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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES: I. BERTHA X.V. ACCORD" SHUTTER SYSTEM SHOWN ON MIS PRODUCT WWN.bON DOCUMENT (P.E.D,) HAS BEEN VERIFIED FIR MAIIN10E IN ACCORDµCE WITH ME 2017 (6U MINDN) OF ME FLORIOA BUILDING CODE. THIS ACCORDION sHUMER SYSTEM S1 L_ NOT BE InSTALLED AT HIGH 4EUCC'l HURRICANE ZONES. DESIGN WIND LEADS SH4A BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEW REQUIRED BY THE 1Up15dCTION AREAE SHUTER WILL BE INSTALLED AM A DIRECRdIgITY FACTOR K4.0.65. USING ASCE 2-10 AND SHALL NOT EXCEED IME NMMUM (A.S. ON SHEETS IT OJ DESIGN PRESSURE MTWC$ INdGTCO MRU 15. 19 & 20. i' IN ORDER TO VERIFY ME MANIC CGRAPACN, ULTIMATE DESIGN WINO LEADS DETERMINED PER ASCE 9-10 SMALL BE FIRM REDUCED 10 &S.D. DESIGN WIND LINOS BY MULTIPLYING THEM BY 0.6 W ORDERTO COMPARE THESE W/ MAT. (ARD) DESIGN PRESSURE RATINGS VIBRATO ON EHEE6 11 iHRU 15. 19 & 20. W ORDER TO VERIFY THAT CONFORENTS AND ANCHORS ON THIS P.M. AS TESTED, WERE HOT OVER RRESSEO. A 33 1 INCREASE IN ALLOWABLE STRESS FOR WND LOADS WAS MIALYSIS. HOWEVER, A WIND DURATION FACTOR Co.1,60 WAR USED FOR VERrIICATON OF PARTNERS IN WOOD. NDI USED IN THEIR BERTHER SYSTEM, AD A H.V. ACCORDION SINKER FOR WIND AMO URGE MSS REPORTS: N ACRE IMPACT LOAD HAS BEEN WAITED IN WINWINSECTION 1609.1.2 OF ME ABOVE UNFORW CODE AS PER REF -MI BODE (D 10214.01-03. /07I5.01-03, /1004.01-05, 91214.01-05. #0317.02-06, 10609.01-10 AND J0210.01-11 AS PER TAS-201, TI-202 AND MS-203 PROTOCOLS AND ARM E-la, AND C-1996 STANDARDS (MISSM1E LEVEL D. WHO ZONES 1. 2; I & 3) & 11220.01-10 AS PER GAS 201. 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW ELAM 0 J0505.01-0B AS PER ASTM E-I886 µ0 E-1996 (MISSILE LEVEL 0. WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND / 0725.01-8B AS PER TAS 202 PROTOCOL 3. W BLADE 0 µD W WNWW BLADE I; O Q ME ENGINEERED �iO,WORK W UNISON WITH U.CH OTHER UNDER ME GENERAL LIMITATIONS AND EMOTIONS OF USE MDIWED ON SHEET 19 4. ALL LU O ALUMINUM ALLW. NUM ASCWIAIWN ALLOY EYTRUSIDNS SH4L BE IILNI WµMAR GIN MPER SHEETS AS INDICATED ON 2 AND 3. MINIMUM YIELD SIRENGM MR 600-TS ALLOY IS 30.0 W AND 35.7 La: FOR 5, ALL SCAM TO BE SINNLESS STEEL 304 OR 316 As, SERIES OR CORROSION RESISTANT CMTEO CARBON STEEL AS PER DIN SWIG WITH 50 W NIX. YIELD SIRENGIH AMID 90 Ysi MIN. TENSILE SIRENGM. AND SHALE COMPLY W/ FLORIDA BUILDING COW SECTION 2411.33.4. 6. W115 TO BE ASIM A-3DT GS121µ13E0 5'IEL1., OR A61 301 CR 1316 SMIES CENTERS SIEEE VRM 35 'It MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECNJCVRONS: W fiWE 0 : 12.13.11.15 µO 20 IN SLIDE (D& O WORKING M UNISON: 12. I3 & IS B. THIS BFADN II, INC.WORDION SMITTEN Min! BFµ5 A V.S. PATENT 16-779.582. COMPONENTS, P.F INS ,ppWA, µE COVEREO. M WHOLE OR IN PART BY U.S. PATENT 15-455.179 ISSUED 10 EASTERN METAL m" I IN 9. It SHRILL BE ME RESPONSBIUTY OF THE CONIPKTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS 10 BE AMK W TO INSURE PROPER ANCHORAGE. CONTRACTOR 10 SEAL/CAN, ALL SHUnER COMPONENT EDGES WHICH REMAIN. RIRU FASTENING IN CONTINUOUS CONTACT WIN ME BUR -DING TO PRMNI WND/RNN INTRUSION. 10. E4C11 UNIT MUSt BAR PERMANENT LABEL W A VISIBLE PIS Ej MM WINNING NOTE: WRING PERIODS OF HURRICANE WARNINGS HOME OWNER. HENµ[ OR OTHERS. MUM PROPERLY CLOSE ALL M' AND HD CENIERNAMS µ0 ENGAGE OR LOCK ALL MA AND HD LOCKS, I n. SMUTRR MAMRKIURER'S LABEL SILLLL BE LOCATED ON A RFdPM1Y VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCOWµCE WM SECTION 17M 9.] PLACED FOR EVERY OPENING. LABELING TO COMPLY VAIN SECTON 1709.9.2 OF ME FLORIDA BUILDING CODE OF FLORIDA BUILDING OWE. ONE LIBEL SIIALL BE 13. BER111A N.V. ACCORDION SHUTTER $YSIEN'$ IHSfALUNO PERMIT IS APPLIED T0. N SHALL WITH DI SPECS INGGRD IN INS GRAWM' NG PLUS ABUILDWG AND ZONING REGULATORS PROVIDED BY THE JUR`SMCli WHERE 13. (a) THIS P.E.O. PREPARED BY THIS ENGINEER 6 GENERIC µD+DOES NOT PRWIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I . WHERE THE SIRE CONDITIONS OMM MOM ME P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FDA ME SELECTION. WRCHASE NO INSTALLATION INCLUDING LIFE SRiflT OF M15 PRODUCT, BASED ON THIS PE.D.. PROVIDED HE/SHE WES NOT COMTE FROM ME CONDRONS OVALAB ON Maas DOCUMENT, CONSTRUCTION SAFETY At WE IS ME CONTRACIOR'S RESMNSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED RNNIO 4 &FIRED BY ANY MEMO, (4) SITE SPECIFIC PROJECTS SHALL BE PREPMED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MULCH WILL BECOME ME ENGINEER OF RECORD (EO.R.) FOR THE PROTECT MID WHO WILL BE RESPONSIBLE FDA THE PROPER USE OF ME P.E.D. ENGINEEROFRECORD, ACTWG AS A DELEG41E0 ENGINEER TO THE P.ED. ENGINEER SHµL SUWN TO PUS UTTER ME SITE SPECIFIC DRARANGS FOR REVIEW. (a) ORIGINV, A.E.D. SHALL BEAR THE DATE µ0 CARINµ .SEAL ;NO SIGNATURE OF ME PROFESSION& ENGINEER OF RECORD THAT PREPARED R, 02012 TATTED. A C. ( IL ECO Eea. TILTESTING & ENGINEERING COMPANY AN. nW. lair. M.,M., eD& .mowRS uaoaa, noon. v DR,e b. P.E. 44157 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENIS 1-20 SHEET 2 SYSTEIA COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEEI 4 TYPIC& WINDOW TRADE & WINDOW OCTAL AREA p t(1' BLADE (li AND HV WINDOW RI ADF .TPA (WHERE AP'LICARI F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET B INSTALLATION DETAILS G-M, CONCRETE/BLOCK WEET 7 CENIERMATE DETAILS W SHEET B CENGER M ALTERNATING CENTS W SHEET 9 END CONNECTION DETAILS 1-6, CONGACTE/BLOGt SHEET 10 LUXMUM MAN TABLES SHEET 11 µCNOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLACK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET t4 ANCHOR SCHEDULE- WOOD SHEET 15 MSTALIATON DETAILS M-R. WOOD SHEET 16 INSUIlAnON DETAILS 5-X. WOOD SHEEP 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA T• HV WINDOW FIT ADr al SHEET I6 ONIy TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW At AD n ONLY INSTALLATION DECALS, 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 19eslraW3 Drive West Palm Beach• FL 33407 INC. Accordion Shutter System KV. MAX #1 W/ OR W/O KV. WTIDDW MADE NO 107 \s ' IHV SOLID B enr IC)HV UNIVERSAL FLOATER UNDER US PATENT A B/! 9 OUFUFIED FOR USE W/ HV BIAOE (li ` 6001-T! 1LLOT AND TCNP[R 'SEE LIMITATIONS OF USE OF BLADE 6063-TG ALLOY AMD TEN ON SHEET 19 .6] • 2220. 0 • r m9' _.._...._........_ 0n" 16)HV 6121 E{OOYJ. FLOOR TRACK TRACK QUALIFIED FOR USE %v/ HV BLADE rI SD63-TG ALLOY ANO TEMPER $ 1.9r]' Jr.06s" w3' r-- & • 19 (1-11 HV CEILING HAD R 064WIED FOR USE W/ HV BLADE ')ONLY, SEE SECTIONS FOR VAUDJ1 .ice 6063-T6 ALLOY AND TEMPER (16 51DE ANGLES OUAUFIID FOR USE W/ BLADE `1 6063-T6 ALLOY AND TC){ . I oes i 1 f 7)HVHV ADL ADAPTERW/LIPADAPTER W/LIP ',OUAURED FOR USE YJ/ HV B AllE C� „ 6063-T6 ALLOY AND TEMPER :tZ HV-HEADER/SILL OUALIFIEDFORT USE 1e/ HV GUIDE O)ONLY D 6 ALLOYY AND TEMPER- 6]0 I 1'. C3� HD CEILING HEADER/SIL QUALIFIED FOR USE W/ NV RLADE(1 SEE SECTIONS FOR VALID". 6063-TB ALLOY AND TEMPER COVPorvEIR A 9 TI T2 o.19x- .I51 2.5" I ) MI%.! 0.190' 1 0.190• 'SJA ]" 9' 4A%. 0.139 i0.131" — 02017 Tn2CO3 INC, ILT_ CO,Na. TILLIT TESTING k ENGINEERING COMPANY * esw N.�, nw !v, s.. s9a. N%cw uPOms. ncROA » �'-�, Pnon9: I:w)en•u3o. m.: pDs)e)1-1>m uMe-110017.1 eem El rc%.0 Daa A,. P.[. P /nATC Ro9: w L4. 0 Aam 491• 1.9w• (D5HV 90'�180' STARTER OUAUFIED FOR USE W/ TN BLADE v f 9 ))HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE I'll ONLY, 6063-T6 ALLOY AND TEMPER 1�9 CORNER POST QUALIFIED FOR USE W,, HV BLADE( 6063-16 ALLAY AND TEMPER AwS,S.A, American Shutter Systems Association, the. 4266 LveslrOoCs Drive West PDim Beach, FI. 33407 Q) HV RAINGUARD CUAUFIED FOR USE W/ HY BLADE 1 6063-T6 ALLOY A D TEMPER W301] EASTERN Artµ 9UPPLYINC. BER A HV,61 r ccordion Shutter System ADE y1 W/ OR W/o H.V. WID" BLADE AWING No 17-10 HV CENTERMATE FUSE VI/ HV SLIDEn& ]- LlOY AND TEMPER _ r I � S I I ice^ 7, � - 0�1M9 j 1rA.' aEIMTO" (28 HV MALE "7" LOCK C NT RUATE Al 27j LOCKER FOR "T" LOCK C NT RMATE — OUALIFIED FDR USE W/ HV BRAE (I�ONLY Icy OUAUFIED FOR USE Vl/ HV BLADECIONLY 6063-76 ALLOT ANO TEPER `� 6063-I6 ALLOY AND TEMPER (3�) Jig C QUALIFIED FOR USE P// NV BUIDE 1 & q 6063-TG ALLOY AND TEMPER QUA IFIED FOR USE W/ H , 60M1]-T6 ALLOY AND D 55)INSTA ON WILL REOUIB 4 P/MTD vY ¢D 391 al ^ al - q 51 n Au a cnnDa BYnP ANT) /OrxaNE CK LE)!_ O�I�D�p USE IV/ m, •5 ONLY. HV FEMALE "T" LOCK C NTERmATE ® HV "T" LOCK QUALIFIED FOR USE W/ W BIADE I ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPEP W/W BLADE ONLY. 3.161 wz Da P 3 �H I Da 8 W��" " .—, HD CENTERMATE'S INSERT 6063-T6 ALLOY AMID TEMPER DUAUF60E FOR USE V!/ H— V BLADE & CIA, 1.1lD' 60E]-f6 ALLOY NO TEMPER el 6: HV 3/8"0-16 ACErAI (37 HV 1/4" 0-20 AISI i-Q¢ RI THUMBSCREWS SS a THUMBSCREW UAUFIED FOR ITV B LI- QUALIFIED FOR USE IV/ W BLADEQ) 1' i .d IAs i a201, IILRCD.,Nc. LIE C O I„C. • I Y*•� * TILUT TESTING & ENGINEERING COMPANY •L•: ST 6]b NF.. Nan 51,. 31•. Ly NP[.m• <M^PENS, MRd ]] O •• R� (SOWe)nl]]D rp.: dxa)ml-Im OR...... 4, ]dl <ea m�oei�o.«m v _s •••11•UU•••1•1••{{..-R`aY ����•11 ni41EP; TLLN :e IT. P.E. $F 0AAllATI1PN%OATE c. / ..1» Mean°io o�c cast Wy T Wwtt _ W. vuxrm wTss n:RN �/ x5a 1�PRASS LYIII�Dm LJ (LMROUE ^wrnl HV EGRESS LOCK QUALIFIED rOR USE W/ HV BLADEC& �g ONLY. z D D.D. vI IYC MOLDED DFAO s— „, SCwll I 8 5 I `3W AFTER RNTN 1/4"0-20 x 3/4" BEFORE aIv_T r.c 5.S5.S. THUMBSCREW 1/4"0-20 RIVNUT* Aer) uItGE RVGL rr 4V etq;m Q n$ MW V /.ypp nr, x. JmS .,j a uuRNATIVE LOCKFOR USE )V/ HVE ONLY. ^ i ry a5,5' Nl ODD 15" MP. O - Oa' �, hl •�+' CttIN]FNN — 15) Mln OR xh MINDER '�'.�. IAe lID•. Y3 HD LOCK BY REGENT HARM/ARE MORTISE LOCKS SERIES OURLIFIED FOR USE VY/ HV GLAD A.S.S.A, American ShuNer Systems Association. Inc. 4268 VVeslr00da Drive Vlest POI,n RPOLh, FL 33407 HOOK BOLT LOCK., .A) m 2017 EASTERN METAL SUPPLY. INC. �-RTHA —HV,,, Accordion Shutter System HV. EILADE #1 W/ OR W/O HV. WWII MACE V. M D[aCRIP)ION DPIL CPANN 4v: L.G i OLD 15-0B5 )/])/I t DRAWING NO 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 10 LADE 1 to 1A® ;WRILADE ONG RECESSED NYLON BUSHINGHORT RECESSED NYLON BUSHING© YLON HAT WASHER O HV WHEEL CARRIAGE AISI 302-303 SERIES 0870•x3/I6' THICK NYLON WHEEL. 0.IWO AISI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ R8 HFAD ® HV 2 3/4' ACCORDION PIN W/ R8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW Do EXTERIOR ) (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR L ® ra0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM PI/ HV iO OR HV ©i BLADE. w TPICAL SHUTTER ASSEMBLY s. (2) HV PIN ®MPY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR 13070M KNUCKLES OF HV ACCORDION SYSTEM W/ HV lD BLADE WHEN CORRESPONDING "II",� aa32s• TO INSTALLATION SHEET 7. (3) HV PIN ® OR ® W/ 1/2" O.D. I/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION F'ER DETAIL X. 0 SHEET SYHEEL CARRIAGE DETAIL A..s. OOR li O OR: II ' � II I I;I EXTERIOR Nv PIN Q ORAT LS� EK190 BLADE'S KNUCKEE.-� (SEE NOTE m rOP REOOIREMENTS) T� ASSEMBLY LAYOUT "I T 1,Y.+'�\CEN$C'•;��? :•( 02017 RUMO. INC. I LIEC •'• /' "* �� :•4C S TILUT TESTING k ENGINEERING COMPANY -Off,-'. CDRIOP:'•44M �� bus Nm, a.Rx L. s.-'avnm,Y uws+s,,N OW XRP A R.T11. P.f. RrtozDA LA 1elm P.E. SEAL/BIGIJATIIRF/GATE OLYCARBONATE IMPAU R SWANT H\ AYER MAKROLON 3103 POLYCARBONATE ESINS, W—STABILIZED GRADE OR SABC INOVATIVE PLASTIC LEXAN 103 RESIN TEE NOTE "F" ON SHEET IS), POLYCARBONATE SOURCES FOR 44 Aw,rwmr vwLa n.vn rmonY,vz srNm+m w .d/tlav ewe' v� e beau[ emarx. srrcrm vAvcr MvrAKr_N: .l. mry m9C nrlp [AG41x xS1Y IN. a.W —1 "Ro P.I i18WN SIP^41n r11M - a9ry q1 ,},CIA r. ,]..W enL Hamra Yronm MEYN sm xz» mavoo muav rsro Asm mee n n-nG• ,r rr-n!•. t vYwL Damn am 6uo ,r 2 a n s v uw un yr euYw4 A51u ce c_, [vrs _, ruzs sor wmvx sry , a r aes sTeaxser m•.0 nAu4m .nLm .amuse IS, eae Osoz Yn ewr.r.. mrss[ s,uv eau[ Yu,lurvc sw au ew, a.a <eees r.P[ A.S.S.A, American Shutter Systems Association, Inc. 4268 W..troods Drive Wesl Palm Beach, FL 33407 METAL Accordion Shutter System HV. HALE #1 W/ OR W/0 RV. WNOON HAOE AWING No 17-10 ION , NE SHN IS TSGI Ri1,lf3:w, w wC4lw Y � I 1 _ II`Cbx25 a161w}pi it o S 3 ISgi s 111 ii �a ! i L K tY A. BK 2 � T in: I :NO ECTION IS 104 R P. NLL ! i. i 1 —f4. 2s H U 11•n.rtv u: —.—._. _ 1 OF CORNER ^w CENTERMAIE 1 .I�gI.J I�. sQwa o),Ii 1.r. j1wlJD I ).0 If j. fiel.11 3. 1 e)«8.1j a �•Iw fl �l• d 3>,.11 J• �Sj..'C21• CAI TYPICAL 1IT) HV BLADE SHUTTER ELEVATION N.T.S. ' NOTES ON HV LOCKS 6tiQ CENTEgmATirS 1. NAA'D.ATORY [ON011roN /1� ONE HV LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR PNT SPAN OR 12' ABOVE OR RFJ,O\Y 77((2 OF SHUTTER SPAN FOR SPANS UP i0 105'. AND FOR INSTALL,4TIONS AT ANY ELEVATION. NV LOCK Ijy or rg MAY Bf USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Ij OR CENTERMAtES W/(2) 1/4'0-20 It1/2' LONG FIAT HEAD S.S. M.S. LOCATION OP LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION ill IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV .LOCKS Z-4 , 95 OR q6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION CF LOCKS NO CENTERLIATES 12]. EORG SHALL BE AS INDICATED ON NOTE (I) ABOVE. LOG ON Or LOCKS SHALL BE AS INDICATED ON OTICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 12 NA D O 1 WHEN • NDATORY COKOTIID 11 OR M O OATORY ONDTR a2 I_ USED W/R.O HV OCKc\. �z..LOCKING RODS (19 ARE NOT REQUIRED AT HURRICANE POSITION, OUT MAY BE USED IF DESIKEU i0 ENHANCE SHUTTER PERM MANGE. LOCHIrvG RODS OR PAI ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON AHURRICANE POSITION), 4. MANDATORY CONDITION to ONE HV LOCK C, 1& SHALL BE USED AT CORNER CENTER ATES FOR ANY SPAN AND INSTALLATIONS AN ANY ELEVATION. Hv LOCK 21 @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 03 CORNER CENTERMATE W/(2) 1/4 P-20 K 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 35 AT TOP 4 SO ON SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. Og02: ONE ALTERNATE RV LOCK 2¢ MAY BE USEI LIEU OF HV LOCK Rp ,§ FOR ANY SPAN AND INSNPUAIONS Ai ANY EIEVAIION. µ ERNATE LOCK 4qY BE USED PS AN INSIDE OF OUTSIDE LOCK. ATTACHMENT OF I/1"P-20.3/1- S.S. THUMBSCREW To 0'. CR 2 CENTERMATES SHALL BE MADE W/ I/4'o-2N3/F' ALUM. RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONFLOCK SHALL BE USED AT f/2 OF SHUTTER SPAN OR 11, LOCKS AT 1/3 OF SHUTTER SPAN, 6. MAND9TORY ONOI110N 13 MR KEYSTONE MOUNTING Il I ATIONSIONE HV LOCK C3 al 2 or 2B SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IY ABOVE OR BELOW 1/2 OF SHUTTER SoM FOR SPANS UP TO 86% AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q3 or g or,^6 MAY BE USED PS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 01 or (g SYMMETRICAL CENTERMATES w/ (2) t/4'-20 . 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IHDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS y W/ $§ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND C NT RMAT s• 1. SE 'ZG_- ONE ALTERNATE 1N T LOCK CO MAY BE INSTALLED IN UEU Of NV LACKS /�I OR Q FOR ANY SPAN AND OF LOCK 0 IN ANY ELEVATION. N HATE LOCK Qp�AUY BE USED AS AN INSIDE OR OUISIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING HENFORCIMG LOCKER'S . AS SHOWN ON SECTION MG. SHEET 9, WHICH MUST BE CONNECTED TO OENTERNATES MID W'/ 1/4'e-20 X 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 . 3/32' WINGNUT OR W/ 1/4'0-200' $.S.M.S. INTO A 1/4•.. 5/8" 6NNUT. LOCK MAY BE INWWA D AT MIOSPAN OR 12" MAXIMUM ABOVE AND BELOW' WEEPAN. USE OF IV0 LOCKING RODS a TOP AND SOTO" IS MANDATORY. •NOTES ON HD LO_._ M & f�IENT RME ,TES; I. ji/ '3 : ONE ALTERNATE. NO LOCK LZ4 ,A�TB,C USED IN UEU OF NV LOCK^v lt{ OR 2j FOV Ail' SPAN ANp INSTµLOOKS AT A1Y EINATION. ALTERNATE He LOCK 0 MAY BE USED AS AN INSIDE OR OUL510 LOCK. ATTACHMENT OF HG LOCK O41 TO 6$ IS W/ 3 18 1I 3/B- F.H. S3 U.S.. AND INCLUDES flEINFORCEMENT INSERT -1 AS SHOWN ON SECTIONS IWB-Hl AND ROC-HVC, SHEET 10. LOCK MAY BE INSIµLEO AT MIDSPA4 OR 12' MAXIMUM BELOW OR ABOVE Al USE OF LOCKING RODS JS IS COMPLETELY OPTIONAL r13�P ........... /% :•..L'gi Y P0017 11LTe0.TUC. IL EC O fN AS�a7�A. 02017 EASTERN METµ SUPPLY. INC. BERTHA HVD.1 Accordion Shutter System t "d •\ CIA TE C)f E7 •'..F i'r 1Q 1,. NESTING 4 ENGINEERING COMPANY en". eam Al. sl.. :oy \,ecru cwomy rune..uM1 ="•:(3.,. 1- 530. ra.: pm,VTl_gp1 -male �cmo6)19'<am WALTM A YUn.1,. P.E. r.. De. A.,I., N American Shutter Systems r ASSOGlafl00. Inc. 4266 Westrood. O,VG Weet Palm beach, FL 33407 RV. MADE p1 W/ CR W/O H.V. WN )CAN RACE [v. K D[scnvncn IV t oRA.N en LC. 1 OLD Is-065 Try)/L DVE1 01/22/17 -.( :�nlu•; •''41� -••••• " OkAL F� ,HI of Rri.i'Fnr•.rlfi'iM�n...{ I 5 DRAWING No 17-107 \ (SEE SCHEDULE ONS SPOT 13) T E. o• / P / EYISGRC CUSS • FOR TTPPG EMJTTER POURED ('CONCRETE .WCHORS POURER COSTS CONCRETES (SEE S0 EOULE GNP OR CONCRETE I REOWREO ERGOT I3) REOUIFEO 17 18 A fOLnrarE (SEE--UNNRa ®oR I11 2013/6' E.S. EO CO / OCNIDE SCREWS _ USNO I/.'-20 NOS 0 12' D.D. I• I/2'' I3 w IS 1 1— d r I panpnu II ,I t IR �i•. Ili N. IND vU WR TO CUSS I I (D �(sEE SCHEDULE ON 5NEET It) ExlsRrc cV52-� I IB' HV WALL HEADER INSTAL ATION + K VCTnuc 1/1'.-2.13/4' SS. NACRUE SCRIVS J/ I/f-20 NOS O 12- O.C. (T SEE ScKO LE ONSHEETSI I) Cl HV WALL HEADER INSTALLATION "NOR, us roO t0 cs r —(SfE SCNEERMMESHEET I t)—" -7il OPTIO uy OPP C,�1IS (III f'uo•. j x Tn. CONCRETE OH[IIORS I/.b-x0.1/P S.S. PNILLPS yC, 1` _ TRUSS HEN u6HINE SCREIVS POURED CONCRETE- SHEEE C3)OUIE ON W/ 1/4-20 IRKS o IV O.C. OR CONCRETE ELM REWIRED nHV WALL SILL INSTALLATION (D HV WALL SILL INc7ALI ATION ' C. D. _.EDGE OPS.CE _INSTALLATION DETAILS W/ (SEE SPCcF:CJTIONS ON SHEET 13 • SEE pE yl NMITAnGNS pP UEE19. FOR HV BLADE EUaY SHEEE 01) \\ I /ll l ITV .... IT!( •'�_ • ny! ¢!TILLIT �4. 1\ �� — 02017 nrzCO, .:C. T ELT IECO,r,a. TESTING A ENGINEERING CDNPANYAmer(ean av N.L. JTJ. s:• N.. M xRc aR60eP , NA ,A Jae FnenA : (00.)071-15A . 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