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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: I. BERTHA H.V. ACCORDION SmKN`M stem" SHOWN ON THIS PRODUCT EVALUABON DOCUMENT (P.E.D.) HIS BEEN MERIFIED FOR COMPLIANCE IH ACCORDANCE WITH ME 2017 (6111 EDITOR) OF ME FLORIDA FORCING CODE. THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCOY HURRICANE ZONES. OMON WIND LEADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE TIGHTENED CODE, FOR A BASIC WINO SPEED RECLINED BY ME JURISDICTION WHERE SHUTTER WILL BE INSTALLED WIN A DIRELTIONAUTY FACTOR KEs0.M. USING MOE 7-10 AND SHALL NOT DOEED ME MAKINUM (A.S.D.) DESIGN PRESSURE RATINGS INDIGIEO ON SHEETS 11 MRU 15. 19 A, 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WHO LOADS DETERMINED PER AIDE J-I° SHN1 BE FIRST REDUCED TO A.S.D. DESIGN WIND WADS BY MULTPLYING THEM BY 0.1 IN ORDER TO COMPARE THESE W/ MIC (A.S.D) DOWN PRESSURE ROUNDS INDICATED ON SHEETS I TH" 11. 11 h 21, IN ORDER TO VERIFY NAT COMPONENTS AND AUTHORS ON THISP.E.D.. AS TESTED, WERE NOT VM STRESSED. A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER. A WINO DURATION FACTOR CD.1.60 WAS USED ARO FOR VDMCN OF FASTENERS IN WOOD. BERTHA N.V.ACCORDION SHUTTER SYSTEM'S AOEOUACY FOR AND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER All REPORTS. -NV BLADE O 10214.01-03• 10715.01-03, B1004.01-05. 11214.01-05. #0317,02-08. 00609.01-10 AND #0210.01-11 AS PER TIE-201, TAS-202 AND TAS-203 PROTOCOLS AND MIN E-188B AND E-1996 STANDARDS (MISSILE UVtLl D. WINO ZONES I. 2 6 3) G j1220OI-10 AS 11 US 211. 203 S 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE @ /0505.01-11 0.5 PEI III E-ISM WO E--1998 (MISSILE LEVEI 0. WIND ZONES 1, 2, 3) BASIC PROTECTON IN' µD / 0125.01-BB AS PER TM 202 PROTOCOL. 2. W SLIDE ()ART W MITOGW BVAE 0 ARE ENGINEERED DO PARK IN UNISON WITH EACH OMER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INWCATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (MI SCREWS), USED AT BLUES KNUCKLE AND FOR DIRECT .01M CONNECTION TO TRACKS SHALL BE yHv2J5' AND /14e1.15- RESPECINELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS. WHIN 135.0 km YIELD STRENGTH µ0 TOO ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HE OACROSHIRD COATING SYSTEM AS MANUFACTURED BY APPRCAD COATING APPLICATORS, REGISTERED WRIT AMEBICµ SHUTTER SYSTEMS ASSOCIATION PINS MUST BEAR ME HV MARKING ON THEIR HEMS. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY µ0 MIAPER AS INDICATED ON SHEETS 2 µ0 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kei AND 33.7 ksi FOR 6005-M ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIA SEETS OR CORROSION RESISTANT CRATED CARBON STEEL AS PER 011, SW18 ITH 50 ksi PIN, WELD STRENGTH µ0 90 ksi MIN. TENSILE STRENGTH. µ0 SHALL COMPLY W/ RORIDA BUItOIN6 CODE SECTION 2411.3.3.4. 6, SOLIS 10 BE ASM A-307 GALVANIZED STEEL. OR N51 304 OR 516 SERIES STAINLESS STEEL VAIN 35 ksi MINIMUM HELD STRENGTH. ). SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV SOME 0 : 12.13.14,15 AND 20 W DUANE O A p WORKING IN UNISON: 12, 13 & 15 8 METAL BERTHA H.VN.CA000RDION SHUTTER SYSTEM BEARS A U.S. PARENT 16-779,582. COMPONENTS OF THIS A PROVAL ME COVERED, IN WHOLE OR IN PART BY U.S. PATENT /SY56,179 ISSUED TO EASTERN 9.17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS CF ME STRUCTURE WHERE SHUTTER IS IO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT GOODS WHICH REMAIN, NRU FASTENING IN COHINUOUS CONTACT WITH THE EDITORS TO PREVENT 1Y1N0/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WOI WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OTHER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL W AND NO CENTERIMIES AND ENGAGE CRUTCH ALL NV PRO HD LOCKS, I1. SHUTTER MANUFACTURER'S UREL SHALL BE LOCATW ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WIN SECTION 1709.9.3 OF FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED MR EVERY OPENING. MWELINO TO COMPLY WITH SECTOR 1709.9.2 OF ME FLORIDA BUILDING CODE. 12, BERTHA N.V, ACCORDION SHNTMR SYSIELI'S INSTALLATION SHALL COMPLY WAIN SPECS INDICATED IN THIS CHAINS PLUS NM BUILDING AND ZONING REWUTIONS BROODED SY THE JURISDICTION MERE PERMIT IS MPUED To. 13. (o) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROME INFORMATION FOR A SITE SPECIFIC MNGJOCTaLe, WHERE THE SITE CONDITIONS DENTATE FROM INC RICO, (B) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE µ0 INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROMED HE/SNE DOES NOT DMRE Mom ME CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SHE IS ME CONTRACTOR'S RESPONSIBILITY. (c) THIS P.EO. WILL BE CONSIDERED INWLID IF ALTERED BY MY MEANS. (E) SHE SPECIFIC PROJECTS SHALL BE PREPARED M A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH YALL BECOME THE ENGINEER OF RECORD (E.O.R.) MR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.EO. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.FO. ENGINEER SHALL SUBMIT TO THIS DOER THE SITE SPECIFIC DM INGS FOR REMEW. (I) ORIGINAL P.E.O. SHALL BEM THE TOM AND ORIGINAL SEAL µ0 SIGNATURE OF ME PROFESSIONAL ENGINEER CIF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTETI COMPONENTS 21_37 SHEER 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL %MUCW BLADE & WINDOW DETAIL AREA. 21 HV BLADr nD AND HV WINDOW BLADE (,1A (WHERE APPLICABLF) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTAUJU ON DETAILS A-F, CONCREM/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMAM DETAILS W SHEET 8 CENTERIA4TE ALTERNATING DETAILS HV SHEET 9 END CONNECDON DETAILS 1-6. CONCRETE/BLOCK SHEET to MAXIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET H ANCHOR SCHEDULE- WOOD SHED 13 INSTALLATION DETAILS M-R, 1000 SHEET 16 INSTALLATION DETAILS S-X• WOOD SHEET 17 END CONNECTION DETAILS 7-12 & AREA 3: HV WINDOW X. c100D ON Anr AA SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA A• HV WINDOW BI AQF CTi ON SHEET 19 Y INSTALLATION DETAILS, METAL STUD MALLS SHEET 20 THIS DRA4JING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED BY St. Lucie County _ P�0- . ,.. - :..... "F/' v-- Ns F ..? z ,, (/((*.[{(r/�,{ ] �015/5i U�% 2\ `•. / �' SA 02017 MtECO. INC. IL E C O ENO • A.S.S.A. ATBFIOan Shutter Systems Y AssoGla}Ion, Ine. 4268 Westroods Drive West P.I. BCBch, R. 3340, 6 Y011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System HV. ELATE k, W/ CR W/0 HV. 1MN00N ®LADE TILLIi TESTING & ENGINEERING COMPANY tXT N.w. Jea. STILL al.. wax . Gwg1s.'MR X m INN, Phan : (]0')SF1-1!]0. fov : (dp5)6>I-191 -ma:t Ln1e:aRAOLmm WALICAA TI°I"vi1B.. e.c. Ro9uA LK. / 4am OISCXIAI4N DA DMWI! D: l.t 1 ol0 q-0es 7/vp WIG O1/n/n - F� '• . --�SS/ONALi:" •,`1 P.E. $TALI SIGfl i6E/DATE 2 6 DRAWING ND 17-107 4 s _ SHEET t" 6\ 'SEE ToP HV WINDOW BLADE )NS OF USE OF BLADE ® ON SHEET 19 6063-TB ALLOY AND TEMPER _ 3.ess• • 1 � ^i - - 'oar.• L_ ._............. ........ O3Z3_I : 071' (6)HV ADJ. FLOORHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE rl 6063-T6 ALLOY AND TEMPER • 191' L iy5 I I�� J � I, egs• � $ (11r HV CEILING HEADER C LIFIED FOR USE W/ HV BLADE ONLY, SEE SECTIONS FOR VALIDIT. 6063-76 ALLOY AND TEMPER MN X 1EN Y MN. 1 C63- 11 (16) SIDE ANGLES OUAMFIED FOR USE W/ HV BLADE (Ill 6063-T6 ALLOY A"N0 TEMPER am I51' �I 51 1.999• (3�iHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE J 11 6005-TS ALLOY AND TEMPER (TYP. OF nl ) G HV ADJ. ADAPTER W/ IP UULLRIED FOR USE III HV BLADED 6063-T6 ALLOY AND TEMPER VF V/.RIES [I( J II.'_pe3. Aso' o '1-� HV HEADER/SILL OUALIDED FOR USE LV/ HV BLADE(I)ONLY 6063-T6 ALLOT AND TEMPER'- .I 1! ALUMINUM ANGLES QUALIFIED `OKUSE ;V/ HV BLADE I ONLY, 6063-16 ALLOY AND TEMPER VARFES . O 1 r.17�. n Ln ry HV DIRECT MOUNT QUALIFIED FOR U%E W/ HV BLADE I 6063-T6 ALLOY ADD TEMPER y 0]i m L616• .099_ 1 � _Lr.6 C1HV WALK —OVER TRACK, OVALIFIED FOR USE W/ HV BLADE (l 6063-TO ALLOY AND TEMPER QUALIFIED FOR USE W/ SEE SECTIONS FOR 6063-76 ALLOY AND COMPoND:T A p 11 T] (\3 ]' 5' MAx.I 1/6' 1 V6' 'T9" 3.5' V uFx.' 0.190'0.. I'O' :J 1. 5 AM. 0. 139' iO.IJ1' .01E PER., I.C. I L�T E—I C O ,,,�. •� •/F TESTING & ENGINEERING COMPANY I = an . ..... nay. x:1,. sa sr<. fills. M9u.+. wRRENa navel m c�� Pe=::.: (zosla]I-Is3o. r<.: Ups)ml-uv 11; .\1ww LLP L. .-man: vweawa::em [E- :10 TLUT19 IY%TER A,. TILIR :r, P.E. 111 Ub�E1jf1F /OUTC ROegt Mc 1 u161 6063-T6 s DWI- _J _ v8.-- (�hY .. 1R TRENCH TRACK QUALIFIED FOR USE VI/ HV BLADE i 1) ONLY. 6063-TB ALLOY AND TEMPER WAIES1,skRIVy (141 HD WA HEADER / I '� QUALIFIED FOR USE VV/ HV BLADE Cl.) ONLY. 6063-T6 ALLOY AND TEMPER 3' a.:25' j 3 0.690' �3JI .�20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc, 4268 We6lroaE6 Drive West Palm 8eoa1.1 FL 3340, USE IV/ AND TEMPER (10 HVHV RANGUARDN 'QUALIFIED FOR USE W/ HX BLADE 6063-T6 ALLOY A D TEMPER wzOv E TERN METAL SUPPLY, INC. WERT—�A HVTM-- Accordion Shutter Systet H.V. EIADE #1 W/ OR W/o H.V. WNDCN MADE V. N CUS FlNCR CATS CMm+ 61 LC. M Om I5-0e5 ]/27/1 7A65/27/1; DRAWING No 17-107 FOR USE W/ HV BLADE I,01 & 1'b1c ONLY 6U63-T6 ALLOY AND TEMPER /` 'vVry "FONT ELEVATION' (YT —OCKER FOR "T" LO K.ruTER��ATFOR "T" LO K CEHIER��AT QUALIFIED FOR USE W/ HV BLADErIONLY 6063-T6 ALLOY AND TEMPER 1.11 -I..214' I d � I .�)l CE TERMATE W NO OCK�:�G ROD QUALIFIED FOR USE W/ HV BI.ADE �& L/ 6063-T6 ALLOY AND TEMPER fi LOCKING RODS OUALfPIEO FOR USE W/ HI GLADE 6063-T6 ALLOY AND TEMPER S�INBTALLATION WILL REQUIRE A J/� HILLED AT TRACKS FOR PROPFIYFM 2� 4- r�r f� 1 .I f2& HV MALE LOCK c u�����e�c UVALIFIED FOR USE W/ HV BNOE,IIONLY IL9: 6063-76 ALLOY pN0 TEMPER `l 6063-TS ALLOY AND TEMPER Na C0 I 1 6.. / ur asx¢ (sus arro ccxrt0 (z re.l I Li s a .16= j ,.& KSS [N.VDEP 1 K. (LNFOY! FLA E.) V LOCK L3?S_ m OUPLIFIEU FOR USE W/ M`.' BLADE) & TN ONLY: QUALIFIED FOR USE 6063-T6 A ]161 I �n HO CENTERMATE'S T UUIdIFIEO FOR USE :� tw BLAUE t:&. (A. 6065-I6 ALLOY NO TEMPER :1/2• _ I ._I L Al/4b 0-20 AISI 304 5ERIES 5 5. THUMBSCR WC OUPLIFlED FOR USE W1 HV BLADE (1) 1M1F._ 0- JDm rdE GSl Ncu ma Ex MY PAMm f cfass{NPu-� f" ¢PASS cnlx D Ia:Pw[ :ur[q ® HV EGRESS LOCK QUALIFIED FOR USE 'W/ HV PLACE T & (9 ONLY. �x • I. PIACL.. ua[D[D iu 8 SCNEW rI - � I �1I L.... PFiCR RWEtIN-u n� ,^• 1/4"p-20 x 3/4" BEFORE RrvErmr. 1 " LRL S.S. THUMBSCREW 1/4"O-20 RIVNUT* „e/¢_ sNN[.. rsERt. v / Be20. A•, r4NwnT1'K on. nC Ilv 1[YrORH. PMS�PPCNV• NEW lseS 70M OR Eg iiV T L C`V T L"T" LOCK"T" LOCK V T R ' V 6 G 1-41"1 FOR USE QUALIFIED FOR USE W/ ' W/tIV BIADE(t ONLY. BLADE QT)ONLY. O615' All. O 1 .I125' Nv. n O 0 n 4 I e0 pp $f E Oi,. _FMUkU1lIRN O OR KEf OR NC' 5J `ym CYUNDtR LID LOCK 6Y RECENT HARDYI�MORTISE LOC. 6EN-E5 2133 HOOK SOLT LOCK. QUALIFIED FOB USE. 'W/ HV 91A0E`)&.11 =02017 w:: b >A' .�� STALE OF. ,. • ' 'e ''•:<OR{OP/`,a4c°ILL' -�(� •.... •• 1 . ISy/5 tw\p\ 1 o r 4FiY��iiGn41\,1od ...:- TIUECO, INC. 1 L� ■ ■ American Shuffi er S slams Assoclatlon, Ina 4268 Wesiro0tls Drive West Palm Beach. F L 33407 02017 EASTERN METAL SUPPLY. RIC.cSABERTHA HVTM Accordion Shutter System KV. HADE #1 W/ 02 W/O KV. WFOCIN BLADE TILLIi TESTING & ENGINEERING COMPANY 4])¢ Ilw, ]61n. 51• M.. N( IPG,u..''s. I�.P ' PI... (=)371-1530 . r..: (3m)e21-1531 "m=n: ..,m E6-Da0¢nz WaLTEi A IIWr !,, P.E. n.oPlse J' ' 6a¢J EY, x 0[sc6iPn0x opt[ DPINM fir: Lc. 1 OL0 15-C8$ J/2J/1 PP1E: OJ/2J/IJ z > '- DRAWING No 1 7-07 _. _. SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV BLADE I H✓ BLADE 1A HV LONG RECESSED NYLON BASHING r@(DHV HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES ¢.870-K3/I6" THICK NYLON WHEEL. 0.188"0 ANSI 302 SERIES S.S. RIVETS d® HV 1 3/4- ACCORDION PIN W/ @8 HEAD x ® HV 2 3/4" ACCORDION PIN W/ Y8' HEAD ® POLYCARIONATE IMPACT RESISTANT RV WINDOW fOVISEIIIENTS AT EXTERIOR BLADE KNUCKIr FOR 1 (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OP, HV ® BLADE. ,.PICAL SHUTTER A S MBIY (2) HV PIN (9 MAY BE USED IN UEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HIM ACCORDION SYSTEM W/ ITV 1O BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Os<> 0 (3) HV PIN © OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER �? 0 a> SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAII. X, �'a> �°i SHEET N.I. WEL CARRIAGE DETAIL HE EXTERIOR A (GOR OR ® I I I: i. EXTERIOR NV PIN © OR A AT EX TOR_ 640E'S KNUCKLE. \ (SEE NOTE K FOR REQUIREMENTS) I'. I; i' ,OREMBLY LAYOUT 0635' i0E .0835' a(Eaex`;.. .0635 p835' TYPICAL HV WINDOW GLADE (1 Al ANDI POLYCARBONATE HV WINDOW DETAI * 2QLY ARBONAi UIgA T R TANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 IIivW[ MAi] nMLU IN¢2va49 S� Ma:LTdl mmL xm ]morrx AsIY aws 9..eD aw. K.xD P..I. (1[v:.W SM�GTx .I DEW lY Ott0 lyzy pv,t ].,W Pvi {[vuMl uoglLS 4•iY D]vp ] RWJ s+l yzFUO ..ra NY¢YiD rzC'J .{ry o]Y Ie R-2,M n -,o D¢a x.a Asw me,s . P}R 6 EL0.wW ML C" Nz -r tV, sn] mncx wnr ormn la.D � Pea y T,rm¢sw: ww Tc u smaw�x .nrn .uuLx,e .mr mA Pwz a.t seh .... curs¢ mLv avc+c r,.wuv AnY w9 e..: P.s emD P• `1.1 T? ' �'; • JGEN$F :..;'� ? Q3ol] TarRro. we �L A S S A ■ ■ ■ ■ American ShUHer Systems A9sO0 l—... Ina 420E Westroods Driy. West Palm Beach, FL 33407 1e12017 EASTERN META. SUPPLY. INC. BERTHA N TM Accordion Shutter System KV. MADE #I W/ OR W/O KV. WINDOW BIADE •r L'asl P's P� w sy �F ' iTIRI{lPi ;�14 p\ TILLIT TESTING k ENGINEERING COMPANY Pva x.+. sm, s:., xa, xa, xK¢xo arRDOe. nomw ms vnene : <wslea-Ivo. Fo.: pos)e]I-Iv1 .- Pu 1nu:Pooasem m RB- Twj R1On.A u`' T "IA' }y, x ossCRlTlax CALL SWAN oe: I.E. I I Om 15-083 T/A I OAIE: 07/27/17 {f ........... 6�r� f/0 1 EN I:I 't AL P.E. SEAL/SIGNATURE/DATE 4 DRAWING No s SHEET s 4 r0".C). p9-XM E°-00, D44 �a V I S (I XM E=DAY I( _-ea�b 1 It I II � I ND C SON0 [ I ,l 5 06OF P. NLL I 1. -NOTES ON HV LOCKS AND CENTERMATES• I. MMOATORY UNDITION /I. ONE HV LOCK g ar 8 SI BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INST TIONS pi ANY ELEVATION. HV LOCK � of 9 MAY BE USED M AN INSIDE OR OMIDE LOCK, ATTACHED TO�i OR CENTERMATES W/(2) I/PO-20 x 1/2- LONG FIAT HUD S.S. 'A.S. LOCATION OF LOCK SIUo Be AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 23 LOCKS Q . 0�` OR Q„6 IAAY BE USED M AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERIJATES OR 2'A SHKL BE M INDICATED ON NOTE (1) MOW, LOCATION OF LACKS SNAE BE AS INDICATED ON WICAL SHUTTER EEEVADON, 3. it A2 1S USED W/IWO HV I�OF�<µ. LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 3 BE USED IF DESIRED TO ENHANCE SHULIFH PERFO MANCE. LOCKING RODS OR AN ALTERNATOAE OMCE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4•MANDATORY CONDITION / � ONE HV LOCK �6 HALL BE USED AT CORNER CENTERIJATES FOR ANY SPAN AND INSTALAtIONS AT ANY EUNVUION. HV LOCK 12 SHALL BE USED M AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 23 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG MT HEAD S.S. M.S. TWO LOCKING RODS Ss AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICA SHUTTER ELEVATION. tt MAMMUIJ SHUTTER SPAN SHAL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1g u'Murrn .om 1—_ OF CORNER t CEPRERMATE 0 goo Iv'(jl •n�wr,•(�r•�ryw Il�.11 Olw �.]. a�61wUB M�Iw ••1Lw I B• R31w IVB•�5 OF TYPICAL J) HV BLADE SHUTTER ELEVATION N.T.S. y. n-maa/♦ Ss. IHUMdSCREW TO ej OR V CENTERMATES SHALL BE MADE W/ 1/4'0-300/4- ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR 10 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY [9NOmON /a FOR r- • ••+ ONE HV LOCK � Or Cl OF a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR AIY SPFN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86'. AND MR INSTALLATIONS AT ANY ELEVATON. HM LOOK 03 or 23 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOOK. ATTACHED TO C'� or Q SYMMETRICAL CEMERMATES W% (2) 1/4'_20 a 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCI[ SHAL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS a W/'{� OR f.) TOP ANO BOTTOM M COMPLETELY MANDATORT. *NOTES ON HV -I- LOCKS AND CIENTERMATES, eT AS BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT j , SHOWN ON SECTION HVG. MEET 9, WHICH MUST BE -20 A 1 1/2' LONG S.S. THREADED BOLT W/ T/B'O a 3/32- 3a 5/8' RNNM. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- LOCKING RODS O'TOP AND BOTOM IS MANDATORY. NOTES N HD LOCKS & CENTE-N+M�ercc+• 1 HO r+' 1 W/ ND— ENT[R •� Tom / w• .,..E ALTERNATE ND LOCK (y ROFMTE USED IN G. OF HV L Rb (2 OR OS FOR AIY SPAT AND INSIAIJATIONS AT AY ELL,RY-�A�TION. ALTERNATE HD LOCK CO MAY BE USED AS M INSIDE OR OUTSOX I=- AIIACNMENT OF ND LOCK t TO 9IS W/ 3 /8 A 3/8- F.H. S.S.M.S.. AND INCWDES REWFORCEMERT 1KSRR DES AS SIOVN ON SECTIONS HDB-HVq* AID NDC-HVG, MEET ID. LOCK MAY BE INSTALLED AT WDSPAN OR 12- WNIMUM BELOH OR ABOVE MIDSPAN. USE OF LOCKING RODS 'g IS COMPLETELY OPDONAL. ?, 111'S\Y•. : `//' - FNgF••,,4/yIL / q//� • * �% •'•. F 'f"qQ L(v •--¢-� o]On iaRw. WG IL E C O LNG. TILLIT TESTING k ENGINEERING COMPANY e>yJ xx. lam. sl.. s.. .•np w%vu uAa9+s, as o. me PIa,:.- (10s1m1-1530 . To, : (A05)en-1531 v- 0: VF,RoRUM.m EB-OWURA9Wr1L.P.E. ` tsr" D`. f 4167 A.S.S.A.ccordion American Shutter SYSfBms Association, Inc. 4268 Westroads Drive West Palm Beach. FL 3340] 02017 EASTERN META. SUPPLY. WC BERTHA H TM Shutter System H.V.VHARE y1 W/ OR W/0 KV. WINDOW BADE [v, X o[salmON MU TURN BY: LC. I OLD 15-ae5 )/D/1 wm ot/2T/n ss '• \� 11) !ONALE���'H+' F.E. SEALJSIGNA{URE/DATE v 3 DRAWING Na �1 7-1Or 3 SHEET 5 OF 20 e l� 4 rCONCRVE MCHORS POURED CONCRETE - POUPEO POURED I (SEE SCHEDULE ON Dfl CONCRETE BLOCK/ CONCREIC CONCRETE -NEST I}) RED RED % 5.5. 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SEC IONS SUIT 0.WCAN^ BE�O�IDI1JEp (SEE SVECII144nONv ON SXEFi 1l) 6UOE \'9 W SHEET IS llJ rl Y BLADE Nr A FLORIDA BUILDING CODE (Non High Velocity Hurrtcone Zone O2017 TILTCCO, INC. 02017 EASTERN METAL SUPPLY, INC. L\ SC1•''.'� A■c■c.w. BERTHA terS 7 L EE C p A a7 a7 A Accordion Shutter System N.v. MADE yl w/ to w/o Ilv. vdra)oa✓ IannE '• a 7'^-� Q Se TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems ot. N oESCRNnoN .H: IOU., er: lc. .C',''•. L Ec,4'' 1C ." N.N. Mt. IL. sl.. Cps. MKCNR UGETI nC.. mm Association, Inc. L Do tE-oes 7/al/I eerz: o7/zT/17 ORID a Pppp.: soseTl- ( ) Isso . m.: (305)en-TEST 4266 Weslroods Drive 3 i (Q.E,- o¢ ru.<eaaeL.pm West Palm Beach, FL 33407 s DRAv/LNG ND HAL E ED-CweTls 17-107 .............. ...• ,AiEP . TLUR : P.E. P.E. SEAL/SIGNATURE/DAP W..QA U. I •,1LeT s SHEET E 6 OF 20 4 TWINED — CONCRETE RICHOSS CONCEDE (SEC WHEW LE ON SHED 13) io vR LI OR IEk' REQUIRED \ -_ N N 9¢T EXISTING NI LASS 4 v1>rurax I N. 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NI ocwwrnoN OLD 15-055 onC J/3J/I' pacwn ./eryP',115 c A "•"•' ��^ Pne..: lo9s)ml-IssO. m.: (soslml-Is>I 4266 Weslroods Drive 3 MIE: 07/27/I7 rsf / L ORAL EN „1 -m r lal.wvoo'.sam ia_pbTl9 West Palm Beach, FL 33a07 s DRAWING No /r//�.,• P.E. SFAL/SIGNATURE/DATE A LL1, Rr1rEA Ty. P.E. e 17-107 SHEET e OF 20 SCHEDULE 91 MAXIMUM SHUTTER SPAN" Y+' OR 1-- (ft.). FOR INSTALLATIONS W/ CENTFRMATES 4. & ® or (ul or W/ ONE N.V. LOCK 0 pr or or HD LOCK (9 NO LOCKING �RODS� or CENTE28© 29 VI/ ONE IQ1' LOCK 30 W/TWO LONG R00S 35 & BOTTOM MEE 1RT�OTP� J.'OXCFETt= � L( wsouwnN:s � Asa o� Ewa O.iy 1• cn -) wAu r.Dulmxc nma/cnuNe MOUNRNG _ 30 OR L£5 I6'-0' 16'-0- .I6'-0' S I6' -D' 3$ la'-Ip• W-ID- 15'-2- I6 O' 40 IS-10- 13'-10- 14'-2- 15-- 50 It'-5' 12'-5' 12'-8' I3'.-7- 5$ II'-10' 11'-10' 12'-I' 12 -11- I 12' 65 10'-10' 10'-lv' Ir-1' II'-n' )0 1) -6' 10'-A' Itl-9 II'-5 __75 Iff-l- 1D'-1- 10'-C n•_1' 80_ 9'-10' 9'-10- 10'-0" la'-.-P 8$ 95 9'-0' 8'-9' 9'-1 9'-10 100 8'-9 6'-A' 9'-0' 9' _)' 105 _0'-)' _ )'-II' 6'-8' 9'-4' 110 7'-7- 1'_T" 8'-2' - 115 8'-2' 7'-0' 9'-4' 8'-11" 120 8'-0- 6'-II- 8--2- 8'-9' 125 7'-10. 6'-8- 6'-0" 8'-5' 130 135 ]'-)' 1 V-2' _7'-9- )'-9 140 _ Y-1. 5'-iI- Y-T 7'-6' 145 7'-3' 1 5'-9- )'-5 1'-0' I50 T-2- 5'-7- 1-4' 7'-0- 155 1-a- 165 B'-10- S'-f- ]'-0- 6-4 170 6'-9' 4'—I1' C-I1' V-2- 175 6'-)' S'-9- E'-9- V-0- 180 6'-1. {'-B' 6'-8" -6'-2- a--1- 6'-4' 5--3- 205 C-1- {'-1' I 6'-3' 1 5--'- MAXIMUM SHUTTER SPAN{` 'L+" OR 'It--(ft.) FOR IN TALEATIONS VJ/GSMG ONE HV LOCK or ©or W/ NO LOCKING RODS (SEE NOTES CONCRETE & VIM y w aN rN4 Af WLL uWra'G ISM nNR & lr oB -1 _ /CCM1IxO uouxnxc MAXIMUM SHUTTER SPAN* "L+" OR 'L--' (ft.) INSTALLATIONS IV & W/ euE TN LOCKS OR V7/ NO LOCKING ODS (¢WO FOR MOUN1wGQ SHEET >) CONCRETE RWF/CFNNO INJNNIG .Al OP I. nu -). FLWR rµl uOUxlirv4 I I ul) L JO 16'-O' 6.- 16'-0- m 15--2' I6.-to' 10 1-'-2- 45 13'-4- SO w-S IS-1• 55 H'-I' 11'_11• EO 10'-2- 70 2! 8'-9• INSTAL ATON LEGEND CONCRETE & Ivaco WALL A. B, C. 0, E. 1.1, N, 0, P, 0, MOUNTING F. K & L R. S, & V, FLOOR/CEILING MOUNTING G. H I II, 3 T. U. VI & X & M O MAXIMUM SHUTTER SPAN L+' OR 'L 'ION INSTALLATIONS NIB :VOID SHALL BE UNITED TO 105 pvl. LSD. DESIGIJ PRESSURE WING. t W CORNER CENTERMATC ®3 NAY BE USED Al ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MWDATORY CONDITION /2 .NOTE 15. SHEET S. ttE%UPT THAT I.WIMUM SAL VAN 'Li OR Z ' AND WK9RRl &S.D. OESNG PRESSURE RATING FDA NSTAjUPmJS INTO COU,,m M CONCRETE BLOCK SMALL BE UNTED AS FOLUD : 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64-72 p.a.l. AND 8'-O' SPAN, SEE MOUNTING©ON SHEET ). SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" ® HV BLADE O]017 LIP., 1H., IL�IECO TILUT TESTING & ENGINEERING COMPANY e]se ..w.:ba H •., R. ngpx4 . % n6T.'M ,1! Plme : (10!)sIl-11:A . P., : (305071-1511 CB-OW6119 K41ER A k. I Jr. P.E. 9/. R0.iLk. Ni87 A.S.S,A. American Shutter Systems Assoctatton, Inc. 4268 WestroDOs Drive West Palm Beach. FL 33407 (I) La: NApNUM i1LOWQUE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RAVNC. L-: MAY ALLOWABLE SPAN FOR A GIVEN NEGATIK A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO D7ERAUNE MAGNUM SPµ FOR 5•IALL MOIINONGS (TOP/BOTTOM) OR FLOOR/CEILING: CNEN A POSITIVE AS-O. DESIGN PRESSURE RATING. DETERMINE MIAYIAUN SPAN -Li FROM SCHEOULC. GIVEN A NEGATIVE A5.0. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN -L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1'INI.1li 1i DVERMINEO SPAN BETWEEN li AND -L-'. (3) PROCEDURE TO DETERMINE LWIIMUM SPAN FOR COMBINATIONS IN BETVEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A. GMN POSITIVE AS.O. DESIGN PRESSURE RATING. DETERMINE: L— LAY. SPAN FOR WALL MOUNTING INSTALLATIONS. LA+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. MR A GIVEN NEGATIVE LSD. DESIGN PRESSURE RATING: DETERMINE: L` MAY. SPAN FOR NALL MOUNTING INSTALLATIONS. La-w MAX. SPAN MR FLOOR/CEILNG MOUNTING INSTALLATIONS, nNAL'JARTMUM ALLOWABLE SPAN IS EOUM. TO THE MNII,IUM BETWEEN Li. iv+'•'Ll- AND 1-' (4) GO TO M'OIOR SCHEDULE IMH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A5.O DESIGN PRESSURE RATING 10 DETERMINE WYIMUM ANCHOR SPACING, 2G1) EASTERN METAL SUPPLY, INC. YGfI IT 11[1M 111 V'RI Accordion Shutter System RV. 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'_ 9a9n Tartu, we OCENgF'..✓y *.r' ILIE C 0 INC. TILLIT TESTING k ENGINEERING COMPANY R p esss Nw. u•.n. si.. sl.. pox vaau uacws. Omiq. m Pnona:(305)97153 u1eeo N,;f3eslell-ISJI `-m`ss-ecaeT,c IOff 10X p`11\ `S'ONALfNG�a'I, P.E. SEAYfSR31t4T(1RE/DATE wLLt@ A ?4111 !r. P.E names u.. / umv TAPCON OR TAPCON WITH ACNMCEO THREADFORM TECHNOLOGY ALL POINTS SOLID -SET DLOE TAP TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 13 • SEE UMI AOONS OF USE FOR EIADE Iq pN SHEET 19 1 ) HV BLADE OR C1� HV BLADE W/ 12 HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 426E Weslroads Drive West Palm Beach, FL 33407 •V 3a1] ... METAL suPPLT, INC. BERTHA HVTM Accordion Shutter System HV HALE #1 W/ ON W/O HV. WNDON HALE IG NO -107 r3}Nao IyN3H' TFJwINiBIE IRBCR _ - _ r�In® wvraTe .• un�mA. OWALL 9LL MOVrvRNG ©CEILING MOUNTING QH FLOOR MOUNTING (R) ]0 }6LY 10 4•LVM1[ w )s p(QZG[Q 90 Ix0 BAICC 160 M $OS SG UPLS n�vS RO[S \S0. 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SCAM. e0TTT SPECDLIy COUPAM, 1'e 1/4'0 BLUE Tµ CONCRETE µCHORS N/ CAP AS MANUFACTURED BY FLORIDA FASTENERS OWECT, INC, (Alin. rS - 2 L¢i) FAPCOtI "Y" AVIµCED THREADf0iA.1 1ECNNOLOCY - 1/4 0 TA'PER4 µ[HORS AS IAWUFACNRCD BY POWERS FASTENERS, INC.. AND GETRIfiUIED BY ALL MINIS SCREW. BOLT # SPECRLb M.P. OR ANY OTHER A^PROVED LICENSED OR ABHORRED WNDOR REGISTERED WITH ME µERIGN SHUTTER SYWEU.S ASSOCW110M, INC. NIP. 1e . J III) AxL Ttllms s011D-sEr eLLrt IN, Y// CAP nOkl) TAP AI) IgxIWU EWBEDMFM Wt0 ACURED CONCIRM OF TA ON CR TIFCON vRM ADVµCED THREADFOR. ICHNOLDY' µORS ANDNAPO. ANCHORS IS 1 3/4% AND FDA BLUE TAP W/ CAP ANCHOR, M 1 1/$'. IT2) WVMN MOMENT OF 1/4'0 • J/1' AM MKS SOUD-SET µCHdiS SHA L BE ]/B' NIB THE POURED CONCWT, D EMBEDMENT • qIrv11.vNK W u¢E Fc9 5 +P NL(I 19 INTO STUCCO SHALL BE PERMIREO. 1/4-0-20 S.S. MACWNE SCREW USED SHALL BE 1 I/2" LONG MINIMUM SHOULD STUCCO MIST. AND I' TAU:MUM FOR WALLS WITH ND $nK[D. AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND BH THE CASINO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO RUCH THE MNN STRUCTURE BEHIND SAJD WALL FLASKS, ANCHORAGE SHAM BE AS INDICATED 0.Y NOTES Al) y Al) ABOVE. FOR INSTALLATIONS ON NNTL SIOMO ON EIFS MTH OR WITHOUT METµ STUDS CONSULT THIS ENOMEER FOR MSTAUTON INTO On L'AM META STUDS SEE SUM 20. V 1 V B D 1 V W DOW BLADE WORKING IN UNISON IS) r0 EXTSiMG CONCRETE BLOCK: (AWN C-90) - 1/4'0 TAPCON OR TAPCON FATH MVµCEO 11iNE [AAA TECHNOLOGY µCHORS. AS MONUFACTURED BY I.T.W. GOLDEN. - 1/41 A J/{' AIL POINLS SOD -SET ANCNORS, AS TANNUOURD BY ALL PEAKS SCAN, BOLT 6 SPECIALTY COMPANY, - 1/4'b BLUE TAP CONCRETE µ[HORS W/ CAP AS µ4ryFgCNREp BY FLORIN FASTENERS DRECF, HAD, 1/4'0 TAFPER4 µCNORS AS MANUFACTURED BY P AS FAWMER9, INC.. AND DISMIBLNED BY ALL BONDS SCREW, BOLT h SPECIALTY COMPANY OR AO' OMER MPROVEO UCENSED OR A THIORJED VENDOR REGISTERED WITH THE µERICµ SHUTTER SYSTEMS ASSOOADC , WC. NOTES: 8.1) NINIWM ENTICEMENT INTO CONCRETE BLOCB OF TABCOx. BLUE TAP VI/ CN ANCHORS AND 1A➢PER4 ANCHORS IS 11/4- µ0 INCON WRH AWANCEO THREAOFORM TECHNOLOGY µCHOR$ IS I', fl]) WNNUU ELEMENT OF 1/1.1 A 3/4' AL POUNDS SOLD -SET µCAORS SHALL BE ENTIRELY EMBEDDED Me ME CONCRETE OLOCK he EMBEDMENT INTO STUCCO SHAL BB MUDDED, I/f P-x0 SS. MAO111:E SCREW USED SHALL BE 1 1/3 TONG MINIYW 51MRIID SIIKCO My. AND I" KANUM FOR HALLS MM ND STUCCO. B3) IN USE THAT PRECAST SOW PRECAST CONCRETE PANELS. PAICRS OR ANY VEAMB BE FOUND ON THE [HIEING WALL OR FLECK. ANCHORS SNAL BE LOAD ENOUGH N REACH ME AAA STRUCTURE ILI SAID WALL FNI5HE5. ANCHORAGE SMALL BE AS INDICATED 0H NOTES 8.1) h 8.2) ABNT. FOR INSTA]ABONS ON NNH. SILLO OR MS WITH OR WIHOUT METAL STUDS CONSULT THIS ENOMEFA FOR INSTALARON Imo HFS MM METAL STUDS SEE SHEET 20. (C) ANCHORS SHAM BE INSTALLED FOLwMNG ALL 00 ME RECOMMENDATIONS AND SPECIFICATIONS OF TIE µGHOR'B UµUFACNRER. 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A. S S.A. American Shutter 5 stems Y Assoelaflon, Ine. 4268 Westroads Drive West Palm Beoch, R 3340] ®OOI7 EASTERN METAL SUPPLY, INC. BERTHA HVTN Accordion Shutter System HV. MADE #1 W/ CR W/0 HV. VAfDOW MADE c, x D(salmor+ DAT[ Dw.nn en. -B.1 I = 15-065 7/27/13 OkM 0]/2]/17 : ^T—�ti s G - NALO�,,,-/ P.E. SEAL/SIGNATURE/DATE v ] DRAVANG NO 17-107 s SHEET U T V. 1 VY OWS' 1MIIX v PIES n.. A-03 ORbf 0 n. 0-60 Gµv. $IEEL I In. _ 2 DRILL SNOS F! 16' O.C. WI Ir 1 161/.1 eWs'.'CR u„1' 43t L Tsai SeLL IVJGF Cn.Cvvfl.jO G-O. C.i O6 ENISTING MIN. SEPARATION 0 GLASS _ (SEE SCHEDULE) _E%511NG FIf:ISH 5 * N CONDITIONS FOR BERTHA 1 HV B AD A ORDION SHUTrER SYSTEM INSTALLATION TO META STUID Wq IS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pd) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET, 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A 8 METRICAL LAYOUT. USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT TERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ,,[O #* BLRMAAD' SLACK DETAIL HVF IS ALSO VALID FOR 1`2" 38 CENTETE 21 APPLICATION WITH BLADE 1Q z w¢v. vARIE$ 0 6"60.C. GRSOE FO T M MS WALL HEADER/SILL INSTAL L ennN L E.ISIING GU55 43643c SYMMETRYCALSYMMETRcCAL ;E . CENTERMATFS W IEE MATES 21 -2.GGG NOr.' m.00. 3® 1 /4"a NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GL6SS SCUFOI IL F - (g LENGTH a I`F 43 1/4"9-203" BOLT MUST PENETRATE 3c 1^ �1.373--1 R50`- I- A50' n� FN `1/4_0-20 THREADS_ 43G j/4"9 ELCO CONSTRUCTION PRODUCTS FAB-LOK 12 COMPONENTS As wFUG9lE SCALE: 3/8I & DOUG. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4- e on INS `V(6"MIRJ IN uy ..-----------------------___________ _ _ __________________�_____________ _________ __. _____________________________ ______ ______1___________ __ 24 - -j i a /12 _ - - - .. -�_-c ---- -- --- -- ------ ----- ------ -- - ' - -- Y i � 1 � - 21 121 � � �- t 21 � ! <2 NFD/saBaER12 324 VIEW Y l SIDE CONNECTION TO TRACK (Cont.) BLADE SLACK DETAIL HVFC 6 1 2` MAX. SIACK +:_...... _i. FLORIDA BUILDING CODE(Non High Velocity Hurncone Zone' 0:01? MlCO. wa C 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 7 IL ECOLNG. A,S'�y'�A� Accordion Shutter System H.V. BLADE y1 W/ OR W/o HV. WINDOW HALE TILLIT TESTING k ENGINEERING COMPANY American ShMMer Systems ICY, x O.IIPnax Oat ow.r�u e+: Lc Association. Inc. 1 ow a-085 /z7/1 n,<: w/n/n PI—. LSGsjan-wo. m.: (305).11-131 4268 We troods Drive v WC.t Palm BOOCh. FL 33407 s DRAW-I/NG N. <sqq•�6��'T.��yyV Y/41EN A TILL' h. P.E. , 1 / —1 Q / P.E. 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