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HomeMy WebLinkAboutPLANS1. BERINA N.V. ACCORDDN SHAFFER SYSTEM SNOWY ON I" PRODUCT EVAEWTION DOCWBR ((P.LD. HAS BEEN Hgr¢D PDR COMFI AMCE W ACCORDANCE WITH THE MY (ON EDRION) Of THE ROIBOA Bu9DNG CODE M ACCORDINE SHUTTER SYSTEM SHUT NOT BE INTO= AT HIGH VELOCTY H ME ZONAN DESIGN WIND LUDO SHILL K C BE NSTAUID WITH A dISCTIOW ON SHEETS 11 THRU 15. 19 a N GR EK TO VERIFY THE ABOVE BYMULTPLYNO THEM BE 0.6 N -KV BADE 0 10214.01-03. /01601-o3, 11GOA ANO E-199e mNDAR05 (MISSILE LEVEL D. WIND n -11V WNOOW GIBE ® 10ML01-011 AS PET ASTM I. W BlA0E0i AN) W WNDOM BLADE ® ARE .. A.I. ALlnwuM E IN URNNS FLAIL BE ALUMINUM Asses e005-T5 ALLOY. S. ALL SCREWS TO BE STIINIESS STEEL Od OR 516 AS INS EA.A. COMRY W/ rAcosm BUUaRO 000E SAM 0 BOLTS TO BE AST, A-307 GNVANEED SEER. 011 AIST 7. SEE THE FO LOVING EXCEPT MR ANCHOR SPEaiKA,IG 16" OF THE ABOVE MENTIONED QXEL FORA BASIC WIND SPEED REIGNED BY THE JURISOICIION WHERE SHIIIid WILL I ASCE 7-10 AND BULL NOT DICEM THE MAIOYUY (AS.D.) DESIGN PRMK RATINGS ",me H WHY) LOANS DEIENYR6n PER ASCC 7-10 SNNAII BE FIRST REDucED ro RSA. GESIGN WIND lams W/ MAR (RSA) DESIGN PRESFoAK RAINGS NOMATED'ON SHEETS 11 THRU 15. 19 A 20. NOT OVER STRESSED. A ].a i NCRME N ALLOWABLE STRESS FOR WHO LORDS WAa IM USED N TMEN FMT m N WOOD. ACT LOAD HAS BEEN varres N ACONKAHDE WITH SECTION 1609.1.2 OF THE ABOVE YEmv:m CM AS PER A 11214AI-as, 10317e1-06, 1e6CB.01-10 AND /010.a1-,I AS PER TAs-2o1, TAS-20 AND TA6-20 PRNOCOLS AND ASTI, E-IENS 1. 2 A a) s /12Ia01-10 4 PER TAs 201. 20 a 20 PROTOCOLS LARGE MISSILE, IN AND E-1996 (bSSRE LEVEL D. WaIO ZONES 1. 2, a) BAse F%HmC11Av My A,s 1 o725.o1-aB 4 PEN TAS 202 PROTOCOL D To WORN N UMSDN WON EACH OT EK LINOPR THE GENERAL WNATONS AND CaWNONS R USE poEAY, ON SHEET, ,9 NJ AALaT AND TEII AS NOIDNED ON SHEETS 2 AND a. MNIMN Tm STROHM FOR eo0-T6 A1LOY M WA w AND W, "I FOR OLR OR CORRUEGN RESSIXAT CQUED M,,, STEEL AS PER DN Salle WITH Be w urv. TMED ms,,w ARD sow YN. TENSILE GNEKoN, 141tXL4. 1 OR 315 ERAS STANuss STEEL WITH 35 w YNNUM TEED STRDIGTH W BLAME 0: 12,I1I4,15 AND 20 'I W ALONE OO a p WDNKNO N Wfoa 12. 13 A 15 A THIS BERTHA BNA HV. ACGD<mSHUTTER NIF11 BEARS A US PATER 19•)793W182. MINVIR 5 OF THIS APPROWL ARE COWERED. N WHOLE OR N PAN BY US PATEN, IS•ASe.,79 6EIED W EASTERN uHIA M 1 9. IT SNAIL BE THE RESFONSIEUry OP THE CONTRACTOR To VERIFY THE SONONESS OF THE SIRUCIURE WNEB SHUPIER B To BE An c W TO Z&gM PROM 45CoHMG, Ccm oe a, TO SCµ/WIUH ALL SHUTTER CGMPORdr EDGES WHOCH RpIAI1, THAN Fws,vaJG N COHTNuws CONFACY WITH ME eunmM TO PREvdr WLm/a.RH NINI90N TO- EACH ART III BEAR PERMANENT LABEL IN A VISIBLE IFIACE WITH WARNING PINE OURwO PERIM OF HURRCAXE WARNPIGS NAME MEN, TE,,I 0R OTHERS, Neer, 1NOPERLY MU SCE W AHED HD cE+1wlArts AND ENGACE OR LACK ALL W AND HD 10IX5. W 12. B[N1HA N.Y. ACCORDION E MFI Srsrurs NSTA PERMR Is APPLIED TO. 13. (0) THIS P.E.D. PREPARED BY THIS O10NEEN S f (6) cONIRKTDR To BE R[SPoNS®E FORME SR THE CONEX IONS DETAEEO ON THIS; DOCLNENT CON (A) THIS PED. WILL. BE Ca6mERED MINAO V 41 6) SITE SPECIFIC REMAIN. SFCIFIC PROJECTS SNAIL BE PREPARED E FOR THE PROPER RISE or ME PEA. I.) oRHGHAL P.E.O. FALL BEAT THE cost Ave 0a A READILY VISIBLE LOCATION AT ACCORDION SNNIEN N ACCORDMME THIN SECTION 1709.9.a rn F AC,,, BNA,ANG CDDL ONE went SHALL NE SECTION 170.9.2 OF THE FLERmA TH,,EI WOL EVIL COURY MIN so"s NDICAFED IN THIS DRAWiYG PLUs ANY BIMaNG Ave ZONNG REGULATIONS FRONDED BY ME JWM=IW WHERE AND ORS NOT PROIOE NFORMARON FOR A SHE SPECIFIC PROJECE. to. WHEEL THE SITE CONGRIOHS DEMURE FROM THE PLO. PURCHASE AND II6TAl1AI1W NauONG LEE SAFETY OF THIS, FWDDUCT. BASED ON Has FEB.. B.. PRouDED HE/SHE DDEs NOT OEVATE FROM CPI SAFETY AT SITE Is THE CONTWc,w•S R[SPa1EEUry. Y ANY MEARS RECORD (Celt) FOR ME PRNECT AIO VINO HALL R svemr ro Tos uTTw ra SHE SOECFx oPAWOws roR AND SIGWTIIRE OF THE PRaeslaAL ENGORiR W ,ECORD FIAT PpEPARED a. igireNTFUM GENERAL NOTES SHEET I SYSTEM comet E2N5 1-20 SKEET 2 SYSTEM COMPONENTS 21-37 SKEET 0 TYPICAL $NUTTER ASSEMBLY aB-AW SHEET W TYPICAL WIDOW BLADE k W'NOOW DETIIL AREA 2• HV a en n 0 HV WINDOW RI ADF 0 (WHERE APPI ICenl R1 TYPICAL SMATTER ELEVATION a NOTES ON LOCI6 SHEET s INSTALLATION DETAILS A-F, CONCRETE/GLOEN SEEr 6 INSTALLATION DETA S G-M, CMMRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SKEET a CENTERMATE ALTERNATING DETANAS W SKEET 9 END CONNErnoN DETARS 1-6, CONCRIMIGLDCW SHEET 10 MAGNUM SPAR TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEOULE- CONCRETE N BLOCK SHEET 15 ANCHOR SCNEDRC- CONCRETE A &OCR SKEET 14 ANCHOR SCHEDNE- WOOD SHEET 15 NSTAl1ATON DETAILS M-R, WOOD SHEET 16 NSTALLATON DETAILS S-a, WOOD SHEET 17 END CONNECTION DETAILS 7-12 A E. WOOD AREA 3: HV WINDOW BLADE Q SHEET 1B ON Y TYI SHUTTER MATCH AREA 4: HV WINDOW MAD (I) ONLY SHEET 19 INSTALLATION DETAILS, METAL SPUD WAILS SHEET 20 THIS DRAWING SHALL ONLY BE USED 'TO I OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED `HA BY St. Lucie Cie CoU my ' d'Q�,V`.... ... ,�I/✓ > ��/ * , ' A I. bTl1TE 6(] 1 7'R c =17 MALOO, M. IL E c O A S S A ■ ■ American ShuMar alema Assoc)atlan, Inc. 4268 Weslroode Drive West Palm Beach, FL 37407 02017 EASIFAII METAL sappy, INC. Accordion Shutter System KY. aAOE p1 Wi DR W10 KY. YAMWY BUI E TILLT TESTING k ENGINEERING COMPANY •� W.W , M M w aA NW$ RSA a1I PIwN r (=))EI-,eao . TA• , (a s)",", -, 1Yreweew La- TAAA,Y MRMALB I ileiL NaLF,FN,H 0.rc DRAWN aW Ae RB ,s-06S 7m 1 DAD D7/27 17 IL '•.. R "'� %-c f'S1 •• �y AA Pr "M�d,zatvdi'wr/nATr a DRAWING No -17-107 a '.DER US PATENT 9 5458179 1 WINDOW BLADE• OF USE OF BIND ON SHEET ©HV-ADJ. FLOOR TRACK QUALIFIED FOR th W/ HV A r q O03• 1 r °aro 1.696• 11 HV CEILING HAD R O FIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUD 6063-T6 ALLOY AND TEMPER uN ZMN rIMI r r Der (f SIDE ANGLE `O AUFIED FOR -USE W/ FN e• >e 3HV UNIVER A F OAT R QUALIFIED FOR USE W/ IN BLADE 1Q 6005-T5 ALLOT AND TEMPER WES 1,915, 9 .g'• oe3 . IPo 6•� •. ° exo ALUMINUM ANGLES ES QUALIFIED TO USE W/ HV BLADE 1 ONLY. 6063-Te ALL Y AND TEMPER @QUALIFIED FOR USE W HY BLADE II) 6063-T6 ALLOY -2 TEMPER_ ROHV WALK —OVER TRACK QUALIFIED MR U$E W/ HV BLADE (1 6063-TS ALLOY ANO TEMPER COMPONENT A 6 TI Tx ® 2• 5• YA3. 0.19]• 0.193• 19 x.6• Y 14aL O.IPo• 0.190• 02017 OLITED. MM IL ECO1Na. TILL -TT TESTING A ENGINEERING COMPANY msa NP. Mu. M . See, W uT9o4 I ,u de Prm . nOeMT-1ma . em : I.W.71-Im1 L. P.E. N16] QS HV 90°�1R0•eSTARTER Daum MR USE W/ HV BLADE 6063-76 ALLOY AND TEMPER .99e' e°9 a 12 9xo Q9 HV TRENCH TRACK OWUn LA FOR USE . NV BLADE QI ONLY. AwSmSmA. Amarican Shutter Sysleme Ae90ClaROne Inc. 4268 We9lroad9 Drive West Palm Beath, PL J7407 1� NV RAINGUARD OVAUFIED FOR Uff(j1) W/ NV 6063-T6 ABLLLOYEAAD TEMPER. 0201] EASTERN METAL SUPPLY, mc. T TN Accordion Shutter Syst, KY.. BLADE B1 W/ OR W/O KV. WN7OV HAD Y, xo 15-5-0B5 1/27S paAim ay; LC 1 OLD D I DRAWING No 9 HV CENTERMATE FOR USE W/ HV BIADEG)& 6063 T6 ALLOY AND TEMPO' y � RPq 1RGM EINA1gN LOCKER FOR "T" LOCK CENTER QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-TG ALLOY AND TEMPER IMIN HD CENTERMATE W1 NO WCKIUG 6063-TG ALLOY ®LOCKING ROD OUALIFIED FOR USE W/ W BLADEQI 6063-TG ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16 1 • .nd n n 6063-76 ALLOY AND TEMPER OUAL3FIED FOR USE W/ W 8 i ONLY M 6063-T6 Jam ))re 6 HV 3 B"0-16 AI L3jE QUALIFIED FOR USE W� W SLADE I @ 6063-i6 ALLOY - TEMPER �cy1/e•e 03 HV 1/4" 0-20 AISI 304 . ERI THUMBSCREWS QUALIFIED FOR USE Vf/ W BLADE 1Q 'ItZ c\ .... /j am» ,6aco. ale. fe`0 s e ILIECO TIWT TESTING 6 ENGINEERING COMPANY STATE OF' • .•e�L••.. n_ '�T.eC ua x... )ew a sn. xB, xcu ovm0e, Rua..0 Plm•: f)o3)e>1-Isw.ra.: rxnen-ml fLoPOA Lk. I HV EGRESS LOCK OUAUFIEO BOR USE W/ W BLADE I & 0 ONLY. �SIB• n ff IB- b 360' AFrM RNE BEFORE RNTNG 1 /400-20 RIVNur =I-T) ALLM UAOL OAq,, IN, UVA"U m BY AVpn. m. " men o70)A Ox caU MRNATI�,L���_ FO$$ USE 1V/ HV OCK ONLY. 047r Ye .176• Mee *.imor �g HD LOCK BY REGENT NMgV®MO�RTISE�LOCKS SWE6 OUAUFIED FOR USE IV W BLAD A.S.S.A. American Shutter Systems Association, Inc. 4260 Westroods Drive West Palm Beach, FL 33407 KV. BACE 13 NOOK BOLT LOCK. )Q G :IOCity HMRICOne ZOnI METAL SUPPLY, INC.. HA HVTM Shutter System AD KV. WNDON BADE DATE MAN W. Le I ure 07 27/17 DRAWING No �i SHUTTER ASSEMBLY SCHEDULE HV HV dh iOR 10 HV BLADE 1 BV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON. BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-}0} SERIES 4.870'x3/I6' THICK NYLON WHEEL 0.188'0 A151 302 SERIES S.S. RWEfS ® HV 1 3/4' ACCORDION PIN W/ BB HEAD, s ® HV 2 3/4' ACCORDION PIN W/ BB HEAD, R ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 11 (1) HV PIN ® SHALL ALWAYS BE USED AT BOTTOM KNUCKLES OF HV ACCORDION SYSTE RV (9 BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF 4CT. EXTERIOR BOTTOM KNUCKLES OF HV ACCORD 3LADE WHEN CORRESPONDING TO INSTALLATIC :3) W PIN © OR ® W/ 1/2' O.D. 1/16' iHALL BE USED FOR DIRECT MOUNT INSTALU iHEET .L EXTERIOR W/ HV 1Q OR N.L& ,ND ONLY AT 1 SYSTEM W/ HV 1Q 'It', ansa' SHEET 7. IICK S.S. WASHER' 0 )N PER DETAIL X. xM1e'YCIEs Owl 2 EXTERIOR ON oex!' euOE .Dots• �� ._. aoxs .00xY eee� ■' LRm, :s tE aLe •R R•;:RL: I LRR, Ra: POLYCARBONATE SOURCES FOR 4 IIPf/L pIAg1O unties erxaxm eoamxx 1ASal m/� u aa�Po aosra. srsae: Paalr emxWaeV un Pm mu mom' aws m/. IPa[ nm mmx7x asn case uw ws uaP wl. MI1iM eApClx PI NIY /SIY ONe Itp% PLL I;� PLL w,a+u Imam an1l Pm swam w+ so.4m r.L N x7lm® xaP null Pse Ie n-N/. n rt-Ri la}[ asm Pass. axe aas x pA¢ r 0a1c1) Lrtu Dart o-I a.av e•1 am m a w ama am mne IGP r ep 2Twam asP clu P IMl[ NIP e4Lg1 KN W aI% pal. Ca10 PLL IIx9L teasease S3 a VOa[ P4TaAy PSIu lH elal PLL nep W. _ .. Alai �'�:'�\CEi�S •'' v'Q ? F •: mmn tefECA. u1C. IL�CO TILUT TESTING h ENGINEERING COMPANY uss x.. _ex, a. sa. JPL saws canoe, nceP yi I p0 a)e71•tsu , rm : (a0s)e71_IPI �7°''°'P eaLtP A 1A117 �.. P.L Re"a O`/..1e7 A S S A American Shutter Systems Association. Inc. 4268 Wes_... Drive West Palm Beaeh, FL 33407 O20t7 FASTER, M& SUPPLY, WC. Accordion Shutter System HV. 9AOE 1 W W W HY. 1M7UOq 9!•DE e / ro •'• /�laC �.A'•. n, x cPOmmox wn max, Im Ln 1 Ow 1l-08! 7/27 1 WID 07/27/17 '•SS/ONRN01�1`�^ ' •. P.E. SEAL/SIGNATURE/DATE x s DRAWING No 17-107 cuccr . s � � '�" * J) : -1 - j.. 1 c 1 i�l E�V�L{�S•��{j'i{ii�L��s�s� SVV1 m• F 10•�a0•((�.a l�.©a OF CORNER CEMQiMATE NE NY LOCK u sNALL BE USED AT Oi SNUf1ER BPAY OR SPANS UP TO 10: WAY BE USED AS AN 0MDC OR OUTSIDE V A 1/2' WHO MT MUD SS. U.S. LOCAnO AS INDICATED ON TYPICAL SHUTTER ELEVATION. AT !TIER SPAN FOR ANY SPAN wAALI,Anoxsalr ANY :D ib r�I99 OR 2i SHNL BE AS INDIG PURPOSES, UP TO Two xv LOCKS TO CCNTERWTFS @ CANE POSITION, BUT MAY AN ALTERNATNE DEVICE @E4WFSFDR ANY SPAN ME OR INSIDE LOCH, N.S. TWO LOCKING RODS ® j VCAL SHUTTER ELEVATION. - 11-- 11 — mwoxncw I. wj, UN cENIEmuTES SWILL BE MADE W/ 1/4'0-2O.3/4' ALM. Rm1UT µ SHOWN ON SECTION )NE. SHEET B. ON(1x LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/0 OF SHUTTER SPAN. B, uAunATOm CGNOITION /• F'OR ONE HV LOCK @ Or ®or ® SHALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SDµ OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR SPANS UP TO BB'. AND MR INSTALLATIONS AT ANY ELEVATION. 1PV LOCK @ or or 0 NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or 0 S'MNETRICIL CEHTU WATES W/ (2) 1/4'-20.A 1/2• LONG FLAT HEAD S.S. OR ® TOPON OF LOCK SMALL BE AS µD BOTTOM IS COMPLETELY DICATED ON TY,ciL MANDATORY. SHUTTER F1LVAnON. USE OF LOCKING R005 ®W/ LONG t I I_ I' :ONE ALTERNATE NO LOCK® Y.1YBE MEG IN UED OF KV uGcAs of OR '.. i0R AM SPAN AND INSTA Lkr= AT ANY ELEVATION. ALTERNATE NO LOCK ® MAY BE USED AS AN INSDE OR 0=0 LOCI(. ATTACHUEM OF NO LOCK �Fiy' ED ®5 W/ /e A ]/B' i.H SB.Y.S. AND WLUDESRENr. UDR'ORCFRE 12INSf]R 5 AS SIK M ON SECTIONS NW- AND AND MDC-HVC, SHEET 10. LOOK MAY BE WALED AT UDSPµ OR 12' MAIWNM BELOW OR ABOVE MOSPµ. USE OF LOCKING RODS (g Is COMPLETELY OPTIONAL °,'9e_0 `a 4r •...... J CEN.... sF •., 9 ' F�2'L1i; 02O17 MUM. M. La. �C-0A TlllT TESTING h ENGINEERING COMPANY 4afarmnvcaa:u(.awis«v�n.-aIaoAExvxePeampNnuy y1 rn.: WNoej1� N1NAAigRlr.P.4 FLORIDA Uc I44167 A.& American ShUtter Systems Association, Inc. 4268 Westr0aLs Drive Vfesl Palm Beach, R J3407 02017OUTICAN UETAL SUPPLY. INC BER Accordion Shutter System H6 BAD 91WOR W/0 HV.NONRACE e0r): OLD 15,o5 )DA)W 1 1I /2L.) 7 0�\•�; '- ::'!.%1f/ •' d*t, ..NALEINI,rrl Pc cFei7L'1(YK/LTiIDr AnAW a a ORAVRNC N0 17-107 4 L E. POUREG C (9 T IJJCIiE7a�laF aH REo muo CONCRER /,O 1m / (s¢a s[G"l ON sx[D I37 ! / / � / Q I B ort (uc Yamrro Oa am O 12-14 tXWG11/`Ck]EU NUR O IT O.C. % .2So• uev i r 13 OR 5 La• rnwao I I I GR L EEPmuoN To aIAJS SN1p I (SEE SCIULE ON WCET 11) OVSS—i QA HV WALL HEADER IN ITALLeT10 II ® HV WALL HEADER INSTALLATION + KEYSTON sl5a; ® i somuE I 1I I OR L uw. sEPNO1pN To CLASS ' I I 11 m1 a1a t0 I y I <sEE SCxEgRE oN WEET II) i elaamle 1`EHND'I I mm• y' EERTWO fOPTOW Vr ue. ism al / ! 12 OR© _ 1/Pe-2o.J/P S.S. (� CONCRETC N1CM I : /// / U~ 1 B MACHINE SSORMS MGM) S 0 (SEE SCNEOUIE SON SHED 10) / /' i I^ 1/C-20 NUR O 12' 0.1 0 HNC WA ENATa11� t rM ITPICIE SMRTW @EV--WALL HEADER INSTALLATION UN. i SEPAR To c —(SEE so,aRaE ON Wan 11) I �il GPlmrlra 1w w-,, uP.. OR I5 ' COHCRnF ANCHORS RETEOULE 1/t'0-]0A/t' IS. PIOWPG TRUSS (SEE ON P01WED CONCRO[ (SVEI IJ) NEPG Y wr SCREENS W/ 1/C-" MILS O 12. O.C. OR CONCRETE DIOCIf POGROM INLLAl1UIY t5EE 5CNEINU. ON MCREIE.J SIGH 14) (f)HV WALL SILL INSTALLATION ` OR CONCRETE GIGO( w'E REauwEG EQ HV WALL SILL INSTALLATION I L 0.!. CORE OrsWKSEE[ ♦ sATwrs or ESE ma INSTALLATION DETAILS W/ (SEE ISP[Ca1CA1pN$ ON Slim IJ) .... . GUGEEUON SHEET R Cif HV BLADE 1 d' P A.A. / _ FLORIDA BUILDING CODE Non Hi h Velocit Hurricane Zc \t` `�:''• ........... •` ✓ 0201E TCNCE, W. O]OV r/S1FIU1 NFTAI SUPPLY, INC. �? SF'••., 9 c 4 iTTe e o A S S A Accordion Shutter S stei 4 i • • • NV. BLADE B1 W/ OR W/b NV. WNRHY BADE J� TIWT TESTING 8 ENGINEERING COMPANY American Shutter Systems .rt mY„1 R.: Ee ORIDP: ;.�(°ea evN. u a a. GS Yxuwmn n5Rn s51 Association, Inc. oo Is-0is 2 21 ". "A .2/I] f �cT no : (woJai-ow. re. 1 (.w)mi-uv 4268 Westrcads Driva a =.f/ONALf1to1 - Vl , y1p a West Palm Beach, FL 3340T J DRAWNG No .......'I" mm A nur a. Pt OF qrAI /CIrwnlarm.S naRG. Ya / 44157 5 1���� ANCHORS ]WE ON Ml r M Or-MmL NI OR ®0 I/. HEM WASHER NEMD ' ICBM O I]- O.C. RITE ANCIIDn SCHEODLE ON VIM 13) it IS.m APIx�UCABrtIL I NEAR CONCRETE µCHORE SCNIDIAE ON sHEnT 14) MT "END CONCRETE ANCNIXfS I DAB (SEE SCHEDULE ON SUER IA) I1 TRENCH INnALLeTION w0 oNlr roR uP TD +70, -7s T'SP As.0. DESIGN PRESSURE RATING O roR SPANS PER SCNEDNE 03, SUER 11 i B ' °iT OpJ 'I f � p=l Ux 4I?M I.' I4. vswvl Ar ewa rAsmml IW r 1NxJ/P HEM HEAD RX SCRflK O D' O.C. 1 S a• _ MN TV SEREYO O 1]' OG 1 3/E• / , B I COO T I % % ; D/ NUT O Pp' OG CMI CREFE ANCHORS 4E SCHEDULE ON B I1{ / - •O O 9. O.. C. Ji •l- )' I I Y �y . •. 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A,S'��',A� RTHA Accordion Shutter System ,*,:/ ; 90 i,. .!� TllllT TESTING American Shutter Systems liv. aeBE ql w/ OR w/o rLv. Wlrmv annE :",Q. 1� 0 p 4 8 ENGINEERING COMPANY e a N•. se s w Jm ciation,We----- o Inc.. x no. wrt Dual I_L - .•••• ;' LI - \II x.I.: (wal r DIm. vH IRpxx t (w e)En-1mo. r (ao3kn ml 268Ass 426E Wee Drive a z 15- Utz is-oes ] J 1 0 wm avn n II ./ANAL ENG 1 G m«O' 9 M [D-qW West Palm Beach, FL J3407 Beach, a DRAWING No ......... x41O1 A 1WT L. P.L � ' 7—t 07 P.E. SEAL/SIGNATURE/DATE RoxOA M. 1 MIR a e rR .I I II n oUT II;IN f EnsnNc suss INSTALLATIONS aw 0 W � HV 1—1dL� x* MR) HIEAv.i[ M' WOt b1 SXQf 1 GJK SVGI( Da 1Nr a VV0 FOR 4LL BLADE HV CENTERM TES SN ENW ES MWG10 i0N EyaE© i P®P©•OPB PLO• P 10•®P©.®P©.®P OR END WA I ONN 710N °i•°7 •©P°•°•®P -- ("'EESTNG GU55 pn•®P�.®Pp.®a-------- -- -— — — — — — — — — — — — — — — -T-i ]•V•.1/9••e'-] I .6 aIfOi•Iri-IrL,n ] 1/4• --1 ---- ..n ON DOME N®m 't So', � (paER /IOJ 4• &4 O 12' I 1n1GN1. I ACJ ® 3 OUT ®. 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Le OUI 16-0e5 ) 21/I cue 07/2T, DRAWING No LIL tl1LG11 XNL REWNEO / BLOCK W4L REOIARED \� � [m7wc i r ;1ri r i sOmM oAm sm_sn Vta•ar uAT. / Teu�ass R wNo ii i t/: RPt /Ton/T .s GIVE. C. _� I I - 4 I OR QA' i ssoT°M&coillX F OR & I SIDE TCONCcN N OR . P . [ . a I .@. TO TRACKS .Er_ Q'2 n.R(ll PWRCO CONCRETE ON CONCRETE BLOCK WALL REWe[D 'ND CONNECTION DETAIL 50 rSHEET ma® �—ON r • use I. OR 2• 'MAIL .1/ WPNV ANGIL -- (60a]-T6 ALLm7 AT YahaaR ( plTaa/r sari. Tope (2 ) TMCONs ANGOM 10 MALL AT M r o.c (LOCATE M TanrcR sro[ Orp) I OR Q END CONNECTION DETAIL` AND CONNECTION DETAIL(3 ET[ oR u/ss , i � " RW[a Rm aEax eAu— cussNO ♦ SEE uuDATRR6 Or M [ORBNOE ©ON a M TR OR Jb)CR IORUOR ���L�L� y I©OR®OR(qOR@OR@ VIEW Y PLAN DETAIL 7( t. ysy/ * i�ITco A.S.S.A0 KVAt�` 'P •^ac� TILUT TESTUI a ENGINEERING COYPANT American Shutter Systems Pr O Tap saa N., aew al m. am. ammv. RLaova non, n� Association, Ina. 0(p _ r rm. (amen-IM . [n r (aoa)sar-real 4268 P E ,S���ONAL ENOr',a r LBm"°O" WeslrcaiveDr E33107 West PDIm Bead. %G...Puu nPA CEI VmAmio,,/nAw Ru 1urea aa P GEM GREATER T RV. Y MD# -BALE urt oR.Px De Le DRAWING No 17-107 (ft.). FOR INSTALLATION W/ ONCE MATES O HD LOCK CEMERMA� 28C1 1pi' LOCK 30 W, RODS 35 TOP & ♦f P��VI I�PALL WALL YMRNNO ?ail m"mum SHUTTER SPANS 'L+' I OR'L--' (ft.1 FOR Or: 29 W/ ONE I I VI/ NO LOCKING RODS WO LO(@NG (SEE NOTES r. it) FL�/OUNfmLYO� UWmRC SCHEDULE 03 IMAM SHUTTER SPAN*'L+' R 'L--' (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ocS NAND FOR MODURNS SHCET 7) NAMW, ONNceGE un a®, OrsTNUTON! A'� IWLR/LLM9 NOJNM9 LI 0 JO 16'-0• I6'-0• ]! 1Y-2' 1 IG'-IW 40 I1'-2' I!'-2• a! 1J'-a• IA'-J• SO IY-T 13•-1• !! 11'-1• 11'-I1• 60 to,-2' 10'-II• as R•-!' 1a'-1• 70 B'-P• 9-a• M W-9• INSTAIANON LEGEND CONCRETE & WOOD MANSORY WAIL A B. C, D. E. M, N, 0, P, 0. NOUNfINC r, K & L R, S. & V. FLOOR/CEILING MOUNTING -G. M. I. H. J T. U, W & X & M G MAGNUM SHUTTER SPAN -L+ OR -L • FOR PNSTAWIbNS INTO WOOD SMALL BE UUREO TO 10 pat. ASD. DESIGN PRESSURE RATING. FV COPNFH fANfFRANtE /] wY BE USED AT ALLNTIINC INSTAUANONS LOC 3 y BE USE ATLLBE AS WCNGTED ON MANDATORY CONDTION 12 /!. SHEET A tt EXCEPT THAT ummum 4 urtf; SPAN 'Li OR 'L-• AND MAXIUIRA "a DESMD PRESSURE RATING FOR RNSIAIARDS TIRO CGKwm OR C OcM BL= SLML BE UNITED AS fGLOAS 1- CONNECTORS TO KEYSTONE MOUNTIIW UNITED TO .64,-72 P.a.f. AND W-O' SPAN. SEE NOONNNC )ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. O HV BLADE axon nrzw. D1G IRO - 'a •• TA%� i Q TILLIT TESTING & ENGINEERING COMPANY ��T�•'•...L; _�W pl wa n.. va, a P. Ia>. WrPra camas nun vi N�"-cV^,v:•: V L• N*w : 1]ageTl-Iva . ra.: (weMT1-u]I •`-ss/DIVAN Ea�'\''�II .A,Glnw ,. R 11 or. P.E. SEAL%S(C Y1JRE/DATE naRa 11c / ,.1a7 A.S.SmA. American ShuRsr Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33607 (1) L+: NAIDNUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASD. DESGN PRESSURE MTiND, L-: MAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEICRMNE NAIDNUM $PAN FOR WILL MOUNTINGS (TOP/BOITON) OR FLOOR/CEDING 0101 A POSITIVE ASD. DESIGN PRESSURE RAMC. DETERMINE MAMUUM SPAN li MM SCHEOULE GIVEN A NEGATIVE ASD. DESIGN PRESSURE RATING. DETERMINE uArdUM SPAN -Lmu SOfEBULr. FINAL MAIGMUM ALLDWABLE SPAN G EOUA TO THE MWUUM DETDURNED SPAN BEIWEON li AND 'L • (3) PROCEDURE TO DETERMINE LMXIYUM SPAN MR COMBOUTIONS IN BEIMEEN WAL MOUNNNGS W/ FLUOR/CEILING MEANINGS: MR A OWN POSITIVE &S.D. DESIGN PRESSURE RATING DETERMINE: LI+- M. SPAN FOR WALL MOUNTING WSTAUAnONS. LA+. MAX. SPAN FOR FLOOR/CEING MOUNRIa INSTAILARONS. MR A GIVEN NEGAME ASD. DESCN PRESSURE RATING: DETERMINE: LI-- MAC. SPAN FOR WALL MOUNTING ITIGTALUIWN, La-e MAX. SPAN FOR FLOOR/CEANG MOUNTING DmaLLAnoNs. MOL NAVMUM ALOWA SPAN IS EQUX ID NIE MDNIUUU BETWEEN 'L1.. •L]+ . 11= AND 'U-' (R) GO TO ANCHOR SCREOUIC WRN FINAL MAXMUu ALLOWABLE SPAN AND NEGATIVE &S.D. DESCN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. I'\'At: nia NC. 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P.G W J rE9RaA Uc / SAlef A■S■aS■A■ AmaNGon ShDNar Sy9lama Asaoelallen, Ino. 4268 WeslroodN �7ve West Palm Beach, R GS407 - - m2o0 FAmE;Shutter R Accordioem Nv ang gt w/ DnD ;WWaStE PnaonnN ce aD 1s-Gas n nsR�p \a• 7NNAL ERG'. P P cCdl /aclJeii,or /nes 2f ,NNAA No ' 07 A ®e©u T®u nm ALLOAm AL 1N N sTxpm elra Q sa ENo CRgOLTpN OETAeS m SNQI$ Ioe IB 119. r NLL ,pDlf. 92512 tr I �� (II' II (M (�9� (M9i (Myl M 9' 9 6• 9; 9 9 9 O �I Vr011 at5R4jRI.4 ELEVATION ---5----------- ----------- ----� ®¢ . �9 TIP. I eiaa laA seAv>arl m a•SS - R1muO a BEET Il rin arR:m -- Mpn rw ---- O /. / / /4,0 I. MAY. &M 0EMON PR69➢e R• ING .110. - 110 pal. ]. BUL s1MlEl1 WW. 9e• 1 M1oem MOmOIrS A D. a e N ON 9pns 0. 71 •s a AS IIOUaWCs u. 0. T. U e v ON MIUTS 16 a 17. 01me�cINCLUDED ar�rtr ,]ic®M of I W IN Bamol BIID[ 1n119V1L Rev NAOR A MAtM{V 0F] oPnews (]•r M W rOR ©— Al WJ Exam a sxRT 4. (a) Mom RUMN2C niax Wool. alm Or w, ap+C0. ILi[ or urt ar IIRE rw sxru n u•. 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