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HomeMy WebLinkAboutPLANSM3C1-a f:1111111Me I 1, BERTHA H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROWU EVNUATroN DOCUMENT (RE.D.) HAS BEEN VIDEME0 MR COMPLIANCE IN ACCORDANCE WITH ME 2D17 (MA ECTION) OF ME RORIDA SHOWS CODE. THIS ACCORDION [MUTTER SYSTEM SCOW. NOT BE NSIALLEO AT HIGH ALWDY HURRICANE ZONES, DESIGN WIND LOWS SAL. BE DETERMINED AS PER SECTION 1620 OF ME ASOYE MEMIONED CODE. FOR A BASIC WINO SPEED REOUWED BY ME JURISOICTION INHERE SHUTTER ALL BE WSTNAED AN A IMECTIONALRY FACTOR K0®0.95, =NO ASCE 7-10 AND 5HA1 NOT EXCEED ME MAXIMUM IAS.D.) DESNRN PRESSURE RATINGS INOICITED ON SHEETS I THIN) 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONOIWN, ULMMTE DESIGN WIND LOXIS DETERMINED PER ASCE 7-10 GNNL BE FIRST REDUCED TO A.S.D. DESIGN WIND LONGS Et MULTIPLYING STEM BY 76 IN OROERTO CDMPARE THESE W/ MAX. (RSA) OEM PRESSURE RATINGS INDICATED ON SHEER 11 THRU 45, 19 & 20. IN ORDER TO VERFF THAT COMPONENTS AND ANc,RDG GIN THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED. A u S INCREASE IN ALLGWABLE STRESS MR WIND (DADS WAS HE USED IN THEN ANALYSIS HOWEVER, A WIND WRATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S MEWACY FOR WIG), AND URGE MSSRE IMPACT LOAD HAS OF ME AB SEEN V,,,M IN A,CM,I WIN SECTION 1809.t.2 WC uENWNEO CODE A PER An REPORTS; -HV BADE (D #0214.01-03. /0715.01-U3, /I004.01-05, 1121441-05, 00317,02-06. /0609.01-10 AND INIU.01-1I AS PER TAS-20t, TAS-202 AND US-203 PROTOCOLS AND MEN E-1886 AND E-1996 STANDARDS (MISSILE LEVEL 0, MAID ZONES 1. 2 & 3) & #112,11-10 NG PER TAS 2OL 203 & 203 PROTOCOLS LARGE MISSILL -Iry WINDOW RUDE 8 /0505.01-08 AS PER ASTM E-1886 AND E-116 (MISSILE LEVLT, D, MUD ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 10725al1 all AS PER TAS 202 PROTOCOL 2. W BLADE 0 AND NV WINDOW DIADE ® ME ENGINEERED M WORK IN UNISON VAIN EACH OTHER UNOM ME GENERAL 111MINS AND CONTIUONS OF USE INDTATED ON SHEET 19 3. GONNA H.V. ACCORDION PINS (EN SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT NOW CONNECTOR TO TRACKS SHALL BE 114e2,75• AND /14A1.75- RESPECTIVELY, 410-M WUUM SERIES STAINLESS STEEL SCREWS WING MD W HELD STRENGTH AND ISO UM TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DWRWHIFLD COMING SYSTEM AS MANUFACTURED BY COATING APPLICATORS. REGISTERED WITHAAENCM SHUTTER SYSTEMS ASSOCATION. PINS MUST BEAR ME W MARKING ON NOR HOD. APPROVED 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCMTION ALLOY AND TEMPER AS WDKAtEO ON SHEER 2 AND 3. MINIMUM HELD STRENGTH FOR 6063-76 ALLOY IS 30.0 W AND M.7 tri FOR SINS-75 ALLOY. 5, ALL SCREWS TO BE SEAMLESS STEEL 304 OR 316 ASI SMICS OR COINDROM RESISTANT MAIM CARBON STER AS PER DIN Scale WAN SO W MIN. HELD STRENGTH AND 90 w MN. TENSILE STRENGTH. AND SIIAIL COMPLY W/ FLORIDA BURDING CODE SECTOR 2411.3,3,1. 6. BOLTS TO BE AGIN A-307 GALVANIZED STEEL OR AS WI OR 316 SERFS STANt£SS STEEL WIN 35 FM MINIMUM HELD SLRENGM. 7. SEE THE FOLLDWNG SHEER MR ANCHOR SPECIFICATIONS, W BLARE 0 1 12.13,14,15 AND 20 HV SAGE 0 & CD WORKING IN UNISON: 12. 13 & 15 B. THIS BERTH N.V. ACCORDION, SHUTER SYSTEM BEARS A U.S. PATENT /B'779,SB2. COMPONENR OF THIS APPROVA ARE CONEI IN WHOLE OR 1N PART BY U.$ PATENT /5.456.179 IS,M To, EASTERN METAL SUPPLY. INC. 9. A SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE "ME SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TD SUL/CANK ALL SHUTTER COMPONENT EWES WHICH REMAIN. MRU FASTENING IN CONTINUOUS CONTACT WRH ME BUILDING TO PREVENT WINO/RNN INMUSON, 10. EACH UNIT MUST BEAR PERMANENT LNGLL IN A VISIBLE PLACE WING WARNING NOE• WRING PE9WS OF HUWUGNE WARNINGS HOME WAND HD LOOKS. OWNER, FOUND. OR DINERS, MUST PROPERLY CLOSE PLL NY AND VD CENTIMAITES AND ENGAGE OR LOCI( ALL IL SHUTTER MANUFACTURER'S LABEL SHA4 BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCAPDANLE M, S,WN 17095.3 OF FLORIDA BUILDING C PLACED FOR EVERY OPENING. WOUND TO COMPLY WITH SECTION 1709.93 OF ME PLEAD,BUMNG COOS ODE DUE LABEL WALL BE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN MIS SHAVING, PLUS NIL! BULONO AND ZONING REGULATIONS PROVIDED BY THE MJRISDICTION WHERE PERM IS APPLIED M. 13, (R) THIS P.EU, PREPARED BY THIS MONEER R GENERIC AND WES NOT PRONTO[ INFORMATION FOR A STE SPECIFIC PROECT: i.e. WHERE THE ME CONDITIONS DEVMTE IRON THE P.ED. (e) COMRAGTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ge"ALIANON INCLUDING UM SAFETY Or THIS PROOMr, BASED ON MS P.E.O., PRLMDW HE/SHE GOES NOT DEPUTE FROM ME CONWIG'NS BETAED ON THIS DOCUMENT. CONSIRUCWN SAFETY AT SITE IS ME CONTRACTOR'S RE MU, AURA, (a) MI5 PLO. PURL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (M) SITE SPECIFIC PROIECR SHALL BE PREPARED BY A FLORiDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL DEMME ME ENGINEER OF RECORD (LOA) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FORT ME PROPER USE OF ME P.ED, ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO ME PD. MGIY[ER SNAIL SUBMI f0 MS LACIER ME BITE SPECIFIC ORAWNGS FOR REVIEW. (a) ORIGINAL P.E.O. WAIL BEAR THE MTE AND ORIGINAL SEAL AND SIGNATURE OF ME PROM S10NA INSIDER OF RECORD THAT PREPARED IT. GENERAL NOTES SHFEE 1 SYSTEM COMPONENTS1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL MNOOW GLACE & WINDOW DECAL MA : HV BLADE (1) AND HV WINDOW al Anr �A (WHERE APPLICABLE) TYPICAL SHARER ELEVATION & NOTED ON LOCKS SHEET 5 INWAUAVON DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERM ATE DECALS W WEE[ 8 CENTERMATE ALTERHATRG DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/CLOCK SHEET t0 MAIMUM SPA! TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DEfN18 S-X, W000 SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET IS AREA 3: HV WINDOW At ADE A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 1 HV WINDOW At Ap M ONLY INSTALLATION DETAILS, MU& STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED ,FIE BY St. Lucie County • 1`- P�F-,........,-, — :. ceraS ,. 9 i it 1 :, {�� O ,: + {y' YV ••......•'p`Y 'fs ,VIYMU ,1` PC •CKC'nF.LCMJeAyI�O[/nrs C2017 TLMCO, INC. IL� A S' S A ■ ■ ■ ■ American SHU}ler Syelems A890CIa110nr Inc. 4268 Westroods DriVe West Palm Beach, FL 73407 02017 EA"ON METAL SUPPLY. INC. B Rri M Accordion Shutter System HV. BADE @1 W/ (E W/0 H.V. WNWW BALE TILUT TESTING & ENGINEERING COMPANY MOO N.P. naA. s.. M.. 30`y MLYmA CAiGC,. n,MA SSm Ph' :0"All-1530, F.v : (=I871-1131 �-m �mizl==m WW,ER A PI.0 A,. PE FWROA LIP. F 44167 N IKGCRP PN 64rt dim R Le 1 OLD 15-085 27/I W2 07/27117 x a DRAWING NP 17-107 i (j)HV SOLID BLADE COVERED UNDER US PATENT If 5458179 OF USE OF BtADE.AFKON SHEE1 19 ©HV ADJ. FLOOR TRACK OUALIFIED FOR USE W/ HV L9A" T1ED a0gkv '11 HV GELLING HEADER OIuFiED FOR USE YJ/ HV BLADE(I)ONLY, SEE SECTIONS FOR VALMITI& 6061-T6 ALLOY AND TEMPER MY %MNYNN.t I' .OW C0 SIDE ANGLES O AUFIED FOR USE W/ HV e.a a• a I a a. - �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE( 6005-15 ALLOY AND TEMPER 085- HV HEAD/ERAH fj'y OUALIFIE60FORi6SE USE HV QLa%PI ONL ALUMINUM ANGLES QUALIFIED F0 USE w/ HV BLADE L • ONLY. 6063-76 ALL AND TEMPER �OUPLIN1 FOR U(.SJE Y! NV SLADE6063-76 ALLOY AN TEMPER_ (8)HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV 6063-T6 ALLLO EA% TEMPER CbAPONENi A B it i3 %e 5" 'AW.I 0.192- 0.192- 0.190" j Od90' 0HV SM/118O_,STARTER OUAUFIEO OR USE W/ HV S ADE 6063-TS ALLOY AND TEMPER 842 I g 13 ' s2D — jHOFRRp U SPE AKHSLADEn ONLY. �0 HV RAINGUARD ODAUFIED FOR U E w/ HY 6063-T6 ALOOYEAkI TEMPER. tLP\,„1 G'" ct,(�/��- ............. 0ENF.,:�y ........0 i�i1 TC a2017 TuiEw. w4 lEC p American Shutter $9BT Association, Inc, 4268 1esto0Dry West Palm Bea, 02617 EASTERN NETAL SUPPLY. nIC. RT HV.ordion Shutter Syr sm BADE pi W/ OR W/0 KV. WND0W BLADE TILLLT TESTING @ ENGINEERING COMPANY mMiKR..Ub J+... e]t...1 to- "TVT Am4,PE RONP N.x Ks."aR: DaVre» ¢M ; Etee OD -O 85 /wAn 27 DMC O7/27/17 !S/0....*• DRAYANG NDW 17-1O7.�fEld/n a —�--I L ,nD• J pUN '1 ,aONi OLYAtgN 2 LOCKER FOR "T" LOCK C NT auATr OVALIFIED FOR USE W/ W BLADE ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLAD1E & I�G ROD 6063-76 ALLOY AND TEMPER LOCKING RODA OUALInED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER )INSTALLATION PALL REQUIRE A 7/16 2A' 1 �1 pl I »» QUALIFIED FOR USE W/ WBLADE 1 ONLY 6063-76 ALLOY AND TEMPER / u L -1 C6,- EO FOR USE V C063-TG ALLOY QUALIFIED FOR USE W/ HV BLADE (IONLY 6063-T6 ALLOY AND TEMPE J.161 i 2 r 1 62i ray} Iw HD CENTERMATE'S INaERT QUALIFIED FOR USE L'!/— W Ot ApE( A, l�s 6063-16 ALLOY NO TEMPER ,1t��F21/2' » J LI/A•p T37J HV 1/4" 0— 0 AI I 304 '5'E1I TH MBc REWS QUALIFIED FOR USE V1/ FiV BLADE CIJ ! � -kx�,Al /^�- omn mrzm. INC. O % LL c *d /•l . T j * TILUT TESTING & ENGINEERING COMPANY }THY. STA,C Dt• AIM N.». J"... SN. M, N. aNMe;' M1tl 3, pAons : 005))97wL 1h .aoae )6Tt-ilJl '. •L(�l� [ \\\1 ,1 [N E. "R�NW®~T,IU10 DCesFn!OldA�nfi"ia�N�n'r\.,e a: ® ® HV EGRESS LOCK )UAL l& FOR @ ON HV QU UFFIOEE 1 & USE W/ WONLY. PLISiC HEAD ,ylle• -filar )2 uQU TD ry 1 ScaL`n �60` AFTER RNEMIG I �' 1/4"0-20 x 3/4" sEP°"E arm°c S S THUMB R W t /4"9-20 RIVNUTr r SpiiES G... NtNNV11 (i0M_ES ALOn UREE hINGC MN Lud "m HNSERI. PAST / MD. AS "4WACTURE0 W AYpTJ. (='ERRV TO TDAH. CµSppEN . NM'Me, asim as EWN.. HV "T" LOCK HV ALTERNATIVE LOCK QUALIFED FOR USE OUAUFIED 0 USE W/ NV W/HV BLADEG•ONLY. BV LIE CIJ ONLY. 0.675• Ap,. O J "° OD 'y LHUNONRN CnuiOLA - OR KM T5l Y:n OT)NODi L>6 um. ® }!D LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EMT LOCK -OUAUFIED FOR USE V(/ HV SLADEv& CA A.S.S.Am American Shutter Systems Association, Inc. 4268 Westro00s Drive West Palm Beach, FL 33407 Accordion Shutter System RV. RAGE #1 W/ OR W/O HV. WIAOVV RAGE No 107 SHUTTER ASSEMBLY SCHEDULE FOR HV (111 HV M Q7 ' HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AJSI 302-303 SERIES 0.870"x3/I6' THICK NYLON WHEEL. 0.188`0 AISI 302 SERIES S.S. RIVETS @ HV 1 3/4' ACCORDION PIN W/ #8 HEAD Q IIV 2 3/4' ACCORDION PIN W/ #8 HEAD � ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 4 4i.l a 1 f d .I QOR 9 �® pr ESEE NOT[ FOR NEOWREMENrs) j QOR OWV QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 3a� (i) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV )D OR HV 0 BLADE. jYpICAL SHUTTER ASSEMBLY Ni S' (2) HV PIN ®MAY BE USED IN LIEU OF � AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ e0.3Ee' BLADE WHEN CORRESPONDING TO INSTALLATION -11 SHEET 7. 06g-y p 3) HV PIN Q OR Q W/ 1/2" O,D. 1/16" THICK S.S. WASHER iYP 0 :;HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA SHEET WHEEL CARRIAGE DETAIL N..I.q Q OR ii JAT EXTERIOR W PM ®OR lCE% e1.L0E'S KNU(SEENon"REWREME i R'EMBLY LAYOUT 11e]017 TRTEM. INC. Ii Y TILLIT TESTING & ENGINEERING COMPANY W51 NW. WM ]'S. NRCX4 W1,0M. RNa9 !] F4e�. � (!os)s7ensm . FL.: (!os)en-1u1 t-n,ox 1m 710`c9m A . [8-0fi 4 i WW[R4slUi.pmROftroA Uc (umT f18t5' POLYCARBONATE SOURCES FOR M.Gl9NORmlfT ]KW81[ mA�9rm p@Ai flRSW: 5 <CPIC CMS RErrm.� t4t4 9T] 6CN b/n' OAw U/in .a61[ 1 LRpKIN ASItl G%]we rt..t 9]W nvw. Imo ]�1L I rm =..CY � .xw c.. 14.w R.l [uxwx waANs an 09w lw.ao au vlAw o-c+ "�'EO Izm Am o]sL 1e n.s/M n n-n/n 9'w!'[ 9aAIR A51V 6EW .li S te] L 4Y ..uL [f NIITWp ASIV OL]} C-1 O0.a$ tom. {yq ]� ISIY 019H .WpY 9eeY I6�' KN U11] i[.�9L 11RLWtR K9a1 M[AMiA Ai1V C]e PW] 9s1 [Ne 0..i mrnE zK4v mTOL[ Lunemw AM Ise ew1 9..1 emo w. A.S.S.A. American Shutter Systems AssoclaHon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Yrf1 f1 ells el � iM Accordion Shutter System H.V. BLADE $1 W/ OR W/0 KV. WINDOW ULCE 1 No Ole « i 4-9 I'I I'I o s hIII I_ Li7C11a�i1ti� O. O. O• O• O. O q• O. O• O• O• O• q` O• O` 10'�T°�e(�w�71•��1a TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. ag OF CORNER CENTERMATE ATORY CONDITION /f- ONE HV LOCK (8 or 9 SHALL BE USED AT AS aYE OR BELLOW OF SHUTTER SPAN FOR SPANS UP TO 10! N: HV LOCK �L or MAY RE USED AS AN INSIDE OR OUTSIDE LI A1E5 1/a•a-20 x 1/2• LONG FLAT READ S.S. M.S. LOCARC OR SHUTTER ELEVATION, ALSO BE USED AT STACKING POSITION (NON HURRICANE • ONE NM LOU R or R RNA, I. RI �w 72 OF SHUTTER SPAN FOR ANY SPAN AND mR INSTAL nONS T ANY 4, ATTACHED TO i OR @ : OF LOCK SHALL BE AS INDICAMD-05 URPOSES, UP TO 1W0 HVAa LOCKS TO CENTERMATES 0 w NiCTFOR ANY SPAN )R INSIDE LOU. TWO LOCKING RODSi SHATTER ELEVATION. Ur 1/4 9-20.J/4- S.S. THUMBSCREW TO 2j) OR CENTERMATES SHALL BE MADE W/ I14.0-20A3/4- A.W.mv RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONQ LOCK SNAIL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPA'. 6. uAMDATORY CONDITION IT FOR KLX7I1 • - ' ONE NY LOCK 0 or 0 or @ SHALL BE USED AT 1/2 OF SHUTTETt SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO 20'. AND FOR INSTALLATIONS AT ANY ELEVATION. RV LOCH m or 9 9r 8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ' or Qj' SYMMETRICAL CENIERM41E5 W/ (2) 1/4'-20 . 1/2• LONG FIAT HEAD S.S, M.S. LOCATION OF LOCK SIWE BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ES W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. ►NnTEC nu u1A ^TM 1APV! •un ..�....-.....�..... IN6iALUNnON AR ANY ELEVALIONOCpLTE NgiE LOy SE CK ���Y IBE USED N LIEU OA AN INSIDE OR F H O SIOEL OCK. ANY P ATTACHMENT Of LOCK Dg INCLUDES USING REINFORCING LOCKET , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES !(� AND W/ T/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32• WINGNUT OR W/ 1/4.9-20.1• S.S.M.S. INTO A 1/4'0. 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS OS TOP AND BOTOM IS MANDATORY. *ROTES ON HD LOCKS & MI RMATE% 1. RO ] y(� NO tENiFRYATES 1111 0�9 W/W/ = ONE ALTERNATE HO LOCK (T) MAYBE USED IN UM OF HY AN WSIO- OR Zy FOR MY SPAN AND INSTA VONS AT ANY ETcEViA,TON. ALTERNATE NO LOCH 8 MAY BE USED A AN MSmE OR OUT51D LOU. ATTACHMENT OF HO LOCK g TO YA' IS W/ 3 jB . 3/e• F.N. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT N AS SHOWN ON SECTORS HO9-HY8 AND HOC-HYL•, SHEET le. LOCK MAY BE INSTALLED AT MIOSPAN OR 12' M,xamM OWN OR ABOVE MIDSPAN. USE OF LOCKING RODS g 5 COMPLETELY OPTIONAL IA' P.; ..........S•... 4 �; UCENF•..✓y 02017 BLTECO. let; 02017 EASTERN UETA SUPPLY, [Nt. BER TN Accordion Shutter System �L An ,t ' * wSwAn HV. BADE p1 W/ OR W/O KV. WINDOW BLADE y•'•.• F �; Q TILLIT TESTING @ ENGINEERING COMPANY vsa u.x. xo. w.. AmeNcan ShuHer Systems ABBOCIGHOn, Inc. . „ oLscKPncN asrc M. W.. Lc 1 OLD 15-0E5 7/27/1 D42 07/27/17 ,� F, 44Q,' L4� an.:cl. xrlw w�oEes, narcu xT1e rtwne : (b5)871-15`A _ Fm : (]DO)871-ISJI 4268 Westrocds Drive L'Jn'T�,—jl •' _s�"""'`•Ga1Y s s DRAWING No ' , F3307fWest PDIm BeDa . .. 17-107 P.E. SEAL759Gi(VURE/DAT£ "U� 1 44167 5 11.11 CONCRER ANCHORS (SEE SCHEDULE ON SHEEP C —CONCRETE ANCHORS (SEE SOKOUVE OH Paul OR I SHEET 13) REOI I7 I B @`�Dsr- Our vwNTrco®oN sNaT 7) r NM. 1p'K-20'CROWS.5. E6 Co.US 'CROWS NO WING a/1'-2a LAVES a I2' O.C. 3 RR�pITSr 1I! .230• Mon E 9) JAY WALL HEADER INSTALLATION + KEYSTONE I OR IA,+ uNs. SEPARATION To aL455 L(SEE SCHEDULE ON SHEET I1J msmial I/4'0-20r3/4' SS, CONCRETE ANCHORS NACHINE. SCRMS (SEE SCHEN E ON R/ 1/4'-2a SHEET 13) NUTS a 12' O.C. Mw. SEMRATKKJ TO BIAS$ (SEE SCHEDULE ON SHEET 11) O HV WALL HEADER INSTALLATION UM. SEPARATION TO OLA55 ' y - -`(SEE SCHEDULE ON SHEET 11� w JRREWS -, 1 13a�Is Fl.�jJ55 HEAD USMO CONCRETE ANCNOfl$ 1/4'0-20Y3/4' SS. PIOWPS L_MUSS NEAR MACHINE SCRETaS V POURED CONCRETE J CONCRET BLOCK _ O 72 O.C. (SEE SCHED!R.E ON SNECI IS) I LlFrt r av (SEE SCNWULE ON { 1' 20 NUR o 12. O.C. W i P POURED CONCRETE SHEET 13) 9LOC✓. w REQUIRED L�tICRRC ANCHORS `NQ`UNECaREIE O HV--WALL SILL INSTALLATION (SEE "MULE all RED C'. I OTE SHEET 14) � ATION L.' HV WA SILL INSTALLATION OR CONCRETE OLOCK wA REdrAED HV WA SILL INSTALLATION Sale FOR OF I- SEE SHOOT 4NMR•TYPICALCEHUTTM a INSTALLATION DETAILS W/ ASSEMBLY CMl OE CONBINEa 2- ANY WAY T SUIT IN MIY WAY TO SQIi /diY INSEM!ANo11. E. E mLE IONS ON ♦ SEE LIM A04 OF If19 MR (SEE SECIfIGiloNS ON SHEET 13) BGOE �di SHEET 18 f AAA A � HV BLADE FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``I' V •lr/EpiSA\ `� �4 M17 TFJECO, INC. 02017 EASIERN METAL SUPPLY, Me. NA1At 3 C - 4 ' ERT VTIA A.S.S.A. Accordion Shutter System Ky. BADE #1 W/ OR W/o NV. W DON BLADE • TIsWTESTING ESTING OMPANY 3COMPANY American ShuHer Systems a•.macnPnon own DAA ? c�• •..•Cpp)pP;'_ic�CysttO aTr. aENGINEERING me ElS itA99a0IatlOnr Inc. IH MID a 0' "- PAum : (300)311-1530. Eo.: (x3)e>I-+:3I 4258 P/estroa0s Drive 2 ''-s7ONAL ENG, d m 1a<e a w.w o0osna West Palm Beach, FL 33407 DRAYAING No rrrip•" FLLttR A PLUI Jr. V.E. 17-107 D C CrA. felcuei:,or /nns FUMOA Uc i 4,ID7 y ANCHORS IDLE ON SHED 13) r�ED '� 11 `mow 3 aR 15 C%ISIRG OtA55-- ti TMM M. D 1 ps21191m W1IISmA® / CCT1 HV CEILING INSTALLATION 1 OR �mC 1 EOSPNG GOASs`i m I m L�1,161na sAEr 1a� � DuiamxW wwror y �ma s�cau a xt1 n) 9 AUEFO+AR /NGNIR L04iWN , iI�S I J .! r (FOv1/a' XE% WASHER XEGO i i I I i i i t , J!S ury REN SCkEWS tl 12' O.C. r C - C" S CONCRETE ANCHORS (SEE WHEW E ON SHEET 13) EO RPP IG ME CF_.'i I '+1.-1'J ~ EWE OF SON, IF, RPU491E E aP YIRNB' LIGOLC CO. CO/2 wPNGpLE PoURED-/ COr AM Oa CONCRETE FLAT NND CONCRETE ANCHORS NCREiE I R7VIREO � R RAT HEM CONCRETE ANCHORS REQUIRED (SEE SCNEWLE ON SHEET 1A) .,D.• E. c- (SEE SCHEOLLE ON BRED 14) It TRENCH INSTA eTION Q. (13� HV FLOOR INSTAL ATInN1 t HV WALK -OVER INSTA I ennN ONLY FOR UP TO ♦70, -75 P6F A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDIR.E /D. SHEET 11 `_�ti aaa tdmar I CONCRETE ANCHORS (SEE SCRIBBLE 0.4 -�IA55-? "Nro V -- 1 nm ,H E%15RNG —: ; E%ISTING--j 1 SHED 15) EXISTINO I/!D Rx SRI= TAPCp1 I,/ p IRtW.m 1HRFlDtErjf Ol CUSS D CUSS �I sern0.ttN a1.v 1u%Ssth.[ W waf 111 ���\ 0U55-� LE7 TOP di 1/.b Poa.C5 µ;RNM VfryRa NKMK PJ V.FIX., I IJO 1M i wrop)v/� H) 0.C. 10 OVN oy 1/K. ti-4' IP i11 C-0 I K. J 1 f� 1 4V/M of flgtY IAtiR)ILR NUD NOR, `. • 3 OR 15 I I �� H10.SNEgANFIA E 0 • r it uun)f 3�8 ..I/2' y fl1A%]/K HEK NFMJ TEK SCREYNS O ( t ] e' TER / K MERE - / 12' OC I mrt. Ruair 1/. T— ; HaY• 9 0 G oR 1/<R to ss. Ns. CONR.'RETE ANC"OFS tl _ TL 6 . 7O ]/ ✓ Bt A.3/A• SO q i t 71 IF' 1pro- W/ NOT O 9' OG ' (SEE SCHEME ON B 1 ! ( O 9 0. C. __ ' ' 1/f 11 �. USe.: 1(4ayp SHEET 14) n � 17 OF 18 1/2 IM5 ' WE OF "� 1/2'J T '- I% i6_!\. 2 W aR. � uswc Awl Gmucnrnx xALL 11Rv (DCCORAIn-e aPPLA37 ; CONCRETE ARMORS '....J . I . �fOt Bv]/D4' F.N. SD.S, r. .. EO N . Sul SEE NOTE 11 S O •" =40FE1E r D, '��— POURED RETE (SEf SCxEOUIE ON OF LDNCRfTC CK SHEEN N) REWIRED ON SHED 1 PaFEp CONLFRE CR CONCRETE ROCK SEE NOTE 13(A) '. • ON SHED 1 , WREN _-PTIONIIJ SECURER �Po qR © O HV WALL WALK �1A� U TAA KEYSTOE I TION REQUIRED GU D —OVER INSTALLATION 1fAluw Ai0' GFSC1oURFJ6ORG aNIN t NOTE FORA t THIS INSTALLATION SHALL BE ' F. D. -EDGE &STANCE RENGvM& x'REP PERm"M I- SEELYH� A FOR TYPMAL SHUTTER (SEE EFEGRGRCNS ON SHETT 13) R�EEMNT TO RWCEM OPERNSLE E. 0 WEELAL IOLT ON SNET OF VIX FOR 2-NOUNTINGSMT=CAN BECONSRED IN ITT WAY TO SUN ANY NSFALun 11 INSTALLATION DETAILS W/ HV BLADE DN. AtT yN RA. t ", FLORIDA BUILD! COOSN2HSN E Hurricane Zone S501dNyACE=2elymW. me ' A SUPPLY. INC. *'3 p A S S A Bon A te H �L� A.S.S.A. Accordion Shutter System HV. &TIDE (¢1 W/ DR W/D FEV. WNM BADE "�'• •J• nWT TESTING & ENGINEERING COMPANY American Shatter Systems , N BOB' '"on A '•,,f: Pl• Nb rcx, aJa... sN, 6Io, xR PwMN, R .,. 1 Ina. 1 OLD IS-0e5 1 A7/I DR! 07/27/17 (305)871.1530. rP.: (3Gs)m1-1v1 t Pal W BeoC es Drive 's��NALE��,df1f,n[eu�`O6iroe<m west Palm Beach, FL 33407 3 DRAWING NNa�/ I�'�•.. p/HP✓ xKRx A 'LUT Jq P.E. A ' 7—i 0 r P.E_ SFAI /1ICNATIIR9/FIAT7 FLACA Lit / 44161 L RLL R� ta_ RL 7 r o • @ /}} NCIL NSaT81HLOY)AWu. I 112 p ®• — NlCRS T/O CONCRETE °OP/80f10Y) G (4)ItOrt/3" 5JI.S TO NRE, a (tOa3 SM 0 12 ' EPC AT H ANO1EIiTYP) N , L SEE NOTES ON LOC"G RODS S®, 1N ,5t1NO CJsS INSTALLATIONS W/ 1 HV MD ALTER VW LOCH Q�IXT Am 5. BLADE W HV CENTERMATES *�EE�NTERR ER PP��C p RON eunECD ®" OR a scF FND WALL CONNECTION r--IXISONO dA55 ....------ --.----n.-----'---.--L- L— *f v v v v v —I cuss, W SCIP ON To c uss (SEE SCHEou I N OPTIONAL � 3 ON SHEET 11) (IN1FAbR) L OUT _ _ _ OU7 1 (E(TERtOR) uvn ..,r,....,.,-- IN (SEE SOiE'I ON SHEET 0 OUT 2 HVC MIMIEN-70 HVE HVF** —FLORIDA BUILDING CODE Non Nigh 07011 PLTECO, IxO. 02017 EAStO TL E o . A.S.S.A. acE #1 W1 OR RV. 6IADE p1 WON 0R TRLIT TESTING k ENGINEERING COMPANY American $ $y313TT13 v, x OCSI.RNRNax aus Rn. Tax sN_ SNL 153 vscvu: S, nmra me Association, Inc. 1 OLD 1S-C85 Pneo.: (saa)an-isso .ra.: (Tas)an-Tsv (34S 266 WeCflenr 4266 tVeslroads Drive � pT.wm t"O C9-coosTty West Polm Beoch, FL 33407 s W&TER A i Jr. P.E. A 11"M Lie. ! 44161 y B i CAWING No 17-167 48 OF 20 AUERNATE INSTALL6JJON" " LOC MALE/FEMALE 'IT" LOCKS CENTERMATES 8 LOCKERS V W/ (1) HV BLADE SEE ENO CONNEMN OETAILS ON cN ETR 10 A le OUT B� o9�rw •x and uvnswItatwB BuoE®opuL xo-w•n . 6 ] � 8 1 dim w rxq sxm, wr Bc v5£o wRn tts 4Ray. �1 .®n©.®a©.©e wmuura . xA Swar IMALLATION C7 HV BLADE XL -HD CENTERMATES q1 , 02 . 3 ILW}iL NWQ µLy. uaE .m1 ".y rum wcwa 1v Lcxatr ,n. p)nAt/Y 24S N N6[ ',, �. /tp•l/f Su5 a fY — — « — t I n elcx uvu R"1 � wc. rua "xpr V "T" ©OIN (anisx(>rP.7 IN 5 3 LrHOCK (INSIDE) i L e •' w�is"tiro.} "rc \ au a aw n 28 oNT ' 31 oat f 3S 37 9a© 31 OR 31 oa ! sEE xB¢ B ma xv 1a«®, 2 1/4" 0-20 x 1 1/2" S.S.M.S. �4 •i�3 r 35 r r Eax, ox sx2r s. r "T" W/ 7/8"0 x 3/32" WINGNUT. (—� ) H 0—HV9 OUT HDC—HVC i�0 HV LOCK (OUTSIDE) ® SYMM TRtCAL HD CENTS_ RMA TFc SYMMETRICAL HD�f N RMAT t arms 9u. uwwBu LVG* WV QCK (XT RIORS C I xuat'Mmkvugwso Ww1m. P. Br d9¢ Kxnr mx, vwwroam, xn xMEr PMS. p1 EaWL QTv©• �© ®r � 0 •/H�' (6) 67)•0.116)-157) Qa ON17 PLIECO. INC. IL ECOINc. TIWT TESTING & ENGINEERING COMPANY UU N.q. YU. St. Sb..J05. NFC GGppy. /.q'.y5 J) Ptwm : (30J�P1-1JJ4 : 6m : (]0J1B)I-UJt .-mom: tatxeo,x,swm tll-IXMBl19 YUUER A IIWf ,II. P,E. Wooer, pe. / 416) A.S.S.A. American Shutter Systems Association, Inc. 4288 Westroods Drive West Palm Beach, FL 33407 a"GI wxL 9 w ! *r WM=Lt RCLNG C.Vi[D GRLL o- . 6 vNAt (G9 I.LL LfxRFW16 •a11GMNwM lugQ INC. Accordion Shutter System KV. 81ADE #1 W/ OR W/0 HY WH1OW RAM WING No 7-107 POURED CONCRETE OR PDUREO CONCRETE POURED CONCRETE ���ppOURED CONCRETE -- ----� CONCRETE BLOCK WAIL OR CONCRETE OR CONCRETE RECLINED J OR CONCRETE REOUIREO OLOLK WAt1 REOtnREP OR RECLINED`%'J BLOCK WALL REQUIRED CONCRETE ANCHORL ., �E%SRNC 44.A5^ / EK(SlINC CLASS, -1 — 1- I- G / ` T' / x• MIN. ERISTING GLASS � x' MAN.— — -S � I MN. ISL=imANST JJJ ` t EO 'l TION, TacuesIsor ED i0 w(SEE 11 � BMe'.©1,, To Cues �Y MN S AUTIN SORDAL of SIliT 1/i6•i3• . ON S41Y; 19 zoN S0 MULIC ON SHEET I" TO aA.S (8E III rM Bucc OA'a (6063- Ni. (LOCATE AI/.������ a! 9$T 19 FDR M. 41ASEfl @� p .CN 4dLT I9 -To I E OR sNECT NO EIM R SIDE 6VEE5©6 p PLATE. (LOCATE 1/2' ! , E3 'ADESOR 0 I/ OV 41EEf 19 FOR QF s'd) suTE M _ AT mMERMNr 1 I 1 DAusOa p IIx i ' MLY. -I I 4 VSC I OR x MAX. I I .I 01011/2' S.M.S.; d10.1/Y SM4. I % ' (AS APPUCABLE).x'A1/e'v0 a le" O.C. _K a 16' O.C.~" Ir — ALUMMUM CUP ANGLE �,(` (6063-T6 ALLOY) AT MIQHIOCHT 4 i (1) diOrl/2- SATs. TQp& \ (2)1/4'9 TAPCCNS ANCHORS TO I'r SEE DETAIL K WALL AT I. O.C. (LOCATE AT 1 OR ®' SEE OETNL K FOR OR ®. SIDE C04NECN N I OR ®' EITHER SUE OFO) Q OR SIOE CONNECTION TO TRAI: 10�o- e [Ja�w a 10 •®- TO TRACKS ' ®-©'OJ -O 10 •®w SEE DETAIL K FO ®'©'RY'©. ^ w ad6#.) u6 .®u tOP®a©'Qi-©•®- SIDE COONNECTION 1 Ow©'.fOJ�wQol�.®w •®°'©C•Q'®' K©Y,w^O-O•®w 6 •�•YJ"'©•�'®w END CONNECTION DETAI 1r�- END CONNECTION DE ®2�® END CONNECTION DMI Q ®FC O-® gTALL 3 END CONNECTION DETAIL ONCRETE OR • FEOLI(RED ONLY FAR 6PAN9 GREATER INN, 12•-0- �EKISTIN I GLASS / CONCRETE BLOCit WALL EXISTING 4 REDUIREO CUSS Not Sryh mvN 110.1/2' SM.a 10 CAPS!(g 0t6'o:C. IAwTiaN D all —_--____! Itl SNOUT l Q)n'm CONCRETE, \`/x'Mp. TATfd.EE Ov / _____ __ ®OR®�® -.._ ANC CDrvCREFE �G)Ap IH .. 11 FOR 191D FOftp 4 OR OR1 Oft1 INCETEHOR j ---- 416• 1/x MIN. i EQ 5 Ei.FL55mhp MID r�'----- -- .- — :-J _---_---� `� � MIN`4 ' - - . EO �_ f• Oft®OR(BOR Y' ,41N" ` I x- M'N. • SEE UTA A➢ONS Or USE FOR © © ® © VIEW v ,J 5 SEE 8ON SHEET 19 i OR 1 OR 1 OR 1 GR@ VIEW Y t OR ®' PLAN I_ POURED CONCRETE OR 1 OR ®' '� ®-©•Q- dd''�� ®'©'OJ -OO -O.O•� CONCRETE BLOCK WALL /6�,� R�. !� '®•®"©•O'©'®- END NSTALLATIO REQUIRED l'�s®'xvKy- •®w y �©•C>)•O-©O ©OO ©-© OJ'®- 1 HV BLADE OR HV WINDOW BADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SQ Q•®.®•®.. •®w. r ON DETAIL © _ FLORIDA BUILDING CODE Non Hi h Veloci Hurricane Zo,, 55551 \P•: •"r C•'•; Gt01> iR1E IDxD1J FI$iERN "UAL SUPPLY. INC. c c A E A V V A IN i* 1 L E C O ExT . , Accordion Shutter System L p N.v. � #1 w/ OR w/o N.v. W1Wq'I �J'➢E 9 i•��•^rcVY TILUT TESTING & ENGINEERING COMPANY Amerlean S,IU118r $Y9}DTS Ly, p US"." oAn on.VM aM L.c. pn'•. L535 wss NW :aM s.. �.. ..,RW�. Y.�,oa,s. RM.W �I Associafl Inc. 1 cLD Is-Dss J/2)/1 0Am PJ/xJ/iJ PnPm : (3G6)6T1-I330. Tax: P96)9J1-1331 4265 WeSL(COD. Drive R DRA(YINC No s/�NA�E�3©,rI1151 -"'Ee olt«eeae,ccm West Paim Beach, FL 334Q, a q •.� =6719 ' fflf•"" RN:iET P.E. SEAVSIGNATIIRF/DATE NORCA Lk 1 441V i SPAN- L+" OR "L-- MAXIMUM SHUTTER SPAN* "L+' ATIONS W/ ®r rr OR -L-• (ft.) FOR por D MSTALLATIONS WI V 10 LOCKING RODS Dfr 28@ 29 W/ ONE ONE HV LOCK G, 30 IV/TWO LONG W/ NO LOCKING RODS (SEE NOTES 1, tt) AS AO� - yaNI,V,•' v ''� ItIKl fPE5150. OFS(N WAll MOUNnNG fLGOR/CDNIG >NI1wn[ WNy MdAyM1yS V IKNIRWC 8 NDDwmurw PotRiIRID fu,mmiBF ee MAXIMUM SHUTTER SPAN* "L+" R 'L-" (ft.) INSTALLATIONS W $ W/ ONE HV LOCKS OR W/ NO LOCKING orS (V,MUO FOR MGUWNGQ SKEET ]) CWICRETE AxDowcl INs]uunpxs Ix.0ILWP/CfLL1rvD MRJI.TA'C A Os MOUNikN6 ]D 10'P- -O' 39 IS'-2- 16•_5 IC-2' IS'-0' I3'-4- .-a- Ie.-3' SO L70 ii'-i' tP-I t• t0'-V 10-F1- 9'-S• ID' -I' 8'-9' 9_e 5 g'_g• INttA1I eT ON 1 FfdNn CONCRETE 8& MANSORY WOOD WALL A. B, C, 0, E. M. N, 0, P, 0. MOUNTING F. K & L R. S. k V FLOOR/CENN6 MOUNTING C, H, I, & N O MNOMUM SHUTTER SPAN 'Lti OR 'L= TOR INSTALLATIONS IWO w00D SHAµ BE LINKED TO 105 PST. AS.D. DESIGN PRESSURE itA I t HV CORNER CENTERMATE !3 MAYBE USED AT ALL MOUNi1NG INStALLiRONS. LOCKING SPECIFIGATONS SHALL SE AS 1434ATED ON MANDATORY CONOMON !2 NOTE q5, SHEET 5, ttTOMEPi THAT M4`FMLM SHUTTER SPAN 'L+' OR'L--' MID MAXIMUM ASD. DESING PRESSURE M7ING FOR INSTALIAPCNS INTO CONCRETE OR CONCRETE S DCK SHAL BE LIFTED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64; ]2 D.s.f. AND 8'-0' SPAN, SEE MOUNTING QM ON SHEET ]. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 HV BLADE NS•: F "9 02017 Me=, ING, 1 LTx ETC Inc Q TILUT TESTING h ENGINEERING COMPANY l� FKana :(Y15)821-151p . Faa : (305j6]1-ISSt -mok SibceOaal.cam J'1^•,. r'--�)Y .,EP ``V\ ,1 rN FB-D008)I9 • ALT RR A WTlwT Ar. PE t'\411RF /OAT, MOR F1:DA UcF 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 W.-_---- Drive West PONn Beach, FL 33407 (1) L+: MAXIMUM A.LOWABLE SPAN FOR A OMEN POSNWE ASD. DESIGN PRESSURE RATING, L-: MAN. ALLOWABLE SPAN FOR A GNEN NEGATNE &S.O, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/80170N) OR FLOOR/CEILWG: GNEN A POSRNE ASe. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L.- FROM SCHEWLE GWEN A NEGATIVE AID. DESGN PRESSURE RATING. DETERMINE MUNUM SPAN %- FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO TIE MINIMUM GETERMINED SPAN BETWEEN 1.+' AND •L- (3) PROCEDURE TD DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETV.EEN WALL VOUNTMGS W/ FLCOR/CETUNG MOUNTINGS: FOR A GNEN POSITIVE ASD. DESIGN PRESSURE RATING: DETERMINE: LI+e MAX. SPAN FOR WALL NOUNTMG INSTALLANON, LE+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INS?AllATiONS FOR A GIVEN NEGANVE AS.D, DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LT-- MAX, SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FNAL MAINNUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM REttrtEN 'L,+', 'LU+ . 1,- ' AND iU-Y (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RAMC TO DETERMINE MAXOIUM ANCHOR SPACING. �.DB �T-H-A- PLY, I Accordion Shutter Syst( (LV. _ ll W/ OR w/o_ V. 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