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HomeMy WebLinkAboutSET UP-INSTALLATIONitAggPa3:11111111CLO t 1. BERTHA HV. AMMGsM SHUTTER MITM SHOWN ON THIS PRODUCT BoLUATDOM MMMEM (P.EDJ IDS BEEN VERIFIED FOR COMPUMCE W ACCORDANCE MH ME 20TT (STAR EUBDON) OF ME FLORIDA BUIMNG GODS THIS ACCORDION SHUTTER SYrEN SHML NOT U INEGUEO AT HIGH MOODY HURRICANE ZONES. DESIGN YARD LGDS SAME BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED, REQUIRED BY ME JURSCICTION MIEN£ ENUTTOR Ma BE INSIAUM MTH A DALMONALRY FACTOR K4wO.S5, USING ASU 7-10 AND SHALL NOT UCEEU THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS Woecch ON SHIES 11 MRO 15. 19.& 20. W ORDER TO VERIFY THE ABOVE WNDRER, ULTIMATE DESIGN MIND LOWS DOOMED PER /SCE 7-10 SEAL BE RBST REDUCED TO ASD. DESIGN MIND LOADS BY MI1I.TIPLYNG THEN BY Me IN ORDETTO COMPARE THESE W/ MA).'(AS.0) DESIGN PRESSURE HA MM MWGTED ON SHEETS 11 HRU 15, 19 & 2D. W ORDER TO VRERFY MAT WIPONENTE AND ANCHORS ON THIS P.ED., AS TESTED. WAVE NOT OVER STRESSED. A 33 X WCRFASE IN AUCISABLE STRESS MR WIND LOADS WAS B= USED IN MEW AALYSS. HONLVER. A VMD WRµOH FACTOR CO-1.60 WAS USED FOR WMRCAFoN OF FASOMOS W WOOD. ABERTHA M.V. ACCORDION SNORER VIEWS ADEQUACY FOR MNO AND IARGE NTOI MPACT EGAD COLS BEEN VEUlM M ACCORDANCE MMINSOMIGH 1609.1.2 OF ME ABOVE MENTIONED COPE A6 PER TU REPORTS -NV BLADE.(b 10214,01-03, /0715.01-03, 11004.01-05, 11214D1-05, 10317.02-D6. AND, 102IOAHi l l AS PER TAS-201. TAS-2D2 AND TAG-EQ3 PROTOCOLS AND AST -,US AND µD E-106 SUA ARCS (MSSLE LEVEL D. MAID TONES 1, 2 & 3) & /122D.01-10 AS PER E•S 01. =3 & 2W PROTOCOLS URGE MISEAM -W MHCOW IMAGE O 105Ds.G1-O8 AG PER. ATOM E-1686 AND E-1996 CUKSRE LEVEL 0, IMU ZONE 1, 2. 3) BASIC PROTECTION ONLY AND / OT25.U1-88 AS PER TAS 2W PRGTOCs_ 2. W SWE(D AND W MNOOW BWE 0 ARE EN "NUM ED To MIRK M WRSMN MN EACN OTHER UNDER THE GEIEb1 LMITATIONE AND CONDITIONS OF USE INDICATED ON SHEET 19 3, BERTHA, HIV, ACCORDION Wag (HY SCREWS). USED AT PLACES jaAlc C µ0 MR DIRECT MOUNT CONNEOTON TO MALTS SIWL BE /14#.75• AND /140.75• RESPECTIVELY. 410-W MINIMUM SERES STMNLESS STEEL SCREWS WBH 135.0 AS REED STOENGTN AND 1S0 W TFNSAM MOST" PINS SIRE BE ODIUM WITH SURGNA W DMROSHIETD COMING SYSTEM AS MANUFACTURED BY APPROVED GGARNG µPUaA10R8, REMEDRED WITH MHERIWI SHUTTER STIMUS A655CNTION. FWD MUST BEAR ME W MAKING ON MDR NOD. 4, ALL AWMMUM "MUSWNS SHALL BE ALUMINUM ASSOCIATION ALLOT AND TEMPER AS MOICATEO ON SHEETS 2 AND 3. MIMMUM WELD STRENGTH TOR 606E-TG ALLOY 3 Sao W AND 38.E WI MR 5005-TS ALLOY. &. ALL SCREWS TO BE STAINLESS STEEL W4 OR 316 ADS SERIES OR CORROSION RESISTANT GGATM CARBON SRII AS PEN WN SMH, MM 50 kE MM. YIELD STRENGTH AND 90 Lai MM, TENSILE STHEMM, AND SOME COMPLY W/ FLONDA BUILDING WOE SECTION 2411.3.3.4. 6. BOLTS TO BE AFM A-3W BALVAMMED STEEL. OR NS SW' M 316 SERIES STAINLESS STET. WITH M W MINIMUM YIELD STRENGTH. T. SEE ME FOUOMNG SHEETS FOR ANCHOR OMFGRMS: W OWE 0 : 12,13,14,15 AND 20 MY MADE 0 & 0 Y RaNG W UN150N: 12. 13 & 15 & THS GONNA Y WCARCORDION SHUTTER SYSTEM PEACOT S A U.& PATENT /6'TI9.W. MPONENOF RYE APPAWY ARE CGSRED, W "H OR IN PART BY US. PATENT JV45B,1T9 ISSUED TO EASTERN S. B SIRE BE THE RESPONSIBILITY OF ME WNiRMTOR TO VEPofY THE SWND,NM OF THE: STRUCTURE WHERE SHUTTER 6 T BE AMIGNED TO MORE PROPER AMOAADE CONTRACTOR TO SGt/GROUT ALL EMITTER COMPONENT EDGES WINCH REMAIN, MRU FASTENING IN CONTINUOUS GUNW, WITH ME BIIUDMG TO pIGYFNT MNU/NNN NMUSON. TD. EACH UNIT MUST BFµ PERMANENT WM W A VISIBLE PLACE WTH WARNING NOTE WRING PERIODS OF WRRXAIE WARNINGS HOME GINNER, TENANT. OR OMERB, MUST PROPERTY CLOSE ALL MD AND HW COMMUTES AND ENGAGE OR LOCI( AU. Try AND NO LOECI. I" SHUTTEI MANUFACTUREN'S TAPE- SHWA BE LOCATED DN A RWBY YSGLE LOCAMM AT AMMGIOH BHURFR W AOWRODNCE NRH SECTION 1709.9,3 OF FLORA BOLDING CODE ONE LABCL $LULL BE PLACED FOR EVBTY OPENING. WOUND TO COMPLY MIH SECTION 17U9.92.OF ME. FUDJUA GaUsNa WOE 12. SOMA I H.Y. ALCOROIOH SHUTTER 55BN'S INSTA UGGON SAL COMPLY MM SPECS MDICATW IN THIS GPAMNG PLUS AM BUB.OING AND 2ONMG REGUUTENS PROMOM BY ME NWSWCTroN WHERE PETIT A AY4NS0 T0. 13. (a) MS P.ED. PREPARED BY MS ENGINEER IS DOES NOT PROVIDE MFORMAIION FOR A SITE SPECmC PRGIECF; Le. MERE ME SITE CONDITIONS COMM FROM ME P.E.D, (Y) GMBM GTM TO BE RESPONSIBLE FOR TM SELECTION. PURCHASE AND INSTAU MMI INCLUDING LIFE SAFETY W cU.pUGMG,. BASED ON TINS P.ED.. PRMM NE/SNE GOES NOT UMAW FROM THE CONaTIWS DETAILED, M HMS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS ME CMMA CTS RESPM,B ITT. (C) THIS P.EG MIL BE CONSIDERED WILD LD R ALTERED, BY AM MEWS I ( SEE SP % PROJECTS SHALL BE PREPARED BY A ALONG REGSnRED ENGINEER OR ARCHITECT WNICH WILL GEWUE THE MMNEER Or RECORD (EGA) FOR THE PROJECT AND WHO WILL BE PEYEW. NSIBlE FOR THE PROPER USE OF ME PY0. EN(AEFR OF RECORD. ACTING AS A MUTATED ENGINEER TO ME PIED. ENCHO R SHALL EMINENT, TO lb LATTER ME SITE SPECIRC GS DUBRFOR (Y) MNGIEV. P.ED. SULL BW THE GTE AND OPIGW.LL SEAL ACID STGNMURE OF ME PROFEBSRNAL ENGINEER U GECORD THAT PREPARED' a. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-32 SHEET 3 TYTNCN. SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL MNDOIN'SWE & WINDOW DETAIL. AREA 2; H1/ B)_AEL.n AND LILY WINDOW RI AQE 64 (WHERE AP P _I Ir:ARL c) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTAUARON DETAILS A-F, CONCRETE/SLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCREE/BLOCL( SHEET CEMTERIM DETAILS NY SHEET 8 CENTE'RMATE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCREM/SLOCK SHEET 10 MAXIMUM SPAR TABLES. SHEET I I ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEOLUE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R, WOW SHEET 18 WSFAUATION DETAS S-K, WOOD SHEET 17 END CONNECTION MORE 7_12 & X. M D SHEET 18 AR A 1 HO WINDOW BADE l�lA ONIY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4- HV WINDOW GLAD (i70N Y UIETALUFION DETAILS. METAL SPUN WALLS SHEET' 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ♦AAA SCANNED BY Lucie Counf�� I1 P�.♦�.... .... •�r/JS y�.. JGENSF ..? 3 }Af\J i it ' c ♦ f9V f" i rY[zLArtmINITf�`NITS fi${CIRNAYIIOFimw oPOp RIYEW. WC. �� EC O EIyC. Ate�7,>r7�M� American Shaffer 5 fems YS Association, Inc. 4268 WeslroGds Drivev•�"'R871-1IFiWesT 68 Beach. FL 334G7 02012 EASTERN UETAL SUPPLY, Inc. R VTM Accordion Shutter System Itv. ELnDE 81 w/ m w/o KY. WNW MADE TLLMT TESTING &ENGINEERING COMPANY Nr. ]4:A A m. _aA MRPI,L Y,�DeDMSA MI F m :OGs en -Ism • F : tDYSM 1-lm ML-0W5D19MOB A PMR 3r. P.E. ROROA W. 14.167___ aD IS-OBs T/2T/1 GA�- 0T/%1TSt. 4-- DRAVANC No=sSrOEN' 17-1 O7P 1U HV SOLID BLADE COVERED UNDER US PATENT It 5458I79 USE OF BLAQE4�T-ON SHEET 19 6�HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ W 91 )" 3. a6o" 8)0 1.666' 4 tt HV CEILING HEADER 0 FIEO FORUSE W/ HY BLADE 1 ONLY, SFE SECTIONS FOR VAUO 6063-76 ALLOT AND TEMPER et a• g t t. - 3UHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ W BLADED 6005-T5 ALLOY AND. TEMPER 1g HV HEADER SILL (,� QUALIFIED0�TG A40V AND TEMPG ONI: OOUFREEN OFOU E isH BLADE I�A TEMPER_ B)HV WALK —OVER TRACK OUALIHED FOR UE W/ NV BLADE 1 6063-T6 ALLOY A 0 TEMPER 6M %1111 Y10tt 061' IDE ANGLES ED FOR USE W/ HV ALUMINUM ANGLES BLADEQ OUALIFIEO FO$ USE W/ HV 6 ALLOY AND BLADE CI ONLY. 606346 ALLOY AND TEMPER WUPONEM A R LI tt Q ]' 9' S' UAX 0.tsD' 0.19I' 19 25• )• MAY. 0.190' Olw 2• -• NAIL, 0.139" 0.131' @5 HV 90'f180_STARTER QUAUnED&R USE W/ HV BLADE 1 6063-TS ALLOY AND TEMPER " 99t' 613 t ' nD HY TRENCH TRACK QUALIFIED FOR USE . HV BLADE (>) ONLY. 01 I HV RAINGUARD QUALIFIED FOR UdE W/ MY B ADE I 6063-T6 AHOY 4 TEMPER - it Ir 11 .• •• E!!A/� = .' aeN ✓Z ! 6Ti1 : i OZft' .ORION:."4 tdA V` N%I:�tAtt F C/nnC 02017 MTfW, We; �eco6 A.S.S.A.HV. American Shutter $Y91aRIS Association, Inc. 4268 Westraads OrNe West PPIm Beach, FL 33407 02017 EASTERN METAL SUPPLY, WC BERTHA VTM Accordion Shutter System tem BLADE $1W/ W/0 KV, WMWI BLADE TIWT TESTING & ENGINEERING COMPANY w,5 Rn. x„ s, w. xa „P�„ wux:• „a�a, u,n 0637e71-I5341. Pm: t307871-lu1 -.oa— m-99nb. PE TarI 1LCgpA M/MIVP , x pesPePnOR GATE yMym gy; L.e 1 DR1AI.7WN—G N0o 7URA as 5 1en.�.-. I T o• p PUN � mpNr EIE/AMIN LOCKER FOR "T" LOCK ENTUMAII: QUALIFIED FOR USE W/ HV BLADE 90NLY 6063-T6 ALLOY AND TEMPER t91 063' .xH' r„ a• 19 8' �M1 QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER (31) HD CENTERMATE W/ NN 6063 r ROD �1 OUP FOR USE NV BLADE 1 & 063-T6 ALLOY AO TEMPER 0 LOCKING RODS OUAIIFIED FOR USE W/ W BLADEQ SOS!-T6ALLOY AND TEMPER �INSTALIATION WILL REQUIRE A 711E 6063-TG /• Lt iT-47Y, fit A( ��y�J `IYEN OWOFlED FOR USE vt/ HV BLADE l ONLY 6o63-T6 AL10Y AND TEMPER aw• n 9b6• HV FEMALE T" LOCK INTERMAU QUALIFIED FOR USE W/ IN BLADE (1l ONLY 6063-3 ALLAY AND tWP @3 2 gI QUALIFIED FOR USE V4 I V 8LADE 1 & G1 6065-T6 ALLOY 0 TEMPER �I/a•p (SIA HV 1 /4" d-2n Alsl and S RI THUMBSCREWS QUALIFIED -FOR USE W1 W BLADE D r n amE 116' t RCvs S (eo BCu[p Ni�Ep) gFlID) ® HV LOCK ® HV EGRESS LOCK ] QUALIFIED OR W/ HV QUALIFIED FOR USE W/ ILV ® ONLY. BLADE 10 & (9 ONLY. 'L■�x50• aD�. 619• _321.Tv 'EO 1�0 h 1e• scR w h „ 6. .380' AtT[R RNLTIN 114"Q-20 x 3/4" BFsoRE RrvEnnc EJ S.S. THUMBSCREW 1/4"0-20 R1VNUT* �_--•' tsrmts 91.4. NuetYY11 (x -T3 A Y) u RAM INN i8i(J SMFIT NUTSFM. NAT 100n. AS .1A MR➢ 6Y ALNL dtRlr✓ R%OFN, PAH4PPO x.. Mvi c, Qf . EpWJ_ HV "T" LQCK (9 HV ALTERNATIVE LOCK QUALIFIED FOR USE VU tlED FO USE / NV W/W BLADE(j)ONLY. SLWE61 ONLY.1Y (R BID LOCK V MW NMCPWME S SEWES xm NDDN BOLT WM OUAUFIED FOR USE W/ HV BLAOEO&.O L111• •`G><ne��ilL 1. y jp'_ Ox91} Tl1EC0, WC. 02017 EASTERN PEEN. StJPPLY, INC. �. HVw Accordion Shutter System dTl\_•.•GEM`' IL E C O INc, A.S.S.A. * TIWi TESTING LIT TESTING American Shutter Systems RV. BADE �t W/ CR W/O H.V. 1WPUUW HADE w. pEselePnml °°1C °FARM "" `a L� ; STA &ENGINEERING COMPANY � M.1 E R cwmM, Nara, pv Association, Inc. I OLD i5-0e6 T/x]/1 dIL i/x] 17 Ppw:L]AS)9]1-15Jo. Ept; (]SS)6J1_IxJ1 ®'- noe¢ "� 4268 West, Drive West Palm BeOch, FL 33407 1; ': ��'•'20RI9a.•''c. 1d6 rs�b.... a x DRAWING N0 y p�a1,L nLL A A i¢ i P.E 17-107 P.E.�SF /RRidAl1 a'fnA nora. Mc / ut6l _ i _.._— SHUTTER ASSEMBLY SCHEDULE FOR HV HV d HV BLADE 1 ® NV BLADE IA HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870'K3/I6' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS ® M 1 3/4- ACCORDION PIN W/ g8 HEAD ® IN 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT W WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf WV OR HV ® BLADE. (2) HV PIN:® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. (3) HV PIN 40 OR @ W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. HEET POR4" .048'-,t- U TYP. O B) EXTERIOR #EL CARRIAGE DETAIL 2 OOR ® i OOR® i? i EXTERIOR HV PIN ® OR AT EX IOR B ADE's KNUCKLE. (SEE NOTE • FOR REOVIREMEMS) i KSSEMBL, LAYOUT o Y Sa25' .18>s"rf`—ail JJ�-1 6u0E .as2s• ter,._. A4zs .0s2s ]K POLYGARBONATF IMPACT K10AM HV WINDOW I BAYER MA4ROLON 3103 POLYCARBONATE RESINS. UV-STABiLgED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19), POLYCARBONATE SOURC£S FOR 11Y.l rammi[8 .APIrsE y{ygyq M7rAvrT MSA+ r � 7� As eOSleL mme awmr 1mu+wu: Amdm au]mr' aaa:dtt mEa[ 14W xPOmx w5n W]d vACO R.t vt® Ht rtfM1P SRttlix I.1 MD AS1V YR] RYb RLL U.x% L.A rLOiW Vt IYptV] WPI6 M1i1Y mNN ]IORYi 0.t4 .43$CO RLL b:RM]:](O !SW 4tb ID R-V R R� ASN DIM] Qj S DDA R RY a.IF w ewes Am dos 11 . o-I ova ssF KWdI ulu mwR Rm-r w7 OTAOIRf6� Asn nv IQ`y[ ]9R1#iN ERLY RL111NIA6 ASN 6L IY19 PU Dp1O y..,[ letDE: W@59 86LII R4T8RA rml W DKI P+1 D[rvJ' YK \\d � .•'' JCEN$l :V'p ? 0=17 lamoo. wL. IL A■.S■.S■A■ ON17 EASTERN MEIAL SIMPLY. INC. RTC TM Accordion Shutter System ' \ :��. \R 0� ( l _�447 \\\ •'.c American ShMHer Systems Association, Inc.IOC. 4268 West..... Drive West Palm Beach, FL 33a07 H.V. MAX #1 W/ OR W/0 RV. WUDOW MADE TILUT TESTING & ENGINEERING COMPANY 6]]] tta au 5; SN. ]m. ]wmM FARme, rtanq ]II Rnx.: (sasle71-1a3c . Fm : (]nslan-R]I m-o oe7719 ' WKTA 4 1 Jr. PE MOROA u t "I" Iv, x OTsauvn0x am 2RF W 1 WD 15-CU /2711 mm- 07/27/17 s$/ONAL09, ILI P.E. SEAL/SIGNATURE/DATE 2 a DRAWING N0 17-107 curt, 1 a I I0.0" 0'0"a�" 1P2 11��� ` N III � � 1 YR"A" 1p•Y��5w©•�3.a.�. V''ILfal'7•®n®. �� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. • NOTES M HV LOCKS AND CENTERMATES I. INAAmATOR GNNOI110N /l, ONE W LOCK Q o7 ® SHALL BE UBEO AT 1/2 OF SHUTTER SPAN OR 12' AI)OYE OR 8¢¢,O,w 1 2 OF SHUTTER BPA4 FOR SPANS UP TO 105', AND FOR INSi TIO ELEVATION. HV LOCAL. F7j Or MAY BE USED AS AN INSIDE OR OUTSIDE LUCK, ATTACHED TO� 0 CENTERWTEs w/(z)ql/4•o-z0 x 1/2• LONG FLAT HEAD Ss. N.S. LOCATION OF, LOCK ,ALL BE P 2. M IFOES R FOR SECURITY PURPOSES, UP ro iW0 HV LOCKS Qy �s5 OR �§-WY BE USED AS AN INSIDE OR OUTSIDE 1.00Y. CONNECTION OF LOCKS TO CEHIER.A �' LO A SNAIL BE AS INDI / 'J'YVY• GTTIION BE AS INDICA LOON TYPM% SNUmR ELEVATION. a, fVApm Ay ca /2 IS Ica^I�• W/rv/0 HV,yrv'0); LOCKNG RO05 ARE NOT REQUIRED AT MIME POSITION, BUT MAY .?'01 rE3 BE USED IF DE Be ENHANCE SHUTTER PERiO . E. LOCKING RODS • OR AN ALTERNATIVE DEVICE / NAY ALSO BE USED AT STACKING POSITION (NON CcHaaURRICANE POSITION). 4. ONE HV LOCK-.'� 0 SHALL BE USED AT CORNER R ANY SPAN ALTO INSIALATIONS AT 051 OR INSIDE LOCK, ATTACHED TO Q3 CORNER CENTERUATE W/(2) 1/16-20 x 1/2' LOTTO MT NEAO S.S N.S.,.TWO LOCKING RODS AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHAH BE AS INDKATEO ON TYPICAL SHUTER ELEVATION, MAKIMIN SHUTTER SPAN SHALL BE M R ANO) AS PER SCHEDULED SHOWN ON SHEET 12, M 1 S 'ONE AIERWTE HV LOCK WY 8E VSEQIN UEU OE HV LOCK of fOR ANY $PAN ENO E INST TIONS AT ANY ELEAATION. AL NATE TACK.0 WY BE USED ASµ SIOE OR OUTSIDE LOCK_. ATTACHMENT 2 OF 1/00-20.3/4' S.S. THUMBSCREW TO @ OR 0 CENTERMATES SN4E BE ME VI/ 1/4'0-20x3/4• AULL 3�s RNINUT AS SHOWN ON SECTION HVE, SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Two LOCKS AT 1/3 OF SHUTTER SPAN. AAi B. MANDATOR DD10N 03 FOR KFyeTn t7 1ARD ONE FTV LOCK 'E] aY ®or ®SHALL BE USED AT 1/2 OF SHUTTER SPAN TOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SITU TER SPAN FOR SPANS UP TO BB', AND MR INSIALIATKRTS AT ANY ELEVATION. W LOCK Ca or @ or @ WY BE USED AS AN INSIDE OR OUTSIDE LOG(, ATT/ HEO TO C or ® SYMMETRICAL C84TMWARS W/ (2) 1/4'-20 x t/2' LONG FIAT HEN S5, M.S. LOCATION OF LOCK SHALL BE AS INDICATED CH TYPICAL SHUTTER ELEVATION. USE OF LOCKING BOOB 0 W/ �§ �Y OR Q TOP AND BOTTOM IS COMPLETELY MANDATDRY. "NOTES ON HV "T" LOCKS AND CCNTERMATES- CE CORNER 1. SEmND ATFwLTE ro MANDAro' awo-- /t VLm o. mR IN •I• LQ4 Q+x i. �,.�-r•AIER:OR AND CENTERMATE >m . .w� .�..a.,...� ,...... �...... �.......,_ ...�... � ....._. __ OR 7/8'P 1, LOCKS CENiO E A TERNATE HD LOCKQ MAYBE USED IN UEU OF KV LOCKS q5 OR RY FOR ANY SPAN AND INSTAUAIIORS AT AIR OUNATION. ALTERNATE RG LOCK 8A MAY BE USED AS AN INSIDE OR OUTS AS K. SOW ONUS CTIONSOHOB-NV� D I�To ��,3S� L`ET 3/8- LOCK MAY eE RRTILILEpLVDES AS Rep AN INSI E7R .INSERT AT MIDDPAN OR 12' MMKNVM BELOW OR ABOVE ARDBPAN. USE OF LOGONG RODS CY Is cOMPLETELY OPTIONAL Ilr V r'•••_.i v ol?017 N.ITOI 9S m2017 a VIERN META SUPPLY. IM ER Accordion Shutter System y sF •.• LE c A.S.S.A. American Shunter S 3+Bm3 Y H,V. RAM #1 W/ OR W/0 H.V. WIMM BADE mwvnOx Ntt oTLvmeY. �a • %EO1 . f TILLR TESTING @ ENGINEERING COMPANY su xr, 3. a. Fa Association, Inc. 1 OLO 15-085 7/2J 1 'N14 07/27/17 Toe, W A Fiaoa6. FiMn MI Pnm. 1 (om7e7t-lsrn . ro.: (XID871-us 4288 Weslroatls DrW, _ T p •" Sr/ G,vlAylr 0NAL t a DRAWING No mumooa.w m West Palm Beach, FL 33407 , EN Fd1 ."TER A nw7 m. P.E. 17-107 r P.E. SEALj51CNAYURE/DATE nmm° M`'.E •4167 ° SHEET G) I CONCRETE: (SEE SCHEDULE at sum VOTE MCNORS POUREDON CCRETE (SEE SCHEWLE ON DE mcR SIX CONNOTITI: REQUITE) SNEEE 13) } 1 , Oa3/f' 6A 'MCNI, 1ESCREWS - " IF2'{fir Mast USING 1/4'-20 NNS H'O.L �L I. ` .256'Yov. E a J OPn)TYE )R EASING —(SEE SCXEGAE ONTSHM 111 aLAss� Fep II-J'I- HY WALL HEADER INSTALLATION + KEYSTONE 'v4R ti'% YG1. SEPARATION TO Goss ' " t kI (SEESCNEWLE ON SHEET I1) COETNG Y dA55-r 1/4'0-20.3/4' S.S. YM-NINE ESAORS W/ 1/4'-2O Null 0 12' O.C. M. SWARATHNE to GU9S 91111 (SEE SCHEDULE ON SHEET 11) I 4�` © HV WALL HEADER INSTALLATION O !2 1 nffiE T 13 oR 1(JS - -- �i- ) 2 Q°L,/ f' 1/rP-2m3/a• ss. un. ,/ J/ •• �J/.F_.�1 CONCRETE AHGIgRS SCNEOUtf J ! ' EO 0 1 18 1' PHNIPS TRUSS HUD walfi E SIEMENS USND 1/4-20 NUR O IV o.C. t f 4!-`\/ ` WxcIiE1E A KRS 1/4'o-200/4' S.S. WI6LGs (SEE SCHEDULE ON TRUSS NEED YACHxE SCREY3 W/ 1/4 -20 NUR POUREO " CONCRETE OLOdt (SEE ON SHECI 1}) I' / , l - /' K PGIwED CONCRETE SHEET 13) O T2' O.C. CONCRETE a= flEa 019RFD Hy WALL SILL INSTALLATION 16 (uE SCIiREC LE OR w ED aMOETE SHEET 14> aHV WALL SILL INSTALLATION OR CONCRETE OLMR wAu REWwED O HV WALL SILL INSTALLATION FOR muRIN.1TOu ROTE x srrnaus� I- SEE Sl1EET INSTALLATION DETAILS W / 4 FOR TY M SHURCA AESEYRLY 2- YOUNTWG SECT10125 CAN BE COMBINDD a L O.. ME dSTANCE (SEE SPEC TUVIIS ON sNEET 13) • SEE IMATAMNS OF UE FOR KAI)E ®ON SHEET 19 - C1} V BLADE INH ANY WAY TO SUIT ANY ExEDUESTON. F /AAA LIT PA, 7! �-1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone OZ017 TLLIECO, WC, 6... EM1STERN Na. SUPPLY. INC.. 4 l "• A■S■S 13 WTHA Accordion Shutter System 'N C' ■A ■ )tv. aAm g1 w/ OR w/o Hv. ww w a mE =..cf; .tr � :,. p, ' .`�-\�` TILLIT TESTING $ ENGINEERING COMPANY' „:, N». uw: 5,.., „ISNA American Shutter Sysiems Assoctatlon, Ina , x 1 pRlypllpx oLo ts-os5 QArz T I I n pMNn eF: I ITT) m z7 n / / ..• - .... .�� '-sl�NAL EN'j � : (�yHI1-o�io . m.: ( 71-101 ' k at.w.R m 4268 Westroods Drive West Palm Been, FL 3J407 2 DRAW NC No . ...11 4AAIA,,," Ee-oma2ly W4TER A VISIT ". P.E a Or C[AI /CICAIATI lo[ /nnT[ n0sia YC a .152 a cute-' POURED CaxCRm ANCHORS CM ME (SEE SClR.DUIE ON SHM 13) I maw 'f5a 1 OR PEWNNU �l80t9[ "" EwmNG I ' my3Sro° 1 F i , / EGGS " aHzr a G w maam, FI=a-Uo4ne aN p f /4IF EIIISN a,a5mk� • I,_. ,o Cusi 1 3 •' , r "/ E ✓lo-1�/ rF �� i//l it HlFR14]E ' r l i aes, 1 9 ul i ! 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ETOmxO smM 199ET;OIRE ON ,/av wsaxr ,H I O GIASS : CUSS ®ucn m vui G1A99-� 1rGIUC[IX.v ON V v PT9a 1' a0mu w 9m ,O 1 ' 1� ,'HIv7PS TNPFRa u,aroS 4 I ' 13/4'.041 G• IWL j e !I uut l,rl .- �ran'mr ruTnm, wa $ 3, wiASCRfl95 S ERa HEM �E o as Q • ' , „ T,W r � 38 1 N/2- _ uR TER/ Ow. SON - /IaR3/a• NEK. HONG, i 1 3 8 ' a 12' O.C. r / ON SCROY6 O M• O.C. I 1 3JH 6 ) i ',,✓!, f� w! uiO s u.c l (sec swEDUEµ eH o 1 j 6 •Q7 3 0l a aaa �s4s __ 1/a. ,%r va-.-m.3/r se us riTP-- i 4EET 14) a `aC r.`'0 Nm3 /� ,iJ f', frflrrr i r` t SLAM Or 17 oR 18 1�. -1• ° ' 17 18-i..].OEGNW i Au('ormRAtNq T ]/a 1 ]/s• F r 1 gPP •( f' 1 114x3/4• F.H. S.D.S. MIN. sR+J L�—E�. CONCRETE INa1OR9 SEE NOTE 13(e) O B• O.G PoVRW CW�CIC Jf j F f .4 f / POINTED WIT (SEE SCHFOME ON ON SHEET 1 ME NOTE I3(e) - - •� %g"� " OR CONCRETE CK SNIFFY la) MUCO0014 BIE ON SHEET 1 .. - rNruL CO°N(Nat 9L FLOOR INSTALLATION © Hy WALL WALK —OVER INSTALLATION ATION ©'r"m^a �� �MFN INSTALLATION REOuw O IGYL,N yNND( SPN, k'-Y OF SEC 1 V<I wMkUAnrn SHAu ME E. EDGE DISTANCE Rf130YAHU: WHEN PERFORMED 1- SEE. SHEET a FOR MIX SHUTTER (SEE SPECIFKAnaN ON SORT, 13) To AN OPERI MIE EXIT SEE UMFIXTIONS OF SLOE AXON SNEET� FOR 2-UTTUNOR `:/ INSTALLATION DETAILS W/ O HV BLADE 2- A,OUNIING SECRETS CAN BE CONSWFO W ANY WAY 10 SUR knY INSU4AnON. Fi A T FLORIDA BUIIDW0 CODE(Hon High Velocity Hurricone Zone • �,tC ENs'•-., ✓ ' 02017 IRMO, via, 02017 EAMO N UEUL SUPPLY, INC.. * 3 A■aS■SmIli■ Accordion Shutter System 1 LkTTC 0 Hv aAGF y1 w/ OR who Nv. xlroav anGE American ShuRer S stems p •.• ,Q. TILLIT TESTING & ENGINEERING COMPANY Y or 15-08 /1 1 owwx Hn Ee. "xi Assoelatlon, Inc. 1 oIn Ts-oes ] n/1 arE o]/z]!n - D P . ,, e399 Nr. ]Oa S. Y. JW. . F.. NROeM, ntl6. 3l, Ph.: f3os)e]I_,Sw , FaA : (3Gs)371-1331 4268 Westroads Drive x DRAWING No West Palm Beach, FL 33407 3 nmo9AE�E ;6 pc. a 17-107 P.F. CFAI /CIr..NATI IPF/nATL SEE END WALL CONNEC ON SHEETS 10 & 18 sQ Ra,Es all 1acKNa Roos®. Iry LoaaQ mQ OUT IN r /�EnSnxa clAss INSTALLATIONS W/ 1 HV ** Nte"r« E N °CR®a 9° 6 f MME S 6ElM KW 5 VNIO fall µL ®«®«©'O«(O«ID •®« BLADE W HV CENTERMATES CO ERUAR/PPUGRaNTaNe40EQ 10 • ®«©. ®m©'®«OR E"ISRNG GLASS SEE END WA -ONN T10N ®•®mar®m�a .®a ----------------- `--- - ------------------- sa]11/6•U+'-s I ®•®ef®. ®«�.® 31/6• (606 76 NLW)µu. ]• 61/2• ]. 41 1/Z• m b TAPCOH ANL I ®'® MMET YC wNCRETE (mPAeonoN7 ti CENT R T S B)j10nA• sxS ro 1UeE1 i Ilms s• s.Ns o +r CENTERMATES 64k AT EAON AROLE {1mj lC, FUtt tFNGllI. W W/ HY LOCK- p Ily Ll •m FARPTpN 5 * * �* toa s,1E[T n w� 35 IN 3 3 I — — — — -- — — -- — — `— — - — - ------- i 5 1 OUT ®m HVA HVB HVC © OO ©«© O•�I «®m mOm(O•®m -POUR ORCRETE OR �t?c�s+rt •®m(ly, �mO.®«I _ _. ?O'�a�m�.T®m rEk511NG OV55 Ei BLOCK WALL 1 "`^"ro 8,®m Og,®«®•� I� S \=/•� �041./'�'®« f ' wF CET ATES I N NN. srtaunaN W 4 L * oP7aNAL. ©' ®«�' ®«O',(� m (sic sGASS 5 UN. SEPARARON «®'® ®m * INIEWOR) ©•®«Or®m�'@ ON SHEEE 11) TO OUS6 (SEE SCFIEOUu IN ©• -- OP110NP1 m ON SHEET 11) (INTER,OR) - i 167 0.C. . <X m 3 VARIES 3 Q UT 6 1/2• LOX. S1AC% ouT ° all' HVE VV HVF** HVD P ......... FLORIDA BUILDING CODE Non ....Nlgtr Ve)ocit Hurricane Zone CEN ✓ 0R01]-1 nw. NC. '�.sO1] E/6+ERN UETAL SUPPLY, NC. ;• v sF •.. a ; BERTHA HVT1K �i LEI E C O A S S A Accordion Shutter System ■ ■ ■ ■ KV MADE #1 W/ cR W/O KV. 1WN1W! MADE TIW7 TESTING &ENGINEERING COMPANY American Shutter Systems w. He l'OUNU OR Dan aRAm+ar. Ee. R,.61..:gf, Mx«oA GOU&S. Rma Al ,( 6ss6 NR. xu. Association. Inc. 1 aLo 1s-ass ] PT.: (:o9N+,-1s6G . A. : (ws)en-1ul t Pal lYesboods L 33 : `-s/aNALEN6�,n`'` mieT,o West Palm Beach, FL J3407 s DRAWING No 16U1 / • I/l,l•11� YJLlFR 1L.. P.E. A �/-10/ P.E.,'7 SEALIGNATURE/DATE M10�' M. t 4416' ' SHEET A OF 20 INSTALLATIONALTERNATE "" LOC9oHV MALE/ "T" LOCKS CENTERMATES 8 LQCKERS �> W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS to A, to OUT 1 M F IN eoga Q amr.RR h� •s ML AS URNfReet aawrs RWCa) 0[*,4 ND-M9: �7O:©'07. ft.A mwmox "ssac,RaeeNasR�n Nm •R�w1r#. R�a1Ti,.SDu u * SFE nm[ 8 fOR NV lCCit� , T ,va1t, ON 5*RT A f aRns RM, naanw vaa mnsrxr. Sur i Hem.. a vFwrFe:t0mEe Flan eramn lA'IePN PFRSlRF4r: NfY JERSEY OIW qi [OIW. K i0 HV "T" LOCK ________________ .Ta._--- IN — U3 '0 OUT 0-20 x 1 1/2" S.S.M.S. 7/8"0 9 3/32" WINGNUT. �VG* vfy omn Mato. me. ILIECO ,Q $ TILUT TESTING & ENGINEERING COMPANY S..Su.]u30. F.: t4awl-'. 1t' iws7aT1_Isso. rR.: femler,-,se, __ ____ __ ____ _ I N S 7 l\ IN I,I Pw5 — crF � e : �i•R' � r ea •1 ..i ar A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach. FL 33407 • �.Hn a ux+na Pau®.• n® u"a a Hm e x:F.uaHRau Nurcce.�¢®rc,u �ro-xs a wN rv+manmuvo .mrwvem save© Accordion Shut H.V. a -AM gt w/ CR W/O H.V. INC No 107 '. -` POURED CONCRETE OR CONCRETE BLOCK WAIL •V - --. — POURED CONCRETE NC / • RED C RCRENE REWIRED BLOCK WALL REQUIRED ;I BLOCK WALL REWIRED CONCRETE ANCHOR > e FOISTING GI SS "EASTIRG aLLss EKIS'PNG GLASS { I6-'0a f� r '�—R• MIN. �— i �(ta� , Not r i {' EO EO /• T1mfl r SC ¢aRSRE�IN4lET j 1a NN I ED r J' `Am'� 9fII 1/1811• WA% 11 Fat -NIECE" (saw- to poo m& QDAw SCHEDULE � r� over AT MARL SLOE 1 r W SHExf to FUR f6/1G557&.Q M. CLD$ER ATRLEm, OOME 1/2 , t I 11 ONSEE1R 1�� / 16UDEGQ"¢� (1�, v2• NR'1' �I I ' +USE I' OR 2' MAIL I 2' In AFRPUCAME)a-XI/Vx0 16' O.C. a 16' O.C. 3 AtUYIN1IM COP ANGLE 7 4 � 1 l (01)71 1 ALLOY) AT TGIVNn (t) /4'* TAF SASS. 10©& \ 10 WALL. AT iAY.C. /] / SEC DETAIL % BIDE CONxECTI OR OCATEANCHORST WALL AT OE D.G. (LOCATE AT ENNER SIGE OE (;J) DR SEE J E , OR TO 6 • 7 - 6 ®- S 0 TTRroOKtRSF u®-�!i.��©. - w 6 • 7 . 8 •®- a(r'f-p•Qj -Qw 1a :®. SEE DETAIL X R (# SIDE CONNECTION '®-•V••�®'©^ - /t t TO TRICKS END CONNECTION DETAIL 1 END CONNECTION DETAIL 2 END CONNECTION DETAI 0 •Ey NCRETE i REaI • : IXSPNG.GIASS / OROR rREONREO BLOCK WALL r" GWSx6 -----G B19"t/T su.s` 60A sF (SEE ro aAtO f ._...�.._-_---__—s ON S: O)" CONCREtE VA• MW, "- �— ` _______ _� ------ FOR gSfING GU$$ --ri 1NW OR(D F ]' YW. A• MIN. / <�OHvuM�Iurc 6 ♦ SEE OWBATONS OF USE FOR eLLDE ©ON SHEET 19 , OR OR I OR j OR I VIEW Y • , OR , DR ®• DETAIL % PoURED CONCRETE ,. CONCRETE eLaLx IvuL \\\\ ayJ���� �'O �•� O•®.�.®wQ.©. END INSTALLATION ©O Z HV BLADE OR HV WINDOW BLADE INTO ENO CONNECTION d�•®-®•S�-O• DETAIL 50 Qe•®.®•®. �•d�-© i�•O•�- CONCRETE OR CONCRETE BLOCK WALL .Qjs-I I F DETAIL ©Oe•Q$-®•®•®•d� RORI�A BUILDING CODE VelocityHurricane Zone a]a17 n VIC. s *_` 1L EC O,E,�. A.$i■S■A■ BERTHA TM Accordion Shutter System _ : 'A 5v�n•^ECVy TIWT TESTING A ENGINEERING COMPANY American Shutter Systems f<v. TilPE �, w/ aW w/o Kv. u,rnox GLACE Ev, e[slxomlw w¢ -�F''•.•- ` ..•'' TfF�\\\\ on ... M. u, v. NIL Mw1I OVMVa.. ILaaa 91 AesOGiG}IDnF INC. 6x ml er: Le 1 OLD t5-DEa /A7/1 are 07/A7/17 • s '•••••'•••: G\1 IPt /pNALEN T FAve.: C1003j1-law • F.: -nwt MM-Ohahprrr [6_a6a6nr 4268 W...—ds Orive West Palm Beoeh, PL 33407 : s GRAWINC No r• 1f/•,d1I ' M1 TER A nLR L. PC / a 1 / —i D7 or AlCCIl`A1...0 /It ATC �M I DA Br. 1 44167 MAXIMUM SHUTTER SPAN 'L+ OR •L-' (f .). FOR INSTALLATIONS W/ OEt�HMA'fES, ®& ® or or W/ ONE H.V. LOCK ® or or or HO LOCK W/ NO LOCKING RODS Or C28@ 29 W/ ONE 10i' LOCK 30 W/TVro LD®K NG RODS 35 TOP &BOTTOM IMSEE Asa IXS9 w"IIGK ( 7 /L W hod DnTANATIONS n - WML YDMUTINO F1DOR NMIta le (N L - IN Lf GI 1 L-BB 30 OR LCS IS-0' %W-0' IV-0' 1 16'-01 35 14'-10' L4'-10- 15'-2- 16'-0' 40 IN-10" 13•-10` 14'-2- 15'-2' 45 IS-1• 13'-.1' 13'-4' 14'-0' 50 12'-r 12'-5' 12'-8' 13 r 55 Il'-IW ❑'-10' -12'-1• 12'-11- 60 11'-4- 11'-4' 11'-r 1Y-4' Lis 1 IC-10- 11'-1' 7t'-1P 70 10'-fi' 10'-6' 10'-8' 75 16-1' UY-f 10'-1' lr-1' 80 --,a' 9'-6' A. 9'-e' 9'-9' 1 10'-S 90 9'-3' W-3' 9'-5' I 10'-1• e'-0' W-9' w-r 9'-IW 105 110 9-7 115 W-r Y-3' 8'-4' 1 W-11- 120 B'-0' V-11' W-2' 1 W-9' 125 7•-10- 6'-e' W-0` I 81-5' 130 7'-8' 6-5' 7•-I Ow I w-v 135 Y-Y W-2' 7•-9' 7'-r 140 7157 W-11' Y-Y 1 7'-6' 145 7'-3' S'-e' 7'-5' 1 7'-W ISO 7,-2' 5'-7' T-P. T-0' 155 7'-0' S'-5' ]'-2' 16D - 6'-n' 165 _6-10' S•-1- T-0` W-4- 170 6'-9' 4'-lY 6'-1P 6'-Y 175 6'-]' 4'-9' W-9' 6•-0' too W-8' 4'-8' 6'-8' S'-10' IRS W-5' 4'-6' W-7' 5'-8` ISO 6'-4' 4'-5' 6'-6' S-6` IDS 6'-3' 4'-0' W-5' S'-5 200 6'-Y 4'-2' 8'-4' W-3- 205 6'-1' 4'-1' e'N' W-1- MAXIMUM SHUTTER SPAN* 'L+' OR -L--- (It.) FOR INSTALLATIONS w/ ONE HV LOCK or ar W/ NO LOCKING RODS (SEE NOTES t. tt) INtlRW MMa La!)/CONNO CONCRETE & WOOD tt! SILL MOMNre. MaUtaca Lf W I L- PIT 30 16'-0' 1 16-0- 35 14'-10' 40 13'-10' 45 13'-1' 50 12--5' 55 Ir-10' I IV-10• 60 11'-4' 11'- - 65 l0'-10- IW-TL` 70 10'-a' 10'-6' 75 lo'-t' I f0'-1' 9'-Ir 85 9'-8' 1 9•-6 90 W-3` 1 9'-3- 95 1.- 1 0 8'-9' 8-4- 105 e•-Y 7'-i l• 110- W-4' 1 T-7- 115 120 B'-a- 125. T-10" 6-W 130 T-B' --S- 135 T-Y 6-2- 140 7•-5' W-11` 145 7'-3- 51-0' 160 V-2' s'-r 155 T-0' 5'-Y I60 6'-II' T-2" 165 6'-10- W-1` 170 6'-9' V-11' 175 6'-7- C-9' IRO 6'-6- 4•-6' IRS W-S. 4'-1' 190 6'-4' 4--Y 195 W-3- 4'-Y 200 W-2- 4•-2- 205 W-T O AXIMUM SHUTTER SPAN* "L+' R -L-• (It.), INSTALLATIONS W Eq & W/ ONE RV LOCKS OR WJ NO LOCKING oos (WLN FOR ij TWD �1 ER CONCRETE Asa�PO'olml INSTAMAnoxs A nwR)LGIvallmw I. es OR oR f70.W NLTi lf (6 L- l-(0 30 0' IB'-0' 35 13•-Y 16'-10' 40 14'-r t5'-2- 45 50 12'-3' 13'-1' 55 11'-l' II'-ry• 00 10'-0' IW-11- 65 9'-5' 10'-,. 70 B'-9' 9-4' 73 e'-9' INSTAI I ATION I MENn CONCRETE & WOOD MANSORY WALL A. B, C. D. E. M. N, 0, P. 0. MOUNTING F. K & L R, S. & V. FLOOR/CEILING MOUNTING G, H. & M 0 MAXIMUM SHUNER SPAH -L.- OR -L-' FOR 71 INSTALLATIONS INTO wODO SMA11 BE MMIIED TO 105 W. X&M GESGx PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOMONG SPECIF1CATION5 SHALL BE AS MIMCATEO ON MANDATORY CONOOTCN /2 NOTE 05. SHEET S. tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1t OR 'L--' AND MAXIMUM AS,D, GESTIC PRESSURE RATING MIT INSEALLAT®ES INTO CONCRETE OR CONCRETE BLOCK SKUM BE UU TED AS MUDWIS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 1.s.f. MO 8'-O• SPAN. SEE MOUNTING©UN SHEET 7. SEPARATION TO 'GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1Q HV BLADE FLORNA 8( C2017 WITEce. Wa. 1L ECOINc. A.S.S.A. TILUT TESTING- & ENGINEERING COMPANY American Shutter Systems- .15 Mz 31. M. . 391 wWa4 rM9aA FUNIMMU, Association, Inc. Elam t (3a3)BT-13b . Tw :-(4R7871-1531 4268 Westroods Drive ®-W28719 West Palm Beach, FL 33407 WAUTR A TOUT Jr.. P.E. TLORGIA Uc 1 4416] (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GRIM POSITWE &SD. OESON PRESSURE RATING L-: MAX. ALLOWABLE SPAN FOR A GUM NEOATNE ASO. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM .SPAN FOR WALL MOl1NTNa5 (TOP/BOTTOM) OR FLOOR/CEUNG: GNEN A POSIINE &&D. DESIGN PRESSURE RATING. DETERMNE MAXIMUM SPAN'L+' FROM SCHEDULE. GUEN A NEGATWE ASM DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN ''L-' FROM SCHEDULE FINAL MAXIMUM ALLOWARLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BEItuEEN 1+' AND 'L-'. (3) PROCEDURE TO DETERMINE LIAIGMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/000NG MOUNTWC5: FOR A GNpI POSNNE &S.D. DESIGN PRESSURE RATING; METHANE. LI+= MAX. SPAN FOR WALL. MOUNTING 1NSfAllATI0N5. 12+- MAX. SPAN FOR FLOOR/CEUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEG1TNE A a DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS U-- MAIL. SPAN FOR FLOGR/CELUNO MOUNTING INSTALIATONS. FERAL MAXIMUM ALLOWABLE SPAN R EQUAL TO THE MINIMUM BETWEEN 'L1+. 'U+ , 'L1-' AND -U-' W01H FETAL 1JAXINUM AGO. DESIGN E LWOMUM ANCHOR Accordion Shutter System RM. MADE #1 W/ CR W/O RV. WIFEW BADE LV. Hu 4 5CT TL 6WM Be v=. 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PAVERS OR ANY ViMEEq BE FOUND ON ME D MNG ,µ OR ,O N, SNOT BE LONG ENOUGH TO REACH MEYAW STRI MREEN SIND SAID WALL rPOSHfS µCNpRAGC SHALL BEM NOBS MOIMOEO ON NDIES 0.1) B d2) ABOVE. MR INSTA 710Ns ON MM s,MG OR M WTI, OR NONI NETIL ME, CONSULT THIS ENWNEER FOR ITWAMAIIOH M10 E03 WIN UM L STUDS SEE MEET 20. (C) µCHARS SMALL BE MSTNLEO FUILCWIHG. NL OF M[ RCCOYUMWIIONS ANp SPEaRGTWNs OF ME µCNOBS WNUFACMRER {0) scE SCMM= BELOW MIT TICE IMONCE (EO) VERSUS WAGING ON G RnADSHP • L L00N Il . FOR NIalORS. MOE DISTANCE p SPACING SCNMUU NN]LNY AVp10R-SPXAGD ARE VMIp TOR. E DSFANCE5 VidG1E6 BEL", FDR E B. 1E,, MMl THE INBCUEO. REDV.^.E MICNpp. 3PMNG 8Y YULTFLWAA SPMWo ,NDWx O/1 DCItE011tE W ME rOLl o fACTOR3. QS" V0 REO= SMoR o a FOR S NOT BE LESS TrW( uI.Vu SPMbIG INNtl1FD MR 6 µcKR TIPS. ACTUAL FACTOR TAPCON TNRUDFO,GIL TECNpOLOGY 'W' PODT BELIE TAP W/ CAP TAPPER 14. DITEDGE CE ED. YVL SPlGV1C T 14 DRAINS = 3' UIN SRICMG - 3 II2• IsN, SPACING }' YIN. 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P.0 ROAD, 1t I N167 • .S.S.A. • American Shutter stems Association, Inc. 4268 West,wds Drive West Palm BeaOH, FL 33407 RX RAGE #1 W/ CR W/0 YLY. W ND W HADE r. „ DE9cRP Mm M,E ORIAN 9Y: LC 1 aln 1 s-tl6s rMil nm DT zT/1) 2 3 DRAWING No 17-107 ••. •__ y i 0011. 1/4'P TMCNN ON TAPCON PATH A ANCEO TF02EAanWN TECHNOLOGY W/ 1 1/2' Wn PENEIRA ION OF TLREADED AREA TO COSTING WLR)D HEADER. (SEE SCHEDULE ON SHEET IS) �,,, 1/41'P-200/4' SS. NACHWE SCREWS W/ 1/4'-20 NUis I" Wn, a 12' DC �+ I IR�\ 'IN4'c UOI. 2 WOO MEMBER REQUIRED 1 EN5150 NCI. SEPAIUnON TO a GUSSy SCNEOUIE ON SHEf 1 NW. SEPNIARON io E%Sf �~(NEF aCNEOUF ON S CV55 2 5 ■ 0 EIISNHC I Cuss-� t 1 "Wus1 � 1 1 i Y � rli 1 I cux uN TAPCON W11N AOWWCEO I IBM TECHNOLOGI' W/ 1 1/2 IRANON M l"M AREA TO 2UOD ON sn DOLE INi SHEET 15) CONIF, SILL REO'O NOR 3 r l ` 1 = 1•r. 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Te" O.G. n. - Z"MUG G A5a AtIll - - - - - - s I cL MATES 2�1 �2.W0'Mnir 3® 1 /4"a NOMINAI ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GIASS SCHEDULE 6 ml�s.000" AX LENGlH i I" 1 /4"0-2pX3" Rai MUST PENETRATE L373" I1-- 1/4'6-20 THREADS 43 1 /4"0 ELCO NSIRUCTION PRODUCTS FAA-LOK HD COMPONENTS NG vim A6 APPUGa1E cr"� r. 3/8'. 1- lOP & BOR04) - -(- - �� y 3/s'• 6 I/s_v OA35• TMW Min. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 4 4• I u+IExroN 4 2) 42 LOG D AT 1 T(Y HFApERj$I DI05 VIEW Y t/2" uAz SUCX *► SIDE CONNECTION TO TRACK tl,°„--tNjt- 11(,�-- z P ..•'CENS"'•. = •�cl/`••.FZORIDPi•�a�ply P.E. SFu DATE 0"17 TUTEGO: M L�C p TlWT TESTING &ENGINEERING COMPANY 61551t.: ba ,y as ,p,, V.®14 GN�06. nbW ,,,y (305)V1-Isw , T°v : L as)mo-,m1 MIY..miE°R'ugAN 14UT 'Jat. P.E R1 4410 /� c /� A.S.S.A. American Shaffer Systems AaSoclaflon, Inc. 4268 Weslroods brive West PGim BeocFL 33407 ®20f7 EAVM METAL soPAlr, INC. B H te na Accordion Shutter System HY. BADE.E1 W/ D2 W/0 HV. WHDW! 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