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HomeMy WebLinkAboutSET UP-INSTALLATIONSFuggiRwINNOMIRRH 1, BERTHA H.Y. ACCORDION SHUTER MIEN SHOWN ON THIS PRODUCT EVALWTON DOCUMENE (PLA) HAS BEEN VERIFIED FOR MMPWNG5 IN ACCORDANCE WRH ME 2011 (SM EMION) OF ME FLOROA OULLDMO MOE THIS ACCORDION SHDITER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HOPRKMNE ZONES. BESON 'WIND LOADS SM" DE DEIEWRNED AS PER SECTION 1620 OF ME ABOVE MEMONED COOS, FOR A BASIC WINO SPEED REOVRED BY ME JURISDICTION WHERE SNOTED WILL BE INSTALLED WITH A ORECTION4lliY FACTOR KE-0.85, USNO ASCE 7-1C AND SHALL NOT EXCEED ME MMIUUIM (ASO.) OE,,M PBMWI RATINGS INDICATED ON PRICES 11 THRU is. 10 & 20, N ORDER TO MMIFY THE ABOVE CMDBKW, ULTIMATE DESIGN WIND LOADS DEIEIMINM PER ASCE 7-10 S BE FIR, HOOKED TO AST. MEN WIND LOADS BY MULTIPLYiNEN C THEN BY 06 IN ORDER TO COMPARE THESE W/ MAX. (AS.0) OLNEW TIMMURE RATINGS NN,M W ON SHEETS I I TWIN tO 19 & 20, N ORDER TO MINIFY THAT COMPONENTS MB ANCHOR, ON MIS PZM. AS TESTED WIRE NOT OVER STRESSED, A M S INCREASE IN ALLOWABLE SMES5 FOR MIND A WIND D WAS USED, USIN WpR BERTHA N.V.GIACCODON E6RIER TIORSfEN' ADEUUALY FOR WINO AND WOE VERIFICATION MPA, LOAD HAS BEE! ,,SO IN A,oRWCE WITH DOOM ; i6D9.1.2 OF THE ABOVE MENTIONED MOE AS PER An REPORT, -HV BLADE (D 10214,01-0, f0715.01-03, f1004.01-05, 11214D1-05, 00317.02-OL f0GGROI-10 AND fO210.01-11 AS PER TAS-201, TAS-202 µD TAS-203 FROTOWLS AND ABM E-IB56 AND E-1996 STANDARDS (MISSILE W'NEL D, WINO ZONES 1, 2 & 3) & 11220,01-10 AS PER to, Z,1, 203 k 20 PROTED T LARGE MISSIIE -W WARNER BUOE e 10505A1-06 AS PER ASTM E-1ESO AND E-1996 (MIGGLE LEVEL IN WIND ZONES 1, 2, 3) BASC PROTECTION ONLY AND f W25.01-BB AS PER CA, M2 p,,OCOL, 2. W BLADE 0 AND W VANWV( BLADE 0 ARE ENGINEERED TO WORK W UNISON WMH EACH OTHER UNDER ME GENERA. LIMITATIONS µD CONDITIONS OF AGE YCLATED ON SHEET 19 S. BERTHA H.V. ACCORDION PINS MV SCREWS), USED AT BATHS KNUCKLE AND FOR SANDY MOUNT WHOO TNMi TO TRACKS SHALL BE f14XZ75- AND #14AI,T$* HESPECTROY, 410-HT MINIMUM SERIES SHAINUGS STEEL SCREWS MIN 135.E Mst YIED S,,, W AND IN RU MSRE SI,,I pNS SHALL BE EDAiED WOW CORONA W GACROSNIato COME G NVGYW AS MANUFAORIREO BY µPRPVED COMING APPLICATORS. RECEEMIND WITH µERICAN. SHUTTER SYSTEMS M,,, ON. AIMS MUST BEAR ME W MA MC ON WON HEM, 4. µ, ALWMNUN EXTRUSIONS SHALL RE AWMINUM ASBOGAMIN ALLOY µD TEMPER AS WOtATED ON SHEETS 2 µ0 3. MINIMOA YIELD STRENGTH FOR 6083_T6 ALLOY IS JOG MW AND 35.7 Ysi TOR 6tg5-15 ALLOY. 5. All BERM TO BE STARLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 6W, WITH 60 Mai MW, WELD BORROW AND g0 W NM TENSILE SMENGW. AND SHALL COMPLY W/ E-ORM DOWNS CODE SECTOR 2411.3ZA. 8 BOLTS TO BE ASDL A-207 GALVANDIED BLEST, OR AS' 304 OR JIB SERIES RAINLESS STEEL. WITH 35 MW MINIMUM WELD SIRENOM. 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPEXNHGAGONS; W IMAGE 0 : 12,1114,15 AND 20 W RIME Q & @ WORKING W UNISON: 12. 13 & 15 B. THIS BERTHA NV. ACCORDION SHUTTER SYSTEM SEARS A VS. PATENT #V7T9,582. WNPONpRS OF MS APPROVAL ARE COVERED, IN WNGLE OR IN PART BY UB PATER #V458,179 IsGGCB TO EASTERN METAL SUPPLY. MC. 9. R SHALL BE ME R£SPONSBUTY OF WE CONTRACTOR TO KPoFY THE SOMMESS OF THE STRINCNRE "ME SHVIIER IS TO BE ATTACHED M INSURE PROPER µC M,, WNMAMM, M SE'AL/GA6K ALL SHUTTER COMPONENT EDGES WHICH REMAIN, MRU FASTENING W WALLOWS COMMIT WRN WE 6A,,NG TD p,,,SH, WINO/", INTRUSION. 10. EACH UNIT OAST BEAR PERMANENT IAYEL IN A MIGLE PLACE WITH WARNING NOTE OURNG KNOBS OF WIONMANE WARNINGS HOLE CANER, TEAM, OR OMEFS. Nt G, PROPERLY CLOSE ALL WANTING CENIMMATES AND ENGAGE OR LOCK AD- IN AND HD LOCKS. it. SHUTTER N.NOTADWRERS LABEL SHALL BE LOCATED ON A READILY VS1gEE LOMOM At ACCORDION SHUTTER IN ACCORDANCE WOW S,m, 170.9.3 OF FLORIDA BODING CODE ONE LABEL SHALI. BE PLACED MR EVERY OPENING. WAND TO COMPLY WITH SECTOR 17doga OF WE RDRDA SURf6MG WOE TZ. BERTHA M.V. ACCORDION SHUTTER SYSiEM'S INSTALLATION SMALL COMPLY WTHN SPECS ONOR'ATEO IN MB MINING PLUS AN, DOWNS µD ZONNG REGULATIONS pac,to 0 BY ME AWSO:NM WHERE POINT IS APFLED TO. 13. (a) THIS P.ED. PREPARED BY MIS MATCH IS GENETIC µ0 GM, NOT PROVIDE INFORMATION FOR A SHE SManC pM M. i.e. WHERE ME SITE ENELNONS DEVATE FROM M£ P.EO. (5) CONTRACTOR TO DE RESPONSIBLE FOR ME SMICROL PURCHASE AHD IMMAINTION INCLUDING DEC SAFEIY OF MTS PRODUCE, BASED 014 THIS P.ED., TgW,RW HE/SHE DOES NOT DMATE FROM ME "NOTIONS GETARM ON THIS WCUMCA- CONSTRAMON SAFETY AT SHE a ME CONTRACTOR'S ACEMASTSILTY. (K) LINE PEG, WML M WNsMOSSM INVALID IF &TIMOR BY ANY MEANS. (E1 SRE SPECIFIC PROIEC(S SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AYCH TECT WHICH TWILL BECOME ME BMINFFR OF RECORD (EOAI MR THE PROJECT µD WHO ELL BE REVIEW. OX FOR ME PROPER USE OF WE DIED. ENGINEER OF RECORD, ACTING AS A DELEGATED EI,,I TO ME P.ED. ENCINEM ,WLL. SUBMR M LLa LATTER ME SITE SPE01nC DRANDISS FOR REVIEW. (e) ORIGINAL PLC. SHALL REAR ME DATE AND ORIGINAL SEAL µO SiGNAMRE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD WAIT PHERNOW P. ONNI TLLrtE. M. 1, i ECOt.c. ,� 3 TIUJT TESTING k ENGINEERING COMPANY EST& AA 415E xm. Laa. x, sn. ms, MFda GN MVA% RPMA v R 1 A P1fNA ; T306)871�15L0 , Fax; (003)5M-1531 Ap S�Op7AlE -Aw: cmecagaa.wm 1P_POa YH1H J WµOMt d, HINT r. P.E. L,F'kh {SIN34AYIHWF/flATc FLORAL%=f ANTbo • •L k GENERAL NOTES SHEET T SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2L HAM BLADE n AND HV VANDOW BLADE (fn (WHERE APP IL GeB E) IYPICM SHUTTER ELEVATION & NOTES ON LOWS SHEET 5 INSTALLATION DUALS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, MNCRETEjE.00K SHEET 7 CENTERMATE DZ ArtB W SHEET B CERERMATE ALTERNATING DETARs MV SHEET 9 END CONNECTION DUALS 1-6. MNCRETE/BLOCK SHEET to MAXOMUM SPAN TABLES SHEET IT ANCHOR SCHEDULE- CONCRETE 4, BLOCK SHEET 12 ANCHOR SCHEMLE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDAIE- WOOD SHEET 15 WSTATLATION DETAILS M-R, W)OD SHEET 16 WSTALLATION DUMLs S-X, WOOO SHEET 17 END CONNECTOR DETAILS 7-12 & X, WOOD SHEET 18 AREA 3, HV WINDOW II612E tAA ONLY TYPICAL SHARER EIEYATKIN SHUT 19 AREA 4: HV VRNDOW Of AUE n ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 WesMoads DAve West Palm Beach. FL 33407 ......7 "•TM Accordion Shutter System KV. MAX #1 W/ OR W/O KV. VANOW HARE AWING No 17-10 (1 HV SOLID BLADE COVERED UNDER US PATENT S 5458179 1j l HV WINDOW BI AU _, OF USE OF BLAD.�4�'-ON SHEET 19 �HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 1 63-76 ALLOY A 0 UMPEk 1.917' ODA. r w• ma 1.6e6• 11 HV 1 IN0 HEADR 0 FlED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUO 6063-T6 ALLOY AND TEMPER NY XMNYNNt SIDE ANGLES JFIED FOR USE W/ HV eA41 P V L 2@ 30 HV UNIV R A FLOATER QUALIFIED FOR USE W/ HV BLADE(, 5005-75 ALLOY AND TEMPER (E2 HV HEADER/SILS OUALIFIEO FOR USE W/ HV QLADEFPONL' 6063-T6 ALLOY AND TEMPE ALUMINUM ANGLES QUALIFIED F0 USE 14/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER ®' OUAUFlED GOR UfE W NV BLADE IID) 6063-TS ALLOY TEMPER_ OHV WALK—OV R TRACK QUALIFIED FOR U(��$]E W/ ITV 6063-T6 BtLLAaDYE (13 TEMPER CWPONENi A b TI T3 I© 2• 5• MIXi 1/B t/0• Ifi Y' 3' IA.OL 0.192' � 0.192' 19 2.5• 7- VAX. OJW 0.190' 2' 1. S• uA . 0.139" 0.131' 99T' e42 g 125 .920 Q9 HV TRENCH TRACK QUAUFl LA FOR USE . NV StADE l7 ONLY. W/ NV TEMPER USE W/ AND TEMPER Hy RAINGUARD OUAUFlEO FOR Ud(�)E W/ IW 6063-T6 LL141EAliD TEMPER_ I11• �\ )9•••.� T/(1/l : 02017 TAHOA WG C 2017 FASTEAN METAL SUPPLY, M0, ENSF;.�,, A • L E G O INe. A S S A BER A VTM Accordion Shutter System ,,A,3,,, F'+�t� ;• * i TIWT TESTING @ ENOINEFRINO COMPANY ■ ■ ■ ■ American Shutter Systems HV. BLADE S1 W/ OR W/O HV. WN= BLADE ,,, ¢]cNrn6n on LA, ; mu w>•. sen. m„ s°, .loA y�mxa cµ0pq rtpy. y1a Association, Inc. 1 OLD 15-O" 122 1 wr6 07(27/t 7 PA°a:(]9s)m1-1sw.r°.: (303}e71-1 Al "mO[a1e0aO�gC'" 4268 WesWods Drive West Palm Beach. FL 33407 ,p y'"sO'••�RI : 5 DRAWING No S VI01hYn•1 • (•� ,B\ III f�qi{q A TUR b. P£ ' 7—' 07 P F. T10, %�ffxlb"NI /n4TF ITa�A Uc 1 u167 y �..-- HV CENTERMATF ,y FOR USE Yf/ HV BLAOE(il& LY C? 6063-T6 ALLOY AND TEMPE OV 1 PIAM � fFCIR LLLVA1gN 27 LOCKER FOR "T" LOCK OFNTERMAT QUALIFIED FOR USE W/ HY BLADE t@ONLY 6063-TS ALLOT AND TEMPER G QUALIFIED FOR USE W/ HV BLADE L @ A 6063-TS ALLOY AMC TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ RV BLADE Qt 6063-T6 ALLOY AND TEMPER )INSTALLATION WNL REQUIRE A 7/1 'ILLED AT TRACKS FOR PROPER 1 -• d'1 Q HV MALE "T" LnrK CF OUALIF9i0 FOR USE W/ H BLADE 1 MLYIE 6063-T6 ALLOY AND TEMPER / u ,4� J L.3T3'e EeI HV 3/8"0-16 A.FTeI OUAUFIED FOR USE W/ NV BLADE 6063-TG ALLOY AND TEMP'. QUALIFIED USE W/ HV ITERM 81ADE 1 & 6063-TC ALLOY NO TEMPER ft/I' �1H•, bERIES S,S, THUMBSCREyM QUALIFIED FOR USE Yf/ FW BLADED '11111 P`•\�1. :ree,,,!(�/� =. 020,) MiF00. NL 11L ECONc r * C/ * O � � TILUT TESTING k ENGINEERING COMPANY NOf NM. i6T. SL. A,.]R3. N.YfQiA. /Aypq, M1C(W ]l ' .D''•..'`20R{QR. •' �E, 1% c��p 1 tekOR A ,¢uI D F.'cia/ONAenYS or'Snn.r rLaiDA Ix. I.," . " 2' OUAUFlEO FOfl USE 1Y/HV BLACEQ ONLY. PAP m i1 aH qCd PP.ttS CYLNLdt foweu "AIm) ® HV EGRESS LOCK QUALIFIED FOR USE W/ IN BLADE 1Qa (9 ONLY. -260. OA, 31a' Pµ5R0 XFAD " i0 360 ATER 1/4"¢-20 x 3/4" BEFORE RPICTNO wvLilNc S SS S +THE 1 /4"0-20 RUNUP siPoES vu. µyyyyyM «s-n ALLOt7 IArtCE fWIGE no, SYEET'N W. PW I MO. A4 KYNfALTIREO D! AW6 CNE0.W =OF, PHGxP . xEw J[RSEr 0f OR EIXW_ HV ARNATIVE LOCK OUALTELIFIED FOfj USE W/ IEY BLADE I ONLY. Oars- WT . 1 a16' Mo a iNUMgryRN i5J Min LttAtOER 1aa- uc.. ® HD LOCK BY REG" NAIMW MORL13E LOCKS SERFS 23M HOOK BOLT LOCK ^—OUAUFlED FOR USE W/ HV_BLADE i0& CA A.S.S.A. American Shutter Systems Association, Inc. 4268 Wast cads Drive West POII" BwCh• FL 33407 Accordion Shut HV. HADE ®1 W/ O2 W/0 KY. WC. AIMING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV J(D MSLADESED NYLON BUSHING SSED NYLON BUSHING ASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/I6" THICK NYLON 1VHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® NV 1 3/4- ACCORDION PIN W/ ®8 HEAD Y ® HV 2 3/4- ACCORDION PIN W/ 88 HEAD s ® POLYCARSONATE IMPACT RESISTANT HV WINDOW 1� E "1 K i i V 4iV 4 nor T J19'A EXTERIOR 4 �4T�'F T• FOR ® r✓r-� or ©3 !!TT I RSECONRC CNR) I DOR a (i) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR � Mal ewl .l BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. �'p�= SHUTTER ASSEMBLY N. . (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE WHEN "I1', ran" CORRESPONDING TO INSTALLATION SHEET 7. oaa=r o (3) HV PIN @ OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER Tw 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e iHEET ,*EL CARRIAGE DETAIL G) OR i ) 1 � EXTERIOR NY RN © OR(4� AT C% ER10R Buoys KNUCF¢. (SIC NOR FOR nousELENTS) is 1� 1 i ASSEMBLY LAYOUT t•l3. IL ECOlxa. TILUT TESTING i ENGINEERING COMPANY wfi — xM ay. xx ]ox Vnar.] cuwxv nnvr. x] RI«, : fws7e]1-1s]a . re.: (]nsl]n-tut r-�la+ m«eoeeLea,l ®-ooaens nAtRR A 0 4:. RORiOA Lt .4t676J CIE .0625' iF , + v�G a6'15y D623' INUVAIWL PLRSFC LEXAN 103 iEE NOTE "F" ON SHEET 18). POLYCARSONATE SOURCES FOR 4 mr A Img1x] �[ swam manes nsar .e �4 � e Bf� SRC2 maH,ti .]tY nN] aLN 9l � ¢w] b/n� mr�sx � mmzw ..m wv • «e .. am itxa.}y 219E`Cln I.I RIL rSY V)M li.^w Da. 1]..w LL 0. i1LlIeRX Itl%V!S xNl Ufp ]N.N] pat Y].qp pay �°® ga Am ove le n-oA+ n rtc/n slo¢ aomn ASRI MT K fiWA:p .aN wn Poo FI aAA C-I aA9 SFIr IiNbl Alb w0lx W T PA T etos9w vv olv rtv c srt urzv .uoex x nm , w.t .omr sms3S s] eoo.6 nrnRmc usry w] M 6« 1 p,. L � CM eve w+. . AS.S.A. American ShuHer Systems Association, Inc. 4268 Weslroads Drbe West Palm Beoch. FL 33407 H.V. BANE 01 W/ OR W/O H.V. MINING No 17-107 R A` p 'I 1�{i�Y�S;��L'17f'31a�iV�t♦J�ti tsIiLIL`M m` lo•�s�p•6_s�tfij•q,�,A ©-o•@a©•nz•@- TYPICAL n HV BLADE SHUTTER ELEVATION N.Ta NE W LOCK or ®SHALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPAN OF SHUTTER 5Pµ FOR SPANS UP TO 105•, AND MR INST 11DNS T AtO' WY BE USED AS µINSIDE OR OUTSIDE LOCK, ATTACHED I. OR x 1/2• LONO FIAT HEAD S.S. M.B.. LOCATION OF LOCK SHALL BE AS INWG ;2.CONDTON 11R pE5 0 FOR$ECURIN PURPOSESg9 OR Q§ WYOEUSED %5 µ MBIDE OR 00190E LOLYtCONNECTIONOFLOCKSO BE !u^ IN01 BE AS MOIG ON TYPICAL SOURERDSARENOT REQUIREDAT URRICANE POSITION, BUT MAY D SIREDE ip [NXpNCE SHUTTER PERfO CE. LOCKINORp05 Ofl µ W.TEgNATNE DEVICE E USED AT STACKING POSITION (NON HIIRRIreuF ancmnuY .. ONE NV LOCK SXNL BE USED AT CORNER ANY SPAN µD IISTALUiftIiS AT OU1510E OR INSIDE LOCK, ATTACHED TO 13 CORNER CUM,,YE W/(2) 1/4 0-20 v 1/2• LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & 80tiOM SHALL BE USED. LGGAYDN OF LOCK SHAI BE AS INDICATED ON TYPICAL SHURER ELEVATION. MAYIYIRI SHUTTER SPAN SHALL BE DETERMINED AS PEN SCHEDULES SHOWN ON SHEET 12. 5. ONE ALTERNATE W LOCK $g WY eE UBEI1LLIN UEU I NV LOCK or 5 fOR ANY BPµ µ0 E INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0§ WY BE US® AS Al BIDE -OR OUTSIDE LOCK. ATTACHMENT 4 OF UT AS SHOWN S.S. THUMBSCREW TO QI OR N CENFERNATES SHALL BE MADE W/ 1/4.0-20AJ/4• ALUM S$� NYNVf AS SHOWN ON SECTION NE, SNEE7 & ON LOCK SHA L BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. & MANDATORY CONDITION IT FOR KEYSTONE MOUNTING INSI OM ME MY LOOK m or ® or 0 SHN.L. BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12' ABI OR BELOW 1/2 OF SMUTTFR SPUN FOR SPµS UP TO III AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ 0r 23 or @ WY BE USED AS AN INSIDE OR OUTSIDE LOCI(, ATTACHED TO @ or @ SYNMEnUGAL CENTERWTES W/ (2) 1/4--20 x 1/2• LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER DuEoITM, USE OF LOCNMG RODS „CY OR ® TOP AND BOTTOM a COMPLETELY MANDATORY. W/ 0 *NOTES ON HIM DT" LOCKS AND COTERMATES, OF CORNER �j CENTERtdAIE i1�51 NDO�B AT ANY Ell IEI I(LMO, AL HATE LOCKI MAY BE K��OD�O�Y IBE USED AN UEU OFS AN MSIOE�pR 0 OC LOCK. ATTACHMEOR FOR ANY SI DNT OF LACK Q� INCLUDES USING REINFORCING LOCKEpJA AS snow ON SECTION XVG. SHEET 9, WHICH MUST BE CONNECTED TO CENIERMATES µ6 0 W/ 1/4"1 x 1 1/2' LONG S.S. THREADED BOLT W/ 2/8.0 x 3/32• WINONUT OR W/ 1/4"P-2a•1• S.S.M.S. INTO A T/4.Ox 5/5' RNNULyOCK WY BE INSTAl1E0 pT 4105PAN OR 12- UMNINUM AHWE µD BELOW WDEPµ, USE OF 7W0 LOCKING RODS D$ T� AND BOTOU IS MANnamRY (NOTES ON HD LOC ERMATEc. I I• r : ONE ALTERNATE ND LOCI MA�YfB]E USED IN UEU OF MA wasp OR Ri FUN ANY SPAN AND INSTAtIARONS AT ANY ELEVATKM. ALTERNATE ND LOCK V MAY BE USm AS AN MIX OR OUTSID LOCK ATTACHMENT OF HO LOCK TO IS W/ 3 is A 3/8• F.H. S.S.M.S.. AND INCLUDES RFORCEMENi INSERT AS SHOWN ON SECTIONS H08- ANDHDC DN-HNC, SHEET 10. LOOK My BE INSTALLED AT WORM OR 12• MAYIMUN BELOW OR ADOVE W,,M. USE OF LOCKNG ROD$ CE IS GOMPLE(ELY OPnI �x MOIJ mIECO. wC. TL l �.' TILLIT TESTING & ENGINEERING COMPANY li3J Nx. Jmh SL M ]6f. Nw• x b1M'OIK rtdfx D �:�!-\ \\\\ veeA.: Pw)BTt-Isw . rm : TJ0]IenavY FLOAOA Ca A.S.S.A. American Shutter Systems Asspciciflan, Inc. 426E Westroads DI West PI Beach, FL 33407 Accordion Shut FLY. RARE RI W/ OR W/O H.V. TM AWING No 17-107 'METE ARMORS PCUREO CONCRETE CONCRETE TE CONCRETE OPOURED (SEE 14>, PE ON OR CONCRETE BLOCK C RrgU1REO PEW.'PED SNEER iJ) FEg1WEO CONCRETE ANCHORS i/ SCq(y5 5. \ ,-- CONCRETE uttr on ' 1 1B n�slp[ In, VomVe onsai I f;(SEE sCHETWLE ON 111 (SEE SCHEWtE ON SMEEf 13) © ® EHEEE 13) Nuna 122'' O.C. I. ! w 1/3•.r '_•`._ WINO i/s'-2D NUiS _ 19 rE0 ED In• � ( ' � � 0 la'.L.0. � ilv' I L E o • E y' I C"ONN. E�• 1 OR ENISIINL , 9I�m�® ' _ COSTING Ntt SEPIfU110N i0 CU.45 LLEti�i SIINL .-(SEE BCXEpAC CNTSHER I1) I I IXASS�—(SEE s EWLE ON SHEET III LIA55-- C V 5 HV WALL HEADER INSTALLATION BQ BY —WALL HEADER IN TALLAMN ' KEYSTONE EbmYL UM, SEPANTet To GLASS //LUGSb mLD II OR 1�� �(sEE scNEWIE oN $11EET t1) `(SEE 9ME ONisMM 11) 1 J a Pm No [umNo IWI E0.• OPDOINLL , 1/4' HOx' f 12 oR( 41 I ___ �`CONCNETE kni:NoR5 1 B EO EO I/fP-2ov1/P 8.5. 10�1NE SSCCPPNS V WO � 1 t� ` � � Y O CONCRflE ANCHoTS y / - 5.5. PHRLPS 11.Z HEAD TT/ NERD :ONCREIE J (SEE SCXEWLE ON SHEET 11) i• 4tn. I/4-20 NUNS 0 12' C.C. MICHINE SCRflRS 1 (SEE SCHEDULE ON I POURED CONCRETE BXEEf p W/ 1/P-20 NUri O 12' O.C. ) WED HV I METE ANCHORS OR CON REMNNED RISK C WA SILL INSTALLATION ATION (SEE SCHEDULE DN D ODUCR E VIM 14) FUHV WAIL SI I INSTALLATION OR REOU IE BLOCK WALL NEWW D HV WALL c111 wcrA1 I ennu COUIR!R 1xM Dr xr HEFT K DR TroI,4 N,tt,R INSTALLATION DETAILS W / iMIG SECTIONS GN BE COUEMEO Ir To sort Aw Ms1 ,,N E. D. _ EDGE DIBT,MDE (SEE SPEC61Gwm ON sNEET 13) 7 m ' BME II "DEN gIE�CT 1gTOR, . LJ HV BLADE FLORIDA BUILDING CODE(Non Man Velocity Nurrfcgne Zone `�:''VCEN$''; ✓ye Dorn mrteo, INC. A1E' NET& SWPLY. IN, ] —/L"l�.\\/� A w R HQ nn on Shutter System TIWT TESTING k ENGINEERING COMPANY American Shufter Sr92Bme gIC12017STERN cR w/D N.v. NINOON aAEE Assodp}lon. Inc. rtwwn ee IC�^. ON . a : (301AII-mm . TR.: (JD])en-un 4268 Westrogds Dive 7mn D.TC m/2T/17PMw West PCIM BeOch, FL 33407DRAVRNGNo .rrgr,r W#iCR A ➢WL7— OJ P F. SFAI /QIGRIATITOR /n.W nOROA Lr It .15, 1 __ CONCRETE ANCHORS COW 131E (SEE SCHEDULE ON SHEET 13) i NO �--�1 OR REWIRED ja imawe �A♦ EKeTiNO ' I 1 —j-- _-.---•- EDGE W s£n li 1 OA55� I �. fna»XE I ' —E ,.el O.a•' ,avu rc Ewst 6"' �tCtr® . I "'roa'.•°`a� s su*,11 � �{ _ I AYCFNB � � E%ISDNG� LOCADON ii � 1i ER 13 e+1 I /,D.3/a• WABnc11 I{ 't I (, J1H TEN( BCRE155 D.C.C1.�5 S . 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IXSiNG CLASS-- �PPOURatR! aNCRE1E ON w-�`, 6LOK wu SYM FIN ( CE T MATES SV,—Ta, I—® ®.®"64I!tLj GLASS 01 ro ukSS V OnN(SEE SCV 5 SEP,;RnnGx� ®s 172+ �NfEnh0R ®• Q6w®..®a (�.O ON SNEu 11) 1 i I N oPno 9NEEt T,) l tlN1Ele0R) _ L- — — - OUT — — — - — - — - — --------- LcaNCREE Ra OUT oUT (EXTERIOR) HVE uvn rru..r„ HVF** 111sfX ,'y. "FLORIDA 64,,.•f/:0o BUILDING CODE Hon Nlgh Valoc(t Hurricane Zone •Y` {C 92011 M]£W, WC. ®lei] EASTERN UET& SUPPLY, INe. C = , 1 L E C O , N �. � � SSA Eon VTN Accordion Shutter System ,Q •^4 TIWT TESTING & ENGIN EEPINC COUPaNY � � American $tTU}t8r $ 9is R19 %' NV. BADE gt w/ (x w/o KV- WNXW BADE R Raa+Prax wn aMwn By Le •., IT toss xw. sus, st., w.. Jm, mm`a ynpurs, rzaime sna Assoctaflon, fnc. 1 aLG iS-P85 /2] i ntE: 0]/D/1 ] _ y - ••"'•••�Gtunecoaod....am MALE Enos : (w a)en-sm° . Po.: (JRs)an-uoI ER-COe69@ 4268 WestmaAs Drive Wesl Porn Beech• FL 33407 o s DRAWING No p• q (NPM P.F. CF1%1. Anlor/nnTr rvµ{ER A T4AlT tm P.E. nQiXM tY.i++i6] t I —' D7 , - ALIONATEI V " " C 0 MALE/FEMALE "T" 0CKS CENTERMATES 8 2 ERS /__ (l)HV BLADE * -� SEE END EMUMON DETAILS ON- SHEER to 6 IS OUT F F17N eucc Osvu e¢rw, xs. adeam m s¢n e. iiGP®0 o b"o ®w ux�"mom®«N pP-MN. w 6 , 7 w 8 IG . mau.¢n ax ras sxct. wr es vsro wrtH rrcs amwn ®w®. ®n�.�w Irm anus m V+'SusolY------------- -----' P6 M1 "ApR. �-----IN 3 30 HV "T" LOCK (INSIDE) 2 2 �3 OUT IW4" 0-20 x , ,/2" S.S.M.S. >, W/ 7/8"0 x 3/32" WINGNUT. �HV "T" LOCK (OUTSIDE) �G* mI7 nCRCtl, 4VC. TILUT TESTING 8 ENGINEERING COMPANY 0]33 N,w. Mm h, Sb. m Np;#A CNppy, N Is Rrortv : (.YJ9jet1-16Xf . 1- : (30)871-153, .-mostmaei0oocmm a arosns N1 hAe A T 41 P.C. FIeWN. llc 161 IiF_ili�p -ia� ,I�® f6 7'"ip+1.'.� v (`.Lsmw'�i HDEM OUT HOC—HVC SNWR LH1 cENTFRMAM SYMMETRICAL HD�CFN RMATE 5_(EZ.CT,ERIORI W� P LOCK (INT RIORI A.S.S.A. American Shutter Syshams Associaflon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 a[ eMIC � ,MA% WG9Qj t M® IW9 bn LQl ! RAO!!i! IW� 0u4®fnu ut0.rcq 9 M`.0 N0. Yi OJI�>IX1a MR2 Y91YiMf6wT1 lVlt 0 Accordion Shut HK MADE #1 W/ OR W/0 HV. 1 No 107 ?AIRED CONCRETE CR - � r--POURED CONCRETE URED CONCRETE POURED CONCRETE """"------ C0.YGRETE bLDGK WALL OR CONCRETE _ CR CONCRETE GR CONCRETE REQUIRED axC WALL REaURED ;� , - aLOCN WALL REQURED BLOCX WALL REOULRED CONCR UE rANCN00.p.- e. EKI5i1Na 61I5S � rasnuC GLASS, ( jJ�EXISTING GI i, 2• WIN. r — ` PA l *•"•^ ✓ 1• MM. F WNG GLASS � � i > ri Ea ED TO ( A { �1�9 ON(A T ~i y MN f t I — — 1 rI 11 FOR CN StEET I/fa•.3• MAY iCN DR 1919 SQNOR ELADEOWAA, ro®IAE m a�nss (ems[ it ipt OIDE G}AYD (G063- i. (LOCATE AT - W SHEET r9 iOR M. CLOSER m & m AND 1 E ON SHED, m©aoEI %'��&® ATAETT(waif tMN �� \ a OaQA 1/�--L �ONSERr ism AM SURE: Ow OF ) AT E11NEO a E MN 1/2• MIN. OF {) I� / 6uOE8(ji & glare/z- sMs,_; d10d/z' S.M.S. 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VA AssoCictio wx ORAxx Fr: Lc. �1 XIR. nLflw MI n. Inc. 1 OLD 15-a85 ) q T MIM1. w zT 1 Pn°.w : (3w)exT-,sDD , rm : nRs)ml-wn 4268 WesVoptls Drive z / / z S O••••'•• •� I -ntp11 T^ °0''L°'" West POim Beach, FL 334-, DRAWING No \ 11 WLl(R 4 RUT L. A.E � I G t * P.E. SFAI /SIrNATIRPF/OAT: ftORmA u` / AA167 MAXIMUM SHUTTER SPAN 'L+' OR `L-" (f1). FOR INSTALLATIONS VJ/ CENTFRMATES. 0 & ® ar Or W/ ONE N.V. LOCK @ or @ or �Or HO LOCK (9 W/ NO LOCKING RODS ar CENTERMA13 28@ 29 W/ ONE LOCK 30 WIWAO L G 80TTOM0®E RODS 351,T(O�}P 45 p0[9q OaLI pR -T C& /( LQIKN I INSFAIIAnd:S 0 WALL MWNM1NG BOOR/CLUNG uCUxnNC E4 IN l-(n) ff (9) L-MI 30 OR LES fb'-0- I6'-0' Is'-0- i6'-0' 45 IY-1' 13'4' IJ'_p 50 12-5- 12'-5 12•-8- t1'-)• .� S5 ii'-IO- it'-10^ IY-I' t2'-1P SO tI'-4' iV-4' 65 10*-101 10'-10- 11'-I' It'-11- 70 IO'-6' Ur .- i 75 TO'-i' fa'-1' ID'_q• n'-i. 80 9'-IO' 8'-10' 10'-0' ta'-9' 85 9'-6- 9'-6' 9'-9^ IC-5' 90 V-1` W-S W-5' 10'-1" 95 910- 8'-91 V-2- 9'-10' 100 8'-9' 1.-,. 105 >'- 8'-2" 120 8'-0" W-11" 8'-2- 8^-9' 13 - 135 )'-]- 8'-2' J'-9' )'-g' 140 7'-1. 5'-Il 7-7- 7'-6• 145 7'-S 5'-9" 1'-5• )'-]' 150 T-2' S'-]' r-4• 7'-p- 155 V-0' s'-s' T'-2' 6'_y i6D 6'_ry' 5'-2' 1'-1. 6'_7- 165 6'-10` S-1' T-0' 6'_4• I80 8'-6- a'-e' W-8' S'-10- iB5 t90 195 6'-1• a'-}' 6•_g• g•_g- 200 6'-2' 4'-2- 6'-1. 5•_3• 205 s'-Y 4'-Y 6'-1 S'-t- MAXIMUM SHUTTER SPAN* 'L+` AXIMUM SHUTTER SPAN* -L.F' OR -L= (ft.) FOR R "L-' (it.) INSTALLATIONS INSTALlAnON Lrrcun INSTALLATIONS W/ W SRO & ONE HV LOCK or or & W/ ONE HV LOCKS CONCRETE WOOD W/ LOCKING RODS ® W/ NO LOCKING WALL A B, C, 0, E, M. (S (SEE NOTES T.1t) ODSR IN 0, p, O, MOUNTING F. K &' L R, S,'& V. (vAtro FOR a UIRII cdtCRETE c MOGO FLOOR/CENNG G, ML I, It, J i,u,w&x MOUNTING & M °No' YAEssIR WAI1 uWMNl3 A � PaESSLm uUxnottS 2A++w Ie..y a wma ROm(muxa Naxmxa I. °" -) tram/AHlmc IAXIrtm'a rwe.) p cx y m Rom Alt MWxrnc Lt L'W if (N I-(N Il 0 MAXIMUM SHUTTER SPAN 'Lt OR 'L-' FOR 30 16'-0' 1$'-0- JQ 16'-0• 10'-O' INSTALLMIMS INTO WOOD SHALL BE UMOED TO 35 1C-10' 19'-fa' 35 15'-2- 18'-t p' tOS pst. ASA. DESIGN PRESSURE RATING. 40 13'-10' 13'-10• 40 14'-2' IW-2" 45 IS-1" MF-I' 95 IS'-4' 14'-1' t NV CORNER CENnRMATE 13 MAY GE USED AT ALL 50 12'-5' 12'-5^ No 12'-1' 1J'-i• MOUNTING RISTAUAFONS, LOCKING SPECFXG,*NS 55 11'-IO' tl��1 D' 55 11'-f 1V f• SHALL BE AS INMCME6 tlN MANDATORY CONMON [2 60 IY-1' 11'-4' 60 10'-2' 10'-it' NOTE L•5, SHEET S. 65 t0'-f 0' 10'-t0' 65 S'-S' IO'=1• J0 f0'-e 101-6' 70 8'-9' g_4• 75 IV-t- 10'-1' )5 - 8' g• 6HUTTER ttEXCSFT THAT=U�� 80 85 V-10- 9'-10- 9`-6` 9'- • e SPAN '1+' OR 'tXIMUM ASA. offew PRESRE RATINGIAndlS INTO CONCFEj[ 00 OR CONCRETE BLOBE ULOiEO AS FOLLOWS.95 9'-0• B'-9` 1- CONNECTIONSTONE MOUNTING8'-9• 8-4' LIMITED TO +64. AND 8'-0' SPAN, SEE105 V-r T'-If' MOUNTING M@ON. 120 Izu 1>5 6-r 8'-0- 6'-U* SEPARATION TO GLASS SCHEDUL T3�17'-T -r 6•-rWIND ZONE MINIMUM s-n' ASTM E-1996 SEPARATION 5'-9- TO GLASS 5'->" g_5- T-2` 1 THRU 3 1'• V-1' '-5' l45 _J• ISO -2' I55 T6D -1t' 165 V-10` C10 HV BLADE FLORIDA 01 G2017 TICTECO, I= o A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Aea It.. MW, n_ M« w . hw'Pa, 9WOD& PUMM, vl Association, Inc. Pnege : (MA71-156a , F. (sps)6]t-Isx =-",09 4268 Westmaes Drive W65t Palm Beach, FL 33407 L8-aA67f9 00OR119 W&M A TAUT J,. P2. RORIQ4 Lk, 0 a4IV (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSMM ASA. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE &SM. DESIGN PRESSURE RATING. (2) PROCEOURE TO DETERMINE M,aMUM SPAN FOR WALL MOUNTINGS (LOP/UOTTOM) OR FLOOR/CUUNG,. GIVEN A POSTNE ASA, DESIGN PRESSURE RATWC. DETERMINE MAXfMUM SPAN 'L+" FROM SCHEDULE OWEN A NEGATIVE ASA, DESIGN PRESSURE RATING, DETERMINE MARIMUM SPAN "L-• FROM SCHEDULE. FINµ MAXIMUM ALLOWABLE SPAN IS EOVµ TO THE MIM"UM DETERMINED SPAN BETWEEN 'L+' AND -L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNRNGS W/ BOOR/CaUNG MOUMMGS: FOR A GIVEN POSNNE ASA. DESIGN PRESSURE RATING: MERN L. LI+o MAX. SPAN FOR WALL MOUNTING INSTA1UTMNS. L2+- MAY. SPAN FOR FLCOR/CMUNG MOUNTING INSTALATIDNS. FOR A GNEN NEGATIVE AS.D. DESIGN PRESSURE RATING DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Li-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSV1ATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOUµ To 1,E MINIMUU BETWEEN 'L,a , -U+', 'L,- AND Ts-' (4) fA TO ANCHOR SCHEDULE vATM FINALE MAXIMUM ALLOWABLE SPAN AND NMTIYE AS.D. DESIGN PRESSURE RATING TO nETERMINE MAXIMUM ANCHOR •..uA "w"M Accordion Shutter System KV. HADE #1 W/ OR W/O H.V. 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