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HomeMy WebLinkAboutSET UP-INSTALLATIONLUPILLY[ L•1_ W 1. BERTHA H.V. ACCCREMN SHUTER SYSTEM SHOWN ON WIS PRODUCT EVALUATION DOCUMENT' (P.EO.) HAS GAIN 4IILFIED FOR COMPLIANCE W ACCORD CORN THE 2011 (AD, EURIOt1) OF ME FLOROA BUIMM EDGE THIS ACCORDION SNNIIER SYSTEM SHALL NOT BE WI AT NIGH WARM, NL CM, ZONES. DESIGN WHO LOADS SNME BE DETERMINED AS PER SECDON 16" OF ME OVE MENTIONED CODE, FOR A BASIC WMD SPEED REQUIRE, OF ME "GERMCN WE¢gE SHUTTER WILL E DINSTALLED MM DY A DIRECTIGNMFACTOR Xd-015, USING ASCE 7-10 µ0 %,j, HE, "COLD THE MUM(&&D.) GEON PRESSURE RATINGS WOGATED ON SHEETS 11 HOW 15. 19 & 20. H ORDER TO VERFY ME ABOVE R, ULMUM DESIGN NAND LOADS DEIERMNM PER ASCU 7-10 SHALL BE FIRST PEOL•CED TO A,". DESIGN NAND LOAM BY MUtTPLYHG THEY BY 0.6 IN OURRTD COMPARE THESE W/ MAX, (&S.0) DESIGN PRESSURE RATNGS INDICATED ON SHEETS It MR, 15, 19 & AM W ORDER TO VEIGPY MAY COMPONENTS AND AGO GRM ON THIS PEA„ AS TESTED, WERE NOT DER STRESSED. A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NDI USED IN MpR ANALYSIS. HOkIEVER, A AND DURATION FACTOR CD-1.00 WAS USED FOR VERIFiCKDON OF FASTENERS W µEpp, SERMA M.V, ACCORDION SHUTTER SYSm(S ADEQUACY FOR WINO µD LARGE MISSILE IMPACT ECAD HAM BEEN VpOpEP W AMORDANCE BOTH S,mg, A60I.1.2 d' ME ABOVE MENTIONED CODE µ PER AM REPORTS; -HY BLADE OT /0214.01-03. /0715.01�, /1WI,D1-0.5. /121L0t-05, E0317.02-08, IBM 01-10 AND 10210.01-11 AS PER TAS-20% 74-202 AND TAM-2G3 PROTOCOL, M, AMR/ E-IM AND E-1996 STANDARDS (MI,MIE UEVEL 0. WAND ZONES 1, 2 & 3) & 11220.01-10 As PER TAG 201, 203 & 20 PRGTa ti-S LARGE MISSILE -BEN WAGES SLADE 8 1050541-09 AS PER ABIY E-I886 µO E-IRIS QRSIF E.LEVEL D. WINO ZONES 1, 2, 3) BASIC PROTECTION ONLY AND E W25.01-86 AS PER TAS =2 PROTOCOL 2. fN RILUDE(D AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER WE GENERAL UMRATONM AND CONpUGNS OF USE INOCkTED ON SHEET 19 3. DERMA KV, ACCORDON FINE (HY SCFM$), USED AT BLADES KNUCKLE AND FOR EXPECT MOUNT CONHECTM W TRACK, SHALL BE 114.2,75' µCI #14.1.75' RESPECTABLY, 410-W MINI NUY SERIES CCC N& �F H mR�$ REGISTEREWS AM ED WIIT{H AMMSi UI4 , SYSTEyS ASSOCIATION. WHR�%NS must eFA45 ME MI M�µGNG ON BT EIRHEWW OACROSNIpD LUAnNe SYSTEM As MANUFACTURED rt{ VPRQJFD 4. ALL ALLOW. E%}Rl5I0NS SHAL BE OfUMINVAi 6905-75 ASMGEMMDN ALLOY ANDTEIAPER 4 HDCATED ON SHEETS 2 AND 3. UNI UM YIELD SiTIEN61N FOR WR3-T6 ALLO/ IS 3,,0 W µO 3 7 ht FOR -TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 MBE SERIES OR CassaSA1N RESISTANT COATED CARBON STEEL AS PER DIN 5061E WM 50 Wi AM. WELD M,,, i µGI 90 Rei UH, TENSIE DRSIiCTH. µGI SHALL COMPLY W/ FLDRDA BUILDING CODE SECTION 241T3AA. G. BOLTS TO BE ASTM A-307 OV.VM aaa STEEL OR NMI 304 OR 316 TIRES $TNNLESM STEEL µTM 35 AM MINIMUM WELD STRENGTH, 7. SEE ME FOLLOWMG SHEETS FOR ANCHOR SFMF1 Tlo-s: HV BLADE (D : 12,13.14.15 AND 20 HV SLDE (D & @ NOGOONO W UNSON: 12. 13 & 15 B. MIS BERTHA N.V. ALTAR HEN SHADIER $,,, BEAR" A U.S. PALM j6.779,562, EOMPGRENTS OF THIS µPROWL µE COVERED, H WHOLE OR IN PARE BY U.S. PATE, i3.458,179 ISSUED TD EABDRN METAL SUPPLY, NC. 9. D SHALL SE ME RESPGNSIBKIIY M ME C04TPACMR TO VERN ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS M BE ATTACHED M INSURE PROPER ANCHORAGE. CONTRACTOR TO. SLAL/CAURK ALL SHUTTER COMPUIIENE EDGES WHICH REWM. MRU FASTENING INCONTINUOUS CONTACT WISH ME 6LNJkNC TO RREALW WNO/RAIN IHTROTCH, 10. EACH UNIT MUST BENT PERWNEW LIBEL IN A 0904E PUCE CORN WARNING NOT, BURNS PFT800S OF HURWCµE WARNINGS HOME BAYER, I,A,T, 0R OiHDRS. MUST PROPERLY CLOSE ALL 1K AND HD C€ MBRIA ES AND ENDAGE Gat MOCK ALL W AND ND LOCHS. 11, SHUTTER MµUFACNPER'S LABEL SHALL BE 10UTE) ON A READILY MGM UGGAR H AT ACCORCIO4 SHUTTER IN ACCORDANCE WITH MEpm , T RO3.9.3 OF FLORIDA BURRNG COOS ONE LABEL SHALL BE PLACED, FOR EVERY OPENING. UBELMG TO COMPLY WITH SECTION 1708.93 OF ME FVOMUI BURDINO CODE 12. BERTHA H.Y. ACCORDION SHUTTER SY NUTS INSTALLATION 01 COMPLY WITH SPECS INDICATED IN MIS UPAWWG PLUS ANY BURDWO; AND ZONWO REGUURGNS P,,,,= W ME JURISDGRON WHERE PERMIT is APPLIED TO. "L (A) MIS P.ED. PROMPT BY THIS ENGINEER IS CERMAC AND OEM NOT PROVIDE RMIRMAAON FOR A ARE SPECIFIC PROJECT; Ld. WNW ME BEEF CONDITIONS DEVOTE MGM WE P.ED. (6) CONMLMCTOR TO SE RESPONSIBLE FOR ME DOCSELECTION, PURCHASE µ0 WSTAUArM MWDINO LUE SAFE}T• OF MIS PPOOUCT, BASED OH MIS P.ED., PRGYM, H ME CONE/SHE DOES NM DDIL4TE FROM DTIOTS OETAIEO ON MIS UMEM. CDNSTRUCIION SAFE, AT SITE R TIRE CONTRACTORS W.SPINISIBLRY. (A) THIS PEB. WILL BE CIMODERED INVALD IF ALTERED W AW MEANS, (d) SITE SPECIFIC PROTECTS SHALL BE PREPARED ITY A FLORIDA REGISTERED ENGINEER OR MONATEDY UNION WILL BECOME ME ENGINEER OF RECORD (FOR.) FOR THE PROJECT AND WHO COIL BE RESPONSIBLE FOR ME PROPER USE OF IRE P.E.D. ENGINEER OF RECOFIL ACTNC AS A DEIEOTYA ENGINEER TOME P.EO. MA ER SHALL SURAT TO MIS UTTER ME SHE $PECTIC BRUP,,, FOR REYEW. (0) ORIGINAL PED, MAIL BENT THE DATE AND ORIGINAL SF)L AND SIGNATURE OF ME FNOLYEER OF RECORD THAT PREPARED IT, TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW RUDE & WINDOW DEDTL AREA 2• HV BLADE (1) AA1O HV WINDOW RI ADP (T1A (WHERE_ _ APPLI, H Eµ TYPICAL SHUTTER ELEVATION & NOTFS ON LOCKS SHEET 5 HSTAILATION DETAILS A-F, CONCREFE/RIGCK SHEET 6 INSTALLATION DETAILS G-M, CORONA E/BLOCX SHEET 7 CENTERMATE DETAILS w SHEET B CONVOLUTE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/OLOCK SHEET 10 MAXW IM SPAN TABLES SHEET i1 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SONECUBI CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R, WEBB SHEET TB INSTALLATION DETARS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET is AM.1 HV WnNDOW At AIDE AA ONE IYPIGL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW PH AD (1) ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 41,A�tiGENg(E:;,.9 SCANNED `, St. Lucie County _ (Aa^y,........"�✓'; Ta, �//(}J�' > 7TA 6 f�+ LL•. y 44 0za17 mitCa. INc. IL E C O ,xo. A S A American SIIYNBF S'(S1Bms ABSODIO,fGn. IDD. 4268 Westrp00s Drive West Palm Beach, FL 33407 02017 EASTERN xETAL SUPPLY, INC. BETE HA VTM Accordion Shutter System SLAVE #1 W/ (R W/O H,V, VOWN B.A X TILUT TESTING & ENGINEERING COMPANY Aasf PA.w 9,, s..." .I:,ww;. , Phwn : (a05�ei1-lax , ia4: (303)WI-1531 M-�671, � tv/yMR A PLUT L. P.E. ROR4A U,, 1 4.167 asealPnox PATE ow.em gn La GD,S-D85 r, G E G7/27/17 �, ,• A}A = ......-[�fG�{ p4 •' tWRAL� IFF 0 C Z'L'AL✓.Cii`MAAII*Hoc An.r� r DRAWLING No -F 7� O7 UNDER US PATENT R 5458179 OF USE OF BLADE. ON SHEET 16 �HY ADJ. FLOOR TRACK OUALIFED FOR USE W/ W BLADE 9 63-T6 ALLOY kiNib JLMPER 1.9T)' �� 093' .O6]• eCp W0 I L666' ] 530' 11 i i HV CEILING HAD R D FIED FOR USE W/ HW BLADE 1 ONLY, SEE 6ECTIO IS FOR VALID 6063-T6 ALLOY AND TEMPER `1 SIDE ANGLE OVAUFIED FOR USE W/ HV q4 30HV UNIVERSAL FLOATER aVALiflED FOR USE W/ NV SLADEQ 6003-T5 ALLOY AND TEMPER HY H96QERlSI CUAI.IFIED FOR USE W/ HV BLADEptONL 6063-TG ALLOPP AND TEMPE ALUMINUM ANGLES QUALIFIED ED$ USE 17/ HV DLAOEv ONLY. 6063-T6 ALLOY AND TEMPER ®HAIJREO FOUYQCORU A(`EU � 6063-T6 ALLOY TEMPER. BONY WALK —OVER TRACK QUALIFIED FOR U E W/ HV SLADE I 6063-TG ALLOY D TEMPER CWPONENT A 0 q• y. 0 Ta E' 5' LLIY.j 0JEC.192- 109..'i 25" ]' 00. 0.1a�A D' V MA%. 0.1 0201E TRTECO, Sit 5 z�I:TFE ' TILER TESTING & ENGINEERING COMPANY eTxi x,R. ] n. n. Am v,mTA 9Agn9+a namA s :1Y PMna : (005)9T1-two . Em : tsm)fiP1_m� Jr. P G .16E LDJtiY--9D'./}BOa\STARTFR OUALFlED F�O,R USE W/ HV BLADE I 6063-TS ALLOY AND TEMPER 0" .99;' 6;] 0 19 .on ( HV TRENCH TRACK QUAUFlED FOR USE W/ HV BLADE(I)ONLY. TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrocds Drive West Palm Boach. FL 33407 1� HV 0 AUFIEAUAD/ FN 6063-76 ME�TEMPER. 001E EASTERN •.••.A1 fmOM Accordion Shutter System HV. HADE #i W/ CR W/0 HV. WMON aAOE No 107 NV C NT RMAT FOR USE W/ NV BLADE lO& LY 'f2 6063-T6 ALLOY AND TENTER OVAAII7D1 ! 6' I Pu" " fROi° ° ,0N HV MALE "T" LOCx CEN ERMATE �27 LOCKER FOR "i" LOCK cNTERMArc pUALFIEO FOR USE WJ HV BIAOE JONLY 1 HV MA c QUALIFIED FOR USE WJ W BLADE IOONLY 6063-76 ALLOY ANO TEMPER OUALIi7E0 FOR 6063-76 ALLOY AND TEMPER FOR lsn p O81 nt 21.' Sol EDLSOIERMATE W/ N 1G QUALIFIED FOR USE W/ HV BLADE 1 & A 3 6063-TO ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ HV BUDECI 6063-T6 ALLOY AND TEMPER fI HV 3/8"0-16 A.ETAI 2 J L62L LK QUITERMATE LOCK IN BLADE 1 ONLY OUALIFlEp FOR USE AND TEMPEP W/HV BLADED ONLY. V DUALJFlEO FOR USE W� FfV BLADE I & 6063-T6 ALLOY NO iCMPER -1/2' Cl/Po dt HV 1 /4" 0-7n AICI One -vulI 'lfJFRINgin: •tea, . aMl) igfECa, qG fi ILrECO TILUT TESTING & ENGINEERING COMPANY • Nv n.K. l0u 54 9e J xtDxrA GMMt4 Raro+ ]5 (A96>I-1. ... c'47VIA TAW ROR04 Ue C7 NODS"D y 6AKy vAorm nnw pq% D0.K5 (IiBgay Eoawc TARP) ® HV EGRESS LOCK QUALIFIED ,�FFOR USE W/ NV BLADE v& a ONLY. -250' DD, MOLDED Ie sc Tl te' RW .r, LJS0-AFTER RAVIN 1/471-20 x 3/4" BEFORE RTC` iND S.S. THUMBSCREW 1/4"0-20 RIMITO "WES DI.. NY4L4U" (M2.-n NLOY) LARGE TuMGE MN SYEET AM W. PMT / O6�D. IS .UTAAYJPW DY AYDa. G M IR M, %HS®PIXA M" JCpsEY 0t05. W EOWL HV ALTERNATIVE LOCK OUAUFIEO FOg USE 1V/ NV RUDE iv ONLY. �q HD LOCK RT REGEM NARMARE MORTISE LOGxS SERIES 2,, HOOK DOLT EUCR. QUAUFIED FOR USE W/ HV BLADE Ii & Gp A.S.S.A. Amertean Shutter Systems AssOOIQtIOn, Inc. 4268 WestroaCs Dri" West Palm Beach. FL 33407 Accordion Shut HV. BADE ®1 WJ OR W/o FLV. MG. IAMNG No 17-10 SHUTTER ASSEMBLY SCHEDU E FOR —HLv—a HV 1ADE 1ANG REC€SSED NYLON BASHING ORT RECESSED NYLON BUSHING FDE LON HAT WASHER EEL CARRIAGE AISI 302-303 SERIES 3/16' THICK NYLON WHEEL. AISI 302 SERIES SS. RNIETS /4- ACCORDION PIN W/ B8 HEAD ® HV 2 3/4' ACCORDION PIN W/ ®8 HEAD ® POLYCARSONATE IMPACT RESISTANT HV WINDOW EXTERIOR ASEE NOTE TOR OR 1EWIRENEMS) QOR 'M I FOR f� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ~�E HV BLADE. .141QAL SHUTTER ASSEMBLY X.1 NY PIN ©OR Ai (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY AT EKt I0R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ Po.lt.' IluoCs aNUMLE.-N BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. (SEE NOTE • MR .0044FF- Q i REWIREMENI$) (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER a i! SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'eA I I SHEET �i W fEEL CARRIAGE DETAIL ASSEMBLY LAYOUT N. ewn m7w. m . IL ECOIIEe. TILUT TESTING a ENGINEERING COMPANY N1! Mi :C•A S- 54 ]C1 V.RC'W CWOp1A ,{µ(i y Pnwe : f:a])e)t-uM . Tm :Owen-Iv1 km t T4lII 11 RE ]FORM [A 1.1102 040E5 NNUCI(LE E EXTERIOR oa 0525• d8)5 -- 91AOE Ae35• . r� .08255)O6 S• •1 (NNET!: A10,1I � "� I*SAYERM%4NATF IMPACT R SAVANT HV WINDOWII FOER MAKROCF[ 3103 POLYCART HATE RESINS. UV-STABTUZEO GRADE OR SABIC tTo eLNE e0 ]E INNOVATIVE PLASTIC LEXAN 103 RESIN 1 (SEE NOTE 'F' ON SHEET 19). POLYCARBONATE SOURCES FOR 4 mw ,R6pNFS IMFi9f eneaNm Rp4] v easrA arzmc vurr 6�• u1v amx mu mtn' mu m/P mmt,mo smn�v Pm ay oRm wL avo w M1dWK IiRLbIX •1 tAP FS1Y OM f;em wl 1.Mm 0.,1 ,uhwl uowws ans mro w.cao w: ]uma P.L rsu Pm.] ,u a xe s w, Pu] a euxmm., mu ow o-� aus a-� alv mr uAra lm oiw ,c.o r eeo meows lsu oIy 10,n] SM]pM Ytm MG llry 6V Py] P�, M,P PLL Tomu moss eaaa surtyPw cm sy am P•, meo wl A11S.S.A. American Shunter Sysiems Association, Inc. 4268 Westroads Drive West Palm Beoah. FL 33407 W2017 E\51ENN NEA. 91OPLY. N:C. B 9RT N TM Accordion Shutter System H.V. BIAIDE $1 W/ OR W/O H.V. W DOW BADE AWING No 17-10 10 h TILL O*Ua i ? 111.0 �tttiiiiit�t�ri7T��7��!♦�t� ti�'IT,fn 1'll I�I'II � L- I@-@-©•Owl To G3� 10 • �r w ���,. �la�. f�?ji w TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. LOCKS ' •' 3 SHALL BE AS INK LOGA ON LO �-} . OFTEN& CON ITTOH /2 IS USED W/TWO N' BE USED IF DESIRED T / MAY ALSO BE USED AT 4. m01 JAL'. LJ OF CORNER CENTk31MATE L112 ONE HV LOCH a ®SHALL BE USED AT 1/2 OF BNU(IEpFL1S�pµ FOR µY SPµ or �2FA.tY 8E USED ASAµF�N51or OR UOLR'uTEE1 LOCK, TTACNED 10 jF-`G T µY '0-20 x i/2' LONG MT HEAD 5.5. Mi LOCATION OF LOCK SHALL BE AS Il I DN. D: IF DEB OR FOR SECURITY PURPOSES, UP TO TWO HV LAY BE USED ASµ W9IE DR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTEFUM ES LL. BE AS VVICCATED ON TYPICAL SiPt ELEVATION. POSITION (NON HURRICANE W LOCK 0 of A SHALL R L<1 AN ANY SPAN LOCK. ING R005 ELEVATION. AS - .,.,r. — ,nun N IU 1<S' UN F UtNIETAUTFS SHALL BE MADE W/ 1/4'0-20.0/4' ALM RNNUT SHOWN ON SECTION HVE. SHEET 8. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B' uANT�N13M�����G ONE W LOCK or or SHALL BE USED AT 112 OF SHUTTER SPAN FOR ANY Si OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98'. µe FOR INSTALLATIONS AT ANY ELEVATION. NV LOCI( @ or @ or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO (9 Pr 0 SYMNERICAL CENTERUATEs W/ (2) 1/4'-20 . 1/2' LONG FLAT HEAD s.s. NMS. LOCATION OF LOCK SHALL BE AS WGICATED ON TYPKAL SHUTTER ELEVATION. USE OF LOCKING ROES R AND w/ O@ TOP D BOTTOM 6 COMPLETELY ,A DAToRY. *NOTES ON HV WT" LOCKS AND CENTERMATEC. 1. QiE ALTERNATE HV T LOCK MAY BE INSTALLED IN UEU OF NV lOC1TS& OR FOR ANY SPµ AND I STALIATION AT ,VLI' NEVATION. PL HATE LOCK Y RE USED AS µ INSIDE OR 0 DE LOCK ATTACITL OF LINK ® INCLUDES USING REWFORCWC LOCKE� AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE WNGNCONNEUTE OF W/ 1/4'0-20.t S.SAS.I INTO 1/� 0r s/8' rsrvINUT C- LONG K VAY BE P6TTALFD ATTJ*CADED Sol /MIDSPµx OR 12' NAKIMMI ASKI AND BELOW MIDSPµ. USE OF TWO LOCKING RODS Qs TOP AND BOTOM IS MAHOATOItY. •NOTES ON HD LOCKc k CENTERMATES• I 1. MO— LOCK xl�( NO cEN�mMLTES S OR(1 w/(il ONE ALTENNATE HO LOCK WAYBE USED IN LOU OF HV LOCn G. IM FOR ANY SPN1 AND NSTAW1ID16 AT ANY ELFYATION. ALTERNATE KD LOCI( e,, NAY BE USED AS AN INSIDE OR O b LOCK. ATTACHMENT OF NO LOOT Q! N 15 W/ ] �B . J/B' FL SSJI.i. AND P C, RONiORCEMENT INSEAT AS SHaAN ON SECTIONS has- AND KDC-MC, SHEET Ia. LOCK UAY a WSTALLEp AT MIOSPAN OR 12' UCaw DM BELOW OR ABOVE MIDSPµ. USE OF LOOONG RODS � 15 OTAPLETELY OPRONAL 111 Y` .........••...-r% L OMIT Bull tel ®20q EASTERN NE(Q SUPPLY. INC. �cenf' ** r' IL ECO tNG. A.S.SwA. ERT H Accordion Shutter System Y •. -o :, / / H.Y. BADE QI W/ OR W/0 KV. W i MADE . 9��••. F TTLLTI TESTING 6 ENGINEERING COMPANY en4 N., 14a. s, s. American Shutter stems A990CI0}I00, IOC. Inc. R6CAVNOK Lun (1gAm er: it I Ol0 IS-085 TN/1 Dae 01/27/17 F/� 1,.Y a44. rW.n.A ewms, nmu u1 Pw,. ; (w47en-Tsw . rw : (Am)en-IAI 4268 V.-_ ads Drive •_ _'S'f/O \arldl 2 A DRAWING No • m U v�ATI°'°°°o •^^ West Palm Beach, FL 33407 MLTLR A Nun A, Pa 17-107 A _ P.E. SEAJS7G MARE/DATE ILDPA" U` 1 •.142 s SHFFT CONCRETE MINORS NORS — (SEE SCIEDUIE ON SHEET ­CANCRETE ANCN0R5 ROOM CONCRET (SEE SON ON OR CONCRETE a SHEET 13) REOUIREO 1� 18 Iu (FEE rur Ncew ONIn T) 1- 1" E E wNuS.S. It Exs SC� ONGF� 1/t'-00 NUTS `4 ` `t/]"r 0 12 11' O.C. I 13 OR I6 r— -oPnaxu CD• SEpMAnON 10 C 1 �. -(SEE SCHEWLE ON SHEET 11) w50xO GUSS-� 1 1 L V WALL HEADER1 9Q HV WALL HEADER INSTALLATION + KEYSTONE SMUG m QJ,s=I I 1 OR ,a. 1 ` UM. SEPAPAl1ON ro GASS LOST "NIN wtttp y = (GEE SCNEpUtE ax SHEET 11) a Goa IR rx eMQ6ee � �tiA S-� I46Eq.AG'I I j f OPDON4 1/1' Mr.? E. I/PO-20,3 ♦' S.S. NACNKO 5 W/ 1/t_-20 NVrs 0 12' O.C. wh uw. s vesui o Tb ocr 1) � —(SEE OCMEOULf q+ SHELF S O HV WALL HEADER INSTALLATION ON T E. D.•' I � I ED.• �0116 D• �y 1 R•2•s :i _•C_C_=_ ,9 LED 3 as Ea• 1 (D4 ____ EO 1/E'P-2(W/P S.S. FNtWPS TRUSS "FAD L .1 �CONLRER A4[Na5 SCTIEOUIE (,"�� l.:/"'18 ,• MKWNE WRENS USMG ,(A'-p0 NUtS O II' O.G. ==�:J ' l\ CONC"F1E ANG"OR5 I/t a-30il A SEE SCMEGUtE ON 1RL1SS MEN) NAC"1NE SCREWS POVREO CONCRETE (SEE ON SHEET i3j 1 it;n. PCAINED CONCRFIE SHEET 13) W/ 1/t'-20 NUTI O 10' O.C. CONCRETE OLSON: N MONRED C HV WALL '. 1 SILL INSTALLATION CRE1E ANCKGRS OR CONCRETE eLOCN REWIRED • (sa: scaFDtut ON RED CONCRETE BEET 14) ( HV WALL SILL INSTALLATION ATION OR CONCRETE EIDEN W� REOUNEG 0 HV WALL SILL IN TA LATION NOTE FOR E[1+Rm1BLYFOR TrF CF_CnhYy. 1- SEE SHEEP A FOR tYPMAL SNUnER • INSTALLATION DETAILS W / AS$ELUN m M+r xer ro sort ANY INsrAEunou. IN "OUTR T Suff AN CAN BE COON. C. O. - EOLF DISEANCC (LEE SPCCn(ARIONS qT SMELT ,J) Eau •SEE ATGNS OF USE MR SiADEE ON Slim 19 9� l IJ HV BLADE F A T) FLORIDA BUILDING CODE Non High Velocity Hurricane Zone At,R '• CEN ••'' J sF •..9 O'1017 14ROO. M. 02017 EASTERN UEEAL SUPPLY, ON, c ; 4 LL E C O , H C A S A BERTHA H TM Accordion Shutter System P. ! or . TIWT TESTING t ENGINEERING COMPANY . f ■ American Shutter Systems KV. LiNC 81 W% OR W/0 KV. WLmx BldE a. R Rau„Rw =- r� �i�'•.(oRIOP: • -.0 .11 - .1 Nx. 3eu. s1, SLL 3m, 1l F++�S. HARD, v1 A990CIOtlon. Inc. I OLD 15-OTLS wrt n 7 1 mwN e» L.a 0.10 W 27 17 / / - 1� �• -I� Ptm : (30:)en-IM . Fur : (305MII_1531 4268 Wesim.ols Drive E .S�ONAL E',.'j1T 01 '-�' OL"pOON' - m-oa00719 West Palm Beach, FL 33407 3 DRAWING No ...... WKTFR TIWT Jr. ee L t 7— � 07 P.E. SEAL/SIGNATURE/DATE FLORM Ut, t ta5T s SHEET s 8 OF 20 XURED CONCRETE ANCHORS :BETE �ISEE SCMEOIILE ON SHEET 13) EDGE UPIED —' )-^- - a D. �-c oy APvuu ExR I 1f GR )3 CRf c- I ED� lY155� TO O,co D 6 O_ \ I�IIg9/6 mDD ) B ^� wpm: Q HV CEILING INSTALLATION roam —01 E]RI NG GIASS 0 l7 iI 8 y 3 BR 0 Not NE/0 TFAf WRENS a 9' O.C. OR 1/P1-90 S.S. N5. I CONCREff ANCMORS 6 W/ NUT a 9" O.C. I (SEE SCHEDULE ON I-. SEE SHEET A FOR TVPMX SIU TIER EON t D.. EDGE aRTANCE E SPEtl41CA11a6 ON SHEET 13) OR Qg� g WASHER HEAD 19' D.C. Ion ON SNDET 13) iP M!&fRED co' ME D4 R Mt NFAD CONCRETE wNtlIDIS (SEE SaI[pOIE ON SNCFr 1A) Q NV FLOOR INSTALLATION t 9 �`�sia s. EDGE 6 is POURED MT HFAD CONCRETE AYCHOR$ AU�RREU (SEE SCNEW,E ON sIEET 14) g ENCH IN�T'ALLATION A ID ONLY FOR UP TO ♦70. -75 nr As.D. DESIGN PRESSURE RATING Is MR SPANS PER SCHEDULE I3, SHEET' 11 D 17" O.C.1 1!cl FL 6 1140/4S-05. I __ , f^ 2 Ih1-aG,a/4• ss os Y,' O 09 0. C. { Mu. ABED I/AS_'p NUR 17 oR I B ,n• ..1• aomD \oN mrvn,,.e T I \\\ 17 16 ].00• ifiN. WAIF c mr[M,uM ,:. E0. Srt\I /14.]/4• F.H. Sa.5. MEN. . `CONCRETE PNCNORS `-sEE xotE IS(e) 0 9. 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Fe.: ryas)e)I-IS]l 4268 Westroods Drive OLD t5-oes 7/v , u,e oTly/n NqL EN�,III' =6719 West Palm Beach, FL 33407 9 DRavNNc No wws/Fa.Ar✓ WAPER A T1 is 0.E A 17— 107 /CN'\InT lee /n \.e nOflaA Ue. / 441GT WALL CONNECN DETAILS ON SHEETS TO 4 18 0 INSTALLATIONS WI 1 HY IN j—EzrsmG c.AGS .NO A:iary{1E Iry Laax ®a1 sa+> OUT BLADE W HV CENTERMATES 'I©°'®w©'O°t©wt0 •®fA **9AC 0E AMF6V ID OR ALL mAaxwm,¢ eentwaw m1x euaEp i OR ,U•1�Sw®•®'©'©w SEE ENO WAI,I CONNECTION r•-ExISUUG cuss MAILS ON SHEETS 10 of 18" ®•�„� ©w© ©w______________________L_—_--_—_—____---_---_-- _ tS]•.1 (Q:WaBNIaQ .LLLu. 1 8 8w . p�.@ 31/t- O.O O 7• 61/3- T. A•rtlloRs ro CONCREIC cro ou) a I '/z- w C T RMATES I ET YC r .S. t (.}t101/Y SYS 10 (M) Ai CCN ARGIL (iYO) i I I10+3.0 S.uS. G ,z• O.C. rUTA. 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SEAL7SIGNANRE/DATE nox u..I..I6, S ALILRNATE INSTALLAIJONV"" OC 0 MALE/EEME "T" LOCKS CENTERMATES _8_2_ &_ .Lgr.KESS t W/ n HV BLADE SEE ENO CONNE02H DETAILS ON smEETS to k IS OUT IN .t�osmc wss euo[m^•^ aw ws, adwm oe vca a �i0 •Q�-�•�-Ifll.ti]- vm » gvrrnm s 0 SeserY___________________.____ nu MRSff _: i�0 HV -T- LOCK (OUTSIDE) INSTALLATION Gl HV BLADE W/ HD CENTERMATES q_ .g_ ______________ _. IN p} n¢ , _7� Rsnw -(3-0 )a OUT 0-20 x 1 1/2- S.S.M.S. 7/8"0 • 3/32- WINGNUT. r,VV* LTE TILUT TESTING h ENGINEERING COMPANY !Y! e.a. Y.n R SM1. SM. V.y^YA dWiS. ROT) 11 .-ma: Mr.een.d.00m ®-0006)fe WKi[q A t44i fir. P.I'. ROF:M Ue (44157 c o I HD9�HV8 OUT tO"I HDC-HVC SYMMETRp CENTERMATEc SYMMETRICAL ND CENTE MAT c W/ OOK (EXTERIOR) W! (3Y 0 K (JNT RIORI A,&S.A. Amerlean Shutter Systems Assoclatlonr Inc. 4268 Westroods Drive West P-Ir Bnoch. FL 33407 to vero a man mp { n® woa w sm s w�mr. rw,.n eu(3 mu rw-an a wn mr u[ tdmve," .a.rrursee en ervu0 Accordion Shut RV. BLADE ®1 W/ OR W/O HV. No 107 0 f6' OC. 2 EO EO I 1/2' L"N -- a /1Or16 * OO.C..C. OR -PONREO CONCRETE OR CONCRETE BLOCK WALL REQUIRED -EXISTING GLASS —r—i —POORED CONCRETE OR CONCRETE BLOC( WALL RECLnRm . �E)URNlO G455 . VOLii f %IGALS (sE �KORE AD It FOR SI A(I MD DAN IDE ' r ON SIDE, 19 M i I _ vre nG[ OR C VItAUIE BLOCK WALL REWRF �EicsiN^. GLASS r—i USE 1' Oft 2' MAX. I U (Ab IDPUGRE)a211/B'.O I� AC➢LONW CUP ANGLE (606]-T6 ALLO1� AT IAOKEWNT T #).1 (1) /10. V2- S.us. 1.0 WALL AT TAPCONS ANCRORT ro `� SEC DETAIL % E WALE AT T O.O. ILANCO S SEE CETM. X FOR J ( OR 50C CTONNEU 5 1 OR ®^ DRIER WE OF@) 1 OR SQE CONNECRON ((�� !� 6 O� ®v TO TRICKS I RY^V^O.O^ e I SEE DETAM1 x -6 B EXISTINGII GLASS L vM1L S➢AWIEN TO LASS (SEX � kOLLE a1 sc I I 01 as¢ 1 CONCRETE M'F5m@ ANCO.C. 2' 4W. 5 \_ I OR I®' L PoOREO CONCRETE OR E RCLINED BLOCK WALL 0•0.©-�, Q AND CONNECTION DETAIL 5 5 ®•®-® o ®^® a O'®-®•®-©•® ®^ Lfi •di�^dl•Q ©•®- sTOE cTON TTR4C:xs I�O PG O•Q•©-©.Oj. v END CONNECTION DETAI 3 O'4 END CONNECTION DETAIL 2Q Q r CON NCRETL OR I REWIRED CONCRETE BLOa( WALL r' ANC --------1.L_-__ _T O ib- O.C. D p+ -- MARb! aD_-_____ COMMIEr 1/2• MEN, TO ANCKOR 0 .-. — I ON, mM.O I SO 2• Mw. I .. OR • SEE UM AROUS OF USE FOR RLAOE ON SHEET IR WN. NG GLASS —r-S # REOIAREO ONILY FOR SPINS GRFATER TKAN 1 0O1?®ORgGR@OR(g VIEW Y PLAN DETAIL x DETAIL (g) �P' • FLORNA BUILDING CODE Non High V.I...ty HYrrjcOOe Z( }Tr1 iy ENgF'•,•• 9 - O2o11 lAR 02017 EASIERY METAL SUPPLY. INC. ISIE R TM ILE Accordion Shutter 'p0 :� •"IVY TILUT TESTING k ENGINEERING COMPANY A■ American ShUNer SYsiam9 Systet H.V. SNNOOW (LADE RLswvmpW , AssocIatlonl Inc. 1 OLD Is-O85 Pnw : Lt95}STI-1sw ca, (ve)8...... 4268 Westreods DirgeWest POIm Beath• FL 33407 p M49 W&FUt A nuT.F.E OC CCAI /XYF�unn lOf /nAic FWRW Mc I Nlb7 _ MAXIMUM SHUTTER SPA (ft.). FOR IN5TALtATION OENTERMATES ® & W/ ONE N.V. LOCK HDLOCK ®1N/ NO LO CENTERM I@ 28(e 1fl-T' LOCK 30 W, RODS 35 1rF0P& I IMF C01K�ETCe 1ST RVTwE T'NE NOaNI11K (D��J L1 NI L-(a) 30 OR LE 16,-0- IV-0' 35 14--lo' W-10 / 40 15-10• T9-10 45 13`-1' 13'-V OR pr U or GNG ROD! 29 W/ 0 MAXIMUM SHUTTER SPAN- 'L+' 81. OR I-- (IL) FOR INSTALLATIONS W/ o &&� Pr ONE HV LOCK or ® or W/ NO LOCKING RODS 11 (SEE NOTES t, tt) rtNMaT rtoaalD mlxml¢ A%IMUM St.)U�SPAN*R 'L (/L)IN & W/ OFtW/ NO LOCKING OS (mum FOR UOU141W(@ SHEET 7) CONCRETE 4a8 Gx wSiN rauS W�teq� FEWR/CpulR uMlmNa 4J W S+ as -1 RGOR(vrALL 4WxiNc INSTNIannN Ir{FN CONCRETE & MANSORY W000 WALL A� B. C, 0, MOUNT] F. K & L FLOOR/CBLIN0 MOUNTING G. H, 1, 11. J T. U. W & % & IJ 0 ugauuM SHURER SPIN 'Li OR 7 • FOR NSbwUR)NS IMO WOOD SHAL BE LIMITED TO 105 pal. ASD. DN9GN PRESSURE RATING. t NV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING amT TIONS. LOCKNG SPECNiCATKINS SMALL BE AS wDMATED ON MANDATORY CONDTW 12 NOTE 8S, SHEEr 5. tt EXCEPT THAT MMUMUM SHUTTER VM 'W OR 7-• AA VACUUM ASD INNING PRESSURE PATING FOR INSTALLATDNS We CONCRETE OR CONCRETE MOCK SNAL BE UNITED A6 FDLOWM 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 MD 8--0' SPAN, SEE MOUNTING©ON SHEET T, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1^ CID HV BLADE 0N117 MnOo. M. ILT E 0- OC TILUT TESTING & ENGINEERING COMPANY A� HxF, wmlz r1n�• ss Mam: (30!)aT1 _ ..712 5)fhl-15JT ,. 44 V IT 1 e- ED-pruz •G�6�@- tS��ipc /naTr MILGR A I ir. P.G. rtowxA Me. / 4+1aT A.S.S.A. American Shutter Systems A9900lotion, Inc. 4268 WeslrooEs Drive West Palm Beoah, FL 33407 (1) L+: M MUM µLOWAME SPAN FOR A ORFH POSNNE AS.D DESIGN PRESSURE RATING. I., MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE WXIMUM SPAN MR vlµL MOUNTINGS (TOP/BOrCM) OR BOOR/CEUNG: DVEN A POSRRE AS.O DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE GIVEN A NECATIVE A5.0. OESIGN PRESSURE RATING, DETERMINE MAXRJUM SPAN'L - FROM SCHEDULE rwµ MAOMUU µyDWagLE SPMN IS EOMµ TO THE MNIM..VM DETERI SPAN BETWEEN 'L+• ANO T.-•. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN MR COMBINATIONS IN BETWEEN WALL MOUNRNGS W/ FLOOR/CBUNG MOUNT0IGS: FOR A GIVEN POSRRE AS.O, DESIGN PRESSURE RATING: DETERMINE: L1+e MAX. SPAN FOR WALL MOUNTING INSTAMAIR)N5. D+= MAX. SPAN FOR FLOOR/CEUNG MOUNRNG INsrAUAnaNs FOR A GNTIv NEGATIVE µSD. DESIGN PRESSURE RATING: DEICRMINB LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS V-e MAX. SPAN FOR rOOR/CEIUNG MOUNTING INSTµIATIONS. RNµ U UUU ALLOWABLE SPAT 15 EOUA. t0 THE MINIMUM BETWEEN U+; U+. U-' AND U-' (4) GO TO ANCHOR SCHEDULE 1•WTH Fwµ MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE UAIOUW ANCHOR SPACING. l 2017 CISTERN 1DTµ SUPPLr. N[ BERTHA WVM Accordion Shutter System KV. 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AVCNOPS TO SUBMRAIE M{KL BE AS FMLOWS (A) TO MnW PAINED CONCRETE (Min fc 3 W) 1N[%IORS- ROKyHO IPCOWn - 1/4'0 TAPCON OR TAPCON WIN ADY)2KE0 MRGDFGRY TECNNpMY ANCHORS. A, YAIYrACNREp BY U.N. BI MM (W, re . ] LHj - 1/4.0 F 3/c' IIL FgPRS 5p(ID-SET µCH0i5. AS 06FPoBURO B/ µL FONTS TAPEtr1 OR IAPCON SCREW. M' k SPECIKTY COMPANY. (IOn fc . 3 bj - 1/4b BLUE TAP CONGREIE ANCHORS W/ CM AS W.WF&T11NED BY FWR'AA FAMFNES GIRECF, WG (Yin ra . 2 1w) - 1/4'e G➢PER4 AYCI{DR$ AS NAVUFACTURED BY POWERS C AOVAHCED MRFAOFDR4 TECHIgtpGY FASTENERS. INC.. AND'OISRABIITED BY AU- FORM SCREW. DOLT & SR!MTY W4PANY OR AM OMER APPROVED LA:ENSM OR AUTHNRM 4ENDOR REG6RRE6 WITH THE AAEIMAH SNUi1LR SBTEYS ASSOGAnON, ING (Yd,. fe 3 W) ALL POINTS SOUO-SET BLUE TM W/ CAP NOTES fAPPER. AI) M EF9ED4WT INTO POURW CONCRETE W TAPCON OR TAPCON WIIN IA'A MRENFDR4 TECHNDtOGY .WCHORS AND TAPPER* &'CHDRS 5 1 3/4. ANO FOR BLUE TM W/ CW ANCHORS IS 1 1/r. • YI 1P,gNP6 a VY FO9 A2) I MIYUU WEDNER OF 1/4.0 0 3/40 ALL PpwTE SO11D-;ET N,,Wn SHALL BE ]/B' INTO TIE PoUREO CONCRETE NO ENOMNEENT INTO SRKCO SNµi BE PFANEE). 1/4.0-20 SS. YAMxE SCREW Ty,,,SHALL BE 1 1/2- LONG YNNAIY SNGRD STIKCO liA'L 1,lOu 9p(11v EYIST, AW 1' w,s,UY FOR MOLLS WRH NO SIHCCD. A3} IN CASE THAT PREEAST STONE, PRECAST CONCRETE PANELS. PAVERS OR AM' VENEER BE i ,HO ON ME EbSTIN6 WALL OR FLOOR ANCHORS MULE BE LONG ENOUGH To NFACN THE HAN sRRICNRE BMW SAO WµL i SHM AACHGNGE SHALL BE As NOWATTO ON NOTESAI) & A2) ABOVE. FOR NSELA1laS GI WIY11. MpNC M ElFS WIM M TIITHdR YEK SNOB CaRMILT M6 [NGNEEI, FOR NSTAEAMLN INTO BFS " YET& SMOG BEE SHEET 20. (B) TO MISTING CONCRETE BOCK: (ASH C-90) - 1/4.0 TAFDN OR TA N WITH AOV&ICEO TMLFADNRM TECTHNUDGY MOORS, AS NAWFALNRED BY NEW. BUILDEK - 1/4'0 0 3/A- ALL POPITS SOYD-BET ANCHORS. AS C6IPoWRFO BY Al PoNIS SCRET. E T & SPEMW COVPANY. - 1/4'0 ONE TAP CONCRETE ANCHORS W/ CAP AS WNIIFAGIIRED BY FIOWUA FASTENERS ERECT. NO TAPPED N - 1/4.0 AIRS AS YMUFIOIMOD BY POIFFR$ fASTFNTIE, M, A, DISWBurm W ALL PGtIT3 9fAeW. Bar & SPFCL&M EOYPAW ON ANY EFHER APPROVED LICENSED OR AUTWfUlO BOLT& s TF EcA VEIOOR PE4TSTERm WITH THE AVMCYI Mi R ENO W ES e1) YWNUu WBEOYEM INTO EONCRER BLOCK OF TAPWN. ME TAP W/ CAP ARMORS ANO TIPPER. AxapRS R 1 1/4' AND TAFVN WIM ADVANCED TNREADMR4 TECINOIOOY ANCNaiS IS 1'. B.2) 4NNUY WOEDMENf OF 1/4'. F 3/4' ALL MINTS SMI-at ANCHORS SITYL BE EMIRELY MMEED INTO THE CONCRETE BLOat. NO ENBCDYENT INTO sFfG SNNL DE "MATTES' 1/4' "0 SS. YACMNE EERIER USED SMALL SE 1 1/2' LONG UmUM MROULD STUCCO EUST. AND 1' YNIW4 FOR WALLS W1IN NO STUCCO. BS) N CASE THAT PRECAST STOLE PRECAST CONCq£iE PMa% PAVERG OR &TY Y,NEE,, M FWAD ON THE E s,I WNLL OR BOOR. ANCHORS SHAD. DE WHO EWWH TO RT&II THE 4NN STRAMRE OMEN SAD WALL nNISHM INCNOPAGE SHALL BE AS WOK.VFA ON OLDIES 8.1) & 12) 1 .. 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SEPAPATm TO GLASS —(SEE SCHEDULE) I EX6 rant'. �COM. wv. srt[t trawl cxu+HEL � u A FMGA9t 1iAfitu A-av a .0 n, e-eD EH.VItdtCp f/SIENEEHEp i0 SN04 . w/ (z) 6e.tla• ia� wmws ax e3e 43e 1 �NRAfdR tr fYRRo fKE ! 10 6' O.G O 6' G i GENERAL I iMITAIlONS AND CONDITIONS OF IISF FOR BERTHA Ctl HV BUVDE ACCORDION SHGFFR SYSTEM INSiA 1 a I TO METAI en In WALLS 1 S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 ,(pal) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4. ONLY ENTERMATE 2i W/ 24 HV LOCK ARE ALLOWED WRH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE, ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH GLADE@ 4.ao. 3 i /4"m NOMINA ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GI ASS S HEnl D G 3,aao• Max WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4' u:, ASTu A-sss cwia`io �- .£yUdx-"� @ V O.C. WA u.n. G-a0 c4v. StEa. , uET4 sruos A> te• D.c. t11a. ;<, "; ��, MS LL HEADER/SILL MMLLATION ✓-fA5i1NG AS MPLICIBLE (lvP: ION & a sGif01A) 1/2- M[h) A. Ti(, -"-. 020fJ T¢nrn. INO SENS /9`n 1 LT-I�E C O y TILUT TESTING A ENGINEERING COMPANY Q� [}. &333 HY.;b'J. SL. 9a !W NNC1*1 GMNHS. {yaggt ]3' I2a,%5>I-IS]R. T.,:. S]a0j0T1-.6]t m°0` m iHLO r- n"TC 719. -4%R 0. My ' P.E. 1LDAOA p 1 44161 WN. SEPAP ON 10 GLASS EE (SSCHEDULE) I/2' MAX. STACK AAIIS.A. American Shunter System, Association. Inc. 4268 We4troads DINE West PGIm Beoch, FL 33407 ax LENGTH f I- ® 1/b"ID-2---- �X3a BO1�g017 MUST PENETRATE L_ 1/4'0-20 THREADS d3 t "Z E 0 NnRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE 3/8'. 1' N•x DOSS' THKR uln. L=I 0 AT T 2 FN NEPOEft/61 ENDS SIDE CONNECTION TO TRACK crcry actµ Wp Y. LNG. BE T AN TM Accordion Shutter System KV. RADE #1 W/ OR W/o KV. WHODN BADE AWING No 17-10