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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BEROHA MV. ACCORONDN SHUTIOt SYSIOI SNDFN CH 1H05 PRODUCT EVILWIMN nOCUMWR� RPM) HAS BEEN YCMED FOR cau "IN ACCORDANCE WmH THEm17 lath EOIRCN) OF THE DGINA ITULDNG COME. THIS ACCORCCN SNYf1ER SK1EY SHALL NOT BE DEHall0OK' TAILED At WHURRICANE ZONES. M DESMH eND LOMIS SNAL. BE DEIERLAOD AS POI SECIION I em OF THE ABDIE YERTIONED CODE. FOR A BASIC VIIND SPEED Plastic ce BY THE A66CCICN ORE GHFmG, MRL 8C DEPLLLD "T H A pWEC11ON,Wry FACTOR Xd-O , USNO ASCE 7-10 AND E NOT EZCEEO THE YW WY (AGAR) DESIGN PP6cieS MTW6 NpGRO ON SHEETS 11 RIf111 15. I9 A 20. N ORDER TO VERIFY THE ABO.L CCIDIIgN, ULTWAm DESIGN W9N IONS OCERMNED PER ASCE 7-10 OWE BE FIST RELWCEO M A9D. ac,,, ONO IOASS BY MmTIPLYNC THEM BY as IN ORDERED COWARE THESE W/ W. (ASA) DESION PRESSURE RADN6 p CAE, ON SHEETS 11 TI 15. 19 A 20. N OROEN To YOOiY ME COMPONENTS ANO ANCHORS ON TMS P.E.G. AS TESTED, MAE NOT O,TA STRESSED. A u X INCREASE N ALLGWABLE Sm65 FOR WNa LOWS WAS T= USED IN TN[N ANKYSVL HOWEVER, A WORD WMTNDN FACTOR C I.N WAS USED FOR Y,HR A ON Of FASTENERS N LEND. BERTHA N.V. ACCURDON GRO H" SYSIEY'S ADEOUACY FOR WIND ARO 'Al"'MOSSLE WPACT "NIL MS BEEN VERM IN ACCORDANCE CORN Seces" IM-1.2 OF THE NICK MENTIONED WOE AS PER ATL REPoM -NY BRACE OH 00214.01-03, 110715.01-00. 01004.01-05, 1121441-03, 10317.02-09, JODCB.01-10 AN0 Ja2mA1-11 AS FFA TM-201. TAS-m2 AND TAS-205 PROTOCOLS AND ASHY. E-I511e AND E-1999 STANDARDS CIESSILE LEVEL D. MNO ZONES 1, 2 A 0) a J122MOI-10 AS PER TAS 201. 20 & 20 PROTOCOLS LARGE MSS -ILA MNDDW GAIN ® E05MIGI-on AS PER ASIM E-16ee AND C-1096 (MssLE IEYEL o, Wra, ZeN S 1, 2. 3) BASIC PROTECTION ONLY AID J O>ZSDI-WAS PER TM 2m PNmacoL 2. W SLAUEO, ARO W vateaY RUDE ® ARE ENWOZMD To IY,NE N uaSON MN EACH a1M,, umER NE CENTRAL UMNATPNS AND CINCnOE W USE PNDPATED ON SLEET 19 1 BERlYA MV MWRCON PINS (IN SCRCAS), I6m AT GLADES IcgLCIEE AND FOR OUECT MWNE CCOECMN TO n M,, SMALL BE I14,2.75- AND 114,1.75' RESDECIhELY. 410-M WIWDY SCt($ STAINLESS SOM SCREWSN Y 1D5.0 w CORD STRENGTH AND IN w TENSILE SMOOTH. PINS SHALL BE COXTED M1N BEMM MY CACR099LtD SYSTEM SYsAS YINIRACNf® w APPROVED =Me APPLICATORS, MamFRes MIN AMEmGw GIUaER SYSTEM, ASsaanox. FINS M,,E BEAR THE W MAIOOND W NOR NEAR. 4. ALL AWMNUM Cf anseNG GMLL BE AUMNUM ASSOCIARON AIECY AND TEMPER AS INDICATED ON SHEETS 2 AND D. MHOBIM DELD SRjCNOTII FOR 600-M A10Y 6 JOB W AND s5.7 w FOR NO5-T3 ALLOY, 5, ALL SCREW$ TO BE STAINLESS SIFT NI OR 516 A19 SERIES OR CORRO9UN RE16TANE COATED CARBCH STEEL AS PER CN ,OCIS OE, N AST MN. MELD SIRONDN AN0 90 w MN. TENSILE SNENCM ARD SNAIL COMPLY W/ naN.A GLIIDNO CODE SECTION 2411.3A4. 6. BOCB TO BE ATTY A-Nl CA.VANGNED SPIEL OR NCI 304 OR 316 SERRES STAINLESS STEEL WITH W LM MMWN HELD STROC, , 7. SEE THE MLLDAINO SHEETS FOR A4CII0R SPECfICATIONi W BRIDE () : IL13.14,15 Also, 20 W DUDE 0 A Q WDOWIC N MN6ON: 12, 13 A 15 a THIS BERRu NV, ACCOIAOM SHUTTER SYSTEM BEARS A U.S. PAENT J 1'779,N2. COMPONENTS ar Mrs APPRe g ARE CMUM N DUNCE OR N PAR BY Us PAIEra /sYse.179 1S,no To EASTERN VOA. SUPPLY. INC. 9. R SHM1 BE THE TILSPC4®NFY M THE CONTRACTOR m V(RIFf THE SOUNOxESS W THE STRLCFLRE DUNCE SINTER 6 To BE ATTNDED To MANE PREFER MOORAGE. CONRUCIOR TO SEAL/CAMLK ALL SHImm CCPOHERT EOGES WHICH MAX THOU FASTOAEO N CONTI aCIO, CaMAtr WI1N THE BwoNc m PREe,N WMC/RAN NTINGON. 10. EACL ONE MUST BOA PERMANENT IABEL N A VWBLE "'ACE MN WARM` NBM CIRNO Mea5 a HURMCAE WARRHOS HOME CRIER, TENANT, OR OTH06 MUST PROPERLY CLOSE ALL W AND AND CENEERWIEG AND ENGAGE OR LOCK ALL HN AND IN TOPES. 11- SHIFTER MumnatUMAS LABEL SH.OL BE LOCATED ON A READLY VISIBLE LOC ION AT ACCORDION SHUIIER N ACWROAKE MIN SECTION 3709.9.3 Of F1010I)A BIIMNG CBDL ONE IABR SHALL BE PLACED FOR EVERY O IENRO LABELING m COMPLY MIN KOYCH 17019.2 Of THE FLORIDA BULDNG CODE I`L BIAIHA N.V, AC MMcg` GNOFGER SYSEY'S INSTALLATION SHML COMPLY WEN SPECS NDICATm IN THIS ORMN0 PLUS ANY BMIDNO AND TONNE REGULATIONS PROWDEO BY THE IHRISPCIIOH 1WRRC PFAYR E APPuro m. 13. (P) THIS PLD. PRE.PAEU In THIS ENGINEER 6 GENETIC AND DOES NOT PROVIDE INFORMATION FOR A SITE AIEPFIC PROJECT: La. WHORE THE SERE CONDITIONS B oIX FINUM THE PLO. (b) CONTRACTOR m BE MSPONSILE FOR THE SELECTION, PORGGSE AND NSNL AION WMaNO MF, 5A[tt Of no, PRMCE' BASED an TH6 PE-0. PROVIDED NE/GE DOES NOT CMEE FROM THE CCNaITIONS DETAILED ON THIS CO VA ENT. rnNSTRINcfaH SAFETY AT SEE C THE CONTPAC ER'S RESPO.mnm. (4) THIS P.M WILL BE CCEIOEREO MAIN W ATEREO BY ANY YEAH£ O) SNIE SPECnIC PROIECTS SHNL BE PREPARED BY A FLC00A RECCERAFD ENCMOR OR ARCHITECT MICR DULL BECOME IRE ENGINEER Of RECORD (LOAN EDR THE PROJECT AND we DULL BE RENEW. FOR TM SE PROPER UOF THE PEA. ENC9EFR Of RECOREELSD. ACING AS A m ENGINEER TO ME P.M ENPMCR SHML SUWIT TO DOB LATNR THE SITE SPECIFIC ORARNGB FOR (4) ORMY. PLO. SHALL SEAR THE GATE AND aRHPHAL SEA ARD SWMTMBE BF THE PROFESSIONAL ENGINEER W Recalls TINT PREPAA[0 R. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 5 TYPICAL SHUTTER ASSEMBLY W-44 SHEET 4 TYPICAL WNOOW BLADE D WNDOW OrIAB. AREA 2: NV DLAD (1) AND HV WINDOW At en 12 (WHERE APPLICABLE) TYPICAL SHUTGER ELEVATION h NOTES ON LOGES GEET 5 INSTALLATION DETAILS A-F. C&XRETE/etnoE SHEET B INSTA 1IO14 DETAILS G-M, CCNCRETE/BLOEI SHEET 7 CENTO WTE DETAILS IN SHEET e CENT M ALTERNATING DETAILS Iry SHEET 9 END CONNECTOR DETAILS 1-5. OOH:MTEAsGcE MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE k BLDCL ANCHOR SCHEDULE- CONCRETE k BLAC( ANCHOR SCHEDULE- CONCRETE a BLOCK ANCHOR SCHEDULE- WOOD 061A 110N DETAILS M-R, WOOD INSTALLATION DETAILS S-K, WOW END CONNECTION DETAILS 7-12 h X. WOW SHEET 10 , SHEET II SHEET 12 SHEET 1] SHEET 14 MEET 15 SHEET SHEET 7 SHEET 18 AREA_3, HV WINDOW BLADF & ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: NV WINDOW MLAnr m� ON Y NSfALLAMN DETAILS, META, SRN WALB SHEET 2D THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Y1, �V„_ .. ....,�S Dmn mrzm, Nc. 02017 LLSTERN META SUPPLY. INC. 1L� A S S A Accordion Shutter System SCANNED s�T 6� *. HV. MADE 81 Wr OR W/O HV. WiDD,Y.ADE `, i American Shutter tame , N WW mA.H n: LG Br A TIWi TESTING k ENGINEERING COMPANY r A uv.-- M, w..m ANGLE, olmae, TOP, v, Association, Inc. 1 OD 15-055 A /n 1 am w n/n St.P1w:(aw)d7o-15M.r..,Pm)eTT-lu1 42681Yastroods Drive a LUG) AA -met ,[M><m DRAINING No e County 0' *'," ••.• ••• •-,p A m-0006710 Weal Palm Be9eh, FL 33407 2 -F -F �Y /CANAL f.14�'r• WAiLII A mYf h. PL 4 1 A— 1 0 F P C YCAH.tarAAYuor FInYe FLORIDA La. F 14147 THY SOLID BLADE COVERED UNDER US PATENT / 5458179 OF USE OF SLAOL,4410N SHEET 19 ©HV AOJ. FLOOR TRACK QUAUREO FOR UASE W/ HV W' sp 0)0 I.Mr 11 HV CEILING HEADER FlED FOR USE YI/ NV BIAOE 1 ONLY- SEE SECTIONS FOR VALO 6063-T6 ALLOY AND TCMPER MXxMNYIDAI f I 1• japed Z 11 ' OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADE 1Q 5005-T5 ALLOY AND TEMPER HV HEAD/ER/STILL (� OUAUFl 606li�T6 ILLOY AND TCY ,P)ONL ALUMINUM ANGLES OUAUFIED FO$ USE W/ NV BLADE 1 ONLY. 6063-78 ALl Y AND TEMPER O0UAL] EIED FOR U$E W NV BLADE I 6063-T6 ALLOY TEMPER_ RO HV WALK —OVER TRACK QUALIFIED FOR U(�)E W/ NY BLADEAI 6063-T6 AILDY IA3N7UU TEMPER LaMVONENT • D TI T2 © 2. 5' VAL "so 1/5• ® ]• 5' MAIL 0.1P]' 0.11]' IP 2.5' )' YIC 0.1P0' D.'Do. M. Q5 HV 901/180' STARTER OUAUFIEO FOR USE W/ HV BLADE CU 6463-76 ALLOY AND TEMPER .Pfl1' 042 8 7J ' 1] B30 Og VFRNRH UTERK1V BLADE 0ONLY. 1@ HV RAINGUARD OUAUFIED FOR 9(jWJ W/ ]1V 6063-T6 MOYYEAND ICMPCR,-� J - IIIvL ............ �,r)k VENF• .'i� { j d' pi , 3 I f * TATE Of �rf ''•. ...RI D... D e ZeA 010t) IOTEea, W0. � c o ,,,a• A�S�S�A� American ShuBer S 6ms ADeOela}icn. Inc.1 4268 WeshooDs Drive West Palm Beach. FL 33407 02017 EASTERN MEIN. s Y, III, R )M Accordion Shutter System HV. BALE BI W/ Oi W/0 HV. WNDON HADE TILUT TESTING h ENGINEERING COMPANY _ Ml. xw SL Iu aos vaOlr'xM n0e0A niDLD PIMn.: ISoSMn-IeSD. re.:laW)en-I... ®, , ^^ , eed"°" DMT Dl LC. 15-085 i ) 1 ] a DRAWING No _.._— . ©0 7 M1� PLW R mWr D"'Aaar ' n n LOCKER FOR "T" LOCK CENTERMAT 011AlIiIED FOR USE W/ NV BLADE L ONLY UAUFIED FOR USE W/ NV BLADED) ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 0aT Z1.. . 3 QUAUFlEO fOfl USE W/ NV BIAOE 1 @ A 6063-TG ALLOY AND TEMPER Ron ® LOCKING RODA OUALIFIED FOR USE W/ NV BLADE(2) 6063-T6 ALLOY AND TEMPER 6063-T6 1 Ta•. 6 HV 3 8"m—m AI DUAL FOR USE W/ RV BLADE 1 @ 6063-�T(LE6—A�MYY'D TEMPER .p � l/4'. 5f ii Hy t/a' m— D AI 13na ERI C TH A!BC[•REV'c OUALRIED FOR USE W/ NV BLADE IQ mot) nrzca we s li IL ECOFNc. * ; TILUT TESTING At ENGINEERING COMPANY • .lN Ma JW 0. Ma Nq xRIXA CMIpq 1-I A) laa.)b)1-10na))e)-Iaal 3a IM�ea.".e"n A ® NMRII A 1WI b. PL ni< fLOROA U< / M16) 45r- Ob saa O"n M1 N. O De r' [ W 1 E � V.vliO) Cffi RrtS en[6O1 fOAP4 MRa) j HIT EGRESS LOCK I OVAUFIED FOR USE W/ NV BIADE IQA (B ONLY. ale• - le• i. .Ar1ER RNEIING BEFORE rwETINEmlc LL_4"0-20 RIVNUTS 1»)4-n AU" Luct r IN "M A4 MM40MeMR10 BY MWL w¢ raw +Pun Brad w [DUM. f0$ USE W NV )E I ONLY. IRY�CYI)NagM De)3. MD, 1 .1}3• Yv.. *,. 0a1 ® HD LOCK BY REGENT RARDwARE NORM IO,KS SORES OUAUFlED FOR USE W/ NV BLAD A.S.S.A. Arnerrean Shu@ar Syslams Assoalation, Inc. 4268 Weelroace Drive Wael Palm Beach. FL 33407 NOON BOLT LOCK. :0 Ea Accordion Shutter System TLV. BADE it W/ LR W/O HV. WINDOW HARE SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 © HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® W SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE MST 302-303 SERIES 0.870'K3/16' THICK NYLON WHEEL 0.I88'0 ASI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ SB HEAD ® FIV 2 J/1' ACCORDION PIN W/ BB HEAD ® POLYCARBONATE IMPACT RESISTANT W WINDOW � R, Of QUIRENENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ BLADE WHEN CORRESPONDING TO INSTALLATION 'Il', SHEET 7, (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET I BUM'S n KNaaaE (D9) N = 4 4 r/e' 313'0 ' BSE'" [ 9 EXTERIOR 1 �). o u� FOR® ® I EXTERIOR MV PUT ® DR At AT OR P0.ax1' BLADE'S KNUCXM (SEC NOTE A TOR REQUIREMENTS) Tm. IgEL CARRIAGE DETAIL 17#REMBLY LAYOUT xl1^ mron t^lrro, mc. IL�ECO TILUT TESTING A ENGINEERING COMPANY W! Nt A. S, eN.'Ift pal W rMM4 y PI,P-w I Twaan-TS10. r... tmsun_m. w ON .le>s•I 1�3GA1� 1 elAs[ .aexa' Ri '_• Aexs .oexa * QOLW RONATE IMPACT RESISTANT W WINDOW' B4YER MAKROLON 3103 POLYCARBONATE 12- uaE E RESINS, UV —STABILIZED GRADE OR SABIC l0 BUM BO u INNOVATIVE PLASTIC LEXAN 103 RESIN I (SEE NOTE -F- ON SHEET 19). POLYCARBONATE SOURCES FOR 4 tn'lwmv Trrlr.�sE Trww •romv mu e e.rm• s asslRi VmC WMN MaOATeN /.tIP BM Ow mm. aW[ rOa OlrtLlx q1Y Cmif 440 PLL rYA w( r1pY,q 41•IiCA Y rpa 1iN mM ILemI PLL PPl MVN mUa oars a9N ate ]MDL wl MIAe USAD PLL "moo mo azp, un mP. .a n-v n rt-aA+ s000raeo�t Mf mIm 49m mW ral r W m W. ui or aenro mn Tby o-1 am Tar M101 /STY O,Ph by Y Mom rel 'r lTeOfSR Anu aim 249a amlaal Riq m1Y W ma1 PLL am PLL nNaE a� coma Ponaua m• W W, wa me, r.a A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 KV. BLADE it W/ OR W/O KV. INC. No 107 Nil m.O 1I I II �Il. II ;u.i i•�,. II III y I i i 0 0 0 Q.- TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. Z3 OF CORNER CENTERVATE • NOTESMI HV LOCKS AND CEN RMAT 1. YANGTNm' p1NIKiKIN Ate ONE M/ LOCK v ® SHALL BE USED AT I OR 13' ABOVE OR BQ�OW 2 OP SHUTTER SPAN FOR SPANS UP TO 105'. RLVAIION. HV LOCK (jS m ZS WY BE USED AS AN NSHOE 0R G,,,oE CENiERwTEt W/(2) 1/4.0-20 . 1/3' LONG FLAT NEW S.S. us. LOCATION SHUTTER ELEVATION 21 IT FM LOCKS QN OR Y SE USED AS µ NSNE OR OUTSIDE LOCK. CONN OR I SN.W. BE AS INK LOCATION 0 BE AB NNGT ON IYPICN. SHUTTER ELEVATION. TOW DDNGMON A, 12 ITT 11SF0 WAWD N . LOCKING RODS µE NOi REOUIREO BE USED IF BESNEO TO ENHANCE -SHUTTER PERW UµCE LOCKING ROD', My ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a. wtIDITOfn-mnOmav A2. ONr ... Q - hk /2 OF SHATTER SPAN FOR µY SPAN AND FOR NST POnS T ANy LOpL ATTACHED TO OR 0 or Lop( sNAU. ex INoICArEo-Og TO D SS M.S. TWO LOCKN3 RODS ON TYPICAL SHUTTER ELEVATION. SHEET 12. ... ... u ,, a.P. ....McHLW m WjI OR CEMMRIMTES SMALL BE UWE W/ 1/4b-20.3/4' ALW. Ur RNNAS SHOWN ON SECTION HVE. SHEET B. ONFLOCK LOCK SHALL BE USED AT 1/2 Or SHUTTER SPANOR TWO LOCKS AT 1/3 OF SHUTTER SPµ. B, NAIIDATORY CONDITION A. FOR KEYCTGur itatignKa ornmiAnoS, ONE W LOCK ® or ®or ® SMALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 68'. AND FOR INSTALLAIµR AT ANY ELLVARON. W LOCK 0m0 RY ® MAT BE USED AS AN INSIDE OR OUTSIDE LOp(. ATTACHED TO ® m ® SYLNEGaCIL CENTFLOWES W/ (2) 1/4'-20 a 1/2' LONG FLAT HEAD SS. US. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER F}LVATION. USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COUPLUMY ,,UTDw. L• IL F :Lt LONG IUST BE a J/G2' 1 OR 12' *NOTES N HD LQQk 1• : ONC ALTERWTE HD LOCK® 1n7BE USED N lHN d W LOOS OR 21 FOR ANY SPAN AND PSNLA110I5 AT ANY p ADON. ALTWUTE HD LOCK a WY BE US[D AS AN INSIDE OR TO PEWTNRCCYDR PSERT AS SNOWNTT p1Y SENTOf No LOOK IS wl ECIKl115 IWB-INB ANDM00-MC,OS,CHIIT 0. LOCK WY BE INSTALLED AT WWSPAN OR 12' 1oKYW BDON OR WOVE MMPAN. USE OF UNKIND ROM @ 5 OOMPIERLY moxia. 'II LII' AQ� ............-"- - 1 90 •'+, F ;' ��`` 02017 mum we. �L�C p TILUT TESTING h FNCINCERING COMPANY A1v a.. x R. N. am. Y A•ROS .HCm. aaR F.o.. ; LNuyP-Isla . rm : (XMIM—I.V1 ate mona'�o10 `PT Nµ.Ki A rtcWA Ik. / Hla)P.E. A�S�S�A� American ShURer Systems Aseootpfton, Inc. 4268 Westr..ds Drive Ylesl Polm Besch, FL JJ407 02017 EASTERN UETAL SUPPLY. Inc. Accordion Shutter System HV. BADE BT W/ OR W/b KV. WNDON BLADE mR aFAAN HfR Le Tm 1 wm m n n •'• as � ........"••6\al dT ONALEH .II' I. SEALJ5IDFL(fURE/DATE F3: DRAWING No 17-107 SHEET S Or 30 E. E. CONCRETE ANCHORS I (SEE SCHEOOIE ON SHEET O 0, l (SEE SCHEOIOE ON SHEET 13) OO HV WALL SILL INSTALLATION ATION 4 FOR T1PIU6 SHOTTTN • C 0. - EDGE OOau1CC :ELTONS E.1N sE CaNewm 11(SEE SPEC31amINS ON SHEET 13) r:::m FOR O D /f ; ' / (TE!G 11/uMG 1/4•-I 012 OC. fFI 13 a n O 7 Y.1 R F;1 I I I] z iiiiuiiii .q %u- twHcRETE A (HzS (SEE SCHM E ON swu 14) 0 HV WALL SILL IN TAL ATION • SCE O 1a�ANNS OE 115E FOR 9UDE ON SHEET 1p V... &s. HEAD n oswa 0 12' O.C. QF NV WALL SILL INSTALLATION INSTALLATION DETAILS W/ Cn HV BLADE `\`I ' - `` :''V6ENS' •• ✓p i 4 • �''•,_,OAIOPr ;$W.,d �3s ' omn mrzw, wc. L E C O IMC. TIM TESTING ET ENGINEERING OONPANY vna. :.(wepT1-mso. r..: (M)er1-1e31 " ®-0006°iie '^" xuly A Dw1 a. " WSW a E 44157 ASSA American ShuNer Sphma Aesoclalion, Ina 4268 Weatroads Driva West Palm Beach, FL 7J407 -- __.. ... .. _,....... —11 w, U a.Ua_ 02017 EAS w HET& s V. wC. TM Accordion Shutter System HV. HAOE 01 W/W W/O IEV. WtJOW/ IEADE r, N otEulmpx art mANx er Ee. 1 OLD 15-DR5 n 1 am m/n/o ....... G�c-�P— •� �ONA�Ea�,.1' ,....•" P.E.'SWSIGNATURE/DATE i p OftAWINC No 17-107 A a SHEET 8 OF 20 ° POURED CONCRETE CONCRCTE MOVORS (sa scHtMUIE ON SHEET 13) AEO [Ott P MS I I I1 OR 13olS I t ©_ ElosTwc c1as— I mEoOa -I I�i m�R wwor0xa 9mmR® 1 I i 0 HV CEILING INSTALLATION � w P�1 OOs11NG �. I 0 fBR R .• 1Mlrn Jr l omp(� I r I I OR ®e j Ews Ilan m n rem' I A GLASS ss. 'L'EeNm ANCHOROR ou1aN /IO.NR w a// RSORW12'O.G. ]A COCRCIE ANCHCRS (sE scxmuLE.oN SHEET IJ) 177 mcE m d HV ELOOR INSTALLATION t 9 CONCRETE MT HEM CONCRETE ANCHORS HEAD CONCRETE AHa1Ma REOURED (SEE SCHEDULE ON SHEET 14) SCNEUIOE ON SHEET 1q I1 TRENCH INSTALLATION AIID ONLY FOR UP TO R INSTALLATION ♦70, -75 PSF AS.O. DESIGN PRESSURE RATING O FOR SPANS PER SCHEDULE /J. SHEET 11 TEA SCREWS a B• O.C. 9 I _ OR 1/1•NUT S.S. 45 I co1sSCERU:OANCHORS - 6 . 7 PIxJH' sas. r L _ �_ ( % •• I/.•.-mW.' la xs W/ NUT O B• O.G (SEE SCIEOIRE ON � �1` % - O O B• 0. 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ESI d'TI i1 A T"'�-. - FLORIDA BUILDING CODE Hon High Velocity Hurricane Zola• r •'•vC EI,SF.,•,✓9� Wa1T IIIECO, NG 02017 EASTERN NV& SUPPLY. wG pA�S�S�A� Accordion Shutter System NV. MADE AI W/ at W/O N.V. WN30W MADE • °•, J1C r American Shuker Systems p ,• y i "y. It TINT TESTING b ENGINEERING COMPANY Y . x o[sDumal Mpr••.• I.. '4 p au N., uw u S . aaa wo.. mann, Raft. SH Association, Ina. I am 15-MS Pnm.: fm�7erl-Isw 7u r C=)en-Ivl 4266 Westroaes Drive a NWest Pa1T Beach, FE J3407 a q^,.1 FILTH A RRL e e eeu Ie uvrnn L..._ M1J 44DROA Uc HI67Gr _ END WA ONN OUT TIO F IN r auss �--Enmuc ©•0.03,@-@- 0051-TO AILOG AWY. I O•®w�B.®w�•�5 2 v/x)I/ib7 N I 1/2• M@-@ O5FM/BOITaQ. ST/r ro rueE AT ACACH ANaE Gw) I II°il Q s.us. o n• .a EIRL IENOm. � 5 — - — - — - -�Q— — INSTALLATIONS W /� Hy SEENOTESON NaRota@.w°°°¢°`'® 1171 4*um xmsucx na®a,sm s BLADE W HV CENT--E-RRMMAT—ES m. 170R MAaEo OR SEE END WALL CONNECTION -------------------- EXISTING GI/SS ®w(&./ U L®w® — -- ®'© 07 w BQ To •®w 1 w ® OUT ®w HVA O (D ©wO O ®, HVB w®w wO tD .®w E,USTNG HVC ASS POUR ONCRETE OR iSnNG 'Ow�•Ow0•®a _-------- — 10•®°.®•�°, w % --- EA Ea CIE BLOCK WAIL Glwss B ®w�•®w���JNSGIMAsss C TE M ES IN ®.®rA®w®aO.®°w' Nwto ECL soN Ir p,Tg. (SEE SCNEWLE 5 � NW. SFDAPATON w®•® ®s * INTERIOR (�•®wO•®a�.® ON SHEEP II) TO GLASS (SEE SCNEOOLE IN OPf m : ON SHEET III IW1ERgR) _ L _ _ our ----- ---------- i _ _ _ _ 1 CONCR ANCHORS a ` 3ow 3 vAmEs �� E9 6 1/2- MA)(. SUCH oUT (EnERaR) HVE HVD j1,,1r1n77rr,.,y HVF** a FLORIDA BUILDING CODE Non High Veocil Hurricane Zor. B1A1 ` : ^'••CEN • % ✓ C2017 XTEn0. WO. 02017 EASTERN UUX SUfmy. M. BERTHAJ SF 9 : w A S S A Accordion Shutter System �L♦ ; * ■ ■ ■ ■ Kv. BLADE B1 W/ OR W/o Kv. WINDOW BLADE TRJ f TESTING 4 ENGINEERING COMPANY American ShuRer Syefeme . „ °¢rnmox own aW.P1 Rry Le ,P''•. FF b sA ¢I1 N.. °ea n. w. x1. wmw s1Ao°a nwa au Aaeoelation, Inc. 1 ot0 Is-09e _f +..,•• ,,... ' ,� may.: Oas)an-1¢o . rm : (2ns)en-¢v 4268 Westroods Drive /D/1 wvt 07/27/17 AL EN6 ,dl M-0006O�9 "" West Palm Beach. FL 33407 7 DRAWING N° r 11... 11 xWtRA1 h." A 7 P.E. SE47SIGNATURE/DATE 00"*A M'• E 40101 s SHEET SEE rue CONNECDON OET/IIS ON nrnc 10 - to our I Puu ma.al oRK �7. � a oar a -m-oo-b-® ®- u .e. w umasa 0a„wa m.um.T.0 iae-Wa . 6 ,maim m nes eq[r, wi e[ vsm rme me rlmv] � •Q�•A9i•R�.ITf1.d9. 0 `D v � W � �tmm�►��KEW ttttttttttttt�ri���*nt►�ttttttt�i � \, ® r � e� � ® 4i � •� A �� •� Fri � D � rye •,• ® e' � e�E �.LI • a :.; HOD-HVOr* FLOATING STACK =17 MRM M �L TIWT TESTING 0 ENGINEERING COMPANY .IIS a., yA 64 N ]Gf. NIpN pStOa, Rppe y1 P1am : nO5NN1-1110 ,fee : (.NU)s>I-aa1 e_mal: l8rteecd[ern [B-eroeTP Nunn rtoPG 4ls6)7 .� 1 4elMaur A.SteS.A. American Shutter Systems Association, Inc. 4268 Westmods Drive West Palm Beach, FL 73407 'mooa. wvm aapea®uaaaame •um nw u ae®um .,,erumn .n m,e10 Accordion Shut HV. HAM B1 W/ CR W/0 HV. DC. IAVANG No 17-107 /, / CUNCRETE BLOCK WALL r V ' ' OLROUNCRETE�� OR CONCREEK" UCON CONCRETE RAv COUIPFO / / BLOCK W.LL R[O1PRE0 .V / BLOCK WALL REONREO OR CONCPLiE CONCRfl[ NiCHOR'• ' / �EXIanNG WATS / /' EXISTING GM55 / / / BLOC1t WALL R[ONREp > . a fe• D.G. / �EX6 NG G is /i / % i — i / // f / / 2• YM. ' Dostwo alss ]•MIN.' T Wa`a""uuss gE ED ' SEPAINICN EO/ maw (SEE 1 /, I�i M SuCCONa i / m / %� NrL sEr .roe /' lacoua a SHEET 1/Te•.r NAX ON SHEEr Ie ,M / samuE w am j m awls (s¢ 11 FOR eMEMANG (sow- r. .OGTE At asEET lssCa .CLOSER me® a+lwET fe(D" / ' 1�E9I°iaEmT /i IllR SIDE 1 9Mw5m@® PIATE (LOG1E 1/2 1 OMEtme® 1/] / °TENET IO® y) I Ai ExH OSI�; MIN ' 1�I` H2fS l)h 1/3• YM. �U I' ♦ USE f OR ]• NM. 10,1/2• G.LLy /1a+Il/3' B.N.G. I -_--_ Ois* O.C. —___—1 016•D.C. I )ANGLEei0 (60w-n ALL0y) AT NDHDGHt 4 i D) /Ian/T S.M.S. To \ ' (2)1/4•0 TAPCOxs ANCHORS To 5 MALL AT I. O.C. (LOCAE AT SEE DETNL N r OR (Cr SEE oCO N row OR SIDE CroNuscn s" OR ERNw WE orp) OR slvE CGrwmnox _ ro TRACR9 • a , ] • It@-p' O•p .®. SEE GUM 1 2.6®• I ®-©•Q�-©�®- SIDE COO NETWCKGN 1 Q•p•OwQe a� I�•®• END CONNECTION DETAIL�1 END CONNE�CTO®D T®�®O® END CONNECTION QUAIL03 END CON®E®ION® ETA[ I@ CRUE ♦ ' f / — — — — — �EXISIING GLA$$ / REQUIRED am WiLL COSTING 4 ♦ P[OVUUO atLv FOR WINS GREATER T1NN I]'-0• AN. SD'AWTaI f 110X1/3• S.u.S' TO otS (SEE f 0 16• D.C. D "a______ _____ / f n air WCAIORCTE / 1/r Nw. 10 ----- •--5` _ ©aR BQoR(qDR N, C R o • - _ / Coxcfl6m j —W&(9 12' / I1�1o¢IIEeMEIDNa _ 010;I /� / 5 9M[5 G)6 fat 4 / 01.0. E ___ 1/2 MIN.— / Lr % /// £L 4 /� / __•___J / / MI ED ]• MM. 3• MIN, rX99�� 5 / ' � � eI/� l'9AG �T� Ew Bon 8 aR 1 ow 1 oR 1 VIEW Y f • � I OR (Ir PLAN POURED CONc ItE OR 1 DR NR Ky 0-©-go ^ •®- DETAIL X CONCRETE BLOCK WALL K}}���II"O.Oj " �•® �'®-®•®'©•'(®�-ENDTALLATION ©O ®-©O ©O ©-© OO ®- (ii HV BLADE OR 98 HV WINDOW BLADE INTO ®'®-®'®•�' ®®'©'�'®" CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5 e• Oa•® -®•NEC ION QUAIL (9).®•®•® FLORIDA BUILDING CODE Non Nth Velocity Hurricane Zorp -' p11 y\ ••••GEN••. was, n 02017 E6nNN NET& SUPPLY, INC. SF •v �•., � A.S.S.A. * ] LL Accordion Shutter System ] a + ;' } Itit. MADE 81 W/ IR W/O ILV. WNWH MADE 'p '•, •^��4' ` TILUT TESTING § ENGINEERING COMPANY American ShuHor SyIIBEn! p, =cF,,tsi onr onAW1 Dr: Le O'f ARX. on NW. Lew A m. Xaa w®.,. DaaDas a. W, WI Association, Inc. I Mo 1S-aw ] 1 D,m 07/27/17 Pnen. (205)971-1330. F. 1 (]m)eo1-mX1 4268 Westroads Drive 1 DRAWING No s/ONAL EN�II d eµ o P.C. West P.Im Beash, f L 37407 A ' ANG 07 ... n.awlA YG Kna] P.r crel �c1. lDr/nATr / . _.._— LOCK 30 u A= Class, 'A�rA,-I . ) W T MT L- MAXIMUM SHUTTER SPAN " 'L+' YF/ p or of OR 1--' (ft.) FOR ar ®or Dr INSTALLATIONS W/ ..¢�y� (ING RODS Or 29 W/ ONE ONE HV LOCK or or W/ NO LOCK' O WO LO®NG RODS D (SEE NOTES 1. 1}) )TTOM"SEE NSFMUTKINS 0 U@,NIN AF0. K OI OG VE AI WTO RWR/CDlINO IeLL ppNrtNG MOANING M EU I� p, _t R A OCVaEANa YOOrtaO SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+' R 'L-' (IL) INSTALLATIONS ENTE & W/ ONE M7 LOCKS OR W/ NO LOCKING ODS (VALID FOR LIOUIRNO Q SHEET 7) CONCRETE Ad0. CapN MIAL ARONS Y� RCCx� 40NNDN0 G�) N NOnrtwO I. DO I 30 IB'-a' 1 I6,- '-0' 35 15'-2' 1 16'-10' 40 14'-2- IS'-Y 45 13'-4' 1 14'-3' SO 12'-3' 1 13'-V 55 11'-1' 11'-11' 60 10'-2' 10'-11' 65 V-57 10'-1' 70 B-9' 9-; 75 6'-9' INS!AIATON IFPFNO CONCRETE & W00o UµSORY WALL A. B, C. D. E. M. N, 0. P, 0. MOUNTING F. K & L R, S, & V. FLOOR/CDLNG MOUNTING G, H. I. It- J T. U, W & % & M 0 MAXIMUM SHUTTER SPAN 'Li OR 'L-' FOR INSTASAWNS INTO WOOD SHALL BE UMIIED TO 105 p11. AS.D. DESIGN PRESSURE RATING. t NY COMER CFNTEAUATE. 13 MAY BE USED AT AL MWONG NNSIALLLTIONS. LOCKING SPEgFICATIONS HALL BE AS INDICATED ON LUNDAIM CDHGOIO.N 12 NO2 15, SHEEN 5. ttE%CEPT THAT MATMIIIA SINTTDR SPAN i; OR 1' AND MATMOF ASA..DESNO PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMAIEU AS FOLDWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 h.e.F. AND B'-D' SPµ, SEE MOUNTING(E)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM, ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1O HV BLADE 0m17 TRITOO. we �LTTEC- TILUT TESTING & ENGINEERING COMPANY on, Ar M. le. to, wA WAWA 0.A0Go. nem. 51 F. : N0.51371-1530 . F..: (M)071-I351 .-mm: VsAWOW.C= W-000anD NAWR A T6MF L, RL FLORIN U,, 1 441V A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroacs Drive West Palm Beach, FL 33407 (1) L+: MP%xIUM ALOWABLE SPAN FOR A CIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE. SPµ FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO GETERMINE MAMNUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CDUNG: GIVEN A POSONE AID. GLIDGM PRESSURE RATING, DETERMINE MAXIMUM Spµ 'L+' FROM SCHEaU GIVEN A NECKTNE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM Spµ -'L-' reau SCNEDRU. RNA MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MIDIMUM DETERMINED SPµ BETWEEN 'L; AND 'L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS N BETWEEN WALL MOUNTINGS W/ ROOR/CERING MOUNTINGS: FOR A GIVEN PDIRYE AID. DESIGN PRESSURE RATING: DETERMINE: Ll+. MAX. SPAN FOR WALL MOUN11N0 INSTALLATIONS. U+- MAX. SPAN FOR FLOOR/CUUND MOUNTING INSTALA1101,15. FOR A OMEN NEGATIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: U-w W. SPAN FOR WALL MOUNTING INSfAL1AlI0NI U2 MAIL SPAN FOR FLOOR/COUNO MORNNNG INSTALLATIONS. RNA MAXIMUM ALLOWABLE SPAN IS EQUAL TO IHE MINIMUM BETWEEN 'L,+', 'L2+ . -L,-' AND i2-' WITH RNA MAXIMUM . A.S.O. DESIGN 'E MAXIMUM ANCHOR HV..9AM 01 W/ OR W/O HV. WFUW/ WX n. x 1301"" x INN oIIAAN s.: IAILw. c. 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(c) twit as to BMOE MINING OUT NiUN STARIEIS AT BIRDS MY BE W (0) W "BON a E © MUST BE mSED NnR`NTE To A SOMB W B.BEO rNRpRRpU SNIITErcs mmrN. BVS 1 AT EGXat LTS BE IM1STILED MOL4R TO A SOIa W (� PaLYUAODNAE W NPN00N6TRM9 BE I SUIS[o 50 TABS fA¢ na INSONa!, AND ICKED ILS PROt6TEs Ny IyplaOq yyBT BC �Y MTAIItD AXD IQ]® 19N A W SafgO Ia0. Br ASSA, a SEE ANaION w"CRIa SCHEDAR m OIBTAITAt a11a FOOD rRWE 61111WIas ON SMET 10, AS EIUaD BY SPAN ANO DESCM LOW (BEE NOBS 1 A z ABOra. ). eQ AYOICR SPACma SCREBAE M WSrrIIAtIBNS Ov10 PaSED CONGEYE a1 EaNaam 91Oa1 MIL ON SHEETS Ia A Il AS UNIE) Or SPIN AND DESION LEND (SR NOnS 1 A z ABONO• a mgarym SEPARA110N TO BASS SaR➢UE[. PER ASU E-10ft jiBP9 Zaff YGOYUY SEPAM1pH 1D OI/vS tNIB ] axs• A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 37407 Accordion Shut HV. BEAEE #1 W/ OR W/O HV. me. WING No 7-107 "`TAL Sr001 Ar le• co' ei I O Doss' Inu ua 43c o. I* C.C. Vlv. sr¢l T cNemq a 8' O.G O B' ^. ' sv 4PMC ,a Iw. c-eP rto >ATlpee ro srv0s :Ie 1/vi ragi r b1 �A�P+%IC 9LS[ f305rNG aA55 WN. SEPAPATaN SHUITER SYSTEM INSTALLATION TO META C'O D WAI I S 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (ps1) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 MV LOCK ARE ALLOWED WITH 21 ARRANGED A ETRICAL LAYOUT. USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 2.00' Mw.r ® 1/4"e NOMINAL ALUMINUM S rrvr 6063-75 ALLOY SEPARATION TO GI ASS qQHFnULr 9 3.aao- 'Y M - WIND ZONE MINIMUM ASTM E-1998 SEPARATION TO GLASS 1 THRU 3 I• 4 4- All Min.) a 4X LENGTH + 1' BOLT MUST PENETRATE 43 1' .37X +� I 250 r am' I /4'0-20 THREq= ' O T /4"0 ELCO CONM IDn. PRODUCTS FAR—LOK Np I _COMPONENTS SV1L 3/e'� 1' \G`3 -^ L� v \/ v lOG1E0 AT 1 t I J'y•"ai° NJ HEAGDII�ENas A//pMI v Ip'On.) ,3 T6'Min.j 24 -LLB--3- 6 I/1' (ryP.) : ^ — • — _+••• ...•— ]• 6 1/2' WX. STACK ■ SIDE CONNECTION TO TRACK ,HRLP 0. T/((/�; .� .•""CENS ' i + +Q i A `8,�pp�� .. ci : P.E. SEALQSi)AIA)D EJDATE 02017 trtTEw. Pw. E TILU] TESTING &ENGINEERING COMPANY W5] N�. M1 S4 iL.-w M%YA CoWe. Relw I' se.::p0s)e]T-IUI4268 .4Lia, A T, a b. PE, floam u,. / N1e> A■S■S■A■ American Sh Mger SysMma A59aclallon, Inc. Westroods Drive West Palm Beach, FL 33407 02017 (ASTERN METAL svpLY. Me. n1 Accordion Shutter System HV. AlXE #1 W/ 0 W/0 KV. VAWOI] BADE N. yM 1t$TATEnc wm W/2)/n(3w)e]I-m00. 2 ]DRAWNG Na A17-1D7 sSHEET On nr en