.�w, aFwat gwm+x woRw m Pgonn (]pSI6J1-t530 r : . Fq.: (J06,gJ1-t5S1 3A .-mm: enaaga.egm m-6aeanc Td NK1ER A ipJlT �I, P.E Alf FtORM tie.. f u16f Ps xR (0W0u[ aAm, BY EGRESS LOCK QUALIFlED OR USE V!/ FN BLADE & a ONLY. rl18' "� IRW AFTER RNEIIN( BEFORE RNETINO 1/4"0-90 RIVNUT* (m7,-n Au.nry a nAN6E Fes 320, AS mvewAmRm w AWfl MN, x0, +Luse, OJOSI es @V+A FQi USE IV/ HV DE ONLY, OA75• AIM. i .125• Wq, 3 r {.2 TNuuBtVRN CYLWOEA OR KM LSJ 'n DYMKOFR I.J6- Mq.. HE) LOCK BY RECENT HARDW�MORRSE LACKS SERIES 21M NOOK EOLT LOCN, OVAUFIEP FOR USE W/ HV SLADEO& 'IA A.S.S.A, American Shuffer Sysfems Association, Inc. 4268 Westmads Drive West POtm Be00h, FL 33407 X.plim Accordion Shutter System KV. HARE #1 W/ OR W/o HV. WINO0N MAX No 07 SHUTTER ASSEMBLY SCHEDULE FOR HV (a HV A FWBIADEIA CESSED NYLON DUSMNG ECESSED NYLON BUSHING T WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/I6- THICK NYLON WHEEL. D.188"o AISI 302 SERIES S.S. PoVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD HV 2 3/4` ACCORDION PIN W/ #8 HEAD x: POLYCARBONA7E IMPACT RESISTANT HV WINDOW I F "t K WI "-' <'s 4 i 315"o NI EXTERIOR I ilia 0 at r4+•�a !" I ' Kr ©OR � i (( ® or @3 y f 39 r�anx kEEGVINEuTE ssrs) i 7 ©OR A t nwa(flUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR , 9 y d �gS (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN E) MAY BE USED IN LIEU OF ® AND ONLY AT 1T EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D ro s2a BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7.� 0 (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16' THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, A> 'HEET WHEEL L CARRIAGE DETAIL T OR Q�1 i 1 I, i i i i EXTERIOR :SHY PIN @ OR AT EX IU. GLADE'S KNUCKLE. (SEE Norc FOR RWVIRENENTST #R.EMBLY IAYOUT 1 3l( tI615' mE .sszs• �� .-Y .osn .oazs' . POLYCARSOMATF IMPACT R c4TANT My t^INOOt BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). 11 POLYCARBONATE SOURCES FOR 4 mxYl, rRonnla rAl�t 4^Jy sr wsm SRCC EMYIY ASiY eN] EqU DJn' call 0/n' m seamtx Am osse Rex e.0 x.ew nm�x sallujs r raw an mxe 1 .Na w: css a rluuva smTas eu Aa» o»s 3w.om a.; NSA 3.amo wt meow Imo iyln azss sw¢ case, xsry ows w.s a tas s xxi eca or awmo un oess o-1 axes c-r aAv Na, ssn olws Tao r sea r Placces, asncles ahclt mR}CM Y1w mNle. e5N Ne vxt a•. wo pu Vert Sn¢5$ Wmi( vac Ey 'C ASa N! N61 0..4 EYO P.l. ,.1 ,`• �.,:'r}GEPlSF �.,t/� ] ��• �• ��C p A.,SwS�Q� American Shunter Systems Ys Association. Inc. 426E Westroods Drive West Palm Beach; FL 33407 ®201] EAYIERN uiTAl SUPPLY, INC. T H TM Accordion Shutter System H.V. BADE Q7 W/ CR W/0 tLV. W1tJ00.7 BADE ? \R �,a`'. (nnmP: `.W \\\ TIILIT TESTING h ENGINEERING COMPANY ass Rx. mn ci. S. iea Y.xPxs avmws,. smeoi 1N Pmne : (M)371- 530 , I.: (wS)an-I3]1 _ ge IaaeOacF<om Ta-aoans W0.1ER A i 4, eE. ��' i" t "lei . x otstIII olc Lc i OLDD/17 �ftti'<c'D-' ''. ii V 1 -..S(DNA ,.A ......... .. :..Yte' P.E. SEAL/SIGNATURE/DATF : s DRAWING ' o 1 7 e s L I' T T TYPICAL j17 HV BLADE SHUTTER ELEVATION N.T.S; WE HV LOCK a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAY FOR SPATS UP TO 1051, AND FOR INST DONS T ANY NAY BE USED A5 AN INSIDE OR OUTSIDE LOCK, ATTACHED T0V OR K 1/2' LOKO FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS IN01 2... _. -• -.. Y40•N^•/Vt•.•.IF DES OR FOR SECURRY PURPOSES, UP TO iW0 HV LGCNS OR t�§ MAY BE UBEp AS NJ INSIDE OR OUTSDE LACK, CONNECTION OF LOCKS TO CENIERM4TE$ �: OR 02 SiNit BE AS WDI / LOCATION L BE AS MpIUTEO ON TJPICAI. SHUTTER ELEVATION. }2_5 USED W/TV6 NK L �1• LOCKNG RODS AAE NOT REQUIRED AT„tiURRICANE POSMON, BUT MAY BE USED IF D SIRFD TO ENHANCE SHUTTER PERFO MANGE. LOCKING RODS P� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION INCH HNRRICANF PnCtt1n.1 ATT � CORNER ART c UTsKlE OR WSInE LOCK.. ATTACHED TO Q3 CORNER CENTERMATE W/(2) 1/1 P-20 A 1/2• LONG FLAT NERD S.S. MS. TWO LOCKING RODS g --- AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKINUM Iiu" SPAN SK!LL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A SigS. ' ONE ALTERNATE VA LOCK 2q MAY OE a g I LIEU OF MV LOGK 0r FOR ANT M AND i or 1/A0-20 AT ANY ELEVATION. . ALTERNATE OCK ¢� MAY BE USED AS AN $TOE OR OUTSIDE LOCK. ATTACHMENT s: OF 1/i-P-26W/4' S.S. THUMBSCREW TO 4 OR @ CENRAMATES SNAIL BE MADE W/ 1/4'0-20A3/4' ALUM. a�e ANNUT AS SHOWN ON SECTION HVE, SHEET &ONE LOCK SKULL BE USED AT 1/2 OF SHUTTER SPAN OR TWO It LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANOAIDRY CONDBY(IN /} MR KFmrt_F •^! NEN INATA '^ ONE HV LOCK BEY or 0r SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 1Ni-, MO FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 .1 @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ PT 0 SYMMETRICAL CENIrSMATES W/ (2) 1/4' 20 x 1/2' LONG FLAT HEAD S.S. M.S. tOCAT19N OF LOCK SHALL. BE AS INDICATES ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ` W/ T§ OR 0 TOP AND. BOTTOM R COMPLETELY MANDATORY. OF CORNER CENTERMATE 1 WINGNLIT OR W/ MAXIMUM ABOVE NV I s AN ON S BOLT •NOTES ON HD LOCKS & C(ATES: l-` l�x •••'•••��•••��� �4 E ALTERNATE HD LACK 4pa WYBE USED W UEU OF HV LOCKS (2 OR I29 FOR ANY SPAN PN0 INSTAI.LAD0N3 AT ANY UZATION. ALTERNATE NO LOOK e7. MAY BE USED AS AN INSIDE OR OUISDD LOCK. ATTACHMENT OF HO LOCK TO 0IS W/ 3 /B t 3/6' F.H. S.SM.S.. AND INC DDES REINFORCEMENT INSERT 0 AB SHOWN ON SECTIONS HOB- AND HDC-KVC, SHEET 10. LOCK MY BE INSoU Ep AT MQSPAT OR 12- MA,YiMUNM BELOW OR AB WE MIMPAN. USE OF LOCKING RODS IS S COMPLETELY OPRONAL .• BEM..; % .• :• u SF••.,•p ` V2017 RLUCO. 2. 1LTTEC O �+ �* A A■�7■a7■/y 02017 EASTERN UETAL SUPPLY. INC. R A HTM Accordion Shutter System :.fffl .• J,'Y • ,* 1 :• �, //• ,\ PLUT TESTING @ ENGINEERING COMPANY aDb xx. 1ax sv, s.. 1R1.aMxA CAota naa v1 ph.;(303�)1-ISM.I.:(3Lv)p)1-HO' ra_ax411R N.R A TIMT Jr. P.E flLRh`A Lk. 0 Ag61 ■ American $hN{)Bf $yS10R13 Association, Inc. 426B WQS(TDGds DriYC West Palm BtOch, FL33407 KY. BLADE #T W/ OR W/O KV. WNDDN MADE ,.N GTyfgIPRgH mtt munp gn L.p 1 OLD I5-085 J/P 1 DA1E: OJ 2J/17 a /(} AY\ A� MALEN,,I+ P C CCAI•)l]M(/,iflxloc Jnxir i 3 DRAWING No 17-107 s„-_ POURED CONCRETE ANCHORS POURED (SEE SCH� W RE W PRas CONCRETE OR WNCRETE Si= RCWRED RE WED SHEET 13) REOURED 1/4'R-3/.• SS. ta. • (° YHEDULE�06V $M13) EET 18 stm M (.E,gyN o. sX[II CONCRETE ANCHORS MACHINE SCREW$ -(SE: sotEDUIF ON SHEET 13) � - 7M 104 _ EO NUR O 12' O.C. 1/2 MALTUNE Nun G W3 o i/2' E ED.- .250' OC•-z0 E II I �H f ^� 1 2N Noi OPfIDNa, E0. (� I ,p �� ' m 1rRS fsa , PlpryAL w sm Ie 1 OR �• uW. EY.G �; ua SEPARATION To GVSS I 1 sePNUTwN ro cuss (TA55r(SEE SO -Ma ON S11EEr It) I (SEE SCIIEWLE ON SHRT 11) SN✓G C GL.SS- i L ©HV WALL HEADER INSTALLATION ID BY —WALL HEADER INSTALLATION + K YSTON EXISTING 41A5 � m wa (ei I 1 OR I1w I SCHEDULE ON SHEET n) XNDItw9rZ1 ` YM, TO 1 inn' i 1w � to mR� rl CHENUXSITAUT$ON (SEE SCNEWtE ON SHEET I I) M I GIA55 I I..IaMe® q EnsnxG � � iIb , ih f E o.. C . _ �= i i i V•_ E O•' ii i' EL•l . It . I _ � 0 w �E. a• )4�� __ j .1/2• r __ 9 LE � - 12ORC4 __- I,.•o-20,J,.• S.S. 1-CONCRETE MfCHOR$ ED EO PN51J➢5 TRUSS HEW I©ta1B MACHINE SCREWS USWG ,• 1/4_20 NUTS O 12' O.C. I i_�, •"\� CONCRETE mcH L�1 iRUS5 HERO MKMINE SCREWS t-(SEE POURED CONCRETES (SEE SCIiEcvE ON SNED 13) NTn. SCHEDULE ON PORED CONCRETE-� SNEE1 1}) W/ 1/4'-2D NUTS O 12' O.C. cGx.^RETC DLOCX REWIRED O HV WAIL SILL _ INSTALLATION (SM SCH� OR CONCRETE BLOCX R011RE) ON RED CWCRETE SNEtT 14) OF HV WALL SILL INSTALLATION OR CONCRETE DLOCR WNE REWIRED 0 HV WALL SILL INSTALLATION NOTE FOR CCURINATIOx Or crcnm_: �E,�T . rat, m� SITYTTER E. INSTALLATION DETAILS W / 2_ MOUNTING SECTORS CAN DE COU?WCD N ANY Tur TO sart 2NY WsrauAnon. a. _ EaGE usTNaE (SEE SPECIKATONS W SHEET 13) 1 PFa • EiWMUW'91°EETU9 ibR . HV BLADE FLORIDA BUILDING CODE Non High Velocity Hurricane ZI E\31 `� :''''TEEN •` '�/.' OM17 TLIECG, RC 02017 EASTERN META SUPPLY. INC. ' Iz a '• 1�C p ASSA RTAVTM Accordion Shutter Systel -: y ' f '�Q•EN� TIWT TESTING A ENGINEERING COMPANY American Shutter Systems KV. BADE #1 W/ OR W/O RV. YA2A0lr RACE r, a IHSCnpRe11 rt PNMN I¢ A`^�'•.,_ QR l3'—r- �ONALEN,„j1' _. __..•nit•✓rnrao..:',:::.m"E1 Eva nw, mA, a. w. aoY uflGMI, u.4W,xf, f{p0A m¢ nwn.: (USA7 -1D.0 . T.. ; (xUR71_t.. W1-maceaa0R m Assocte}(on, Inc. 4268 Westroads Driva West Palm Beach, FL 33407 1 7 J IXD 15- 085 T/t L.e. wla W127111 DRAWING NO 17-107 POUNDS CANCREFE ANCHORS N'� CONCRETE (SEE SCHEDULE ON SHEET 13) ; mo 1 OR `lJ♦ sow o, REONRED emus a ECSTING EDGE 1 ja y� i GLASS-q w mAwuDv 'i `lsli SOO:NL TEOy 8 {0 • I l A.1CWUiE '2i�roR E%SnNG LOCmCx 1 i cU55 11 aR I3 DR 7 5 Dix MA• XEx w12* D. HEAD i IEK SCREwY C 12 O.C. 3 1ex CONCRETE ANCXORB EaE OF G J IEEE SCH pU E ON SHEE IS) I' E ti rPPp [ASiw� c 14A$E GhS�= IAS Or — SOME OF .0 p, SUB If A ' m1pm.r°'mw sum r •w9uEAmE . . 'IN�P61R mR� 1:0 ,,ry(�♦ Pou9m C RVE .0. 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American Shutter Systems HV. 9AEE //1 W/ OR W/O FLY, VANDOW BADE N = ¢s0 N +,4" ,E't °x's "^ 2°°` `" -'�• i+^ awsl¢ wm,. Fs, A88oClaifon. IOa. , I maanGN OLD 15-085 Dan )/22 1 p -, Rv: lc (ATE: 07/27/17 ••—�^�"'T+ Pna�.: 003)e7I-Ism. ru:(xs)o21_1s2I VR.M-000621a 64 4268 Westroods Drive 2 '. rN x4IIA West Polm Beoch, FL 33407 a DRAVIING No A T, Y. P8 f ' 7-101 P.E. SEA] /SI(1NATIIQF/nATF nODOa U 1 {NED : _. __ EOUT^ F IN 1 i ®�0��•OWO (dp&1-t8 ILLOt) NUµ l' uuxc wl(xt AN0 5 ra cOxDRET[ i (T�/SOnou) t (1)61 AT SN.S. to (M) ' lim3lP sN.s. a u• 4i UCH pkClE (IYP) Af PVtt (Ex%Mi, V J AI INSTALLATIONS W/rtl SOLNorrSQ'1.00INGRODS@ swc cuss Hy N61 .uaxN.ra RY {aC6 BLADE W HV CENTERMATES * IMR-M WOE SLAG( °"c,=:Ni ° °"" axrDavwtas wPuunox wRx au06Q OR a SEE END WALL GONNrrT10N (2 I —'Ts S)ETAILS ON SHEETS 10 mil iV uravr—_—....--.__..,..--------- IL---_----.______________T—_4 MIN. 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(LOCATE AT SAX CONNECTI N ) OR EEMER SIDE VO) i OR TO iRAC > SEE D «©•d«OD 'C5'•G�- TAL X FO f 820-0,0.0. SIDE miwCOCK"s ®-O«©•OOwBO,.fo ®. 1 2 END CONNECTION DETAI Q3 MD -CONNECTION DETAIL (d) r P NEgCONCRETE OR GL455 ., CONCRETE BLOCK V14L LRADCH #19XL/2- s.Ms I (SEES O 16P.C. a''° G7G ♦ SEE WARARWIS Of 05E rOR GLACE (DON sHEET 19 X a� TOR SPANS . ? Atl �••:' •., `y E,ys�:••...Sj w • V� IL E c O (■�. e Al A Y ■ American Shunter Systems Ass0Cta11on. Ina 4268 West, ds Drive W West Posm Beach, FL 33407 6.''201> EISfENN METAL SUPPLY. INC. TN Accordion Shutter System HY. GLADE #i W/ OR W/0 FiY, WN3OW GLACE *' / v : y�yy}��`j�Tn/ 'p '• O�StATE op ,Q p.P'•..'Q <`4 tl`ti (.����_}��j TILLIT TESTING & ENGINEERING COMPANY u s x.. U, . ft. n., xi,. x,ara, aaova. ncaw su cnw,(wsyzol_IE�p, rw (ws)mI-Isst k A 4C AUER Lfl 0 P.C, PEC&M L 14,167 Lv, arwmneK WE oaArD+ m L.a I OLD Is-oes /n 1 wYD o>/s>/1> _ nn ae `/fyy� • ��:V���ALAF}'IIII1 0 r fCAI /CICl1AT1 mr Inns E X ORAtY NC No 1 —� Q7 ONE H.V. 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LOCKNG SPECIFICATIONS S BE AS INDIGOES ON MANOATORY CONDITION /2 NOTE 15, SHEET S. tt DaDPT THAT MAXIMUM SHUTTER VAN 'L+' OR 'L- AND MAKMUM AS'a' SOUND PRESSURE RATING FDA INSTFLIADBlS INTO CONCRETE OR CONNATE BLOCK SHALL BE UMRED AS FG UTIG; i- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64: ]2 p -.1, AND 8'-0' SPAN, SEE MOUNTINGOM ON SHEET T, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 i" HV BLADE ozG1r mTEcO. Ixc. oLTTE 0 , TILUT TESTING & ENGINEERING COMPANY AAA IilN NW. MT. 9[. AF ]:0. NPmaa fA9®h ,NP�A N. Pnw., : (}a5}6T1-t53D .far ; i305)b)T-65T `\ d ••Tyi ,,tt aa.wm timoo- coa. nI'LORI A R A IMU1 h. SAri , NAROA Lk. 1 NTbT A.ST.S.A. American Shutter Systems Association, Inc: 4268 Y/estrootls Drive West Palm Beach, FL 33407 (1) L+: MA)GMUTA ALLOWABLE SPAN FOR A GIVEN POSVE.ASA DESIGN PRESSURE RATING. L-: MAX, ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS-D. OSSON PRESSURE RATING. (2) PROCEDURE TO DETERMINE MUaUUU SPAN FOR WALL MOUNDNCS (TOP/80nOM) OR FLOOR/CDUNG: OVEN A POWK A.S.D. DESIGN PRESSURE RADNG. DETERMINE MAXIMUM SPAN 'L+' Mom SCHEDULE GIVEN A NEGATNE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN %- FROM SCHEGULE, FINAL W WUU ALLOWABLE SPAN IS EOUAL TO THE MMI14 M DETERMINED SPAN BETWEEN 'L♦' AND %-'. (3) PROCEDURE TO DETERMINE NAXIUUM SPAN FOR CAUSWATIONS IN BETWEEN IVALL MOUNTINGS W/ ROOR/COUNG NOUNTNGS; FOR A GIVEN POI A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+. MAX, SPAN FOR WALL MOUNTING INSTALUTIONS. U+< µDX. SPAN FOR FLOWCEJUNG MOUNTING INSTALLATIONS. FOR A CNEN NEGATTG AS,O DESIGN PRESSURE RATING DETERMINE: L, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U-- MAX. SPAN FOR FLOOR/CEIUNG MGUMONG INSTAUCADONS. nkAL MAXMUU ALLOWABLE SPAN Z EQUAL TO THE MINIMUM BETWEEN % . 'LT+'. 1,' AND Ts-' (4) SO TO ANCHOR SCHEOULE WITH FINAL MAKMUM ALLOWABLE SPAN AND NEGATIVE ASS, DESIGN PRESSURE RATING TO DETERMINE K,DU M ANCHOR SPACING. 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REOURED VSNNG SOFFIT /4- URN. TH . ".4'ai/B' COOT. µUM. NM .6063-T6 µtat) W/ 3)5/i6.0 IRA SCREWS TO 9. Accordion Shut KV. MADE Q1 W/ OR W/O KV. THREMEO EOCE Of DECH If APP[KA%E (AWING No 17-107 ENO CONNECTION DETAIL END INSTALLATIONS n HV BLADE OR 9 WINDOW BLADE INTO 21Ex4" MIN WOOD STUDS r�..-w :eav ii- In• o1atJ TaTLEa. mO. 1 L E C O E„a. . TILLn TESTING A ENGINEERING COMPANY �� 6]55 xx'. M.t• SR. Aa. 3'i5. MIWYat ryPPNYS. M16R, ]) PM1mw : (]95;0)i-0SSO: Ew : (]ss18)I-b]I a-maY: liNcpOaMym Ee-009flJ19 f W0. "h. P.E. l4TC ROR$R LIC 4,15) wYut u�i+Mu�N u1p1:NM Y IA Avnry• b�pd(} YY/+Y luor6�0f[/v:[MIR N,M 0 �O(•n A.S.S.A. American Shutter Systems Association, Inc. 4268 Westico119 -134Ya West Palm BecOk I'L 33a07 END CONNECTION .DETAIL 0 - �m mnr — -- — ir-c SEE UM IKONS OF USE FOR GtAOE tip ON GNEEJ 19 •-•—• : .0 SUPPEY' INC. RT Vna Accordion Shutter System HV. W-VE p1 W/ CR W/0 KV. WNOCW RQX V. Ne 9E3O11PIIONMORA PATN BY: le. OtD )5-C85tt: 0)/R7/17 WING No 17-107 ��0j5�6 0. RP. 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WNOON RAM WING No 7-107 8'x 11)Y10.EM"T11Cll ' W,v M A-B6.1 SITE. AO Mn. ' tft. _, UuE-6a GLLT to -EL a' MP.. 1/ETD< SNDS AT 16' aC. Itx- a yr+ o.Ela- race Mrs die 43a b uv, srcn WVM NO M vn. a-EE 2E FASialED ra snms Fs•Itraiarzmav s °s °" AAssSAPPcucC+ec�E 39 EXISTING CLASS MIN. SEPAP.ITION m GIASS (SEE SCHEDULE) e r!. ovm* tlah Lin.; COSitNG FINIS. I[v. srCrFiJ% cILwNFL / I As puat61£ Ono q uin.. E-PO E9 FAS144D m S UDS Em.Ia �ra rs ON /3c 43a 1 0 6. 0.0 i a a- o.C. I I. MAX. A.S.O. DESIGN PRESSURE RATING: +75, - 75 (Pat) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M@S ON THIS SHEET. 4. ONLY ENTERMATE 2i W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0. (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. -12.000 M.. e.00. ® t /4t /4yj�NOMINA ALA I UMIN�� cl,�cc rc1 c 6a63-TS ALLOY SEPARATION TO GLASS SCHEDULE „ 31000. 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W. s. S.. IW . .k Conran. Mono vre Association, Inc. L a0 13-065 7/27/1 arc 07/27/17 • �r r` ,c�,•.;20R19; r xm a LIE! �I-15 0 . Fm : t3E5)etl-a71 vle,At W.. 1wrixe-am671s 4268 Westroads Drive West Petra Beach, FL 33407 a A DRAWING No . �w1 P F ¢�FXIN+Rtblalh c'Innx Naaflk F f 44167