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HomeMy WebLinkAboutSET UP-INSTALLATIONI. =IN H.Y. ACCAROON SHUTTER SYSTEM SHSYM ON TINS PROWR EVALUMON IGCUMEM (P.ED.) NM BEEN VERSED FOR COMPUANCE W ACCO RARCE WHIN THE 2041 (61A CORNING OP ME PLENUM BULLRING CODE MIS ACCORDDY SxUTTEA SYSTEM SNAIL HOi BE WSTALIFD AT WON VELOaIY MUPoi1GWE ZONES. BESION "He LIM S SNAL BE DEFRARM AS PER SECOON 1620 OF THE ABOVE MENTIONED COCE. FOR A BASIC WHO SPEED REONRED BY ME MRMnON WHERE SHUTTER, WLL BE INSTALED INN H A DOgCIpFUIRY FACTOR Kd-0.85, USING ASCE 7-ILA AND SHALL NOT DEC® ME MINIMUM (A.S.D.) DESCH PRESSURE RATINGS DMCATW ON SHEETS 11 THRU 15. 19 & 20. W GROCER TO MON THE MOH CONDITION. ULTaDESIGN 1ATE DGN WHO LOADS DLT WUM PER ASCE 7-10 SUI BE FTW REDUCED TO ASO DESICH WHO LOADS BY Y NUIMU LYING TW4 BY 0.a IN OR HERTO COE&PARE THESE W/ MAX. (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. I9 & 20. IN ONGER TO L'MIFY THAT CGMPONFNIS AND MMM ON THIS PEG., AS TESTED. WERE NOT PIER STRESSED. A 50 2 WMEASE IN ALLOWABLE.SMM FOR WNO LUAAS WAS HM USED IN MEW ANAIY51S HOWflER. A WHO DIRARON FACTOR WM USEDFORVEARCATGN Of FASTENERS W WOOD. BERION H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY MR WIND AND LVNE UISSBE IMPACT LOAD HAS BEEN YFAIFIEO IN ACOORDUICE WIN SECTION 1609.1.2 OF 111E ABOVE YENRONEA COpE AS PER An REPORTS: -HV BLADED j0214.01-00, JD71&OT-M3, /1004.01-05, t1MA1-QT. E0017A2-os, IOMAI-10 µ0 /0210.01-11 AS PER TAS-201. TAS-W2 µ0 TAS-203 PROTOCOLS AND ASH E-106 AND E-1996 STANDMD, (USSRE L D. WHO ZONES 1. 2 & O) & /1220.01-10 AS PER TAB WI, 203 & 203 PROTOCOLS IMGE ISSLE. -IW WINDOW RIME 0 10505.01-011 A9 PER ASM E-INS MD E-1996 (MISSILE LEVEL D. WHO ZONES 1. 2. D) BAST PROTECTION ONLY AND It W25AI-BB AS PER TAS 2W PROTOCOL, 2. W BLADE(D AND W WNCOW BLADE 0 ARE ENCOFIIRED TO WORK IN UNISON WIN EACH OTHER UNDER ME CENTRAL LORLTONS AUG MNOAONS OF USE INDICATED ON SHEET 19 O. BERTHA H.V. ACCORDION PINS (HY SCREWS), USED AT STAGES HHUCIQi MD MR MRECT YOUTH COWNECRON TO TRACKS SHALL M /14a2.7B- AND )14R1.75- RESPEMMY, 410-M W RAINLESS STEEL SCREWS WITH M 0 W TIED STRENGTH AND 18D W TENSDE STRENGTHLL W. PINS SHABE COATED TH Some, W DACROSHIFID COATING SYSTEM AS NWUY SERIESII.wUFACMREO BY MPROVEG COATING MPITOAWFAOIN SHUTTER RS. RENSDERED WON MUTTER SYSTEMS ASSOCIATION. Fes MUST BEAR ME W VMeNG ON MDR HEAD. 4. ALL AUIYDWM CORT,,IOHS SHALL W AWMINUM ASSOCUMON ALLOT AND TEMPER AS WOICATEG ON SHEETS 2 AND 0. UIWHUY YIELD STRENGTH MR SOSY-TES ALLOY IS M.0 W AND 35.7 Hui FOR 6005-TS A1L17Y. S ALL SCREWS TO BE STNWIIS STEEL OD{ OR Me AV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON Sepia WITH W W WN, YIELD SIMYIGM AHD 90 U, YIN. TEHSRE SMENCIH. Me SHIN COMPLY W/ FLORIDA, BUILDING CODE SECOON 2411JA4. B. BOLTS TO BE ASIN A�7 GALVANOED S,,L OR ITS, W4 OR 016 SIRES STAN4E55 STEEL WITH 55 W MNIMUM TEED STRENGTH, 7. SEE ME MILLOWNC SHEETS FOR ANCHOR SPECDC.ATIGNS: W , DE 0: 12.10.14.15 AND 20 W BUDE 0 & 0 WORKING IN UNISON: 12. 10 & 15 B. INS BERTHA H.V. ACCORDION SHUTIDR VSTEl1 BETAS A US PATENT 0`779.512. COMPONENTS OF 145 MPRWAL ME COHRED, IN "OL M W PART et US. PATENT j5'458.,79 ISSUED 10 CUUElHH METAL SUPPLY, DC. 9. I SHALL M THE RESPONS®I1m OF THE CDNIRACTOR TO HAFT' ME SWNDAESS OF THE STRUCTURE WHERE SHUDEH IS TO BE ATT C W M INSURE PROPER ANCHORAGE COMMA ns, To ALL SHUTTER COUPOYENT EDGES MUCH REMAIN. WU FASTCMRG IN CONTINUOUS COWACT MME BURDWO TO PREVENT WNB/RMN EFAL/GIR1L NTRUSIpH, ID. DMsl UNIT MUST BEM PERWNEM LMLL IN A WDBLE PUCE WIN WANING NOTE; WRING PERIODS OF HURR:CJNE WMNNM HONE PRIER. TENANT. OR OHMS. MUST PROPERLY CLOSE AL EW MD HD CDAERWI6 AND ENGGE OR LOCK ALL W MO He LOCIfS. ll. SHUTTER MMUFACIURER'S LIBEL SHALL BE LOGim ON A READBY M&SUE LO UODH AT ACCORDION SHUTIM IN ACCORDANCE WM SECMN 1709.9.3 OF FLORIDA BUILD IC CODE ONE LABEL SHALL M PLACED FYRL 01CRY OPENING. LABELING TO COMPLY WM SECTION 1709.9a OF THE FLOROA BDIDPIC WOE 12. SERMA H,V. ACCORDION SHUTTER STSTEWS INSTALIATNN SHALL COMPLY WM SPECS NDIGIEO IN MIS MUWNC PLUS ANY BLRDWO AND ZONING MDUUYANS PRPAD® BY ME JUPISMCTIon WHERE PERMIT Is APPUED 70. 13- (a) THIS PED. PREPARED BY MIS ENGINEER IS GENERIC AND DUES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PRO ECO Le. WHERE THE SHE CONDITIONS DEVME FROM THE P.ED. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PMMUSE AND INSTALLATION INCLUDING LIFE SUETY OF MIS PRODUCT, BASED ON M5 P.EI , PROIom NF/SUE DOES NOT OL M MM THE LTNOAOA DETAILED ON M s DOCUMITH. CONSTRUCTOR SAPETY AT SITE M THE CONTRACTOR'S RESPOF519GM. (a) THIS PEG, MILL IDER BE CONSED UNDIW D ALTERED BY MY MEANS M EM THEEPPRROOPER USE of ME P ENGN� FG REGISTERED ICTWG AS AGINEER 00ELE TEO 04GGIVIDER m ME PPM.ra wDNN je,SHMDER , �I TO R, LAM ML�S,S MMCNDOPWUL ,IWWNCSS MR RENEW. (a) OPoDNAL P.E.O. SNLLL BEM ME OWE AND ORATNAL SEAL AND SICNAMRE OF ME PROFI B ,RNA, ENGINEER OF RECORD TUT PRE➢MEO I. 'MIT THITM M. SCANNED BY IL E C O EEEa. St. Lucie County S 1 6t% \ TILLR TESTING & ENGINEERING COMPANY \P Ny5 xl .TEST Y. M.. -`W, WgW.1 YAWiM, ROW S] w .O"'r'7i'7Ea1TTt�e "�rf� Fnm.: EDSIen-16W . Fa+ I FxisuF1_1ss1 GENERAL NOTES "HEM I SYSTEM CIU PONENS 1-20 SHEET 2 SYSTEM COMPONENTS 21-07 SHEET O TYPICAL SHUTTER ASSEMBLY U-44 SNEET 4 TYPICV. WIDOW BLADE & WIDOW DUAR AREA 2, W R AD n AND HV WINDOW RI ADF 0 (WHERE APE I AB Fl MICA- SHUTTER ELEVATOR & NOTES ON HACKS SHEET 5 INSTALLATION DETMS A-F. CONCRETE/BL.00K SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENLERUX E DETAILS W SHEET B CENTERMATE ALTERNATING DETAILS W SHEET a END CONNECTION DETAILS 1-6. CONCRETE/GLOCR SHCET to YAMUU SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHMULE- CONCRETE & BLOCK SHECIr 13 ANCHOR SCHEDULE- CONCRETE & BLOCK( SHEET 14 ANCHOR SCHEWLE- Vi00D SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET IB LNUALLARON DETAILS S-K, WOOD SNEET 17 END CONNECTION DETAILS 7-12 & K, WOOD AREA 1 HDY WINDOW UP ADF TQ SHEET IB ONLY TYPICAL SHUTTER ELEVATION AREA 4• HV WINDOW RIADE in ON SHEET 19 Y INSTALLATION DETAILS. METAL Me WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 EASTERN METAL STIFFLY. INC. Accordion Shutter N.Y. EUM p1 W/ OR W/o ITV. WINE 17-1 UNDER US PATENT B 5458179 OF USE OF BLADE -WON SHEET 19 HV .9 49 870 1.686' R 11 HV CEILING HEADER O FIEO FORUSE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUD 6063-76 ALLOY AND TEMPER ARENMNYMNI 1- kal i0UFlED FOR SIDE ANGLES O AUSE W/ HV BUOE(D fObS-i6 ALLOY ANO SLMPEil, 04 OHV UNIVERSAL F OAT R OUAUFlEO FOR USE W/ NV BLADEQ 6005-75 ALLAY AND TEMPER ip HV HEADS SILL (� QUALIFIED061RT6 �LLO� AND TC DE ONL ALUMINUM ANGLES QUAUFIED FO$ USE IV/ HV BLADE 1 ONLY. 6063-T6 ALL Y AND TEMPER ®OiIFIEDM ORUS�E H RUDE (I 6063-76 ALLOT 2, TEMPER. BQHV WALK -OVER TRACK QUALIFIED FOR U¢E W/ HV B1( 6083-16 ALLOYLADE A O TEMPER COUPONDIT A B T1 T2 Q 2 5' MADL 1/5' 1/8' 1® 2' 5' HAIL 0.192' 0.192' 19 2.5' 7' DA%. 0.190' 0.190' �A 2' 5' MAR. 0.139 0.131' 61 g 12 ' .930 Gig HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY. @ CORNER POSTS QUALIFIED FOR USE W/ HV MADE (D LLOY 60 0T AND TEMPER USE W/ AND TEMPER 1@ HV RAINGUARD QUALIFIED FOR Uff W/ NV 6063-Tfi RLLpY 01D TEMPER ,I .- II��'.\SL,l(�/� = �YY``�-........... �CENSF •,✓y �/^�' ?' i f.��A� f >V O IA� DF 0� 11 1 -fS,S. .......... .a4,Illll P G 'RvA.i 7NIf.AbSrvPAiVc /neic 02017 ftNC , WC. IL� A.S.S.A. AmBTICOn Shutter Systems A990CI0110n, InG, 4268 WestmaEs 01,;. West Palm Beach. R 33407 02017 FA!iXRN NEe,L SUPPLY, INC. ER A TN Accordion Shutter System HV. HA1DE 91 W/ Oi W/0 HV, WINDOW MADE TILU7 TESTING & ENGINEERING COMPANY uv NB. M0. 94 su. a9s axTPRA BuuWa. naml v1 Pea,. ; (s6s7en-Isso . Pm : (Ja5)DA-1501 Wµ ®AT- ��IB. P.0 FIO� UL / ulfi) n. x 96scRPnax o•rt Bvxx er: Le 1 OLD 15-0 5 7 I 'd2 0]/27 1] x i 0 1 7 C' 07 eucc a • ' PWI I FRONT Dulv"ON OJ] LOCKER FOR "T" LOCK UNTMATE QUALIFIED FOR USE W/ HV BLADE DONLY 6063-76 ALLOY AND TEMPER a63' N E1♦ 17 V QUALIFIED FlED FOR USE W/ HV BLADE 1 ONLY 6063-YS ALLOY AND TEMPER 31 CENTER ENTERMATE WZ N 1 & A A) ROD @I QUFOR USE W HV B 6063-16 ALLOT AND TEMPER ® LOCKING RODD OUAunED FOR USE W/ NV BLADEQ 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/16 6063-T6 ALLOY AND TEMPI O $" 3 ]D'P S6 HV 3f8"6-16 At THUMBSCREWS JUAL1111,E0 FOR$1III' 6EN*id 91 CENTS ei OUAuFEO FOR USE VII.NV BLADE I & 6063-T6 ALLOY ND TEMPER SI/]' q%14-. l3T HV 1 /4" d-9n ALAI snd QUALIFIED FOR USE W/ HV BLADE IQ 02017 nLTEOD, LNG i_ L TILUT TESTING & ENGINEERING COMPANY * • �• am ecP. vw sL. FN, vs. Imcxa aamo:s, nano v Y\ IIQ FAvn : (:ai)e)I-15]a .Fat : I]a118)1-tf]I -.roT.latra0a[Ltbn 00-00C,67I0 11 114)U A iWf b. P.E 6TG nMel lle. I M16) IHV EGRESS LOCK OUAUnED 3R USE W/ HV BLFDEv& ONLY. Ie' 3AFTER RaM1IW BEFORE RIVETING 1, 4"0-20 RIVNUTe ylv-n AU" uALE FUNac TNN ua AS NNNF♦1.' m or AYOEL HY, Nn ,:fRa&Y an. m muN. FO1 USE IV/ HV E ONLY, 09)3' W t .123' Mat. q NND C1 A1DER OR RE 1.µ CYLINDER 1.78>6 uat. (R HD LOCK BY REGENT NAITDWARE UoRTSE LOORS SERIES 2=1 HOOK BOLT UDC L QUALIFIED FOR USE W/ HV BIADE(7 & A.S.S.A. American Shutter Systems Association: Inc. 4268 TVastroads Drive West Palm Beath, FL 33407 OR W/O KV. INC. AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON. BUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'.3/16' THICK NYLON WHEEL 0.188'0 NSI 302 SERIES S.S. RNETS © HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD t ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW fUIREMENTS AT EXTERIOR 13LADE KNUCKLE FOR S (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR m HV ® BCE' APICAL SHUTTER ASSEMBLY (2) HV PIN @ MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 10.32e' BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. .D �� 0 (3) HV PIN ® OR © W/ 1/2' O.D. 1/16" THICK S.S. WASHER 1rP 0 HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, OA HEET NEMBLY LAYOUT 02017 msm, MC. T�lL TILLIT TESTING k ENGINEERING COMPANY OS!! NR `A0 A EM.:m. NPmdA VAtlT6. flal4 N'.. a-„ax Inacmm.cmn O-W06)19 YL IU A hN 44 MRaA RDGc 1 Nlm BLADE'S KNUCQE 0n') 2 EXTERIOR t ON As2s' BODE .482s' 4623 .442!' NOTE 'F' ON RESIN POLYCARSONATE SOURCES FOR 4 mlaLL eBormna rrolclac sramvm Nromc loar �)m "`,mv slmc vum lcaareel: ury Bw Baa u! ' awe �' roaar nm ceasslx NN N!e Aam w aam r.LL ftaPN lIAN41x N .aa A{IY mp Ityp Nt lilW PLL MLWI YGLK MIII: SN m94 ]14bA P.A Ya.Q/.I Pµ ram® rzm ,sK mN a n-N n n� Llal[ �N ASN mW S Wl are m ewm,e Aau wv C-I c-I arcs OI ous 0-1 !a)rtlNnl p1Y IwOT T .10 Rb GIN IaISi[ SIIN+IIII ML\ rSIY Ne aWl 6LL IME NS meer5aas! eaaa e411eAn9 4[lY ne 1r61 a.! 1C10 aLL A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 MC. Accordion Shutter System KV. 9011E 01 W/ OR W/0-KV. WHOM 9AOE 1 No n III y . R IIIII �I i .. 11 Y�Y�a��Y'��'I.���J�S�`� _i SLV) 0• � ®q44 q©QgOq 10 •�'� 10 •I�`q©• �q�.®q TYPICAL M HV BLADE SHUTTER ELEVATION \7 N.T.S. OF CORNER CENTERMATE • NOPPS—ESN HV LOCKS AND Cc�E�yNTERMATES• 1. WANpANRY CONOmON ll• ONE HV LOCK �j w ®SNAL BE USED AT 1/2 OF $NUTTER SPµ FOR ANY 9Pµ OR 12' µDYE OR BEJ�OW x OF BNUT% SPA4 FOp SPANS UP TO 105•, AND F00. WSfjLL csS TINY ELEVATION. HV LOOK FS or WAY BE USED AS AN INSIDE OR OUTSIDE LOON, ATTACHED TO Q�1 OR CENIERIAAT6 W/(x) 1p•o-xo . 1/2• LONG FLAT NEED S.S. MS. LOCATION OF LOCK SKLL BE AS INDIG $HURTER EIEVAnpW 2. • IS F DE9 R FOR SECURITY PURPOSES, UP ro 1W0 HVA1� LOCHS Qa9 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERGTES V OR 90� SHA1 BE AS IND IOGTION BE AS WOIG ON .... . SHUTTER EEEVATWN. AT STACKING F'l OR ' LONG FLAT HEAD S.S. MS. TWO LOCONG NODS 0 BE AS INWGTED ON TYPtON S.I. noV— ,r...-.,.,a,. a.a. aoxnrn w rip UH 113 OLNILNIAATIS SHALL BE WADE W/ 1/4•0-2013/4• ALUM. RANLR' µ SHOWN ON SECTION HW. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. IEANMTORY CONDITION 53 MR KFYCM•R W iugl T10A ONE HV LOCK or ®or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO Or. µ0 FOR INSTALLATIONS AT ANY ELEVATION. W LOON or ® or 0 WAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q' or 8 SYMMETRICAL CEHIERuMEs W/ (2) 1/4•-20 A 1/2• LONG FLAT HEAD SS, N.S. LOCATION OF LOCK SELL BE AS INOIWED ON TYPEAL SHUTTER ELEVATION. USE OF LGCNNG BOOS 0 W/ ® OR 0 TOP AND BOTTOM IS COMPLETELY MANOARDRY. 'NOTES ON HV !r LOCKS AND CENTPMNATCC• 1. 1 ON 01 VALID ONLY MR A .. ONE, ONE ALTERNATE NV Y• LOCK MAY BE WSTALED IN UEU OF NV LOCKS 02 OR mR AN1• SPAN !u; 1 WINCNUT MA)tWUM BOTOM i ° 1' : ONE ALTERNATE HO LOCK© WWOE USED IN UM OF HV LOIXS OR y FOR ANY SPµ AND INSTAlAR016 AT ��AAN'Y ETTo FJE?VIATION..LLIE Wn HO LOCK II WY BE USED flEV1fORCESl10EM HSEm �LOCK =ONSSEAn"CHIGHCTIONSOHDO-H µD N a C, SHEET 3/8' FtL LOOK WY . AND INR 10- O AT MIpSPµ OR Ix• W2IMUM BELOW OR ABOVE DSPµ. USE OF LOOKIIG ROGS @ IS COMPLETELY OPTIONAL �I ✓S_ a2010 ILLTECO, eS. iLTTCO �: *' ' • 11� �:�1.1 TILLIT TESTING & ENGINEERING COMPANY PSN N.. I— 9 sly scl. 4W6Va wA104 . A Ph— I P01e71-1530. r« : (30MM-6ll nIXR)A Mc A.S.S.Aw American Shutter Systems Association, Inc. 4268 WBslroads Drive West POIm Beach, FL 33407 RV. MA E 01 W/ CR W/O 1LV. INC. AWING No 17-10 NCME ANCNORs P4NR4HCMR PWPED CONCRETE (SFE SCHEOIRE ON OR C C0.4CRCtESHEET 13) REWI1/x'P-x0,1/A' S RCOUmFO RFOUyiEp CONCRETE ANCHORS YICMNWNCRETE ANCHORS7 1B roR PVE (sC uawnm®aSxRT >f If (SCE SCNCNRE ONsacul[ aN sHEET u) ' , SNEEt 13)I4 { Irn. 14"0-2W 4a SS:'E swc /x'-WE.13wOS2501 OfTD1YLPIIONAL OR ®o , E)USNNC uw. sEr.R.nal ro cutt 1 �I eA�m1Qy (5EE SBYFDIIIE ON $NEEr 11 NW. SFPAPA1mN TO fNISS I 1 WMB ' % r(SEE SCHEWIC ON SHEET 11) 1C I 0II55-i OA ©HV WALL HEADER INSTALLATION 9Q HV WALL HEADER INSTALLATION + KEYSTONE UN. SEPr IICN TO aAss ,T ® r---(E E<NE�ea oN BNEE< 11) Ln avm �' 1I 1 OR o uw. SZPARnnm To OtASS ' ' 1 a� IIEDMm D y ; (BEE SCMnMRL ON SHEET 11) ( BIIISmY Qq 'INLS@iG1'j' ■ LU55-r I ' t", Man& ' f . arnoxu. Vr uo.. r ,'V"-' ao.. E. O.` • ' �. ' � E1U • � � /.. O3 Is 15 �/ 12 4 ' Q/ ,2ad/N' SS. I'm. ( / �% I / `-_ E PMLL1P5 TRUSS HEAD /` / / �M)B I&CHI.NE WPM WING �L -� CONCRETE ANCHORS LI/f0-xO,J/f S.S. PiCWPS A.Xa1CR5 /' l::ll�� ,• 1/1'-x0 NUfS O 12. O.C. ' ' (SE£ SCIIWUIE ON iRVSB XP/D yUCX�X[ SCREW" coNCRErE (SEE scNEwnt ON sxrCT 13) / / u;n. POCIRM CONCRETE S1 13) w/ 1/\•-xo Nurs o IY O.C. WIRNETE �«R 'i CONCRElE +CRETC ANCHORS RREEaJIREO lnoac ED QD HV WALL SILL INSTALLATION ATION Rm CONCRETE B E ar `i4) ON QF HV WALL SILL INSTALLATION OR CONCRETE BLOa! Wu REOWED EQ HV WALL SILL INSTALLATION !R_COIA"IkIWN OF SECPONS: SHEET y FOR T1Wr.LL 9 ER INSTALLATION DETAILS W/ ,Y • (OIONS ON • SEE UI ATNNS OF USE FOR INWC SECRONS CN1 BE COMBINED (BEE BPECRIGTmxS ON BMEfl 13) r FAA A' BIADE dON SHEET IS H V BLADE NAY TO SIR MfN I15TNUIION. PI� 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ENSF .5�� aW17 %Et0, INC. 0200 GSIERN UETAE SUPPLY. INC. E T 4 Ae1S.S.A. Accordion Shutter System 1 L� E G_ HV. MAM s1 W1 OR W/0 HV. RRmW GtAEX •Q \� TIWT TESTING A ENGINEEI(ING COMPANY American Shutter S stems /.� Y . x socemax ¢Art SWO, W: L.C. f'••.. ORIDP"o <<(,� 0 ®a NR yya FI, e. 3aN, uRcw FARppe. namA n, Association, Inc. 1 ow 1s-aBs r/zT l G10 or/zr IT - Pmm : (]W)BTI-tAu , re.: (=)6N-1S3, 4268 VYeslroatls Drive x S�NNALEN�?,,I' " s West Palm Beach. FL 33407 y ORAUNG1No W-400AgAAI�,r F 1" A I 0. Pd Pr /elruen loernelr ROWM U 1.157 y cues+ RCTE ANCHORS SCHSDUI—E ON SHEET 13) -E. m Rm Ia I emm•�" HV CEILING INSTALLATION / 8 8 /140/4• HIM RFAO, TEK SCREYYS O a- O.C. OR 1/.b-20 SS as, W/ Nur 0 0. O.0 4 FOR TYPICAL 9iUTTER —Q1 -- 1QJ4 ON L OR "MING _ GUSS- i T ilil Y• J/a ] r. IJil r1IXSCR TRY WASHER HFAO Wr TEN CONCRETE A C 12' O.C, CONCRETE ANCHORS (SEE ECHEDULE ON SfkEr IJ) LY, I p LOGE OE IF w0 3 � 4�+vell4lHa �u i \ iE CONCRETE NCH (SEE SCHEDULE SHEET 15) 6 EDGE OF AAa R APPUCABLE MT HEAD CONCRETE ANCHORS (SEE SCIImUEE ON S M 14) ,/.v 1 Itt 4NMiLn 1 I t ro cuss A, /,(,I"(Na NawIAL PORED NCCRETE MT H[AB CONCRETE ANCHORS .OURED ONE SCHEDULE ON SHEET 14) 11REN TRENCH INSTALLATION I ONLY FOR UP TO f70, -75 PSF AS.D. DESIGN PRESSURE RATING R FOR SPANS PER SCHEOUEE /J, SHEET 11 12' 0.a. / 1,- 6 I/Ile/u.• 40.5..E . �' ) I :T ///.5�< WA-Rmya• n 09•Q C. 1/2 r` 17 w I8 t/2• I, ,,��: msnl0 aov s7mKn, 17 18 •1•• 2.'Ga. : Tau laR (0[wRAIM �: E.D, sxU /14A3/. F.X. SA.4 IS . CONCRETE ANCHORS SEE NOTE 13(e) 1 O 9' O.C. C0412TE x (SEE sa4))uLE ox ON SHEET I POURED CaNG1tm SEE NOTE a SKEETixO) OR CONCRETE eIOCK •• . FLOOR INSTALLATION �,�y REQUIREDQ KEYSTONE I,IOUNTING INST'A I ATION V HV WALL WALK —OVER INSTALLATION °Am"^"sO rcsDx rlvsnreD •...-n PM 1Wa11W SINnO1 $.W ]'-Y THIS INSTN pcvl SHARE eE RFMOIARLE xHEN PFAFCRNED OR Ew"WICEµ OPEPIDLE EM 91ADEE ON SHEET fDfl .Y INSTALLATION DETAILS Wf 0)HV BLADE tlAT 1. SNI.WI INsNwnON. y!' , " FLORIDA BUILDING CODE (Non. High Velocity Hurricane Zone ;'`VCFNSF•.,,✓9E 02017 TATECC, INC. GL 02017 EASTERN NESUPPLY. INC. a �+ A BERT A TN A■S■�7■/i■Accordion Shutter System IL7 E� co,- y J�E R11* MADE MT Wr OR W/O NV. NINX7N ■ADE TRLIT TESTING A ENGINEERING COMPANY Amerlean ShuHer Sy31eTe M."ON0 p,• RE, tC 5 N,,, Jew,,, , ,,, 6V.YD0. {WmA .yIE AasoDTation, Inc. OLa I5-De5 7/27/1 DATE U7 27 17 1 (305)871-ISb. rw : (305)R71-15J1 4268 Wes_..West Palm Beach, FL JJ407 DRAWING No YNUER A RN Ar. RG 17-107 0 C CrA1 /CIF`AIATI IDC MATE MRTA UC If 44167 _„__ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) t 0. . EDGE DISTANCE IE SPEtlY1CARONS DIN SHED IJ) OUT IN floa�a• s.as o u• G NLL M[NCM. SEE MGM ON ECCKM RaaS ©. NV 10OMs © .0 16,wGcls INSTALLATIONS W/ 1 HV NmA[R4EM Cp®d1R = BLADE W HV CENTERMATES kkaa�ilr xrs 51"DETAIL „„"R° Eop I•®� DR ND WA 0NNECT101 1' rEwsTING cuss DETAIL ON _NErTS 10 & Ia Iw----------------------(---------- i 11/4' r 61n• ----r.------- CENT TES ET CENTERMATES MI. PIRn1IOn w W/ HV LO- V K -mar ro 35 k .•. � (SEE SCHE E '1EJ YL.:1 INNZ Cy1_I GN SHEET 11 �� �"�� ILA_- �`► HVA HVB �xisiNlG ILA • IlJ"lJ• QJ�I°J • Z, a / ""� B •®ate,®"'®,�J�vss MIN. ilON OI.AS k ro cuss I N ® GNu (sEE scREau1E ON SNEER 11) (INTERIOR) oUT 3 I 90 i u �` (E1nEWGR) LJ\/Tl OUT _.,lruiugi._ VE axol) mrzw, xc. i L1TC O TILLR TESTING & ENGINEERING COMPANY M. U.ASLL.L .Wpa6.,101yI Rnw : Vos16s1-lssa . r=: (3061871-153I .-.w: wuc,o.a . ®-aa66na NµTER A T b. P.L nARaA M. 1 44167 EN our ®a j`Qa60 ID'®°' o UT A.S.S.Aw American Shuffer Sysfems Assoclaflon, Inc. 4268 Weslraatls Drive West Palm Beach, FL 33407 HVC GLASS 2- MU. st a I HVF** VG CODE Non Nlgh ®xon rrsrcr R Accordion HV. fiA➢E Bt W/ OR No 107 - 9411 \ &7101 IF -A 11 Lei \w7A• 1 . 16 .. r 1 • i �/ 4 9l1 1 _ — N911 FAaj.},�Omawass I 6Na[�SUd OETAS MT. OIaJ1r6 QI 9Hfl A. -p-Oo-b-O •®- �� a - �6m6R . �6_�6 . 6 a emuaa w MaSMET, wr 6c VSm •'rtn nag µlwru 0•�J-�i•Al.fFtl.d9- 6R 0 • sEE nott 6 roa Nv lod® , T .aG(. W SN6r f. t sr•® vaaa xuuw OaN-n wa0 uva nwce n<x 9¢a ma9W. cam I ro)a. Y uuG6.cn® 9I.v9R ufAm nnwr va•sawrc, a• 9msr) o]va a rave. O ��7 � —IIE•: CM17 11EIEa0, M. IL ECO111�. TILUT TESTING $ ENGINEERING COMPANY ova u•. sw. s.. si. aof, rlrmw v++asc nama a Rn,an.. l (s6s7r)1-law . rar : (wa)8]i-iwl .-m9x rnvicea9uc9.. [B-LMB]19 •.V.]E9 A N R/ I " P.E. aImA Ile w) A.S.S.A. American Shutter Systems Association. Inc. 4268 Westrooas Drive West Palm Beach. FL 33407 (a) N.V. vms In blrL131i1:1 . 1 •v MD -0as . (D• geID]la OI PQ(1> N Iia96.1 aCatYl YA[Q aP11Q}b-0 a Vale 1G Lt [gIVY.RS MIY ia.9 pM ..I([Q Accordion Shutter N.V. RAM #1 W/ aR W/0 RV. W W MC. Poutto CONCRETE OR I POURED CONCRETE POURro CONCRETE OURED CONCRETE CONCRETE BLOCK WALL 1 OR CONCRETE /. OR CONCRETE OR CONCRETE / REOVwED BLOCK WALL REONRED �J \f GLaK WALL RfONREO BLOCK WILL REONRED dLtTwc cuss CONCRETE ANCHOR EIOSnNO CUSS — EK151wO CUSS 016 oF. r_ 2 uN e� i 1 f �2' MO., YIL 6EPARgONI sEd / lrll SfRNYII(W TO OA4 (SEE EO : GO Q! $lfEl I/18 10 O (SE 5-u+• 151 FOR abE mNm :' ro QA4 (YE I YN SFPN2V6Y1 n. r 10' YA% IN SHEET 19 AOR SOm•r r 11 OSAarct" (600- CAIINEER 0TOR . ®W® r IDE.mfNeTTE T1 CLOSER O9®4T 1/2, 'QvTWO QIA9TSS (SQEFE) SIDE PUTS. +/2 Org) AT ETmb0WN \ O EMOI 1/I• JAW. OPQ) I I i USE I' OR 2• YAK. ! 11DK1/2'S.Y.$ _Ja PTOAO/�a5o�. I I _—_—_ (AS APPLICAERE).2-0/9•.0 1 _—_— O 16' O.C. -- .� I/ --_—_J (MIKI-UU ELFARGUEAT 'i 4 ! 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T OLD 15-060 AAA Plpn.: (Sy)ej1-1mo. mu (]oa)m1-1sm 4268 Wes-o_ Orlve 2 /27 r oAro D7 z7/17 ,TT - ro_ West PPIm Beach, EL 334_ a )RAtNNC No s/ONAL 'L 1a�oR .eeq ,: H010R I, 1AYl h117 ; 1 7-1 O7 P F CFAI /CICYATIRPr /nrtrC ttORTN Ilc / uf6) _.._— UAXIMUM SHUTTER SPAN* 'L+' OR'L- (ft.) FOR 29 W/ ONE W/ NO LOCKING RE NO LO®NC I I (SEE NOTES t, Asa P m 1'PfspP¢ IY/.LL MgMI1NG FIDOR/OBMHV wmwt kHt 9R5G PArtG IIaIINIWG �� k h ��) b m � T fLMR/9L4➢Ia NOUMury F' MAXIMUM SHUTTER SPAN* "L+' R 'L-' (ft.) INSTAlL17TON5 W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (YAMO FOR MWMINOQ SHEET 7) CONCRE E Asa DOa1 wsrAMAnaTs �Ni1q I100R/ �0 uWMWG 0 pxa) Rad+ Nl MaUMYW 1. (N 1 1-He M 16'-0" I 19'-0" 40 14'-2' 15'-2" 43 13'-+" 14'-3- SO 12'73' 13'-V 55 60 10'-2' 65 9'-5' ]0 W-9' 9-+' 5 e'-9' INST 11 a_A�nDN I ECMn CONCRETE & WOOD MµSORY WALL A. B, C, O, E. M. N, 0. P. 0. MOUNTING r, K & L R. S, & V. rLOOR/CBLNG MtlV--II G, H. & M 0 MIDMUM SHUTTER SPAN -L+- OR •L "FOR NSTAlIATI0N5 IWO WOOD SHAL. BE UMOED TO 105 p.L ASD. DESIGN PRESSURE RATING. t W CORNER CENTERVATE eJ MY BE USED AT ALL MOUNTING NSTALLAnONS. LOCNINC $PELiFIG1N)N! SIWL BE AS NWGTFD ON MANDATORY CONDITION /2 NDIE B5, SHEET 5. tt EXCEPT THAT uA1011UiA SNIIm SPµ L+' OR L-' AND MAXIMUM ASD. DOSING FAF191RE MTOIC FOR OISTAWTW6 INTO CONCRETE OR CGNOiDE BLOCK SHALL BE UNUM AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +BA, 72 P.p.f, AND B'-0' SPAN. SEE MOUNTINGCM)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WINO ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" n HV BLADE FLORDA BU 02017 111100. INC. T EEC0 A.S.S.A. TINT TESTING & ENGINEERING COMPANY Arflefican Shutter System! els9 N.w. 2. s FM. Ma NALXL GNIMM, ROSP+MI. ABsoclOUon, Inc. PIw.: VIM)Pt-15M . re I (M)871-1531 4268 Westroaes Drive p- - VU,P � W-N26719 West Palm Beach, FL 33407 w 101 A nWT Jr. PE FIDR9A ITc 1 44187 (1) L+: MNUMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE RATING. L-: NAX. A10VABLE SPAN FOR A GIVEN NEGATIVE ASD. 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