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HomeMy WebLinkAboutSET UP-INSTALLATIONS.4" i rXCVC1VCU GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (ISM EOMON) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSEN SHALL NOT BE WSTAUED AT HIM VELOCITY HURIECANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. MR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DREmONAIIIY FACTOR KE=0.85, USING ASCE 7-10 AND SHALL NOT DOUG THE MAXIMUM (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LEADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPME THESE W/ MAX. (A -SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON MIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR ANALYSIS. HOWEVER, A WINO DURATION FACTOR W-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERHA H.V. ACCORDION SHUTTER SYSTEMS ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AR REPORTS: -W BLADE 0 /0214.01-03, #0715.01-03, #1004.01-05. #1214.01-05, 00317.02-06, #0601.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TM-203 PROTOCOLS AND ASIM E-HR,; AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & /122D.01-10 AB PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -W WINDOW BLADE m /U505.01-ae AS PER ASTER E-1886 MD E-1996 (MISSILE LEVEL D, WEND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND d 0725.D1-88 AS PER TAS 202 PROTOCOL 2. W BLADE 0 AND W WINDOW BLADE 8 ME ENGINEERED TO WORK W UNSON WITH EACH OTHER UNDER THE GENERA. LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (W SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SNALL BE Y14x275' AND ®14x1.75- RESPECIIVELY. 41D-HT MINIMUM SERIES SANLFSS STEEL SCREWS AM IM 0 MI YIELD STRENGTH AND 160 M TENSILE STRMSHALL, GM. PINS SHABE COATED WITH BERTHA W DACROMAZIG COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUOATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCATON. PINS MUST BEM THE W MANKIND ON THDR HEAD. 4. ALL ALUMINUM EXTRUSIONS SW BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGM FOR 6063-T6 ALLOY IS 3D.0 kpl AND 35.7 kxi FOR 5005-T5 ALLEY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AUH SERIES OR CORROSION RESISTANT DOMED CARBON STEEL AS PER DIN 50018 WITH 50 Mi MIN. YIELD STRENGTH AND 90 kci MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING MOE SECTION 2411.33.4. 6. EOLTS TO BE ASTER A-307 GAVANMED $EEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Mi MINIMUM YIELD MIERGEH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPEGFICATIONS: W BLADE Q : 12.13.74.15 AND 20 W BADE 0 & G WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779.582. COMPONENTS OF THIS APPROVAL ME COhRF.D, IN WHOLE OR IN PAT BY U.S. PATENT 05'45B,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUU( ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN NMOSM. HL EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUSE PROPERLY CLOSE ALL W MD HD CBJTERMAIES MD ENGAGE OR LOCI( ALL W AND HD LOCKS. 11. SHUTTER MANFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCOROANM WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE IMEL SHALL BE PLACED MR EVERY OPENING. LABELING TO COMPLY WITH SECTION IM9.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SY51EM'S INSTALLATION SHALL COMPLY WAIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED M THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.EO. PREPARED BY THIS ENGINEER IS GMERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT: I.e. WHERE THE SIZE CONDITIONS DEVIATE FROM THE RED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTON, PURCHME MD INSTA1lATION INCLUDING UM SAFETY OF THIS PRODUCT, BASED ON'THR P.E.D., PROVIDED HE/SHE DOER NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUMENT. CCNSTHUCTION SAFETY AT BITE IS THE COMRACIOR'S RESPONSIBILITY. (C) MIS P.ED. WILL BE. CONSIDERED HNWLID IF ALTERED BY ANY MEANS. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.ED. WORM SHALL SUBMIT TO MIS TATTER THE SHE SPECiTC DRAWINGS FOR REVIEW. (0) ORIGINAL RED. SHILL BEM THE MIE AND ORIGINAL SEAL MD SGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED M OCT 2 2 2018 Lucie COunty Pei-, TABLE OF CONI NTS AREA 1, ±U-BLADESD&RA GENERAL NOTES SH, SYSTEM COMPONENTS 1-20 SHI SYSTEM COMPONENTS 21�17 SR TYPICAL SHUTTER ASSEMBLY 38-µ SHI TYPICAL WINDOW BLADE & VINDOW DEM0. AREA 2• HV BLADE ff) AND HV WINDDW (WHERE APE CAB F1 DI ADI TYPICAL SHUTTER FIEVATICN & NOTES DN LOGS SHE INSTALLATION DETAILS A-F, CONOREWELOCK SHE INSTALLATION DETAILS G-M, EGNMETEfGELCM SHE CENIERMATE DUALS HV SHE CENIMIAAIE ALTERNATING DEALS TINT SHE END CONNECTION DETAILS 1-6. CONCRDE/RLOtl( SHE MAXIMUM SPAN TABLES SHE ANCHOR SCHEDULE- CONCRETE & BLOM SHE ANCHOR SCHEDULE- CONCRETE & BLOCK SHE ANCHOR SCHEDULE- CONCRETE & BLOCK SHE ANCHOR SCHEDULE- MOD SHE INSTALLATION DEEMS M-R, WEDDED SHE INSTALLATION DEALS 5-X, AVOID ME] END CONNECTION DUALS 7-12 & X, MOD ABEA 3• HV WINDOW BLADE & THEE cNi Y TYPICAL SHUTTER ELEVATION AREA 4• HV WINDOW AD (DON SHEE Y INSTALLATION DUALS. METAL STUD YJ,,, SHEE THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORII 3 SCANNED BY q/. fi •..AKf 1-24, Lucie Coun � \Y P / S ��GENSF :�9? ;�/" ? iif/6� `, :. N .• \\ 02017 PLIECO, LNG T �L� E' cp- A.S.&A, American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02019 EASTERN METAL SUPPLY, INC. BERT VTM Acc#1wionShuttIwwBL HV. HALE, W� GR Wf0 H.V. YA)DtnY $ TILLLT TESTING & ENGINEERING COMPANY p]55 xw. ]bµ. M. Ste. ]OS, YWGMIA wgpDyS. FLpgw 3II6 ft..:(3051871-7530. Fa. :(]OS)071-15]I maFe �ooa6eielAam WALTER A TRN Jc P.E. FLORIDA Lk./ 44167 Er. x ppsc9mRpx wrz mown N: I OLD 15-085 7/2T 1 w1C O7/ ;, RO"'—'�' _ s AL�� 111\ '- %NEN,r. P.E.SFALFSIFeNAYDRE/DATE 2 ] OAAWING 17-1 R 5 MM590 6MD6(� -- a . b 0.f5f' l I 3 . 4.999' ( HV SOLID BLADE COVERED UNDER US PATENT $ 5458179 HV WINDOW W NDOW Le LADE LIMITATIONS OF B ON SHEET 19 ©HV ADJ FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE (il 6063-T6 ALLOY AND TEMPER A71 HV CEILING HME Q UFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER I' jr,.o@' MN XIQiY MNI 1� SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 1Q 60G3-T6 ALLOY AND TEMPER ED FOR USE W/ HV BL 6005-TS ALLOY AND TEN J ]3� 085' f.e9T U. ADAPTER WA LIflED FOR USE W/ HV BLADE Q 3-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE � ONLY. 6063-T6 ALLOY AND TEMPER ®HY Q�$E LYICi MOUNT QUALIFIED FOR USE WTHV BLADEM 6063-T6 ALLOY AM TEMPER 8O HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE (1) 6063-T6 ALLOY AND TEMPER 33 HD CEILING HEADER/SI I QUALIFIED FOR USE W/ HV BLADE 1j) SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A a Ti T2 Q 2' 5' MAX. 1/8- 1/a- 2' 5' MAX. 0.192' 0.192- 19 2.5' 7• MAX. 0.190- 0.190- 5g 2' S' MAY. 0.139' 0.131' I.f 1' 1.300' 0 1�s-• OS HV �� /j}�FV 90/180'4'AYCSiARTER QUALIFIEDOR USE W/ HV BLADE 1 6063-76 ALLOY AND TEMPER 0' .990' 1 000' 842 8 12 ' 920 Q9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADEOT ONLY. 6063-T6 ALLOY AND TEMPER VMIEB 1.936- ua. 161 .12 .093' .093-of 670 le. 14 HD WA I RNSE /HV QUALIFIED FOR USE lv% HV BLADE ONLY. 6063-T6 ALLOY AND TEMPER X Y 2' 2' 0.125' 3' 3' 0.090- 20• CORNER POSTS UALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER HV RAINGUARD QUALIFIED FOR U(f��JE W/ HV BLADE A 6063-T6 ALLOY AAD TEMPER %•• 1(1• Wr•"-'• "qz- %± W. a.' �M�x� j• * AWE Df •� L71/ e•,•••cgNp\�1 IIIL P F '%ZFON /�ICNbTIlrtJC /f1LTC 02017 nL[ECO, INC. � L E C A�S�S�A0 Am911DOn ShUHeE Systems A93GCI0�10n1 Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 020W EASTERN. METAL SUPPLY, WC. BERT A VTM Accordion Shutter Syst KV. BLADE #1 W/ CIR W/0 KV. WINDOW B:AE TILLIT TESTING 3 ENGINEERING COMPANY fius Nx. 3eN. St. sb. 305. vaaxu r Da. a5 531 Phmv : (305)871-19D . Fm :. (305)371-1531 r-mm1�. 61gmo�.mm WKm? A r1 Jc P.E. RIXiIOA Uc 1 H167 , x arsc9mn9x DNrz ORAxn e1^. L[ I OLD 15-085 7/27/1 M1E 07/27 1 DRAW�/ING N< 1 / — 1 C J A C5J6' 2.293' .J45' ftQ) •01 .002' q 1.325' p 21rim FOR USE W/ HV BLADE to ONLY 6063-T6 ALLOY AN ER mt 2nC I PUN ry FRONT ELLYAOON �7 LOCKER FORT "" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-TS ALLOY AND TEMPER 31 D CENTERMATE W1 G O QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER VARIES. 12NIN. 1/4' "-2D ss oR 3/01-16 .•X7* lXUN95Oas 3 (SEE CEIAILS) 415• $ ® LOCKING RODD QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER 0 NINSTALLATION WILL. REQUIRE A 7/ HOLE !LIFO AT TRACKS FOR PROP BEDMENT 2 ]6' J' 922' O6� m 0 C T QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ONLY 6063-T6 QUALIFIED FOR USE W/ 6063-T6 ALLOY (gill? NT RMAT 'S INSEM QUALIFIED FOR USE W/ANO HV BLADE(l)& 1� 6063-T6 ALLOY TEMPER SI/2' HV 1/4" 0-20 AISI 304 RIES S-S-1HUMBSCRENS QUALIFIED FOR USE W/ HV BLADE 1Q 1/A•-JO OL 45f 1XFFA'FD "GUSTS E1Y41 1/f-UI B43➢ PNMfD l�bal ml n LL e2A56 C1'1MEA h , INS IowOUE ®HY LOCK ) OUAUFIED FOR USE W/ HV BLADED & ® ONLY. -42' ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADED ONLY. Om.Ste' Ptasnc R TO o uaaLn TDA," BEFORE RNTNC� 1/4"9-20 x 3/4" S.S. THUMBSCREW 1/4"0-20 RI �Eascs e4w NN6iw (J➢N-n Al2M) WtCE 2U SHEET Nu15EsT. PART / ORO. AS 14NUE.YTUREO BY CREFR' TE om PA15pPOV. NEW lv@ O]OSE OF HV ALIERNATIVE LOCK QUALIFIED FOR USE 1Y/ HV BLADE iQ ONLY. -m — b SCS• 3o 0 0' e 4- 0a TIRIRTURN CYLBdfR OR KEY LYDAVat Da]s• un. 1 .12s' umc Q S THuvert KEV OR Oft REY u ,M�_ CYIYIDER 1.73- 11G� ® HD LOCK BY REGENT HARDWARE MORTISE LaCKS SERIES 2 HOOK BOLT LOCH. OUALFIED FOR USE W/ RY BLADE lO& @ 11111 S�'"- ligz SZ 62017 TILTECO. WC. 02017 EASIER! UEO, SUPPLY. INC. P3 .. ; • �CEN ••"•• �� AN c ■ c ■A■ BERTHA HVTM L E C O) N �7 a7 Accordion Shutter Sys * ; d- /• 7 51 HK BIME p1 w/ OR w/o I,, W Hm BL >�� * TILUT TESTING & ENGINEERING COMPANY American Shunter Systems Ev. N DESCRIPTION DATE DRWN Br 'O�°•. 57ATE OF i.� Ai G2Rsars. F1vmA m1G Assoclatlon, Inc. 1 OLD 1s-Des J/n11 6ATe DT/: PR..: (30 ))871-15" . F- ; (305)On-15J1 4268 WestroOds Drive a DRAWING I ���'•20gIDP/' At Y'I, mar. aMcw a.mm West Palm Beach, FL 33407 s S'•• ....... 11 ®-0006JIB _ s/0� � �`�'' 111 WLL1FA .E 1WT 1,. P.E. 4 PF '§FAI a .00", err naaOA La u1s] 5 ....-.- SHUTTER ASSEMBLY SCHEDULE FOR HV III, HV 01 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'•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 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW Y (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV .) OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT XTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 3LAOE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. :3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 3HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET OO TYPICAL SHUTTER ASSEMBLY N.LS. 'r—,�315'o C" I SEPPfUT10 BETWEEN EXTERIOR SILAGE I III � OPENINGS �a>P'F� nl i i 39 i I FOR® l 1 I I (1) OR I ® I ' EXTERIOR •HV PIN 42 OR Ig AT EXT IOR 90 ]24• BLAME'S KNUCKLE. (SEE NOTE • FOR r 0 3 REQUIREMENTS) II B'® ill Ili WHEEL CARRIAGE DETAIL rv. s N.I.S. e�5EM8LY LAYOUT ON f .18]5'I— euOE .0625' igm, v_: .0625 .OVS TYPICAL HV WINDOW B 4DE h POLYCARBONATE HV WINDO rNA IMPA T R eISTANT HV OLON 3103 POLYCARBONAT -STABILIZED GRADE OR SAB PLASTC LEXAN 103 RESIN "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 IPPIIG'0.[ nfSUtT MKK P116@IES ST,ey�, p R6P.Elin£ ��]smc eM�et srfdRc swum M¢SeNW: u1u oss: ouu m! ' o.6as ro! mf nsLP srmwm .sv Pea a.w ,.i esw ww♦L sraxctx .. rtm �1x ono 12,s0o o+a unPo R.at f1FYYPN Y0LWW9 III: • Y OJPo 3,O.ODJ V+] ].I NA RLL xaso® xoo �v wsw Dan 1e rr-e7 n n-mM scarf ofxsm .sry s 645 X xu on. ar euRuxc .sn ohs .1 11 o-1 sass sfv lcxlmx 6sTx olets 1o4P s Reo + areR�tc .\snl oen roml[ slsswm ,vssR xumms ♦s1u hn m02 e..L ee4o r.: lolsaf stress efinef xs.>ewx an ese 8.e1 P..L eneo P.. e20+7 TUECO, INC. zl �L A.S.S.A■ American Shunter $YS1BT9 ASSCOIGR00. Inc.5DAM- 4268 Westroads Drive West Palm Beach, FL 33407 020+7 FJ3IERN METAL SUPPLY, INC. BERTHAVTM Accordion Shutter Sy, H.V. BLADE #1 W/ OR W/O KV. wNww BL \\ \ �ri"•.. `ss/ONALLN01'0\ " SEAL/SIGNATURE/DATE TILLR TESTING &ENGINEERING COMPANY W55 NN. TES 54 So. E GINE RING , M a ]SI6 Phone: (]Os)8]I-Ina .'on [ (]os7e>I-1531 ®oohs] a `om W0.TF2 A TWT Jc P.E. FLORIDA Le. / 4416T RlPnox Ma[ OU MRAwx Ib: 08$ > 2] I a]/, rl DRAWING 1 17-1P.E. SHFFT I sAEETS 10 & IB TTP. FILL EIGHT. ��r,�tltltltr,�tl�rr�en��,t����,� ttttttttttttnln III � O N I�Y�Y�i��47f'1'a�i1�i�Y tttttttttttL'LLrI m• � 0 0 0© 0 0 0 0 O' LO•• O'. 0 0 D O �I ©a�a©, OaOv 10 •�'� 10 • 1©al .T©. 13 a©. 7t✓iy a ©•Q7 • 17a©.O•®a Qs • ®a�. �a�. n� a O•®a®•�a�•e7a�•® TYPICAL 0) BLADE SHUTTER ELEVATION SHUTTER ELEVATION N.T.S. ZzJ OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMAT S- 1. MANDATORY MUMON /1: ONE HV LOCK ® CIO SHALL BE USED, AT 1'/2! GIF SHUiAIER SPAN FAR ANY OR 12• ABOVE OR BEJ.,OW �2 OF SHUTTER SPAY FOR SPANS UP'T0:105, ANOt fi(llS111YS7 DONS T ANY ELEVATON. HV LOCK IDS or MAY BE USED /S µ INSIDE OR OUTSIDE LOCK;, ATTAV" fEm TD OR CENTERMRES W/(2) 1/4"0-20 x 1/2" LONG MT HEAD S.S. M.S. LOWTONI OW sGGI(( SRIALL BE AS INDICATE TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR: FORT SECUIDIM' BWRPOSEs. UP TO 7W( LOCKS 2,; OR Q§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.. CONNEmIOM OF O.00KS TO CENTERNA OR ® SHALL BE AS INDICATED ON NOTE (I) ASOYE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION!. "L U.ICU N ULSIH[U IU ENHANCE SHUTTER PERFORMANCE LOCKING. RODS: (p am Arl MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITON). 4. MANDATORY CONORION 82 ONE HV LOCK ;ey 'EY SHALL BE USED ATi CORNER! GENTIERMATES FOR ANY SI AND INSTALLATIONS AT ANY ELEVATION. HV LUCK or U SHALL BE USEDI AS ANI OUTSIDE OR INSIDE LOCK, ATTACHED TO 23 CORNER CENTFRMATE WI(2) 1/4 0-20 x 1/2" LONG: FEAT HEAID S;M Mi5 TWO LOCKING ROI AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATEDI ONI TYMGAL SHUTTER ELEVAT MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES' SHOWN' OM SBEEIT M. OF 1//"0-20x1/4" S.S. THUMBSCREW TO ®OR CENIERMATES SHRED. BE MADE W%' IW4"0-20x3/4- ALUM, RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED, AT 11//B OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 03 FOR KErSTMF MOUNTING INSTAUAMONS. ONE HW 11MIZ. 8 or @ or EY SHALL USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW' T%2 CIF SHUT= SPAN FOR SPARS TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 Or 41 or. 8: MAN' BE I15® AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 0 SYMMETRICAL CENTERMATES W/ (2)) 1%4"-= " 11/2" LONG FLAT HEAD : M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER' ELEVATION:. USE OF (LOCKING RODS 105 W OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. 'NOTES ON HV "T" LOCKS AND C NT RMAT S•_ DATE HV T LOCK MAY BE INSTALLED IN UEU OF-HY. LOCKS ORt� FC ANY ELEVATION. AL RATE LOCK I, dAY BE USED A AM INSIDI? GRI GUYSSIDE LUDES USING REINFORCING LOCKER ��]J AS SHOWN ONE SELRIONI BVGI. SH,EV IENTERMATES ® AND ® W/ 1/4.0-20 x 1 1/20 LONG: S:S THRIUM) l SOLT 1/4"O-20x1• S.S.M.S. INTO A 1/4"Ox 5/8" RNNUT., LOGIC MAY BE INSTAWLED AND BELOW DSPµ. USE OF TWO LOCKING RODS @;.WP'µD) BOTDM; 16 IAA MI'/ N OR •NOTES ON HD LOCKS & CENTERMATEs• 1. RD LLICIr / HO CENTERMATLs OR 52 W/ ONE ALTERNATE HO L'OITK(l MiAYSE USED IN LOU C HV LOGICS OR 5 FUR ANY SPAN AND INSTAWRONS AT ANY ELEVATION: ALTERNATE NON LOCK; (g MAY BE USED AS AN INSIDE OR OUTSUS LOCK. ATTACHMENT OF HD LOCX S4' TO ®151Y/• x PB' x; 3W FRI. SSYiN . AND NCU REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB -NUB AND HOC-HVC, SHEET LID. LACK: WAY BE INSTALIEU AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPµ. USE OF LOCKING RODS@S S: CGNRLERs, OPTION,. AA1' \Y .� ........... -ram \CENSe'%:j 00017 TILTECO, INC. OTOTA �HiN11MEGL SUPPLY. INC. BEC%•RIH VTM AccordkosShutterSys IL ECOF.�. A.-S.S.A. T •O •• / *' � American Shutter Systems Y RV.'. MADE. #1' W%JOIR WYO FLU WINDOW EL, 1.v. x D6swxn6m w1E DAAwx ar L • 9 i• OF TIWT TESTING &ENGINEERING COMPANY c... ASSOCIa}IDnr (TIC. 1 040- 15'.-QeHi JIIJII WtE CJ/; ;� .• L,\ xr. Mx 6M se. ws. xaow CxaoEHI, F(O6W z11e P6oi.: (JOS)VI-1530 . F- : GIOM JI-MM 4268 Wes,_.. Drive ••• 's (�\�I II1 SNNALEN,1111 R s DRAWING T °-"' ®41J�gFO"' West Palm Beach, FL 33407 wumAnu :.P.E 17-1 n e a`e�T'YMM///i�,n� /n.,r RORaR tie. A 44167 E.I / M CONCRETE ANHORS roR (SEE SCHEDULE ON SHEEP 13))M" I B P�LySTosF (SEE u0uxiwc®oN slEn v) 1 aRl4 ''/ ✓ Min. 1/4.0-P0x3/4'S.S. EO EQ MACHINE SCREWS --- USING I/4'-20 NUTS �I OR Otz'O.C. .350' r/ < r s I ♦� Imo/ /i ar.250' Max. OP ION& i 1 MIN. SEPPRATION TO GLASS I I 1 ON(SEE SCHEDULE ON SHEET II) C � I 0.S5—I 8� HV WALL HEADER INSTALLATION + KEYSTONE MIN. SEPAVU.ION TO .IA 1 ©HV WALL HEADER INSTALLATION _ LIIN. SEPARATION TO GLASS(SEE SCHEDULE ON SHEET 11) 7711 '' OPTIONAL _FI/a' Max. y E: F �,__ Rd / / f OPOONPL __ _ V~ E D.a / : j✓ I I 1 f •/EA. r / I : i 13 OR ox. • 13 aR 7 f 9 Eo Ea r /i O(/ / 2Dx3/a'S.S. F / LIM. f Fri % EQ EO PHIWPS TRUSS HEPO V / ' / MACHNE SCREWS USING F I/PO-20x3/4' S.S. 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DESIGN NE9M IRtESSONE RATING /ND A CORR6PoWIN- MONNON • TP Fl1R CONOPETE aR CONCRETE BLOCK INSTILLATIONS 1. ANCMORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO METING POURED CONCRETE (bin T'C . 0 Eal) - 1/4'0 TPCON OR TACCON WITH ADVANCED MREAOFORM TECHNOLOGY µCHORS, AS N,,NUFACNRED BY LT.W. BUWEK. f. . ANCHORS SPACING LEGEND - 1/4'0 K 3/4' ALL POINTS SWD-SET ANCHORS, AAll POINTS DISTRIBUTED BY APOINTS BOFFIN, BOLT & SPECLLLTY COMPANY. (Yin Fc a TACCON OR - 1/4'0 ME TAP CONCRETEµ[HORS W/ CAP µ YANUF`iCMM BY FLORIDA FA EIS DMOCT. WC (Yin. rP - 2 ks) P TAPCON TIM MCED THREADFORY TECHNOLOGY - 1/4'0 TMPERi µ[HORS µ 1&WUFIDNRED BY POWERS fµIFNERS. INC.. µD DLSIREWED BY ALL PORES SCREW, BOLT & SPEC DO~ OR ANY OMM MPROVEe UCENSED OR AARHORZED VENDOR REGISTERED WITH ME ANERIM SM,,, SYSTEIAS Mae, (RN. FC 0 W) ALL POINTS SOLID -SET BLUE TM W/ CAP NOTES: TAPPER. A') YIRMUM EI2BEDYEM INTO POURED CONCRETE OF TAPDON 0 TAPLbN \vRN MuµCED MPfBOFDRI TEeHNOLOGY CONS µ µ0 -- S 1 3/4', AND FOR ME TAP VI/ GP µ[HORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF VeO , 3/4' ALL POINTS SOLID -SET µ[HORS SNAIL BE 71W INTO ME POURED CONCREIE. NO EY • sE Antra rc vs r. INTO STUCCO SHALL BE PERMITTED. 1/4'0-2a S.S. IZALNINE SCREW USED SN.LLL BE 1 1/2- LONG YWINUY SHOULD STUCCO eIAOE p SIQi to ERSZ. µ0 1' ONNUM FOR WALLS aim NO STUCCO. A]) IN G E THAT PRECAST STONE, PREGST CONCRETE Pµ . FAVORS OR NTY VENEER BE FOUND ON ME OUSTING W& OR R ANCHORS Sh6 BE LONG ENOUGH TO RGCH ME MN SNNCNRE BEHIND SAID WALL FINISHES. µCHORALE SHAEL BE AB WC NORM AI) & A2) µWE FOR WSTA V,NS ON N1NTt SIDING OR On WITH OR W1111011T METAL SNOS CONSULT TIPS ENGINE INSUWknON ORO on WUH N AL SNDS SEE SHEET 20. (B) TO OdSTING CONCRETE BIDCK: (ASN C-90) - 1/4'0 TAPCON OR TAPCON WM ADVANCED MREADFORM TECHNOLOGY µa10R5. AB IbNNUFACNREO BY I.T.W. MIMM - 1/4'0 K 3/4' AIL POINTS sow -SET MCHORS. AS DIMMED BY A POINTS SCREW. BOLT & S,,,W COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ GP AS YANUFAGNRED BY FLORIDA FASIMERS OMIT. INC. - 1/4b TAFPFR4 µLIONS µ YIWUFACNREO Bf POWERS iA51DiBS, INC, µD DISIRIBmED BY ALL POINTS SCREW, BOLT & SPEa COMPANY OR µY OTHER APPROVED YCENSED OR AUTHORIZED MOOR REGISTERED WTM ME µERGµ SHUTTER S]STM,S ASSOCWI NOTES: &I) MWNOM ENBEDNENT INTO CONCRETE BLOCK OF TAC . BLUE TAP W/ CPP µa10R5 µe TAPPER. µ[HORS S 1 1/4' AND WITH M MCED MRSIEFORY TECHNOl00I µ[HORS IS I-. B.2) MINM AI EMBEDMENT OF 1/4'0 K 3/4' ALL POINTS SOLED -SET ANCHORS SHALL BE ENRRELY EMBEDDED INTO ME CONCRETE B EMBEDMENT INTO SNCCO SHALL BE PERMRIED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG NMUM S110U EKIST, AND 1' MWRNM FOR WALLS VirM NO SNCCO. B.]) IN CASE TWAT PREGIST STONE, PROC S CONCRETE PµELS. PAYERS OR .VTY VENEER BE FOUND ON ME EISTING WALL OR itZ ANCHORS SHALL BE LONG ENOUGH TO RFACH ME MAN STRUCTURE BEHIND SAD WALL FINISHES, µCHOPAGE SHALL BE AS M NOTES B.1) & 8.2) ABOVE FOR INSTAIARONS ON VIM. SIDING OR On WITH OR WITHOUT MET& STUDS CONSULT MIS ENGINE FOR INSTALIAnON INTO M WITH MET& SNOS SEE SHEET 20. 1 V 8 V LAD 0 H WI 0 BLADE WORKING IN UNISON (C) µcNORS SHALL BE RIBTAYf11 FOILO.NG ALL OF ME RECOMMENDATIONS AND S MRGTI0N5 W ME µCNORS Mµ,FACTURER. FOR E D. 1.ESS DUN ME McNIED. REDUCE ANCHOR SP vµ LLM ALL P001T SOLN SEr BLZ1E TAP W TAPCON MRFADIbRM TECKNO. / ®olr�eoo�� CM17 MTMO. INC. 9 I L�TT C O ` TILUT TESTING & ENGINEERING COMPANY • bM' Nb. ]BN. A, S.. ,a%... WROaa. FLOG. ]] (we)67I-1530 . F., : (30S)671-IBTI t1 a-m : mectco .w Itl EB-OWB]1B Mst YA TINT P.E IATC RLRIG Ila / 44 1{I6] , AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive I West Palm Beach, FL 33407 KV. MADE EASTERN METAL. SUPPLY. WC. )n Shutter Sys CR W/O KV. WWOW! 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Fo : (3M)871-1531 d11 mp�l: LllacOeelsem s-000bns IvA TnMr Jr.. P.E. nATC FTORI ROHIOA lk, ( 44167 M RDVANCEDHNOLOGYUR—SETP • SEE ANCHOR SPEcinCATIONS ON SHEET 13 O VALID ONLY FOR UP TO +70' J75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE �3, SHEET 11 1O HY BLADE ONLY A.S.S.A. AmerTcan Shutter Systems ASsocTa}ion, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Sys H.V. BLADE #1 W/ OR W/0 H.V. WINDOW HA V. Na I OATS ppAVM 2 I 1 OLD 15-085 T/2]/1 aAffi GI/2 2 DRAWING N 17-1,