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HomeMy WebLinkAboutPLANSBERTHA 1. MUIN N.V. l THIS AN SHINER SYSTEM SHOWN ON Troy PRODUCT TIL LD AT HIGH VELHi (P. -) HIM SEEN VEWRED MR WUnYNCE d ACCORDANCE WRH ME 2017 (Od EdtgN) OP ME FLORIDA W¢OYW CODE. THUS AOCORdON SHUTTER SYSTEM SMALL NOT BE INSTILLED AT NIGH VFL KURRMANE ZONES. DO" WHO LOADS SHOL BE OEEOANEO AS PER SECTION 1620 OF ME ABOVE YENDONED CONE, FOR A BASIC WIND SPEED REODRED BY ME JU ==M "MSAm,T Will BE INSTALLED WITH A DIREC110NW1Y FMTOR Ne•0.85. MNG MCC 7-10 AND SHALL NOT UCEED ME MAEIYW (ASD.) DE PRESSURE RARNGS INDICATED ON SHEETS 11 THIN 15.19 A 20. N GROER M t`RDN ME ABOVE CO M. IILTONTE DESIGN WIND LDID$ DETFRI NED PER ASCE 7-10 SIO L BE Man MDLCED TO ASD. OEM WIND 10A04 BY MULTPLYDM MEN BY Ge N ONCENTO COMPARE THESE W/ MAY. (ASD) BEECH AIESSURE NATNTS INDICATED ON SHEETS II MRU 15. 19 & 20. N ORDER M VEWFY MST COMPONENTS AND ANCHORS DN MIS P.EO. AR TLSED, WERE NOT OVER STRESSED. A 33 2 NCREME N ALLOWABLE SIMM FOR WIND 1 WAS gar MM IN MEW ANALYSE HOWEA'ER. A NINO WRAIIOR FACTOR CD-I.aO WAS Its G FOR YERN1G1roN Or FASTENERS W WOOD. BERTHA KV. ACCORDION SINTER SYS'IEAFS ADECNLV.Y FOR WIND AND LARGE MISSILE NPACT LOW HAS BEEN VERIPTFD IN ACCORDMCE WITH SECTION I609.1.2 W THE MOEE UMMEG CODE AS PEN An. REPORTS: -NV BUDSO /0214.01-0. /071501-W, /1001.01-05, 11214.01-05, /0317.02-06. /0609A1-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 AHMOKOIS AND ARM E-1866 AND E-IS96 STIAMAIMS (WSSILE L D. WINO ZONES 1. 2 & 3) 4 /122G01-10 AS PER TAS MI. 20 111 20 PROTOCOLS URGE MIM-1 -UN WW0O11' RUDE 0 E050101-no AS PER MM E-I696 AND E-106 (MISSILE LEVEL 0, WIND ZONES 1, 2. 3) BALC PROTECTION ONLY MIDI / o725.01-fie AS PER TM 202 PROTOCOL 2. W G AVE0 AND W WINDOW BUOE ® ARE EMINEEREO TO WORK IN WaON SM EACH OMEB CODER ME COiEIM LALTATIONS AND COMMONS Di USE INDDATED ON SHEET 19 3 BERMA H.V. ACCORDION AM VW SCREWS), LSEO AT SHARES KNUCKLE AND TOR DIRECT MOUNT CONNECTION TO TRAfAa SHWA BE 1114.2.75' AND 014.1.75' PESPECf Y. I10-HT UNNMM SERIES STARLESS STEER. SCROYS MTM 135.0 WI YIIELD STRENGTH AND ISO M FEMME SIRENGM. PINS S1NLL BE COATED WTIN BERHA HA' DACROSM D COATING SYSTEM AS MMUi'ACTURED BY APPROVED 0M1N0 MPLIG10R5. RECISlEEO WTH ALEPoGMN SMmN SISPENS ASSOCNT*NL PINS MUST BEM ME W MMx1NC ON MELT NFAD. 4. ALL ALIMNUM EKMUSONS SHALL. BE ALINNVM ASSOCIATION AIM AD TEMPER AS INDICATED ON SHEETS 2 AND 3. NIN KM YIELD STRENGTH FOR WILL-Ta ALLOW IS WO W AND 35.7 W Tat 6005-Ts ALLOY. 5, AIL SCEEM TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CWWOSHIN RESISTANT COATED OMBON STEEL. AS PER DN SOOIa W, SO kM MIL Y,ELB STRENGTH AND 90 WI MW. TENSILE SREHHN, AND SHALL COMPLY W/ nORMA BUMHO CODE SECTION 2411JS A D B n TO BE ASTU A 7 GALVANIZED STEEL. OR NISI 304 OR 315 SERIES SVAILESS STEEL WON, 35 W MNOIVY WED STRFNGM. 7. SEE THE FOILOANG SHEMS FOR ANCHOR SPECIFLCADONS: W BLADE 0 1 12.13,14.15 AA0 20 W BADE 0 & 0 WOIIDING N UNISON: 12. 13 & 15 & THIS BERTHA HV. ACCORDION SHUmR SYSTEM GEMS A US. PATENT'aTT9.5M COMPONENTM OF THIS APPROVAL ME ca` RM. IN WHDLE OR W PART BY US. PATENT IS'456.179 ISSUED TO EASTERN METAL SUPPLY• WC. B. R SHALL BE ME RESPONSWIUTY OF ME CONTRACTOR To VERUY ME SOUNDNESS Of ME STRUCMRE WHEN, SHUREi a M BE ATTACHED M Dat,W PROPER MCHdVDE CONTRACTOR M SEAL/CORK Al minTIR COMPONENT EDGES Wroa1 REMAIN. MRU IM101I VG W ODUMCU5 MMAcT WITH ME BILovio TO PI3YENT YANO/EWN WMUSIOH. 1G FAOI UNIT MUn BFM PERMANENT lAB[L N A VLSIfilE PLKE WITH WARNNO Nom INNING PEPODS OF HUPoOCNE WARNINGS HOE GRIM nwANT, OR TIMERS COST PROPERLY CLOSE ALL FW AND NM CFNTEAMAIFS AND ENGAGE OR LOCK All N/ ANp MO IOCIfS. It. SNURER MNNfACTIRER'S LIBEL SLUL SE LOCATED ON A REARRY VISIBLE LOCATION AT ACCODION SMITTEN N ACNRGM,, WKM SECTION 1709.9.3 OF n.ORDN BNIDIM CODE ONE LABEL SMALL BE PLACED POR LVERY OPENING. MIXING TO COMPLY WITH SECTION 1700.9.2 M ME FIGIMA BINLDING CODE 1OND IS APPLIED ld2. EERRN H.V. A ZION SHUTTER StSiEM'S NSNLAnON SHALL COMPLY WITH SPECS: NdCATEO IN Ma DP MO PLUS ANY BUlDM AND MINING REGU ANDIM PROVIDED BY ME 4URLSdLTIO1I WHERE P. 13. 0) THIS PXD. PREPARED BY THIS EMMO11 IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STE SPECIFIC PRO -. i.e. WHERE THE 511E CONDITIONS O 7 PROM ONE P.EO (6) CONTRACTOR TO M RESPONSE FOR ONE SFl67ION. PURCHASE AM AS,,,A1KN MM MG l r, SAFETY W TNa PAWUCT. GMED ON THIS PEA, PRaMDm NE/SNE DUES NOT WD X Mou THE CONdTNNS DETAILED M THIS DOCUMENT. CONSTRUCTpH SAFETY AT SITE IS ME CONWCTON'S PESPOessagaT. W. MIS P.ED. WILL BE CONSIDERED sitoL O P ALTERED BY MY DEAR R�EWO 5®LE FOq ME PROJECTS LASE Of THE P 0. ENGINEER Of REPREPARED BY A FLORIDA W�®ACTING AS AMEIER �DELEEGAMEMD EMONNEER 10 THE PLd�Q EoEo, SMALL SU�BYIR TO MI UAi1FR�ME NE SPECMCNOTWIL NWWG9EFOR (0) 4RIGNBL PE L SHALL BEM THE DATE MO ORIGINAL. SEAL AND SIONAURE OF ME PMFESSNWL ENGINEER W RECORD FHA PREPARED R JCP2o17 miEto. Nc. SCANNED ` IL ECO IFEC. BY /([{J' 1 dOIJ IE bF% ? *� TILUT TESTING & ENGINEERING COMPANY St. Lucie County fM! Ht ]NM N. W 2If. WFCM/. GYpgA RLiMA SI �� ° (30:Ii1_1aw • Fu H (305 NI_15 1 (,r3y-'����AAA A(• •". ' Ad v S S -Tut WI«oaoMsem I ONAL n e M...rn,n...N....-....... J KPLTOI A R 3r. P.E lr RGRDA 441e7 GENERAL NOTES SKEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM cOA1pallom 21-37 SKEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 BMW 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 9. HV 13LADF(1) AND HV V"ADOW R AnF (W (WHERE APPLICARI E) TYPICAL SHUi1FN ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET a INSTALLATION DETAILS G-M. CONCREIE/IROCK SHEET 7 CENIONMATE DETAILS W SHEET B CLMERMATE ALTERNATING DETAILS HN SKEET 9 END CONNECTION DETAILS 1-0. CONCRUVELOCN SLEET 10 MAXIMUM IBM TABLES SHEET it ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & OLD" SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WIND SHEET IS INSTALLATION DETAILS M-R. WOW SHEET IB INSTALLATION DETAILS S-K, WOOD SKEET 17 END CONNECTION ORALS 7-12 & X. WOOD AREA 3, HV WINDOW 13LADF dk SHEET 18 ON Y TWIM SITTER ELEVATION AREA 4: HV VANDOW R An 6)ON SHEET 19 Y INSTALLATION DETAILS. METAL STUD WALL, SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.SeT&A., American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 Accordion Shut ION. HARE 01 W/ CR W/0 HV. VILA No 107 Th SOLID BLADE COVERED UNDER US PATENT ® 5458179 OF USE OF SLADE WON SHEET 19 ©HV ADJ. ELOOR TRACK QUALIFIED FOR USE W/ FW Oel• B7d 1,686' 11 HV CEILING HEADER 0 FIEO FOR USE W/ HV SIADE T ONLY, SEE SECTIONS FOR VAUD 6063-TB ALLAY AND TEMPER =®®1� nmiGE2♦1 W/ HV 04 ' § �HV UNIVERcp ttOAT R. QUALIFIED FOR USE Will W BLAOEQ1 6005-75 ALLOY AND TEMPER `HV QU6UR/ILL �� ONL FOR /DHPE( 0TANTER" ALUMINUM ANGLES OUAUFIED FO$ USE W/ HV BL40E 1 ONLY. 6063-TB ALL Y AND TEMPER OOUALIFIED FOR U9EQUW9 HV BLADE I 6063-T6 ALLAY TEMPER. D�HV WALK -OVER TRACK QUALIFIED FOR U E W/ HV BADE(I 6063-T6 ALLAY D IEMPGR COYPoNFM A B TI T3 © 9' 19 2.5• T' IM1G 0.190' 0.190' 2' 3• MAY. 0.139' 0.131' 05 HV 90`f19D•�STARTER OUAUHEO &R USE W/ HV BLADE 6063-16 ALLOY .AND TEMPER 99V e92 1 s2D @9 HV TRENCH TRACK QUALIFIED FOR USE HV BLADE �I ONLY.. TEMPER HV RAINGUARD QUALIFIED FOR UIE W/ HV 6063-T6 BALLO EA4 TD TEMPER. IIQ'�Y\P�^• ! O2017 TLLTECO� qP 02017 FASIERN METAL SUPPLY, M. A VTu `l�Y_'�CENSFG 11 1 YYp fL E 6 O SNa. A■S■S.A. Accordion Shutter System • /y 7 American Shutter Systems.„n HV. 9AOE yf W/ CR W/0 NV. WWUY BLADE TIWT TESTING M, La `� GGGATE D Y O • & ENGINEERING COMPANY su.Me 96u. M aM ana x9w. wma, TMxw ATa Aea0QlatiOn, Inc. l OLO IS-OB5 29 1 A.TF. Dr/2Y/17 •, ORIDPi 4� A63 ••u••e•1••a•�{•�1Q'`� Plgm 1.h6s1m1-15w . r..: (Miam-16TI: - m-m6T'o'aiP""� 4268 Westroods Drive West Palm Beach; FL 33107 J I DRAW�I�/NG '. Si IIt wllCR A TitN Jt PF. 1No t / T 67 . 6ANWF/nerr PLW N IAOnf ManaN © LOCKER FOR "T" LOCK CENT RMATE ®DUAUFIED FOR u W/ Hv BUDS I oNLr 1� OLNLIFIEO FOR USE W/ HV BLADE IOONLY 8063-TO OY ANO YELPER 6063-T6 ALLOY AND TEMPER 3� HD GENTERMATE I O OUALIFIED FOR VSE W/ MV BLADE T k A 6063-16 ALLOY AND TEMPER ® LOCKING ROOD QUALIFIED FOR USE W/ HV BLADE(T) 6063-T6 ALLOY AND TEMPER 6063-To 1 )Ye 76 HV % 8"0-16 AI ].181 5 • F PF,F I UUMFIED FOR USE W� WBIAOE Igk 6083-f�I6LALL�IDyT��� O TEMPER 44��,, �L1H•A HV 1/4" 0-21 AISI 304 ,, RI a czS. THUMBSCREWS QUALIFIED FOR USE W/ NV BLADE IQ Mal HV EGRESS LOCK QUALIFIED OR USE W/ W BLADE�a, 1(9 ONLY. 516• RIVETING RER RNEiW SUMRNEfIrvG 1/4"0-20 RIVNUT* DOB-T] ALL" UUMc N TW 610. AS WPYIiaNI®W A L W. A271 AMLY 010. w HNATIVE 10$ USE IY NV )E v ONLY. �1XU101NIe1 0875' Yn. I .125' Yv. IHYYfiN@1 CaeiDDl M 1aY 1.5 ILn EMWDi ® HD LOCK Bf REOENl "M E YORTW LOINS SMES 23M NOON BOLT LOOK _-OUAUFIED FOR USE W/ W BLADE 1Ok 1"I-`1[ Y`� t Ot0" R`�`�' 02017 EASTERN METAL SUPPLY. INC. \, ('iEN"wr i� ` A■S■S.A. IY Accordion Shutter System , Amerlcan Hv. BLADE p! w/ OR w/o Hv wrmv aAaE • : # TIWT TESTING h ENGINEERING COMPANY Shutter Systems Inc. wsemn6ry w,< aAeaaclation. 1 O D 15-085 Tn7/1 m 17e :(Easpn-15N . rP.: (]m)8)1-13➢ 4268 Westroads Drive rvInure aWest ] DR�AY�aN!(;No Palm Beach, FL 33407 0 NVAATAUT,..P.E. 7P:F tFal��i�enl150r'inATr n 1.157. SH TTER ASSEMBLY SCHEDULE FOR HV M HV 1toECESSED NYLON BUSHING FXYLON RECESSED NYLON BUSHING HAT WASHER LCARRIAGE AISI 302-303 SERIES 0.870'x3/16' 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/ #8 HEAD 4` ® POLYCARBONATE IMPACT RESISTANT HV WINDOW :1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 30TFOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR 3V ® BLADE. EXTERIOR BuOEY KNReKLE (TYP) 2 OOR ® ! ii Q OR 0 I ® EXTERIOR (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT IN FIN @ OR ©AT EE ENOR BLADE W BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ Hv 1Q Ba324 RUOE's KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION -11", SHEET 7. (UE Nutt • FOR .O 'r U REWIREMENrS) (3) HV PIN 0 OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER T+P 0 IjII SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B� Ii -,SLEET ® i WHEEL CARRIAGE DEFAy ASSEMBLY LAYOUT A1. AID 0=7 uUNO. Re. 1 TILDT TESTING 8 ENGINEERING COMPANY mee NK, uv. BS sI. wa msuu camas RBKa. u Rene . (BW)Brl-1l60 . FN I T265)8F ®1-1651 ..mon. 0Po,0e,1 W.Nm M1ONm. Uc /NIB) s ON _4025, 1 filpBE .B823' AB25 .Po2!' POLYCARBONATE IMPACT RESISTANT HJCARII BAYER'MAKRCLON 3103 POLYBONATE RESINS. UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LDM 103 RESIN (SEE NOTE -F- ON SHEET 19). POLYCARBONATE SOURCES FOR 4 r.rrarmm�n Nweae sear rtypym Pa �Vx axsFc rrtwr nIs mm awe sA•' a51! �' ra ramaM ulY My Mm Pu 6W Pu flNI/l 6110GfX /.1 mP ,µlY pA0 IL1m Pu r.1.q] PLL al}UR6 WWI6 60eu ASfY mp 3Wga P4 ].fmO wl m ss NW Pm oae w rt-e/. IF .rbro aN.[ IXN4H .Slu MM] q] K 6U f YM vT ar aawm asla oaa c-I aam F-r a.a em xranox Am RIM .om T em T 0TA➢� ♦sn aloe 1Q.�E.ERm41M m01 ISIY BY PI06 PLL !W Pu la®C 61459 mq6 \411Wa /SlY 6]e LV I P.� F!N PLL a.s.s.ae American Shutter Systems Assoclaflon. Inc. 4268-Westroods Drive West Palm Beach, FL 33407 HV. AWING No 17-107 .p f FE •F- _cwE.,E_ ic. p. 1 I I _— IITI, Qj.O I �Y?H'i ilLL, III Y II � l0 a�w©• Ow®w 1p .�� f0•�j5w�,C�j,a�w�.©w TYPICAL Cl) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE NE W LOCK G w ®SIWI. BE USED AT ' OF SHUTTER SAM FOR SPANS UP TO 10 WY BE USED AS AN INSIDE OR OUTSIDE L A 1/2' LONG MT READ S.S. U.S. LOCATIC SHUTTER UEVATION. BE USED AT STACKING POSITION (NON HURRICANE POSITION). J2: ONE HV LOCK 0 eI 6b SNNE BE USED AT ATTACHED TOR CORNER DQAERWTE W/(2) AT TOP @ M SHALL BE USE0. LOCATION F MAffUUU SHUTTER SPµ SHALL BE DEIERIRNED AS /2 OF SHUTTER SPAN FOR ANY SPAN AND FOR MST DANY Y O ATTACHED 70OR OF LOCK SHALL BE AS LNG SECURITY PURPOSES, UP TD TWO Hy ECTION OF LOCKS TO CENNAUNES OR INIIED W NDATDRY CONDITIONAT URRICANE POSITION. BUT WY S OR µ µTERNATIYE DEVICE WER�rE�RIW -lDTWT OE IIE R INSIDE LOCK, TEN SS MS. TWO LOCKING RODS 'D ON TYPICAL SHUTTER ELLVADON. N SHEET IL y. r-.v.ar• a.a. mUNR .tw 10 vj UK GENIERUATES SHALL BE UADE W/ 1/4-0-20x3/4- AUU. RMW AS SHOWN ON SECTION NVE, SHEET 6. ON LOCH SHALL BE WED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPµ. fi, ONE W LOCK ®w ® or ® SHALL BE USED AT 1/2 OF SHINIER SPAR MR ANY SPAR OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be', AND FOR INSTALLATIONS AT ANY ELEVATOR. W LOCK m Or ® m ® WAY BE USED AS AN INSIDE OR OUISME LOGE, ATTACHED TO ® or ® SIUUEIRICAL CENTERMATES W/ (2) 1/4'-20 K 1/2' LONG FLAT READ S.S. US. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ OR ®-TOP AND BOTTOM IS GGWLEYELY 41A,MTORY. • I• :ONE ALTERNATE NO LOOK IUYBE USID IH NLU OF Iry LOIXS AND INSTAULUK S AT ANY OUNATK)M. ALTERNATE NO LOOK ® MY BE USED RDNmRCEuxNr MSERE � µS sj, OILA 5E=n NAOF M B-"cK NID�DPM/C, 35 10 IeCK MAY BE INSTALLED AT UoSPAM M IT• MAMYUM BELOW OR AB DYE WOSPAH USE OF LOCKING RODS ® Is. COtlPIETEEY OPTIOWL ILL'-.1P ,.n••••••..,•�/ ✓2 VC ENge '. 9 I 12Oq f .rLs/�AIAL jflll f.ff P.E. SEAUSSGNCiURF/GATE 02011 TRTEFA, wt, IL ECOIII . DWT TESTING a ENGINEERING COMPANY Imm. 1 (IDa)U1-ENO. re.: (]0a)d>I-1U1 m-m�oelleea fYALRAAIWR J.. P.L DoPom U`' E N16i AnS.S.AT. American Shutter Systems AaDOCIO}IOn. Inc.Z 4268 WestrooDs DKYe Heat Polm Beaeh, Fl 3]407 02017 EASTERN MEAL SUPPLY, MC. BERTHA Accordion Shutter System HV. BLADE BI W� OR W/0 HV. WINDOW MADE mrt w.•v an Lc 1/27 1 01 27/17 x a OMW7- No 1/�tO/ 7 A a .CHFR E. POURED NCRETC ANCHORS(SEE EE 1KEDULE ON REDU RED ; CONCRETE ANCHORS SCNMu ON �SMCT 13) '% // / i 18 ra axE iL E ,C @04 PW D 1. Yob I .•R-�3 �J 4- SS. l rj•r/ WiNo 1/E -30 YY1E / 0 12. D.C. 13 W 15 G) i / f III/ir / .r —WxrnEiEDNcO (SEE SCHEDULE ON EHELT 1]) ioCN (JD HV WALL SILL INSTALLATION { YW SlPARATON TO Cr i(SEE SCMOUIE ON SK 11) mass-1 I ® HV WALL HEADER INMA ATION + KEYSTON 1 OR , , I YIN. SEPAB.EoON To cuss I`(SEE SWEDILE ON ENEET 11) t AHD E EUS / (OPTIONAL 1/4'YO.. I/ E CO PNRYPE TRUES MUD Ifr i r r'16 � moo! HV WALL SILL INSTALLATION >ti.TIOx�, . TLR TWibE slArtrrn • L m - ME D,SZu • sa uyL.roNs oP USE roR ;CDORR CAN BE COYSDIIO (SEE EPECJY WIS ml SLEET 1J) BUGE IIH ON 91EEf IB SUIT ANY B I.DDN. CONCRETEANCHORS IEEE ECULEON a/ I 2a SNCEf 13) R 0 12. O.C. .. SnrAR/. TD DIAES —IEEE SCFEDUIE ON SxEE1 11) ©HV WALL HEADER INSTALLATION CWCR[IE LxtxORE �L/Pe-tOd/P S.S. Pw (SEEM SCHRETEANC ON TRuss xEAD RYCMNE SDREws POURED CONCRETE SHEET 13) N/ I/4'-30 NUTS 0 I3. O.C. CA CONCRETE BLOCK FDHV WALL SILLINSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE Vim;;••: \0 ENS :., M017 TATECO. RRC 02017 EASn N METAL SUPPLY. INC. AANA1 '✓ / 4 PLEC p A.S.S.A. . BERTHA TY Accordion Shutter System ' TILIR TESTING A ENGINEERING COMPANY American ShuTre systems KY. tumF 81 w1 DR w/o Itv. Wt)my riff , N wumlN! - �•'•• _ ORIDP: .4�.Et -[�-E^ .a+ e.. Ew. m. Y. tm. wck. cwmn, rl0w. Et, AeaoClaHon, Ino. 1 aD 15-Das rpt/t P.Ic oY/n/n veu.: (JOEIen-ts]D . m.: (ws)eTo-tnl 4268 West, ds Driva /DMAl6 ,It EN a ] DRAWING No �Es ppsns West POIm Be"DoOeh. FL 33407 y�.nE.App MLiER A TWO h. IL t 7—t 07 E 1 P.E. SEA(./SIGNATURE/DATE NDIdpA Lk, F MIE) ! I SHFFT V POURED CONCRETE ANCHORS , IRa 91yww co,cREnI (s[E soexxxx ON sHrEr 13) I mom I OR • ' y �,"� REQUIRED , sear a ® EXISTING y 1 ($pion il[ v i 1 MCI, Pee eRgm.® LrovAO ANCHOR I � °os'wcY ' I 11 a a I s. IIN3/+' M WAsrtR HEAD yE uR TEK SCREWS 0 Ia• O.C. ] CONCRflE ArpnoRs . / a / rPPuruIT ©- OF 7 (SEE SCNmU1F Qv SNEEf U) /� ,' • /p// msnxG ! i i ME a r/ i / / ' /, ME OF r/ •'` Eo j'J / a"ss—I / i �jlij ,'/./i// /•/�,/, / / SW IF sue rt SAWFION/ // �/� I�ja', P. / l • A ME OF �/ / /f / .' m aAa DOD¢ ESIAS IT +✓ f; usupalL J . RED PC IHEAD CONCR[rE D 1n`wiaRo • POURED /, /! / ! , / I / ,, , /•/ //' C ETE • O• CONCRETE MT n1ID COHOIER ANCHORSNAmm� ® CONCRETE R MT g 1 0 IGRs RE000TFD (SEE SCHEOIRE ON SNER 14) REomREo . o. D.• (SEE ScHM i ON swan, I.) 11 TRENCH INnALLeTION HV WALK -OVER INSTALLATION AIID onEY FOR UP To +7D, -75 PSF ASV. .(B HV FLOOR INSTALLATION t - DUAGN PRESSURE RATING A FOR SPANS PER © HV CEILING INSTALLATION - SCHEDULE /a• SHEET II L_�m aA•v�°a O CONCRETE ANCHORS OOMW m A,eRR II p0 peat H (SEE SCHEDUM ON Y[ somY. ExremD _I IN 1rti x) ! I I a11EFT Is) I/aro nr elArQ TNCp N/ a. nl I 1 i GRASS I �US�I+a top•�•�[�'axm�xl —� �SGIASS-� ROxO wI/..vPOEUS O4• 1 rAtmmv TNTp. RoaR3 W/ I D -I� pau a IN I 1 a�i• vt oamoD o s• Iwc OG � m W-O' SNR NCH 1/4' �E-. m ENnAI // 1 swm Ar EWRr carom Iuo I 9 3 OR 1 /TOO /„� ,0.•/ // � ION T r�UR IOI[r ] e �I/a• SCREWS mn. MART Tux. 114.3/+' 1mt NED ; 13 a O Ia' O.0 / B I 1rl/.O'HOW-20 S.S IES ! CONCRETE ANCHORS ` _ _ 6 •O ] 11.0/.• US. / a _ / ! • i 1 A IO W/ NUT o 9' O.C. (SEE sCHEOUa ON B 1 O 9. 0. C.012-0.1 / j V]K I/f•_p Iplrp / EDGE OF 7 a 1 A 1/a. 11. / / 17 ' a.p0''YU1: F�VL M (K / .f • I a/, ' / 1 7/e� / i / EppMrwDIE / j /IIOHSIAR IF' rx S o.S YIN. E.D. 4RU ,+ / , / / /// f / CONCRETE ANCHDg E NOTE I D 0 9' 0., u cplgrlEcploYtE / % / DO POURED (SEE SCHE:IAE ON Dx SN[R I () HOLE T](e) OORR�� ETC K SNEEr 1.) MUMC�FR ON SHEET 1 "' RoxK E © D CONCREVO AK -OVER Q KYONE MG INSTA ATON REUO INSTALLATION uEnnY.Oran-.l[SRcr: t .aA-p PW vuvRR. MINOR Dx1. Wr QMJM �Txnl Of SETEIN • EDGE DISTANCE t �A Al1WHEN PWORJEO ;SSDC SHEET . FOR TYPMIE SINTTER (ZTE SPECUIGImNs ON wM 1]) ��R TO AN OPERADIE W19 r • RANCE ��JAAON SfIFETM FOR -NauDwD aEcmNs w1 eE rouaNm INSTALLATION DETAILS W/ (1) HV BLADE 1 ANT cur To suR Yn insrAlEAnox. p1IT A A. „ FLORDA BUIIDW0 CODE Non High VelocityHurricane Zone `� CE " ✓ � NSF'•• 9_ Daon rETEm, rrc ®zolT EASTEr+N uEru swPl.T, INC. ' ASSA n Accordion Shutter System 9 + American ShMMar S CHIN µY' BA¢ !1 W/ OR W/0 HV. Y1lDO,Y BADE p ,• TIWT TESTING A ENGINEERING COMPANY Y ms asuvmx aI[ Ma m r.e •. 0..... A ':' �rP �» N.e ].o. >r, v. ],> „w, GN®,q ,Tom, a]I Association, Inc. 1 AND ls-aes T a 1 wre oT n n _ rmw.: (wprl-law , ru.: (M)er1-,,I 4266 Weslroaes D....EO-] 1eDeRN "S0 West Palm Beech, FL 334- DRAWING No P.E. SEAL/SIGNATURE/DATE t I DETAIL ON c_Hrrrc_ TOR 18 wla RLr,mu1E Rv Loa ®eN sum s. O r INSTALLATIONS W/ 1 Hy ���� � ® a�aa0u�e •� BLADE W HV CENTERM TES o O«O ®« OR. 10 • ®«®. ®«©.®w SEE END WA tFECONN CTION I DOSING tt.5s C 1 ©•®w�. ®wO.®a------------- ---------------------- 7 s 1/Y MMM IMGIKtlt9 10 aaM:REIE Oa/sonoul AI/x• LI.S r0 NBC AT fKN ANeLL' NTH') I,a.7 4' SAS. a tx• �4 FALL U01aNf. C E Y PY VION 5 I • = " • 35 * IN 3 * 3 S (S[E ON SNaT i, «®«©.Oj aOa la •®« 1 « ® OUT ®" ' 10•®«®.®w©.©w HVA HVB HVC Pau fKfi[IE aR moat w.uL c — IN — ®•®p®w6qO.®a ' atAm;b ' T AT Sx--aPtwva W / HV LOCK `SEroSCL WILE J YLN caN®" * To cuss (SEE SCHMU IN �, allEleaR O. ®w ®. ®«R' ® ON SHEET 11) ornoN¢ «©. ON SHEET 11) 1— (INTERWR) our I ------ ---- ------- — _------- LCONaRE,E' � • - — - — - _—_—_ --_ ®" i R1alaRS a 1s D.C. 4 i' . 3 3 vnRNs >r 9b * " ® X " ® OUT s ,/x luE. sE¢N (EI(IERIOR) HVD OUT .../,.,,,, � HVE ** _ t '^ FLORIDA BUILDING CODE Non Rich VelocityHurricane Zone p y i'`VCENgF:,•✓P S Oxsti inlEco, M.02017 EASTERN YEW. SUPPLY, INC. .�`\1t k- TE� A.S.S.A. ISER Accordion Shutter System T3. TESTING & ENGINEERING COMPANY American Shutter S stems y KY. BADE 81 W/ Oi W/O HV. WINDOW HALE sEscmrrca o471 . ••-.......: S..NAL wss Nr. R6T lL 1LL I . ". awurs, -1531 , P«« : (so �pn-Isss . r4.: (bs)en-I551 268Association,nacd Inc. 4268 Wmlroads Drive 1 ot0 is -ass /xx/, oR4w en /a x ENG 111 ^SFAL�SIGNATURE/DATE �o aooex°v/' _ 41. Ix West Pon, Beach. R 33407 a DRAWING No 1 O7 / I//I'pl'nM04 P.E. @ M. I Nisi 4 s 17-1 SHEET I 8 O 20 ALTERNATE INSTALLATION W/HV N " LWAOo HY MALEI "T" LOCKS CENT RMATES 8 LOCKERS / C1i HV BLADE SEE END CONNECTION DETAHR ON SHEM to - IR OUT IN '?'�°biMOO''s` � Bvoe�s�or ena xw, MOaIlp w va] 0. Q� 6 7 . B nmwm Ox ia5 va[], ;ar ¢ u>m NR,I ]xs raaax]. M � s¢ xalE .raw xv loa® , r war, w Nm a f mm e... vuc.au Wn n awn wa rwu ]xa vrIIr xurswt our E aNa uwurwnvm m van axw.Tr aa� vaavvwr. xn :as" a]o]T w caw. Rai TU E 1E 1 .E _. �.ii: 41 Eli W a.Y� �rwY ii�ii� _ D1: i; ,. 7 • _ :I]P77:1 r - � r- 1 TILUT TESTING s ENGINEERING COMPANY u" xc sa (300d11 .lal, wma v+e.D4 name n PM- : (]0.)-1510 ®-Orom;B neFM Yn / NIe] mS A.S.A. American ShuRer Spurns Association, Inc. 4268 Westrccds Drive West Palm Beach, FL 37407 :GI FAMFIV.11 t m cm a lacao .m]p . a® um w eaO s t� uwv]a rouc v¢f3 aru;eo-ua a wo m r< m,mae" awma ra .]rcO "+ "Enw nvm Accordion Shutter System KY. HALE BI W/ DR W/O N.V. WMOff SAM t/— 1� CONCRETE ANCHOR'. O 16' O.C. ! DO I � OGTE AT or fn)sOE ) 1/2' YW. /1ONI/R' SY.S O is' (O—SC�// : V OR —POLTR[D CONCRETE OR ' y` POURED CONCRETE POURED CONCRETE CONCRETE BIACN WAIL ! i Ofl CONCPLIE CR CONCRETE W RE01 ,' ,%` &LOCI( µl. RWWREO BLOCK WALL REWIRE /—EKIBIINC a1A56 ' �. f �CKH GU6S ! ' Jr % �EKHMG GLASS �� TO DAS4 (Ml r — To SfDFR11aN / / i Spsn,r ON S / ITo SEPNGtOx oDmAi�a s_ID+r 1/f e•Ka• 11AK Inv uEri9 DNO. / i — S mA m�vaFT OF U) JIMI/T' SMS.— a I6' O.C. SEE DETNL K FOR SIDE COMMON 10 TRACKS � • �FKHTINa GLASS j . — — — — — ro a.LsS (s¢ i asm ! 11 AND CONCRE µme/ co' R" E BK6I a QA ANCHOR C.�/! _�0. 1/1 YRL. 1 OR Q�' POtRaD CONCRETE OR CONCAEIE BLOCK WALL KWREO END CONNECTION DETAIL Q P.E. OR OR ♦ INSE r oR z' wx. � (AB (A(26L)0U16/W1)jNA�9NRA'Q�t 1E/w BO1I0DGM ANCHORS 10 WALL AT 1' O.C. (IDGIE AT UMa1 SWE OiQ) DETAIL Q"" END CONNECTION DETAIL 30 NCRE E OR AEW PE7O BLOCKWALL_ GFNIhM.a SS eS �- 1/2MIN.Y. O • BEE W Al s OF or FOR Bl/OC W SHEET 19 OR `©OR®OROOR ©OU®oR(f)m@on@ VIEW Y PLAN DETAIL X a — 9ta1F M TE ico A.S.S.A. * ; C Ni r 111 ATC TILLIT TESTING @ ENGINEERING COMPANY aw x+u aew aL. sn sal xRma aama, n9w mI Fw,(soa)en-Ism 01-a is eµTER A IEllf 4. M FIgfG Uc / Nlei American Shutter Systems Association, Inc. 4268 Westroads Orive West Palm Beach, FL 37407 my n, H I s a R e OR 06BN0 OASS I --ri latter System I KV. V,INOON MAX MG A- MAXIMUM SHUTTER SF OR -L- (ft.) I or or or )DS� or I INSTALLATIONS W/ ONE CK o/ HV LO I ONE W/ NO LOCKING IN (K NG (SEE NOTES T. 2a p6 X I'9,K WALL NWMING FLOOR/CDIAI&. NWxTWG ASOuw . OCSJ, I R�{K Wtl YYRRIIq 6 �M�'�T ROOR/CEwNc YOUNpxO SCHEDULE 43 MAXIMUM SHUTTER SPAN* "L+' R 'L-' (it.) INSTALLATIONS & W/ ONE HV LOCKS OR W/ NO LOCKING OS WAUD FOR MOUNTING@ CONCRETE AR6�OMiM MSTALM1BOIlG RAW RMR/NIIMO MJWRNG MAa) AR ( ROOq ALL LA N L_(,)O 30 IB'-0' I Ir-4r 35 I5'-2' 1 le'-IG' 10 4'-''---SY2' 45 3'-4' 14'-3- so 2'-3 13r -IY 111I010S_'--I2TI'' ' 6 B'-S' -C SO B'_0• INSTALI ABON LFeA'Nn CONCRETE & MANSORY WINO WALL A. B. C. D, E, M, N, 0. P, 0. MWNBNC F, K & L R, S. & V. fL00R/CBUNC MOVNDNG G, H. I, 11. J T. U, W & % � M 0 MAXIMUM SHUTTER SPµ 'L+- OR 'L-' FOR INSTALIATIONS IMO WOOD SHALL BE UMI TO 105 p4T. AS.D. DESIGN PRESSURE RATNG. FFIV CORNER CENT RUATE 03 No BE USED AT ALL MMC M5rALlPBONS. LOCIONG SPECIRGTIONSLL BE AS MOCATED ON UMMTORY CONDITION I2E is. SHEET S: tt OWT THAT MAMMUM SHUTTER SPµ'L+' OR T.- AND WWMIR.I AS.D. CESNO PRESSURE RATING MR INSTALLATIONS INTO CONCRETE OR CONO'.EM BLOCK SNLL BE UNITED AS MUDES: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.T, AND 8'-0' SPµ. SEE MOUNTING®ON SHEET 7. SEPARATION TO GLA S SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. I HV BLADE 62017 TLTECO, MC IL E OOIwe. TILUT TESTING & ENGINEERING COMPANY was Rw, 2e ( 01i. F. oas) I -IS Sn Plan, (b3e5T1-1 Uw. Fp t(305N71-IUI -mac: La4cM`I9 am Ee-ovuUTla WM1IA A IAMT h: PE MOROA lk: 0 Nlei AmS.S.A. American Shutter Systems Association, Inc. 4268. Westroaos Drive West Palm Beach, FL 33407 (1) L+: AVOINUI ALLOWABLE SPAN FOR A GIVEN POSHVE AS.D. DESIGN PRESSURE RATING. L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ASD .. DESIGN PRESSURE RATING. (2) PRDOEOURE TO DETERMINE MAATUUM SPµ FOR WALL MOUNTINGS (FOP/UOTTOM) OR FLOOR/CDUNG GIVEN A POSITIVE &S.D. DESIGN PRESSURE RATING, DETERNINE MAXWUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING; DETERUINE MAXIMUM SPµ 'L-' FROM SCHEDULE FINAL 11AXMUU ALLOWABLE SPAN IS EOUAL TO THE MBUMDN OETERMNED SPAN BETWEEN 'LF AND -L--' F3).PROCEDURE 70 DETERMINE MAGNUM SPAN FOR C MBIW,BONS IN BETWEEN WALL MOUNTINGS W/ ROOR/CDUNB MOUNTMGS: FOR A GIVEN POSITIVE ASA. DESIGN PRESSURE RATING: OEIFRUINC 1.1+. MAX. SPAN FOR WALL MOUNTING IWAUTABONS, L2+- MAX. SPAN FOR FLOOR/CDUNG MOUMING INSTALLATIONS, FOR A GIVEN NEGATIVE ASA. DESCH PRESSURE RATING: DEIERMING LI-- MAIL BRAN FOR WALL MOUNBNC INSTALABORS, L2-m MAX. SPAN FOR FLOOR/CDUNG MCUMiNG MSTALATIONS. RNA- MAXMUM ALLOWABLE SPAN IS EQUAL TO THE MIMMUM BETWEEN 'LI+", 12+'. 'L,- ' AND 'L2-' (4) DO TO ANCHOR SCNEOULE WITH RNAL MAXWUM AL1ftASLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM µCHOR SPACING. Accordion H.V. MADE i1 W/ OR M. 5UPRY. INC. A R Y T1.1 (utter Systei FLV. WiWO)7 BLADE = mAx, GO MUiv. 2T/1 OAtt: 07/27/11 DRAWING No 17-107 9a at Dppa mamma appa Comma WALL WEADDR NOUN iNG nmpmmmnn"""mmm"n"ppmmmo""pp"""""""lo o"mmmm""n""mmm"npppmmm""mop"""""mmo OLap mmm0""""mmmW"pmpmmmmmc�pp """mmmmC TWpmm amp 0"pmmm""""mmmO"pppmMM""mop m®m"""mm m"""""mm mm�"W nnpppmmmn�nGt�ppOpp""""L7FE ppp mmmO W �■pp""""mm"In "pmmm10111 a"pmmm"u""pmmm""pmpmmmn""pp""""""mn "ppp m"Wmpmp"""mm""O Opp mmm""D"pmmm©pmmpmmm"Wppp"p""m"mC commas appmmmo""ppmm0mpmmpmm"mmppp"""mmlt]pa Im "pmmm"ppppmmmL90pppooOopOpe appmmm"o"mmmmmn"pppmmm"""pp"""""m"n app appmmmo"nmpmmEaC mmm"OWpm"mm"ppppmmf3l""ppp"""pm""p MIM mmmmmpmp"""m"Wpm amp"mm0"pppmW"pppppmm[DNA ""m"""pp app app mmm""mppmmm"mpmpmmm"mppp"""""m"" mmm"mppp mg7Wmmmppm®m"mmpm """pp pp"mm""mmm mm"pmppp mm"Dpppp"""mm"mp w RVANCEDHNOLOGYUR-SET • CHOR SEE AN SPECIrIGTIONS ON SHEEP IS *SEE U AnoNS OF USE FOR BLADES ON SHECr 19 mmOm000 00mO©Ompmmm1101 ppmmm""pp0G£7mpppppp am ]==ppp""mmL]ppp m"mpmmpmmmm"ppp"""""mmp �o©oeeommmm0000l9o�mmonovomm0000vommmov000nn®nv000 ®nv®000mmmov000mmm00000mmogicom 00000000 oonoWpu mmpmmmpmmmpmppp mmmmppm Gmmmmppppmm"mpmmp""D mmmm ©mppmpmmmp"mppmmmmppppm"pmppmpmOmpmmpp""mm"ppp "mmmmmmmmmmmmmmmmmmmpppmm"mppppmmmppmpp""""""IBIM ID"mmpp0 mm"ppmpp mmmpppppglOmppppp{pE7m"ppmpp""mmmmmm ®Comm"""mmmmmpmpmmmpppmpmmppppppD�mmmpmppnonnpmmp AA Elmmpmmmmmpmmmopmmmmmmmp"p (-1)HV BLADE • ' n1HV BLADE mmmmmmmp WINDOWBLADE �13Frmv�777mmmOoppmopmmpmpmpppppompOoppmmmmmpompmmmppppoppp mmopm'ImppMEI mmmmmmmmmmmmmommpppopppmpmpopppmmpmpoppp mmmimimmmmomppopppopOOppmpopOopppopp�p0p mum gmOmoommoO"mmpm p" WORKING IN UNISON [was m""p pmoppmpOompmpppppopp pmmpmmmmpmppppomoppoppp m""ammp o m ,"m�Omlmmmm m mmrI"E]"o"moppmPommmoimopmpoppmpopommmmpoppppmp apmmmmp[Ommmpmmp 0m0ow o"O"n"m"n®®"om"po"""mpm®opmpPpppo apmppppmmOppppp"ppppppOmpppmppp mmpmpmm OmmpppppOOpmmpppOl"Wm"mmm mmppmmpp"m"""ppp Doom"mpmppmmpppmpmmmppp"mmmppmpnoun mp"m©pppmp ammmpmp mppmmmmpmpmmmppmmmppppppmmpmppmm"m"m"" ppo"©mpmp ammpmmpmppmmpmpmpmpppmmommpppp "mmmmppp" ORIDA BUILDING CODE (Non Ni h Yelocit Hurricane Zone a > a �Tn 02017 Tr.T ,NG i � E e o .cc. A.S.S.A. ■ ■ ■ A S S A AmVlcan Shutter Systems Association, Inc. 4268 Wastroads Drive West Palm Beach, FL 33407 ®901T FASRRn N. SOPPLY, MC. R TN Accordion Shutter System RV. BLADE #t W/ CR W/0 KY. VAI✓ W HNE TIWT TESTING 6 ENGINEERING COMPANY P°,ro : (W3071-13M . r°. 1 (]W)VI-IIDI ..at aI�61K ga. aA,ID, A TwT I PL nabaA t6 / 0167 erevmoN wrt mmN en ,. 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AII040R5 TO SUBSTRATE SHAL BE AS FOLLOWS: (A) TO EACTtNG POURED CONCREE (Y I•a - ] W) dNCNMS SPAONY: 1 rYsvn - 1/4'F EMMH OR TAPCON WITH Asa.NEED THRIAIMIDI TECNNOAOY ANCHORS, M M IICTURED BY LT.W. fl t (Yin rr . a W) - 1/4'0 . J/A' Al MINTS SOLIO-SLT AHC,,BS AS DSIIDBUIEO BY, TAPCON D0. MINI, SCREI, W k SPEOY.tt W H A, (un. re- ] 10 - 1/4Y ELUE TM EORERETE ANOIORS W/ cf AS MAHUFACIUREO BY Maas' FASIdFRS DWfR. INC, (W" fr - ] W) TAKTMCDV RU AONMCED ON" IECIDIWOGY - 1 A �INY OTHER LAS A CENSm OR A�iIIN�OPoIFD �RNRCED5�R1KOD6Y M TAME AYE DOCA4�VTIF�A ALL rawT$ SOLID -SET (uH. rF . 1 W) S�lG,aee, ALSO�CwnOb B1L BLUE TO W/.GP NOTES TIPPER+ AI) UVORY ENREDMnIf HIM PWRED CONCRETE OF TAPCON OR TAPCON Mall ADVMCM 1NREAD U TECHNOLOGY ANCNOES AHA 1MIPER! ANCHORS IS1 a/R', MO FOR BLUE TM W/ WMCNORS IS 1 1/2% ♦ fg u9AtK.a a vR fA AZ) WHOM CABODUFNT of 1/4'F . a/•' Al FEINTS SOLID -SET MMORS SHAL BE 7/8' LYTO THE POURED OONCRETE NO EUMU mIT WO SPCCa SWNL SE PERMITiEa 1/•'•-20 S.S WHINE SEREW USED SIWL BE 1 1/2- IONC MINWY xAC �q e,¢I Y SNW W STUCCO ICIST. WO 1' YNWUY FOR RALS WOH NO SRICCO. AJ) A OFOFM SMIWTL BE LONG CHO" TO REICCCH EhE THE IW WSIRUCNOE LDm.9 SM) IivYLVENEER ./ aAHCHO . M,E�S aa� ASS D�IDIC'VED M NODS AI) k ATE) ABOM FOR PSTNUTKINS ON Va1YL SIONG OR OFS WITH OR MiMWT UU& STIRS C0N5Ml. Th6 dOwE[N FOR NSTA OON WO DTs WITH META SnIDS SEE SIOET 20. (B) 70 n15'nus NfIGEtt WOCIO (ASIY C-90) 1/4'0 TN'CON OR EMY.01I WRN AP/ANCED TIWFMFORM TEONOaY AICH IM AS Y FACTMED BY LT.W. a,p,,,U - 1/4'1 . 3/4' ALL POWTS S = AXOIORS, AS OISTRBUrED BT ALL POINT, SCREW, B ,, WWA,. k S,ECKW - 1/4'0 WE TM CONCRETE ANO10R5 W/ CW AS YANBAGRWFD BY FEDORA FASIF]IDIS DIRECT. M. - 0'e TIPPER+ ANCHORS AS MVOfACNREO BY POWERS FASTENERS. NC., MO canp,,d BY ALL POMS SCAEW, BOLT k WECIAL7Y DOUPMY OR WOIHEII APPROVED LKiNSCD OR AYMGRDED VENDOR REGSTERW WITH W A CM SHUTTER SFSIFMz AssODADOY, IHD. NaTEs a1) uNW W EYBEpuEM DRo CONCRETE BLOCK OF TAPWN, BWE TM W/ CM MEHOHS AND TIPPER+ ANCHORS IS 1 1/4' AND IN+CpN WRH AWNICED 1HRFMi'ORY TECWIOlOOv µCNOgS S '. i 8.]) MwwIM 11SEDW17 Of 1/4'0 A 1/4• Al MINIS SOtID-SET ANCHORS SNAL BE EHIwEEY d ,01 ,, THE CaHCRLTE BLOCK. NO FUSEGHENT WTO STUCCO SPIL W PERMITTED, 1/1' P-20 S.S YACNWE SCRd YS[0 SP BE t 1/am Me WHIMUY SHWID SRIcas EAST, AND 1' MDIIWY MR WA18 WITH NO STUCCO. B.1) Amow. ANCHORS SNNL SE LONG OOUGH REACH TIa MAw SIRUCNpE BLNWD 5� FWIDIEs. MaHoRIOE SHAD BE AS NWK:VED ON NOTES &I) k 0.2) ABOVE FOR WSIAIATONS G, VAR SIDING W on WITH OR M1IIOIR META STIRS CONSULT THIS ChOHEE, FOR IHSd1ATOH M M WITH META SRIOS SEE SHEET 21X (C) ANCHORS SNAL SE 'NSTAMEA ME10seHa All Of THE RFCOMMdWiWNs ANY SPLCOICAOI6 Or 7HE ANCIORs MAIUFACRFtm (0) SEE SCHEGU DOMH Me Far nlsrluer B n \ um EDGE DISTANCE VERSUS SPACING SCHMILF FOR ANCHORS, ._..�.�.• •T-•.vu, WIWIVA1M ANCHOR SPACINGS ME vxc, rw EWE OSTNtcES OIDGID) mm.. IaRI E 0. IRS THYI 11IE MpGRD, REdtt[ ANCHOR SPACNa Br YULDFLSPAWn SHDM! OR E B'Y'HE fnLLNw.'a NCTOR9. SP K,,SCUD PACIN REWC[D n nB}NNEn USltp fnp SxAL HOT BE EESs DWI YMIUW SPACUA WOCAIM FOR EACH M R Mr. ACRFACTOR DGACE TAPCON TM�� �CW, ALL POW SOLID SET BWE TAP W/ TAPPER + dCTANCE ED. TWA sPACwG- J' Mw. SPACLW - J' Yes SPAONO - a 1/1' .GP I•IL SP.WNG . 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MADE g1 W/ OR W/O HV. WINIXW MADE nsTePina an OPANN Im Le ) i ,t '_ TESTING k ENGINEERING COMPANY A1,s x.. Oau. q sN. zGL IVRA GNw4 YIebA Sf1 Peen• (oOSFTI-BSO. fa Asa00IO1IonN Inc..' 4268 WesTroods I Dta 10-OBs )/2)/I DUE: aT/v Y.. S r DRAWING No LNG No I t : cws>a>I-ISs1 mNo= m DAUB West Palm Beach. I, J3407 �� WN.TLR 4 RYr rr. P£ 1 A MLT♦L Mr . -ilea SnNa 1• nR FMNE Cx rosmraa . G51°!G iW15N AS N'wOle1E E125'NIG GIASS MIN. SiphuDO1TO GLASS(SEE UT SGNEOMIE) ei I 1k GENERAL LIMITATIONc 0.MD CONDITiONc OF 1cF FOR BER^'• M W BI AD A ORD10N SHATTER SYSTEM INSTALLeT10N TO MEFA STUD WA S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: AI© ON THIS SHEET, 4. ONLY�ENTERMATE 21 W/ 24 HV LACK ARE ALLOWED WI1H 21 ARRANGED A METRICAL LAYOUT. USE INCLUDED AT3 (6- LONG. R INTER OR) MUST ALWAYS ACCESS SIDE OF CENTERMATE. _ �'1 'ks BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2 f? 8 CENTERMATE 21 APPLIGTION WITH BLADE B VwE w 9 d'val4c's:'' 0 6 AD.C. e• as MS WALL HEADER /SH L INSTALLATION ---------�f----------lib---Ak----------) 1YIM I GJ 1L 1I j�y�-2..OXP Me.. 4.09 3® 114-0 NOMINAI ALUMINSLEEVE 6063-T5 ALLOY SEPARATION TO CLASS c H D I F tom• Moa. ax IENGTN . t• ® 1/4.0-20X n RO T MUST PENETRATE 1/3c 1• r 230• r 13 aw• T—�r L1/4'o-20 THREADS O 1 /4" 0 ELCO COHSTRumON PRODUCTS FAR-LOK NO COMPONENTS N16N AS aPPIYJBIE 6LALE 3/ee 1" ' e�eoTrauj� I ILIA•. n ,..-_ n WINO ZONE MINIMUM ASfM E-.... SEPANATION TO GLASS 1 THRU 3 4 4• I I — l / I.� 4 12 3 V° (rrP) (Conl.) ° 1/2. (bPJ HYA �u � u �' `� � �J v 3 (a Mm.) 24 T" r 6 1/2- MALL StACIt s tm BLADE SLACK DETAIL HVF � FLORIDA BUILDING 11" A. Tl//� 02017 TLM0. INC. 1 ..' P K/�•��i• IL EC011.a. A.SI.S.A. • American Shutter Systems TILUT TESTING A ENGINEERING COMPANY .n E • a i °"' "•.'61M al, m.:at br..al 04¢aa, nom. nl Association. Inc. S STATE 0 : PM1wN I Em 21- ,. ( M 1 , (w5)a7i-in, 4268 Weslroads Drive '• .�.ef,• FLORIOP�'�a4',a` E6-0006r1v West Palm Beach, FL 33407 sq�/A�� GG��jjV• ,, YGOOIA iWI N. P.E. P.E.SDICF*)•a.AIA7tlRE%DATE 101��Iu142 A 0 Lou p AT I2 NJ NFAOEA/51 D105 VIEW Y SIDE CONNECTION TO TRACK CODE Non Nj h VelocityHurricane Zone ®201T FASTENN YETµ SUPPLY, INC. Accordion ShutterSystem HV. BLADE�f W/ OR W/0 HV. WI2DUY BLADE usaoPaex wrt NN sn 1.c. OLD 13-085 / 2) 1 °♦Ta O2/22/12 2 a DRAW�IaNG Norma 1/�1O/ ♦ a SHEET 20 OF 20 °