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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: L BERTHA H.Y. ACCORDION SHUTTER SYSTEM MOM ON THIS PRODUCT EVALUAMN MUMENF (P.C.OJ H45 BEEN VERIFlm BUILDING CODFOR CpMPU0.VCE IN ACCOPDMCE WILL ME I'll (GU EOIigN) OF ME FLORIDAE IHM WCOROION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH vE HURRICANE 20NE5. DESIGN MND LOWS SHN1 BE DETERMWEO AS PER SECTION 1620 OF THE ABODE MENTIONED CODE, FOR A BASIC WIND SPEW REODUtED BY ME JURISOICIION MERE SHUTTER KILL BE INSTALLED MUM A ERECTIOM JTY FACTOR K0=0.85. USING MCE 7-10 AND SHALL NOT EXCEED ME MAXIMUM (A5.03 DESIGN PRF35URE RATINGS INDICATED ON SHEETS it THRU 15. 19 & 20. IN DRIER TO VIAN ME ABOVE CONDITION, ULTIMATE DESIGN NANO LOWS DETUDIINED PER MCE 7-10 WALL BE FIST REDUCED TO &S.D. OMR N WHO LOADS BY MMN`LYMG MEN BY 06 IN ORDER TO COMPARE THESE W/ MALL. (&SO) DESIGN PRESSURE RATINGS TNDIMTEO ON SHEETS IT THRU 15, 19 & 2M W ORDER TO Y£WFY PUT COMPONENTS AND ANCHORS ON THIS P.M. AS TESTED, WERE NOT OVER SIRESSEED, A W S INCREASE IN ALLOWABLE MREOW SS MR WIND LOWS WAS fm USED IN THEIR AMLYSTS NCWENER, A WIND DURATION FACTOR CD-1.W WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA M.V. ACCORDION SHUTTER SY EM'S ADWUACY FOR WIND AND LARGE MISSILE IMPACT LOW HAS BEEN VERBTED IN ACCORpMCE WIN SECTION i W9.1.2 OF ME PBWE MENTIONED CODE M PER AN. REPORTS: -HV BLADE O' 10214,01-03. /071501-0 , 01004.01-05, 1121441-05. E0317.02-06, 106M,01-10 MD 10210.01-11 AS PER TAS-201, TM-202 AND TM-203 PROTOCOLS AND MUM f-I886 AND E-1996 STANDARDS (MISSILE LEVEL. D. WIND ZONES 1, 2 & 3) & #1220,01-10 AS PER INS 201, 203 & 203 PROTOCOLS I-MOE MISSILE. -HV MNCOW BLADE Q /0505.01-08 M PER AMM E-IB86 AND E-1296 (MISSILE LEVEL 0, WMo ZONES I, 2, 33 TUSC PROTECTION ONLY AND r W25.01-88 M PER TM 202 PROTOCOL 2. W BLADED Me W WRWW BLADE ® ARE ENGINEERED TO MIRK IN UNISON Mal EACH OTHER UNDER ME GENERA. UNNARONS AND CONIUONS OF USE WOICATEO ON SHEET 19 3. BEIOMA N.Y. ACCORDION PINS (W SCREWS). USED AT BLAGM KNUCKLE M0 FOR D:HECT MOON} CONNECTION TO TRANS GRAIL BE 914.275' MO 014.1.75• RESPECTNELY, 410-M MINIMUM SERIES STARLESS STEEL SCPESS M W ISSO WI WELD STRENGTH AND 180 kM TENSILE STRENGTH, PINS MALL BE COALED M, SUN, W 0ACR,P,UR COATING SYSTEM M MMUFACNRED BY M ROYW COATING APPLICATORS, REGISTERED MR ANTI SHUTTER SYSTEMS A550CA1gN. PINS MUST BEAR ME WV WARNING ON NOR NFAG. 4. ALL ALUMINUM EXMUEONS SHALL BE ALUMINUM ASSM"ON ALCY ARO MUM AS INDICATED ON SHEETS 2 AND 3. MINIMUM WELD STRINIGTW FOR 6063-TS ALOV IS W.0 kN AND 3S.7 Ivi FOR BOOS-TS AlOY. 5. Al. SCREWS TO BE SVJRUE MEFL 304 OR 316 AS SERIES OR GRANDSON RESISTANT COATED CMBON STEEL M PER ON 50018 MM 50 AW MIN. YIELD MICRON AND 90 kei MIN. TENSILE SMENON, AND MAUL COMPLY W/ FUMDA SALOONS CODE SECTION 2411.3AC c BOLTS TO SE MIN A-W7 GALVANQW STEEL OR AM M4 OR 316 SLIDES STAINLESS STEEL WRH 35 kM MINIMUM rM MUNI 7. SEE ME FOLLOWNO SHEETS MR ANCHOR SPECIFICATIONS, W SADE O` 12.13.14.15 AND 20 W BADE 0 & 9 WORKING IN UNISON: 32. 13 & 15 S. TW16 BERTHA N.V. AWORDON SHUTTER SYSTEM SEARS A U.S. PATENT jW779,582. COMPONENTS OF THIS APPROVAL ME COVERED. W "OLE OR IN PART BY U.S. PATENT 5'458.179 ISSUED TO [ASTERN METAL SUPPLY, WC. / 9. B SHELL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ME SGUNDNES5 OF ME STRUCNRE WHERE SHUREi a TO BE PUNCHED TO MISUSE PROPER ANCHORAGE CONRACTOF TO WHSEAL/CAULK ALL SHUTTER COMPONENT EDGES CH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT N11H THE BUDDING TO PREVENT WM/RAN INTRUSION. 10, EACH UNIT MUST BEM PERMANENT LABEL IN A V,EI PUALE WM WMHNG NOTE: DURING POOR, OF NWPoUUNE WARNINGS HOME AND ECARM. TENAIf. OR ONUS, MUST PROPERLY CLOSE NL NV A}N Hp CENTERMATESENGAGE OR LOCK ALL W AND NO LOCKS. 11, SWUFM MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VMSUE LOCATION AT ACCORDION SHUMM W ACCORDANCE MM SECCON 1709.9.3 OF RORIDA BUILDING CODE. CNE LABEL SHALL BE PLACED MR EVERY OPENING. LABEUNG TO COMPLY AN BECKON 1709.93 OF ME FLORIDA BUILDING CODE 12. BERTHA N.V. ACCORDION SHUTTER SYSTEIA'S INSIAUATICH SHALL COMPLY WNW SPEGS INDICATED IN THIS MAWS PLUS JAY BUBDPK/ AND ZONING REGULMONS PROVIDED BY ME JURISOICNON MERE PERMIT IS APPLIED TO. 13. (a) WS P.ED. PREPMED BY THS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMARON FOR A SIRE SPECIFIC PROJECI; i.e. MERE THE SITE CONDITIONS DEM1ATE FROM ME P.E.D. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSINUATION 1NOLVOWG LIFE SAETY OF MIS PRODUCT, EASED ON THIS P.E.D.. PROVIDED HE/SHE DOES HOT OEYUIE FROM ME CONGITONS DEALER ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 ME COHMACTON'S RESP02NSTBLfTY. (C) THIS P.EB. KILL BE CONSIDERED ONALXI IF ALTERED BY ANY MEANS. (EI SIRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOR@A REGISTERED) ENGINEER OR ARM ECT Might DULL BECOME ME ENGINEER OF RECORD (MR.) FOR THE PROJECT AND WHO WILL BE IMOKSIBLE FOR ME PROPER USE OF ME P£D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO ME P.EO. ENGINEER SHALL SUBMIT TO THIS LATTER ME SALE SPECIFIC DRAMS FOR REVIEW. (0) ORGIMAI P.EO. MAUL BEM WE DATE AND ORIGINµ SEAL AID MATURE OF ME PROPESSIOM4 ENGINEER OF RECORD TART PREPARED IT. TABLE OF CONTENTS GENERA. NOTES SWEET 1 SYSTEM COMPONENTS 1-20 SWEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 IYIMCAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL "NEW BLADE & WNOOW DETAIL ePEe 9• HV glens l7 AND HV WI! DOW BLADE � (WHERE APP T eB Y TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALIAnON DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION PETALS G-M, CONCRETE/BLaCK SWEET 7 CENTERIA E OETAIMB HV SHEET 8 CEMERMATE ALTERNATING DETAILS IN SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPM TABLES SWEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SWEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SWEET 14 MOTOR SCHEDULE- WOOD SWEET IS INSTALLATION DETAILS M-R, WOOD SWEET 16 INSTALLATION DETAILS S-X, WORD SWEET 17 ENO CONNECTION DETAILS 7-12 & X, VJOOD SHEET 18 TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW BLADE in OON SHEET 19 Y INSTPLLATION DUALS. METAL STUD WALLS SHEET 2D THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA LT"w�A�,,.. ..,...✓� 02017 TATTOO. WC. 02017 EASTERN METAL SUPPLY. MC. �/: ��cs rags ,..� p B RTH TM ? A■S■S■A■ Accordion Shutter System SCANNED ; # ; "- ftaADE W/O H.V. WNW RACE BY '• '03P ' ; TItET TESTING &ENGINEERING COMPANY American Shlon, $)r8(BtY19 ff Mt Lc:• 55 6335 TAW N, 34 v1. 30A .R oeopes, NOPN vl AeacCio11on1 Inc. 07/27 17St. Lucie County R^6A6: (305)871.1530. P..: (wSon-1531 4268 YFestroods Drive �`.•' \'V d .-mis WDWest PGllvalm Beach, FL 33407 NNC ND10NA4EMxµTAAED-�TMJF.PE. -107P C LiAk.ECMlAAYI��Da /MTc FLDRM L'e. / .LI67_ UNDER US PATENT @ 5458179 OF USE OF DLADf'_;�-ON SHEET 19 ©HV ADJ. FLOORTRACK QUALIFIED FOR USE W/ HV BLADE (1i L917• J oar --I( C60 �R 35x0' 3 ..11 HV CEILING HEADER OILUILIFIED FOR USE VI/ HV BIADE(II ONLY, SEE SECTIONS FOR VAiDi 6063-16 ALLOY AND TEMPER ACL XMN TMNI a62' SIDE ANGLES IFIED. FOR USE W/ W oa 8 rv= t i N.3e0• 4. 9• �HV UNIVERSA E OAT R QUALIFIED FOR USE W/ HV SLADECI 6005-75 ALLOY AND TEMPER — HV HEADER/BILL QUALIR FOR USE W/ HV BLADE ONL' 6063-T6 ALLO AND TEMP[ 2L1 ALUMINUM ANGLES QUALIFIED FD$ USE W/ HV BLADE 1'ONLY. 6063-T6 ALLOY AND TEMPER O4 OUALFlEO FOR USE W HV LADE 6063-T6 ALLOY AND TEMPER- �8—iHV WALK —OVER TRACK QUALIFIED FOR UEW/ H BLADE di 6063-T6 ALOYATEMPER COMPONENT A D TI T2 C�J x a' u.X..� 1/a' T/e' 1 2' S" IAAff.i at83' I 0.192• 19 2.5' Y MAX.I a.190" 0.190" x' S' NA)(.j 0.139' OJ31- 0 HV 90•/180'- `STARTTR QUALIFIED {,OR USE W/ tN BLADE � fl 6063-% ALLOY AND TEMPER Rg4-k--_A6zQI.OM' e42 S j.920 30 •- 9,HV TRENCH Tpt/q: QUALFILA FOR USE . IN BLADEQ ONLY. 119 HV RAINGUARD QUALIFIED FOR U�1$$1))E V7/ HV 6063-T6 LLO�EpAD TEMPER, 10' \YKA/ C2017 IILTECO. WC 02017 EASTERN METAL SUPPLY, INC. 5 ya •....•CEN • •. = u s�•,. �� B R A V w ,,, �L� A.S.S.A■ Accordion Shutter System / American Shutter Systems KV. BLADE yet W/ CR W/O KV. WN>M aADE TILLIT TESTING 8 ENGINEERING COMPANY , N PaNcmmax wrz OaArm an Lc • TgTE DF j p,Lp� � n]!5 x.e. JSu. s.. 9,. a0.t artc-u GAO(x5, HPAN l "Is Plwn.: (e)W,-m30 . re.: ry051871-1531 Association, Inc. 4268 1Yestmads Drive 1 OLD 15-065 7/it t am o7/n/n 2 5 DRAWINQ No •fs'`•.0R...... a4`YLt3 -ma60nn moaa.�m West Palm Beach, FL 33407 % q••d•�{.t•y II P F: ("tCt/:Gb'P:Aic JnnT: YkTVN A. TRMY J,. PF, HORRID, La, I 44107 ' 7-1 07 A HV CENTERMATE q � FOR U5E O HV BLADE 1 604]-T6 ALLOY AND TEMPEROUa�! 7 a' 7 4ti FRONT PUNANON HV MALEcFNTERuerEMALE �cKr��rc�ue�c ' 1LOCKER FORFOR "T" LOCK NTERMATEO KRY E QUALIFIED FOR USE W/ W BLADE,,I�ONLY QUALIFIED FOR USE W/ NY BLADErNNLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.91J w3• 21A- VA CFD FOR W W/ N(S2� OUALC063 FOR USE AN HV BLADE i & {A 6063-T6 ALLOY AND TEMPER (@ LOCKING RODRODD rn QUALIFIED FOR USE W/ HV BLAOEC111 6063-T6 ALLOY AND TEMPER )INSTALLATION WILL RECUIRE A 7/IF 6063-T6 / 1 , L,3)5"0 Cif HV CORNER 0 ptiFi 60 FOR USE Y 6063-T6 ALLOY Aw ' s• T )sJ- _ A56d' HV FEMAFEMA "T" OcK NTVRuercOCK Nrc�uerc QUALIFIED FOR USE W/ HV BLADE fiIONLY 6063-T6 ALLOY AND TEMPERk') J.16t �N 6 J � HD CEN OVAIl USE VlID & FOR USE VI/ HV DIADEU& 606 6063-i6 ALLOT Np TEMPEp tt/2' '�37/m-20 AISI 304 _RIES S.S TH MESGREV\ QUALIFIED FOR USE W1 W BLADE d 95 Q1 PANtEO MPt%IXp' C tt5T A \0 xi ' • - BAtm PAWTO ro vl ESS wa, 875• 1 J m4 3,8• 1 6AWd.55�efM1NMN PP/59 CRA�'YA (dPp4 M1tA!(p) t , wrzD HV LOCK ® HV EGRESS LOCK QUALIFIED FOR W/ HV QUALIFIED ,�[[''00R USE W/ IN ONLY. BLADE (II & (B ONLY. 2W D.D. me• �2 • M¢10Ep ro- SCpR4 " .e 5•� � �.J60• AFTER RI c'IWO 1/4"ig,-20 X 3/4" BEFORE RI ci1NO S.S. THUMBSCREW t /4"0-20 RIVNUT• *DEMO HNI ALLL.IW (201{-0 ALLOY) EMTar RANGE 1M,V 462R 9"aT Ne,EEW. AM f 6e27. A5 MAN01A=Rm w Awn MVW YRNO(al. PAGyPPEN/. NEW `IASEY wwN 8A LOCK HV ALTERNATIVE LOCK GUALIFIEp FOR USE OUAUFIFD FO USE 5'// HV IV/HV BLADEV""ONLY. BLADE ONLY. 1 ,125• MAt m " 20— BAMMNiEOB6YEBNR WY COCTYnRNL t �g HD LOCK BY SEOENT 11ARgVMORTI E LOCKS SERIES 23M HOON BOLT LOCK. `--QUALIFIED FOR USE 1V/ W SLAOErt &'CA ' 1{{{{{{, P4L ..... F�/lam 9 :. * i' TtT ; 5. STA r ' Ct01'! ttiEt¢. NG IL ECOENQ. TIWi TESTING &ENGINEERING COMPANY um N,W ,ow.x, *.. ALd, e.m„, ewG¢rs. Rmm.. ASt Hwne : (MV871-Ina. Pn.: (J85)0i...... "° "�;;; W%TD, A Sn1R U. P.E. ROROA W. J UTo �+ A A■�7■S■III■ American Shutter sems STt Assoctatlon, Inc. 426E We5V0¢CS DtiVO West Poly, Beach, FL 33407 020{) FJSERN METAL SUPPLY, INC. BER H m Accordion Shutter System RV. MADE1 W R / W/0 HV. YAtOQN BABE . n mttesn5n pert 6RAWN ez ,.c. , R 0 ��''• �OR{Da 'a'c \\5 • •s,S/^�� � � {{I{ p i• •CFdIV A Y+R—(!RATE J DRAWLING NO ' / �' 07 A � SHUTTER ASSEMBLY SCHEDULE FOR HV ( HHV A 01 HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE 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/ p8 HEAD ® IN 2 3/4' ACCORDION PIN Y2/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV 1@ BLADE. I(2) HV PIN ® MAY BE USED IN LIEU OF (a AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/Ih BLADE WHEN CORRESPONDING TO INSTALLATION "11 "• SHEET 7. " RIOR ty� �625' as .p82s' s�[�x e_r .0625 .8835' iNUVAUYL PLASTIC LEXAN 103 :EE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR m.cA .anP.ax 0.6t(T �i� aeoxmes sumRm eannKl: s� rams .Aln smnrn ws,. wse asm >.i. RnwA smw-r..r mo •n nm m.�w o.. u..ao 0 rinwA uoouas sAAo: an m» swex a.u. �.uoo wt aLsa voe am mss a n-aYM n rta� wmn .sN me.s .0 s es.s z u.. 117 r.Tc m F pass ana c-, aAv sry amigo ury mom o, •e r sm Y ra4nmlez anx mss ,tsar. smxxnx ATw wxn,pxc .sn ue awt o..l rn.o au mmcs,wss e-vpa euneaw .sx us us, .+c eew r..+. \\ = S1\•; `�lCENs'[ y�9 y C C2817 TLLiECp, mC. 1LTTC 0- A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods 0. West Palm Beach. FL 33407 02017 FASIERN METAL SUPPLY. INC. BERTHAN TM Accordion Shutter System H v. aaDE pt w/ OR W/o R v. xt mx BLADE J \� 'F off•. (nBmP: .kr .\\\ TILLIT TESTING & ENGINEERING COMPANY .ass Rw .:e,. r. s . su•.rz.. wm none. N. ppslenns» . r .: N05).71-1sa, mws `" nIUR 0. xWT U. PL npxm\ u.. F ..tpr rv. x o2scnenox prsp pnexu BC to I oL0 t5-Gas Iryryt wrz: G>/27/A P.E. SEAL/SIGNATURE/DATE n DRAWING No 17-1 07 l ®•0" 'll 2 ! ©-CIIw©' CIPIDa �• I BIw 1 g. Ld , 9.. �n�. 5� TYPICAL (1)HV BLADE SHUTTER ELEVATION N.T.S. LOCKS , L 0SHALL LO IOCAYION .� QS /'� _ h t¢ Nec3 BE USED IF MAY ALSO BE __v OF CORNER ENTERMATE 1,41 Wp� HV LOCK �} a SHALLBE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPµ SXUIIEN SPAY PoR SPANS UP TO 105', µO FOR INSUL TONS T MO' BE USED AS µINSIDE OROUTSIDE LOCK, ATTACHED TO OI/Y LOND FIAT NFAD S5. M.S. LOCATION OF LOCK SHALL BE AS INOICA 'MOM" /I• IF p FOR SECURRY PURPOSFG, UP TO TAD Hv OR r(§ MAY BE USED %5 AN INSIDE OR OUTSIDE LOLK CONNECTION OF LOCKS TO CENTERMAIES 03 E AS w01 BE AS INDICATED ON TYPICEJ. SHUTTER ELEVATION. SHUTTER PERFORMANCE. LOCKINO RODS C15 OH µ AL'TERNATNE OM EY POSTDON (NON HURRICANE POSRIONI. BE READ S.S. MS. TWO LOCKING RODS TED ON TYPICAL SHUTTER ELEVATION. ON SHEET 12. AUUIfx 'c LUCK Uy MAY BE USED AS µiNSIOE-OR OUTSIDE LOCK. ATTACHMENT OF I/A'o-20.7/!' S.S. THUMBSCREW TO UI, OR Q CENTERMATES SMALL BE MADE W/ 1/4•0-200/4• ALUN, RNNUT AS SHOWN ON SECTION HVE, SHEET O, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/0 OF SHUTTER SPAN. 6 u_wnLTOW CONDRION All ONE HV LOCK Q3 or or SMALL BE USED AT 1/2 OF 5H SPµ FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BO', 910 FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 9 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21% or @ SOAMEIRICAL CENTERMATES W/ (2) 1/4'-20 K 1/2• LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS S`S w/ OR OOP TOP AND BOTTOM IS COMPLETELY MANDATORY. "NOTES ON HV "T" LOCKS AND NT RMATES' AT IS ON HD LOCKS& C FFKJJIy��TFRIAAT e. I. NO LM N Wl No rYNaRMATES (� '•1 l rl ONE ALTERNATE NO LOCK`D MAYBE USED w LOU OF MA LOIX512s OR FOR A]A' SPAN AND MSTALUDCM AT ANY EL,EcV�ATION. ALTERNATE ND LOCK @ MAY DE USED AS AN INSIDE OR OUTBID LOCK. ATTACHMENT OF NO LOCK TO C:' IS W/ 0 (B K 3/e• F,h. S,S.M.S., AND INCLINES REINF'ORCEMEHr INSERT ,� AS SHOW ON SECTIONS NOB -NAND NOO-HVC, SHELT 10. LOCK MAY BE INSTALLED AT MNSPAN OR 12• MQOMUN BELOW OR ABOVE MDSPAN, USE OF LOCKING ROM CM Is WMPLEIELY OPTIONAL LII �r . CEN •••• _ .2017 MTECO. INC. 02017 EASTERN METAL SUPPLY. INC. J sF•..y; IL E C O ENC. A S S A • • • • ERT HV, Accordion Shutter System RADE T •0 . . ]6' •5 TIWT TESTING @ ENGINEERING American ShUHer stems NV. BADE #1 w OR W/O NY. w=w EiF 12515-05 oArc 04/.eN w: lC F O '._ ,c �A _:•WQ•LYE COMPANY vm Inc. A OLO le-0e5 /2]/I Wm 0>/2]/1] d)71AAA,.r,or,r,'O,nmu Fnm.: (]Wie]I-Ip`A , m. ; (ws)sn-Ivl • T FP" 268 VVestr... t Pal Beach, Drive Wesl Palm Beach, FL 33407 -- i a a DRAVYING No =s_/ ,3.-I" ONAL EN EB-I A WA m A 1wT . P.E. 17-107 or erWYee fIce, uec rn..e FILMS Uc 8 AaC] _ — CONCRETE ANCHORS - (SEE SCNEDUIE ON SXEET I3 } ^— rED I 18&I.KUEA, (EL[ uOuxTxrv` OoN avm Tj �••^ ^•••• ��+ v _ xrtcna _(SEE SCNEDIIEE ON SHEET t3) NUTS a 12' O.C. s fu= 12o, 4 EG lrt E INJaCNIM1'f aaJ t' 55. 1. f II . _ In -- USING 1/4'-20 NUS; ___• 19 (-EO f0 Ix' O.C. 1/2Y T I E D• 25o M.P. _ _ t3 Gs 5 E D r, I E `\ .2W Ma,. Co.• F UP, ' ! �wTroxu ( My saw.Ta, III BADE /1D M W fM �� ' q 1 OR (R0 MLv. SEPARAtroN ro cuss t E%15]U � Bpn�a ' AIR. SERARATION TO CLASS 7 DU;DNc WAS—}—�'"(SEE SCHEDULE GN "M 11) 7(MX SCHEDULE CA SHEET 11) XlsnxG I Gvss, (A1 HV WALL HEADER@C L BY WALL HEADER INSTALLATION 8� HY WALL HEADER INSTALLATION + KEYSTON FATS SEAS iVLe+OOI Tp aIns (9P I +,`,� 0 7 OR Uyyy, 1 MIN. SEPAUATON TO OS CA pt, G'j--_(SEE SCMEDUI[ ON SHED 11)' } 4 Ii,, AFA B IOivo SEpppATION TO GLtSS ' (SEE SCHEDURE ON SHED I1) i ' xlsso�tl0y § E%ISiIYG G1Ass- I OPAOIIAL � � -• E..._. L D.• OPNoNu p Vr MP,. G? E. 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NJ ;• 4 L G C O E N G. A■SSA A T Accordion Shutter System KV. aAOE Ai W/ OR W/O KV. wNDOW YAx "• a: �� TIWT TESTING a ENGINEERING COMPANY American Shutter ST8+eals Cv. x °nCmPPOH Oxa CALrvN gn ' T •'•. i fl f31 •- ORiOP;K,rLnJ .1 A- xam, A. YN. M. PREA, ru°DIs, neRx. "Is,A38oc1a110nr Ina. 1 OLD 15-085 ) ] I lG PAtG O] 27 li / �..�-1c^�^ Pwn. I (nBejexl-Imo . ro, : nof)e]I-IeJ1 4268 Westroads Drive x ',%ALENO,I+ ` mN: MO710 ED-00aB�1p West Palm Beoch, FL 334— ] DRAYANG No ' �� r rICNAT WRORMA t 17-107 P.E. SEAL/SICNATUREJOATE Lk. E At16)L 5 I cucFT POURED CONCRETE ANCHORS CONCRETE k(SEE SCHEDULE ON SHEEP 13) REED RED ME Or' .O R MPIIL E%,9 to SO f i 11 LR 13 eu i �; ,I I C• Ste"NG ` Whit— CEDE I SUU/ 10 Pg1 ODPU) " 1NFERQ S" POVRE M s4Fr IO Fpa 1 D CONCRO 01ffi@f� —1 REQUIRE HV CEILING INSTALLATION FR. Q E%ISM1Y.G Par ,N CLASS 8 1�f• it4%]/4• HEX HFM.J; TEK SCREWS a 9. O.C. OR 1/4b-20 S.S.'A.5 COMPETE ANCHORS R ai. w/ NL9' O.C. 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Fm : (5IIy1071-1631 4268 Plestmods Drive swan: fs-coonTla IAut+RAM.avrit West Peim Beech, FL 33407 - wµOR A T .0 P. ROR/ iW k 67 I4a N (1) L+: MMMUM ALLOWABLE SPµ FOR A GN01 POSfivE ARM. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A CNEN NEOATNE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN MR WAL MOVNNNCS (TOP/BOTTOM) Ofl FLOOR/CENNG CIVEN A POSITIVE k&D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPµ 'L+' FROM SCHEDULE. OWN A NEGATNE AS.O. DESIGN PRESSURE RMInG. DETERMINE MAoMUM SPAN 'L- MM SCHEDULE. RAM. 1TORMUM ALLOWADLE SPAN IS DOM TO THE MINIMUM DETERMINED SPAN BETWEEN 'Li AND -L--' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CRUNG MOUNTINGS: FOR A CNEN POSTVE A.S.D. DESIGN PRESSURE RATING: DETERMINU LI+. MAX. SPµ FOR WALL MOUNTWG I1,54ALIATIONS. U+= MAX. SPAR FOR FLOOR/CEIUNG MOUNTING INSINUATIONS. FOR A OMEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: 0660AINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LT-- MAX. SPAN FOR FLOOR/CEILNG MOUNTING INSTALLATIONS. FINAL MAXUAUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN %,+, %L . 11= AND 'L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAMMUM AULOWA9LE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Accordion Shutter System KV. BLADE #i W/ OR W/O FLY. 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For. is05)9>1-um 'ss�ONAL wv.,rnM- n',.fie.c P.E. SEd'14IRNATIIRE/BATE noww Uc / wmr w ANCEDNOLOGYO-SET SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE MIARATION9 OF USE fOR etAGE IA ON SHEET :S n HV BLADE OR n HV BLADE W/ 16Ai HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. MADE M1 W/ OR W/0 KY. MNG No 7-107 Fallen OdgRl[/iQgQR RID]{ Paa� OONi✓fh usvN'1AYa`.NI (g)WALL SILL MOUNTING @CEILING MOUNTING (R)FLOOR MOUNTING (fl) b D L6Lv b IL(AVR N JS f. 90 tN 0.tiWB tU) 20a ]0 A. •0 NF4AW£ 60 ]b R�ffi,2 N 120 RN#�G 160 }OS JO 0. 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EMT & (Uhl. re . 3 IQ 1/1'6 BLUE TO CONCRETE µtHOR$ W/ CO AS NMUFACTUREO BY FIDNIDA FASTE NE, DIRECT, WC, GP. 1'c t 4tl} - I/4b TAPPER+ ANCHORS AS MCMIFACTUREO BY POWERS FASTENERS, W:M AOVAttC£D T ift'CWORM TECHNOLOGY WC. AND DRTRBUR, BY ALL M,m SCREW, BOLT & BKMW COURANT OR ANY DRIER IPPROVd UCENSEO OR AUTHORIED VENDOR REGISTERED N1TN THE MEIUCM $NUTTER Sr.TCI[G MSI]CI,WN, INC (Alin. I'c - 3 w) ALL P"S SOUO-SEI BLUE TO W/ cNP NOTES: TOPER+ At) MININUN EMBEDNENT INTO FWRED CONCRETE OF TOCGN OR TOCON MIN A➢VANCEO IHREADFORIY TECHNOLOGY ANCHORS AMC WM* µ[HORS 6 1 3/4-, ANO FOR BLUE TO W/ CO µ[HORS a 1 1/2% • 5q UMNM15 a VN; FON At) MINMUM ELIBEDME)n OF 1/4'0 P 3/4' A11 PpWTS SWO-SET ANCHORS SN4LL BE J/B' INTO ME FIGURED CONCRETE. W dBFDLI£M INTO eTUCC0 SHALL SE PERNOTED, 1/4.0-20 S.S. NACIME SMM LASED $NULL BE 1 1/2' LONG MWWUM SHOULD 0A9[ f�+C,' cn qqp 1y STUCCD Mst, AND 1' NW WUN FOR W-11 WRH NO STUCCO. AJ) IN CASE BUNT PRECAST STONE, PRECUT CONCRETE PMELS, PAVERS OR MD' VdEFA BE FOVNO ON FINE EOSIWG WALL OR FLOOR, ANCHORS SHVLL BE LONG TNOIION M REEF THE MNN STRUCTUNE BEMND SNP WALL RNRHES. ANGNORµY SHALL BE AS IN@LA]ED pry ROM XI) IS A2) I]IOVE, FOR INSULATIONS ON MM SONG OR am WIM CD wR,M MURAL SWEE CONSULT T1C, MaoaaV, FOR WSTFIIARDN I= am Valf NAIL BRINGS SCE SHEET 20. (0) TO EaSNlG CONCRETE BLOCK: (ASTI, C-90) - 1/4.0 TIPCON M TOWN WRH ADVANCED TNREApFORM 1ELNHOIDGY µWOKS, M NMUFIDTLIRM BY I.T.% BWWM - I/4'P A 3/4• A PORES SOLID -SEC ANCHORB, AS CGINGLIEO W 411 PoWiS SCM. BOLT & SPEC" MIOANY. - 1/4'b BLUE TO CONEREFE MEINERS W/ CO AS MMUAICTUREV BY romp ORRENERS aRECR, INC, - 1/4'0 TAPPER+ MCHORS M NMTIFACTURED BY POWERS FASTENERS, WC, MD OISIR:C,1GBO BY ALL POINTS SCREW, BOLT & SPELULW COMPANY OR Na OTHER APPROVED UCENSEO OR ADT(OMZEO VENDOR REGISTERED WDN THE MM,,, SNIIWER SYSfp15,4SSDCUDa. INC. NOTES B.I) MININUN dBEDUENT IWO CONCRETE BLOCK OF TOCON, BLUE TO W/ CO ANCHORS AND TOPER. IWCHDRS R 1 1/4' MD TAKEN MR 40VMCE0 TIIRVAFORM TECHNOLOGY ACHDRS IS 1'. 0.]) NWIWN WGEDMCNT OF t/4b A 3/4' ALL POINTS SEUD-SET ANCHORS SIWL BE ENTIRELY dREDDED INTO FEE CONCRETE MM NO dBEOMEID IWO STUCCO SHALLL BE PERNETED. 1/4- 0-20 SS. MACHWE SCRflN, USED 5H4LL BE 1 1/2' LWG NINIUUM SNWW S,0000 Mg. MD 1' MINIMUM FOR WALLS WITH NO STUCCO. B.]) IN SENL N BE M GRB THAT G ENOUGH Tp µFACE THEENUN STRIKAIIERS OR lIN 5VB WAN(L E MR,M,,,, RON B CNE, µCNOE BE IHaGco, ON SERVE ei) & 83) 4BOVE. FOR INSTALIATgN9 W WNR SaUO OR an MW W,,W MUg STUDS CONSULT THR ENGINEER FOR WSAIUTEN WRAP EBS WRH NET& STUDS SEE SHEET 20. (C) MCHORS SNNL BE RENNITO FOLLONWG ALL OF THE RECOUMVIINVION5 AND. SPECIRGTONS BF ME MCMOR'S MANUFACNM (0) SEE WHEOUTE BELOW FOR F.. 1 Frnl u� .A 1 4BA E AB' L B EDGE DISTANCE VERSUS SPACW9 SCHEDULE FOR H HORS mimum MaIOR SPAaNGS ME VHIB FOR me MANtE5 INgGhD BELON. fqi E 0. 1F55 TNAY lEE WpG]FD, REW[E MCHDR SPKBIC BY NULDFLNNG SPACWO $NDMN G' SCMEGIAE 01' RNE i011OtnNG FACipgS. REDUCED SPAam ORFNNEO U61ND F/ .. SHALL NOT BE M55 IXNI MIMMUN SaACng TND TN FOR LKN ANCNOR T,,1 ACTUAL FACTOR EDGE DICTANCE TAPCON TPPCON VIRTU AOYµCED TNREAOFOR I TECHNOLOGY pll POIM SOLID SET ME TAP W / CO TAPPER + uIN. SP4[ING ].SI! 4 E0. MIN. SPACING = 25 1 RW. EPALWG - 3• JLNL SPACING - J 1/2 MIN. SPApNO - 3' PoC NMp1E�1E BLOWat& --R � R� NT•D CdLCNflE k PWgEO CONCRETE & WTER.2IIV 102 E0.•Y uN Ea•3 Ilr MiLL EA..2'Ir �" WOCK COIN �OCK BOLL CA E 3' 21/2' 1.0 - 0.90 1.0 0.)e 1.0 0.84 IA 0.61 IA - _ 0.1iT 0.51 1.0 0.91 1 1 2' ONIJ TINT O. W[, t > � I L�T�TE O N- TIWT TESTING & ENGINEERING COMPANY 6355 qw. Mtn. 51. Sh. pygP3. 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