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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT 1P.E0.) 145 BEEN YIIOFIEO FOR C04pUM'CE IN ACCORDANCE WITH THE 2017 (0N EONION) OF ME FLORIDABYRDING CODE 7" ACCORDION SHUTTER SYSTEM SHALL NOT BE W5W1£0 AT MGH VET HURRICANE ZONES. DESIGN WIND LENS SIWL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE LIE MINED CODE, FOR A IMSUC MID SPEED REOURED BY ME JDREDICRON YAIERE SNUfIFA MU BE MSALLm VdM A DIRECTIONARY FACIOR Rd-O.M. USING ASCE 7-10 AND SHALL NOT EXCEED ME M UM (AID.) OMM PRESSURE BUYING, MOMTED ON SHEETS 11 MAU 15. 19 A 20. W ORCFR TO VERIFY ME ABOVE CONDi1ION. ULTIMATE DESIGN WHO LOADS DETERMINED PER ASCE 7-10 STALL BE FINS REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDERM COMPARE THESE W/ MAX. (ASD) DESIGN PRESSURE RAIMOS INDICATED ON SHEETS 11 THRU 75. 19 L 20. M ORDER TO VWFY THAT COMPONENTS AND ANCHORS ON THIS. P.E.D., AS TESTED, WERE NOT DYER STRESSED. A 33 % INCREASE IN NLOWABLE SYMMS FOR MD IAIDS WAS NDL USED W ANAMSIME41 & HOWEVER. A MD ORLSTON FACTOR CD-1.60 WAS USED FOR VEWFCKA Qll OF FASTENERS IN WOOD. BERMA H.V. ACCORDION SHUTTER SYSlVWS FDEOUACF MR WINO AND LARGE MISSILE IMPACT LOAD HIS BEEN VERIFIED IN ACCORDANCE MM SECTION 1609.1.2 OF THE MOVE MDNTONEO CODE AS PER AR REPORTS: -H Y GLADE () 10214.01-OJ, 10715.01-03. /1DDIM-03, 11214AI-05, 1017.02-06, 10609.G1-1D MO 10210AI-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASM E-IBB6 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES I, 2 A 3) A /1220.01-10 AS PER 14 201. 203 A 20 PROTOCOLS LARGE MISSDE _W WMOOW BLADE 0 10505A1-08 AS PER ASR6 E-1866 AND E-1908 (MEANIE LEVEL D, WIND ZONES 1. 2. 3) BASIC PROTECTION MY AND / 0725.01-Be AS PER TAS 202 PROTOCOL 2. W BUOE0 µ0 W WINDOW BADE 0 ARE ENGINEERED TO YORK M UN40N w1M UCH OTHER UNDER ME GENERA. UMRATIONS AND CONDITIONS OF USE INOCAMB ON SHEET 19 3. BONA H.V. ACCORDION PING RN SCREWS), USED AT BLADES KNUCKLE µD MR DIRECT MOM CONNECTION TO TRACKS SHALL BE 114XZ.75' AND 114X1.75' RMPECVWLY, 410-14T NWWY SERIES STAJNLEW STEEL SCROMIN S 135.0 W MELD SIPENGIX ANB 1" Hai TENSILE' SMENGM, PMSHAL BE CARTED W" BERTHA W DAOKSHIELD COAT MG SYSTEM IS MANUFACTURm BY MPR0VE8 COATING MHM.QORS, REGISTERED YAM AIEeMN SHUTTER SYSTEMS ASSOCAHOX. PINS MUST BEAR ME HV WAKING ON nW HEAD. 4. ALL ALUMINUM EXTRUSIONS STILL BE ALACHUM ASSOCATON ALLOY ,AND TEMPER AS INDICATED ON SHEER 2 AND 3. MINIMUM MBID STIENGIH FOR 6003 T6 ALLOY 6 30.0 W AND 3&7 IGI MR 6005-T5 ALLAY, 5. ALL SCREWS TO BE STNNLESS STEEL 304 OR 318 NSI SERIES OR CORROSION RESIST T COATED CARBON SMEL AS PER DIN 50018 MiM SO W WN. MELD STRENGTH AND 9D W1 MIN. TENSLE $TRENCH AND SHVL COMPLY W/ FTORILN BUUONO WOE SECTION 2411.3.3.4. S. BOLTS TO BE ASIM A­307 MVM20 STEEL, OR AP 304 OR 316 SINES STAmms STEEL MM 35 EM YWOUN YICZO SIREIGIN. 7. SEE ME rou.ammO SHEETS FOR ANCHOR SPECNIMTOHSIW BODE 0 1 12,13,14,15 AND 20 W BLADE 01 A m WORKING IN UNISON. Is, 13 A IS & THIS BERTHA H.V. ACCORDION STUTTER SYSTEM BERS A US PATENT 0179.582 COMPONENTS OF THa APPROVAL ME COVERED, M WHOLE OR IN PART BY U.S. PATENT OW458,179 ISSUED TO usiERN METAL SUPPLY: INC. 9. R SHALL BE ME RESPONS®BMIY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER IS TO BE ATACNED TO USURE PROPER ANCHORAGE CONTRAOOR TO SEA/CAULK ALL SAUTE! CoNPONEM MM MMCN RSWJN, THRU FASTENING IN CONTINUOUS CONTACT WI1X THE BUILDING TO PREVENT WHO/MN INTRUSION, 10. EACH UNIT MUST DER PERMANENT LABEL. IN A MULE PLACE WIN WARNING NOM DURING PERIODS OF HURRICANE WARNINGS HONE OWNER, TENANT, OR OMFRS, WST PROPERLY CLOSE ALL HIV AND HO CENIFHWIES AND ENGNE OR LOCK AM.W AND H0 LOCHS. t 1. WMI ER YµvODT1RFR5 LABEL SMALL BE LOCATED ON A READAY N9BLE LOCATION AT ACCORDION $NUTTEt M ACCORDWLE NAM SECTION 1709.9.3 Or RORIM BUDDING CODE ONE LABEL SHALL BE PLACED FOR EMERY OPI LASE G TO COMPLY MAIM SECTION 1709.93 OF THE FLOWeA BIRLOWC CODE, 12. BERTHA N.V. ACCORDION SHUTTER SYSTEMS INSTAUTION SHALL COMPLY Mi SPEOS MOICATED IN THIS DBUWNG PLUS ANY WILDING AND ZONING REGULATIONS PRODDED BY ME JUPoSOCTCH WHERE PERMIT 15 APPLIED TO. 13. (0) THUS P.E0. PREPARED OY THIS ENGINEER E GENERIC AND DOES NOT PROVIOC MFORWTON MR A 511E SPECIFIC PR NECK I.e. WHERE ME SITE CONDITIONS DLVATE TM ME P.ED. (W) CONIIUCTOR TO BE RESPONS®LE FOR THE SEL 014. PURCHASE MD Ve NAL.TON INCLUDING LIFE SATES OF THIS PRODUCT, 8/SED ON THE p.EO., PROVIDED HE/SHE DOES NDT O M FROM ME CONDITIONS DETARID ON TARS DOCUMENT. CONSTRUCTION SAFETY AT SITE E ME Co,,, OR'S RESPON561L1% (((c) THIS P.E.D. MALL BE CONVOCNED IWAJD 1F ALTERED W AN, DIEM. PROJECTS SHAUL BE Rd"S=MSDXE FOR ME PRROPER USE OF ME P.EA. E CRICEi OFED BY A F.CQUA R CCORD MIMG AS AOC£LE ENCwim TO MECP. . ENGAGER SHALL SU To TW2 LATER ME SITE SPECIFIC ME ME ENCINCER OF RECORD (COA MR ME PRIXECT AND DwILL MWNGSEFOR (e) OWGIRA PEG. SHALL BEAR ME ANTE AND OWOIAL SEA AND SICRAMNE Of ME SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PREPARED IT. CN17 MnCD NO. IL EC01r•a. *� fTAV6P r TIWT TESTING & ENGINEERING COMPANY ATS N.. 7pA a 54 3D5. Ma.A. DMWIF. AN ,A AWIG u P n:,lD.j671_L530.Fu., (30.3B I_1A1 S�ONALE Fj1' `.T�Ar.ACHRIeANIiDcmA7r wFORI A RLY Jr. P.E. FLORIDA LM. 1 44167 GENERA NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 311-44 SHEET 4 TYP=L WHOM BLADE A WINDOW DEAL AREA 2• HV BLADE (D AND HV WIh00W BLADE (TA (WHERE APPLICABLE) TYPICAL SHUTTER EEVATON A NOTES ON LOCKS SHEET 5 INSTAEATON DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTAIIATON DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERUATE DUALS W SHEET B CFfAERNATE ATERNATNO DETAILS HN SHEET 9 END CONNECTION DUALS 1-6, CONCREM/BLOCK SHEET 10 MAXIMUM SPAR TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 µWOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCI( SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DEALS M-R, WOOD SHEET 16 INSTALUNON DETAILS S-X, WOW SHEET 17 END CONNECTON DETARS 7-12 R X, WOOD AREA 3: HV WINnOW BLADE (I AS SHEET 18 ONLY TYPICAL SHUTTER ELEVATION ABEA 4; HV WINDOW BLAp (l ONLY SHEET 19 WVALATON DETAILS, METAL SLUG WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. Amarlcan Shutter Systems Association, Inc. 4268 WesLroads Drive West Palm Beach, FL 33407 Oi W/0 KV. AWING No 17-107 (D HV SOLID RLAOE COVERED UNDER US PATENT ® 5458179 HV WINDOW SAD/ OF USE OF SLAD�10-ON SHEET 19 NV e>D Leea• 11 HV -TIN HEADa 0 FIED FOR USE -W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 MLOY AND TEMPER W'L INY Wl1 r XI1' .ear SIDE ANGLES JFIED FOR USE W/ HV P � 3O HV UNIVERSAL F OAT R QUALIFIED FOR USE W/ HV BLADED 6005-15 ALLOY AND TEMPER BLADE \J HV HEADER/SILL QUALIFIED063-T5AU-0 AND TEMPER"ONL ALUMINUM ANGLES QUALIFIED FOgg,, USE YI/ HV BUDEU ONLY. Wfi}T6 ALIOY ANO IIYPER 9OHV WALK -OVER TRACK QUALIFIED FOR U$E W/ HV B ADE 1 6063-T6 ALOY A 0 TEMPER COMPONENT A 9 TI T2 © 2• 5' VAX 1/6 1/6• ® 2' 5' —j 0.192' 0.192' O9 2s• T' YAX. a.190• 0.140' ® 2' S MAC. 0.139• 0.131' 101 .994' 94] 1] .920 Q9 HV TRENCH TRACK OUgUFI LA FOR USE . HV BLADE n ONLY. AND TEMPER 1� HV RAINGUARD QUALIFIED FOR UAE W/ HV 6061-T6 LLOY A1)U TEMPER. L, ILP' KW.I I! 'u'c'eNs ; t ,� �I-� * BiATE OF ; ORIn fs'••.. RID•,.•' 4 L �1e1 [N ��RCe P G/O•/`A4,^TtAS 2`1 nTc .2017 RTEW, 01c. 1 A.S.S.A. American Shutter SY910T8 AssOC1G110n, Inc. 4268 We9koads Orive West Palm Beach, R d3407 02017 EA6IERN METAL SUPPLY, Me, BERT A ,M Accordion Shutter System HV. BADE #1 W, DR W/O HV. wNmw HALE TIWT TESTING A ENGINEERING COMPANY aam N9. X . 6L. 6N ]DM ax u D mDa. np p UI6 Pxx..: (Mall-IDw . rm : (3oa)a)1-lul -^ ! 1°U� to-6mn10 MROREA Ik It u16) n. "d Ms... DAn CRftN W. Le. OLD 13-OM 271 QMM' 07/27/17 a s DRAPANG No %-1 07 A s I In„�,-. a RAN III 1RONT EUNAnON LOCKER FOR "T" LOCK su g,,,,rlr QUALIFIED FOR USE W/ HV BLADE IQONLY 6063-76 ALLOY AND TEMPER 3 OB]' x11' a• J �3 n T. QUALIFIED FOR USE Y!/ HV BLAZE 1 ONLY 6063-76 ALLOY AND TEMPER 3 HD CE 1r&Kr OD �^ OUAUFOR USE W/ HV 606363-16 ALLOY AND TEMPER ® LOCKING RODA QUAUFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16 6063-TG - B L.375b ® HV_ 3/9"0-16 A( J.IB1 "a51� n 6 RD QUALIFIED FOR USE Wy 6063 HV BLADE Ilk -T6 AL10Y 0 TCMPER 31 -qjlp'R m-20 AISI 304 �WZFZ S.S. THUMBSCRM QUALIFIED FOR USE VI/ HV BLADE IQ pHV R OK OUALIFlEO FOR USE W/ HV BLADE 1Q& ® ONLY. ry 1e' .360' ALTER RNEDt BEFORE RNEnRG LWO-20 RIVNUT* ;30b-T3 AM" MIME TLANCE IMN no AS MAIWACRIREO or A,, M. Nm JERSEY OMSA bt EUW. RNATIVE LOCK FO$ USE 1V/ Iry 1E v ONLY. CaRIOryER OR Ker CIUNOER Gels• Mn. t .Ixs•flm. by n S TINMBIURN CRMDFR OR NLY 1.) Yn nl➢IDE12 ue MR.. ®K RY REGENT NAROWARE MORTISE LOCKS SERIES 5333 HOOK BOLT LOCK. -OVALIFlED FOR USE W/ HV BLADE OI & ' 11111"plt� 114Z �_ * ? /r'If� i * ! L• STA ; t 02017 MTECO, wG TIWT TESTING & ENGINEERING COMPANY e]]x xi. xw s 4 X6 pvwA sYma MO Al PAw : (m5)871-15m . To. 1 OIXD571-I531 `0 e0110 me enaRn. M. .i16iE A S S A ■■■ ■ American Shutter $YS1em9 Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 02017 FASf[RN PETAL SUPPLY, WC. Accordion Shutter System HV. BLADE #1 W/ OR W/0 NV. wmw BABE r. ecscRlmPN cart OR.WN W. L.a OLD IS-085 71VII OAIC 07/27 17 ,1 i-�� ' • 20RIDQ 'apt 1` P F-s6PAIALA� i SLnL.)r i a DRAVRNG No %— t 0% 3 a SHUTTER ASSEMBLY SCHEDULE FOR HV HV (D T HV 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 0.870'K3/I6- THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4- ACCORDION PIN W/ 08 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR FOR (f) I © or TSLC NOTE FOP 1 NCWIREMEXTS) OR i OOR (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR Hv (9BLADE. SHUTTER ASSEMBLY MCAL :2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT _XTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO eases' 3LAOE WHEN CORRESPONDING TO INSTALLATION -it-, SHEET 7. 048Lr D '3) HV PIN ® OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER TYF 0 BALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. a� TEET ITJH ra_ Ir ux. TO BWE T �5' xv ,nry eIADE .66x]• 6Tcwr�.--. a6zs .o62s• BUONUCE'S 'a OP[NN! 1875' Y KKI[ .0825 y TTYP) CDfix°y" Ml PoFIION I RI/ ] 56' µ I jfox so• X 2 1/B' MIN. NV %,Noax S, 1ION W. REINTTlI .062s' ti0625' .7500' OP Rp,WGS Oc sH' i s „]]O0' 2 CIEM "• E'+ TYPICAL HV WINDOW—BLADEWINDOW—BL61DE 2 AND POLYGARRnKIATF7 HV WINDOW DETAI N.T.S. *POLYCARBONATF IMPA T R HV WINDOW II BAYER MAKROLON 3103 POLYCARBONATE 12' MM, cE RESINS, UV-STASIUZEO GRADE OR SABIC fo BLADE Do u INNOVATIVE PLASTIC LEAN f0} RESIN (SEE NOTE 'F' ON SHEEP 19). ® �IIII EXTERIOR HV PIN © ON RAT OR BLADE'S KNUCKLE (SEE NOTE • FOR REQUIREMENTS) elan 11TEO% VN% IL WCOLra. TILUT TESTING R ENGINEERING COMPANY ms6 na ]6w Sc, M. Pas. xvma oeooa, P A M v Pron.: VwM1l-i= . rm : ms)e11-m, .-moat mrcma.Lea. 108 l 67m wm 41w nor I MR% Ua 1 N161 PoLYCARBOKATE SOURCES FOR 14 tlf]fA'. r,mrortn ,vnnaE nxnNm RmAs m6➢R ®,m/mz un�u,al wm s @OSTLt SP[b,C aMNN .Stu O]n nOU mM' ONIw' roR mE�rma mvmM .s,. w]e a.m n.e asm ru. M1]%IMl 61NCiM Y ]Ta •tY aN0 IL]w n,l Is. 4.l M1C'! /= YLUL] 6PL2 /SIY 01" ].SCq r..l N].4Ce pLL MNP® No, avx m6r n rtrA. n n.y. o w6w own nM men .0 a eae a uu aac n a.eMo A]n ous a6n a-1 oanforuan6x s amx ole]e L1. W low Y em r 6ID110HIz� wM a16S aulRslx s"ESS wM w 6w2 r..l ww wr. O,PLz raeaz stasf vOOK x4MOLLW o s's 1su1 e]e ewl P.E eea6 w] A.S.S.A. American ShuHer Systems Association, Inc. 4268 Westroaos Drive West Palm Beach, FL 33407 CDDE(Non High Velocity Hurricane 02017 FASIEFIN METAL SUPPLY, INC. B Tu Accordion Shutter Systl ILK BADE 01 W/ OR W/0 RV. IMN=N HAD Y. x msmmu Pon I ce 0Y: 10 1 OLD Is-ae4 7/271 wren 07/27, 2 DRAWING No 17-10 a�•�d �t�'�!�ls�T���TfaIf17�ff�f11� ttttttt�,ntn ill III �� ► �. • `1Y1' �� .��. G41/I aka©.�apR,To •�� 10 • �5 a©. �0°U•�a TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. HV LGCK OF SHUTTER SPAN FOR ANY SPAN ncmm� In rv/(< 1/t-P-[0 x 1/2- W 13 FtR HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IN01 Y� sHuneR A7wN. 2. • IF DES R FOR SECURITY PURPOSES, UP N 11Y0 W LOCKS OR MAY BE USED AS µ INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTEWLATES OR ®SNNL BE AS INOI / OR TON BE AS INDMATEO ON TYPID,LL $NUTTER ElFIATION. �} ��LOCKING RODS ARE NOT REQUIRED AT,j1URRICANE POSITION, BUT MAY BE USED IF U�IKW TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS F� OR AN ALTERNATNE DEVICE / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITIONI. ._.., ..._.._. ... ... .... ........ „�ryy� M OUTSIDE OR INSIDE LOCK, ATTACHED TO 13 CORNER CFNTFAMAIE W/(2) 1/40-20 x 1/2• LONG MT HEAD S.S. MS. M9 LOCKING RODS AT TOP h BOTTITOM SHALL BE USED. LOCATION F LOCK 5HALL RE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAfOMUM SHUTTEIL SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A L 5. S •ONE ALTERWTE FN LOCK WY BE U5 IIN UEU OF HV LOCK er FOR ANY SIPµ µD E IN ST TONS AT µY ELEYA11OTL AL NAM LOCK MAY BE USED AS µ NSIDE OR OUTSIDE LOCK. ATTACHUENT OF 1/{'0-TOq/4' S.S. THUMBSCREW I Oq CENTERWTES SHALL BE MADE Vr/ 1/4.0-20.3/4• LUU. RIVNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPANOR TWO LOCKS AT 1/3 OF SHUTTER SPAN. & MANDATORY CONDITION E3 FOR KETSFORE L'OI —'a R;erA iA ONE HV LOCK 0 or @ or ® SHALL BE USED AT 1/2 OF SRUTIFR SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO BB', µ0 FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 4D1 or @ SYMMETRMAL CENLTERWTES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD SS, M.S. LOCATION OF LOCK SKIM BE AS INOICATEO ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ 0 OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER *NOTES ON HV NT" LOCKS AND COTERMATES, T LMnM CEMERIMTE II STALLATID ONE ITAETR ANY T �T RATE LK MAY OCK �Dp NAD OBE USEON UEU O pS�/JIL IONS OE R OU BE LOCK. ATTAC/OSPAMN .IEM pF LOCK Q9 INCU/DE5 USWG REINFORCING LOCKEIiQJ] . AS SHOWN ON SECTION HVG, SHEET B, WHICN MUSE BE CONNECTED TO CENRRWTES µD �W/ 7/Ym-TO x 1 1/2' LONG B.S. THREADED BOLT W/ 7/e'0 x ]/JT' YWNGNUT Ofl W/ 1/P0-20<I' S.S.MS, INTO A 1/4bx 5/0' RNNUTy OCK MAY BE INSTALLED AT MIDSPAN OR 12' MNLIMUM ABOVE 0 BELOW MIDSPAN. USE OF TWO LOCKING RODS QS` TOP µ0 BOTOY IS MANDATORY. *NOTES ON HD LOCKS & CENTFRMATES• 1 Ioac Ly '(/ xD cAaFRYATFS (]7 oR x2 /�53 . E ALIQLWTE HD LOCNQ Y.AYBE USED IN UEU aF HV LOIXS Rt Q� FOR ANY SPAN AND INSTALLATIONS AT AANNY ELTo QE�VATION. ALLEIV ATE HD L a4 WY BE USEa AS M INSIDE REIN ORCEMDR ORCUTTING 5LASS SHOWN ON SE TIONSOF DIIDD-KHVB. � HDC-KV/C, SHELF s. LOCK WY BE INSU4E0 At MMPµ OR 12' MAKIMUM BELOW OR ABOVE MIOSPµ. USE OF LOCKING RODS 0 M COMPLETELY OPTIONAL .......•••..? 02017 mTFeO. a1C. 02017 EASTDLY x &SUPPLY. LYC BER Accordion Shutter System /:' uCENSF'•.:✓9 i. A■�7.a7■ti. `, /F *i American Shutter S stems ITV. BLAB g1 W/ OR W/o HV. w mo,N BLADE ' " Dowel M DAN owmr er, La 9••: •' Q` R•AAA TiLLR TE571NG @ ENCINEEgING COMPANY Rif R". Taac sY, s. Association Inc. nC. 1 OLD 15-055 /27 1 wTo 07 27/17 lL� No. vaaM 0.A0a.L OKmM W.' Pnrv. I (5051471-1520. TO.: (mf)871-101 f 4208 Westroads Drive •': s. ' 6\a11df 7 5 DRAWING No -r'L ore. — West Palm Beach, FL 3340, KRORR"OAAL se e���LA4,L.rEN;,•,T�I,,,,.� 144167 ^17-107 CONCRETE ANCHORS 1©I B f0A OV[ (a[ uawns®w 94Fi n (SEE SCRSLIE ON SHEET 13) 12 OR I y I' I ,. EO CO y� WMME S.S. F I � '' USING 1/4--20 NOES E G.• 1 1/2' / Mox. ! a 12- O.C. / .25G' __ 3 OR S .250' Nm. `GPfIGWl cl 5 Bmm0E51 1 ! UM. SEPMAOON TO GLASS I 1 -(SEE SEIE0.RE ON SHEEE 11) WIG 1 CV35—i 1 B(� HV WALL HEADER INSTALLATION + KEYSTON EnWIG aA. 1 1 OR ®� L uM. SEPMATION TO GLASS 1 1 9�HIN.E II ,m EAC [ I1 ) (SEE SCxECRL ON Sx[ET 11) ax Is, nrn aAmm�Q EXESWO ` russ--I ©HV WALL HEAPER INSTALLATION NW. SEPARATION TO GLA•i5 —(SEE WHEGI ON SHEET 11) �- ormoluL I t III r I .lp 1/4'J r. - ./ fOPDONnL I 1/4' M... ,: "1�r_ MI r n•' j I _ � 19 13 E EO �' � ., �/t ••/ —ORl'.J' I . Imo. / -04 1/1'0-RLP520.J/K' S.S. rP' b ✓ % %1muss HFAI 1p'P-xOxJ/,' S.S. PI0WP5 MACHINE SCREWS USING � /A CONCxtIE MVCN00.5 1 NERETE UI,E ON / "' i` 1�j m 1B 1• 1/A'-20 NUTS O 12' O.C. —L / (SEE WREOUIE ON TRUSS HEAD MICHINE SCREWS MceE1E� (SEE SCNFDU[E ON SHEET 1]) I / /l Wn. POURED OONCTIER SHEET 13) W/ 1/4'-20 MIAs O 1Y O.C. 47V OLOCK / - OR CONCRETE BLOCK uyEy 1 Mac AKHORS REWMEa LDi HV WALL SILL INSTALLATION (SEE SCHEDULE ON Rm CONCRETE 910ET 14) QF HV WALL SILL INSTALLATION OR CONCRETE CEO= III REQUIEN, EO HV WALL SILL INSTALLATION aor, 4 FOR IN crennva. INSTALLATION DETAILS W/ HEFT . tlo TTPIGL SINTRA • (S0. EDGE TION,EESEIINCE • GEE', NgNS Oc USE FOR E T SECTIONS CAI DE UON. O (SEE GPECINCADONG ON SHEET i]) etPDE �CI $MEET 19 HV BLADE M TO SLAG Na'INSTAWRON. 7 ... ''I F A. T11 FLORIDA BUILDING CODE(!,, High VelocityHurricane Zone JCENSf.'•. ��T 02017 TXTEC0. OC. 0 2017 EASTERN Ua& SUPPLY. WC, 4 C A a7 S A Accordion Shutter System IL�EC—O y ■ ■ ■ ■ kV. 6IADE R1 W/ OR w/o HV. WINOOW�HAE'E TIWT TESTING & ENGINEERING COMPANY American ShUMer Systems w. x 5omrnox Gsrz wWn en Lc. (� ` Association, Inc._� F '•. ORID LTl uv NK. aeA a, v..w. MR01¢. GROW; ,IOgD, J)1 OLD 15-085 ]/21 17 wtB a)/27 17 :.(JosWT1-15JB. m.:(Jm)a71-u]I 4268 Westroods Drive x 's/0NpL60 I"' 6ola i^n West Palm Beoch, FL 33407 ] ORAWINC No R.LTBE K Thin '. P.C. . 17-107 o c'ccu Ic ruAtuor m.m nOUNI Ot 1 44167 POURED EDHCREIE ANENDRS 1oaI T- -- MNauRRED (SEE SCHEIV E ON SHEET 13) I ; am 'RI(m 1 ORRE �e [nsnND I 140� ..tt 1 EDGE E7uSn �'ammi® OIA55� w11M.WP ' , a¢SHm 3 9 EXsBkG i 1 aw 13 DR 15 I /a1A3/4• HEX WASHER HEAD/, I a/e TAD. 1EK SCREWS o 12' O.C. 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I OLD t6-on 7/27/1 mm a7/v/v i .6`'•.. ,^,, t aus Rv. ]w.4, Iaxoa6rs1.7R1-L1R6p]1 m7e 268 Westroods Driven6I)mt-1vo . 1. 2 s'aNAL EN6wo, J11 iauToaoeiio `n0 West Palm Beoch, FL J7407 s DRAWING No INLL1ER A irtLIT Jr. P8. A17-107 P.E. SEAL�SICNATURE/DATE SHEEP ° 8 OF 20 ALTERNATE INSTALLATION W/HV n rr LOCK O MALE/ C CKS C NTERMAT S 8 2& LAC l / n HV BLADE SEE ENO CONNECTION DETAILS ON SHEETS is h }9 OUTF/Z?IN '?l°6"i6pAS I 61ADf m5uat DRM Mf. mata[0 ON satT4 Q'��-o-©o b ®•®- 94a TIN 9y RG9N99 OtmtiY a. a. 7 - e - umrilm ox rms sirtn, N•. o< van tml nvs ulm eel. E�mRi,•�-rtil.de- mn 9tJ m 0 * SFE NOIF 0 IaN M' IIXJf® , l taal OM SNCR 0. t Nm eu. uumPr (m).-n nu6Yl uvc nuez nw /5 YM1t1ClYPID 9f 4WR CMFR! mrtovx P)xswPOn, xn rt•sn oJm. w toxu. t ©0 HV "T" LOCK ________________________ ____________ i t"Maw U3 � our 0-20 x 1 1/2" S.S.M.S. 7/8"0 c 3/32" WINONUT. IJ- VO* :U7rL:III - t' e}an N.RCa, 91G 1 TIWT TESTING h ENGINEERING COMPANY ease a. ss9. s.. s.. )m. w cwtG4 nama .v vnw, Ros)ml-mso. rev : (M)mI-ImI .-may Vwo,0 Wttm to-O 5719 NNiW A alN Y. P.E. R9RaA Lk / Nlel A _-}II /\ • 17 } • A 9i u� G Gi Gib' A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 i ax Turn a. ucm wm®a m®:ma d oan s ii umuu ,9nma autCS rnu .m-:eo e aw ,a,at QIIpYo6 uFrnoa tM v.KO 9!)Ul, tASR UU& SUPPLY. WC 13ERTHA TM Accordion Shutter Systei a" #1 W/ OR W/0 HV. WAtDow aAOE WSCMPIIax "Al oMMN 6Y: l0. OLD 15-C Vim M2 07/Mx DRAWING No 17-107 POURED CONCRETE OR I —mum CONCRETE POOPED CONCRETE .'\ OflUCONCREiEfl� CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE REQUIRED / SLOCI( WALL REWIRED -ir \r BLOCK WALL REQUIRED BLOCK WALLCONCRETE P[OUIRED /-•El45RNB LVS( 1 _ �EMSIWG OVbS '. . CONCRETE ANCHOR L � � O IB• OC. �E Nt1 5 „`/j — 1 1• I .• wN• kk15TINC 4TA55 �. i• MIN. 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BLADE BAON SNM 19 fOP @OR®CR(BOROOR© VIEW Y ' ) OR ®' I �J1� PLAN POURED CONCRETE OR ) OR ®- �"®-©'OT • 6O•®•®- DETAIL X CONCRETE BLOCK WALLREQUIRED '�' - •'�'® l41•®-©•®,©•®•ENO I STALLATIO ©O ©-O O ®• 1 BLADE OR HV WINDOW BLADE INTO ®'®-®'®-�' ®'®•©'®•�'®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q Qe•®-®•®- .®.� , 0 OO•®-®•®•®•® III , oxo1T m FLORIDA BUILDING CODE ®ZED Hig�Velo�Tcµ suHuurri PPLY Hurricane Zone *~ IL=E C O-T■G A■S■S■A■ Accordion Shutter System NV. BADE q1 W/ OR W/D FLY. Wm = BADE 9 t�/�•^FG115' / �iA` ,• AF/ APA ma na. , American Shutter Systems pLLi11O,TILUT TESTINGh ENGINEERING COMPANY 1 rLcEA890CIOf10n. Inc.ImOD PT/ITXSL. SWK.4 ........ Phm I p(16)B'/1-uw , raF I (M)STI-1561 4268 Westr0Dd6 Drive S�NALE�� ICI w mue.wem DRAWING No / 4j111 Dt_ppppT�q West Palm Beach, FL 3340i a -J �/ �. ,/F•••/ WHIRL A 11UP Y. P.G /' 1 F —t O/ Or CFEI /CIr:NAl11OrlheT nINBA Ile / N167 MAXIMUM SHUTTER SPAN- "L+'I OR "L-' (ft.) FOR ONE H.Y. LOCK U or 0 or Qj or LOCK ® W/ NO LOCKING RODS 60 OF NO LOCKING RC (SEE NOTES T. 6-0 WALL LIOUNGNG FICOP/CBMNC WI) YOUNGNG NOMMIr E SCHEDULE 03 IMUM SHUTTER SPAN* "L+' R "L-- (ft.) INSTALLATIONS SW 4W/ ONE HV LOCKS OR W/ NO LOCKING ODS (V" FOR MOUNT"a Q11 SHEET 7) CON A56G1 INSTALLATIIMIDNS Milq wm/eclurvc uwmluc rOR h OR I FLOOR NL MWNMO 1, Ts1 0) 30 16'-D' 16'-41' 55 /5'-2' o -10' 40 14'-2' 15'-2- 45 15'-4' N'-T 50 12'-31 IS-1' 55 11'-1' 60 10'-2' —To '-11' 65 0'-5- 70 8'-S' 9-4- INSTALIATOA LEGEND. CONCRETE & MANSORY WOOD WALL A. B. C. D, E. M, N. 0. P. Q. MOUNTING F. K & L R. S. & V. FLOOR/CEILING MOUNTING G, H, 1. II, J T. U. W & k & M D WXIMUM SHUTTER SPAN -L+' OR 'L= FOR INSE4JAVONS IMO WOOD SHALL BE UNITED TO 105 P.I. ASO. DESIGN PRESSURE. RATING. Ft FN CORNER CENTmWTE 13 WY BE USED AT ALL OUNTING INSTALLATIONS. LOCKING SPELiFlGATIONS HALL BE AB WDICATED ON MANDATORY CONDITION y2 OTE 05. SHEET B, tt EXCEPT THAT MAI SHUTTER SPAN 'L+' OR 'L-' AND MAGNUM AS.O'OESex7 PRESSURE RATING FOR INSTALLATONS INTO CONCRETE OR CDNCREIE 6LOCK SHALL BE UAPIm AS FOLLOW& I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84.-72 P.-J. AND 8'-0' SPAN. SEE MOUNTING U ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM. ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 10 HV BLADE 02017 UT GG INa t TIU TT TESTING & ENGINEERING COMPANY Us. R- W4 395, NRVMA GA m Rg D] PMn., (3W)NI.Ism . rm: f]OeI8T1-ISv AnSuS.A. American Shutter Systems Association, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 PALLOWASIX SPAN FOR A OOSRIVE ASD.UDESIGN PRESSURE RANG. GIVEN L-: NIAX. A110WAUM SPAN FOR A GNEN NEGATNE &S.O, DESIGN PRESSURE RAMNO. (2) PROCEDURE TO OEfaUAINE WXNUM SPAN FOR WALL MWNTINGS (TOP/BOTTOM) OR FLOOR/CEUNG: GIVEN A POSITNE AS.D. DESIGN PRESSURE RATING, DETERMINE MACIAUM SPM1 -L+- MOM SCHEDULE. GWEH A NEGATIVE ASO. DESIGN PRESSURE RATING; DETERMINE MAGNUM SPAN -L-' FROM smmuLE FINAL MAXMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN %+- AND -L--' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNO MOUNTINGS: FOR A GN6N POSITIVE &SM. DESIGN PRESSURE RATING: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING. INSTAUATIONS. U+- MAX. SPAN FOR FLWR/CEIISNG MOUIVINO INSTALLATIONS. FOR A GIVEN NEGATIVE ASD. DESIGN PRESSURE RATING DETERMINE: LI-- MAX. SPAN MR WALL MOUNTING INSTALUDONS U-- IFAX. SPAN FOR FLOOR/DOUNr. MOUNTING INSTALLATIONS. FINAL MAOMINI MLOWARLE SPAN IS EQUAL TO ME MINIMUM BETWEEN %1+'. '12+-. 11-" AND -U. WITH FINAL MAXIMUM i &S.D. DESIGN IE %"muM MICRON .-M. BERTHA 1IF?L1. HNC. fl TIA Accordion Shutter Syste) RV- DIADE #1 W/ OR W/O KV. WfmW aADE vyxo 5[s Px AN' - eW M.CV. 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WINEIN &ALE TILUT TESTING &ENGINEERING COMPANY vv D.W. Us, GE, M , Sv, vacsuA.Bnwa, BORD, SD PNAn• v ca5)R71-IG7e . Fa.: 003)871-I631 uDo�n asm WAEIu A RLLN Jf. P.C, FUMOA 1k. If 4.10 .'N DLxcnlmox wrt PDAWR en Le 1 Om 15-OBS ]/}7/1 wm 0] }7 17 x 3 DRAW NG No 17-1 07 A .rzE nvax cnwNEA 0 e� G.G. 0 B' a.c wa +a vn. c-e0 S100rt0 ro eNO2 1' TOL 5C a ox I E)OSIWG TAUX 1FRgRfM[ AS MPIICABLE FSI3DNG GLA55 MIN, SEPARAIKW —T— TO GLASS 43c /;'� INTO METAL STUD WALLS 0 6 OFF' % 4! GENERA IMITION AND CONDITIONS OF IJSF FOR BERTHA{1)HV BI ADE ACCORDION SHI IjM SYSTEM INSTA ADON TO METAI tt D WAI IS 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (pso 2. MAX. SHUTTER SPAN: Be 3. ALLOWED MOUNTING: (BON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT, USE 0 (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATC, 4"k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADED GtuDf +0 {^EMdi;.'•i 0 6' D.C. rtEa r ,'- '=.' MS WALL HEADER/SILL INSTALLATION 1/r HVEI L,�Q Min.) 02017 MLTEm. NO. >' L ECOLNc. * TIWT TESTING A ENGINEERING COMPANY 6M! K.. YA SL.... lW .N fJRYfl9. RVfq 31 r+A PM," , 005)071-I430 . F.. 1 (3051871-I53I .-moa unoecePN:em +16A 1 [e-Bo06ne WROO A lIW1.ry.PZ ATE naftaL lk 1 +116767 FNMA CJ 1,46 12.000•ua.. r. 3® 1/4"m NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY SEPARATION TO GLASS SCHFDULF A 3.000, h M. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 4 4. NO FINIM AS .yWLIGBLE tt1P h BOROM) 1/2' TUX. SLACK A.S.S.A. Amedcan ShuNer Systems Association, Inc. 4268 Westmods Drive West POIm Beech, FL 33407 a +3c LENGM r 1- 43 1/4"0-20X3" BDL7 MUST PENETRATE -u73- ARf 350• I0A' 1/4'0-20 THREADS 43 1 /4"21 ELCO CONSTRUCTION PRODUCTS FAD—LOK HD COMPONENTS SCALE: 3/6•= 1- ON LOCAA0 AT 12 HJ NFAOOT/GI B105 VIEW Y SIDE CONNECTION TO TRACK MAOE #1 W/ OR W/O H.V. CAWING No 17-107