Loading...
HomeMy WebLinkAboutPLANS1. BERM N.V. ACCORNON SMUDm SMaM SHOWN BUILDING CODE T19S ACCORDION SHUTTER SYSTEM DESIGN WIND LOADS SAL BE DORNMED AS K BE 04SUILE0 WRN A DNELDONAIIIY FACTOR M.1 ON SHEEM II THRU,15. 19 A 20. W OFI ER TO VENFY ME ABOVE ENAVICH. Wm BY MULTFLYNO THEM BY DB N OROFR TO CDMPA W OAOER TO VOI BUT COMPONENTS AND ANON ANN.YS6 HOAVEIL A WIND MURA TA, FACTOR AYN -HY AND LEVEL D. -1N WNDOW BLADE o 10lOSAI-00 AB PER MM 2. W IIALME(D ARD NV WINDOW RUDE ® ARE EMCI 4. NL KBNNYM cmiusPN9 SHAM. BE ,WMNMY Assm 0005-0 AHOY. 1 5. ALL SCREWS TO BE SWRESS STEEL =4 OR 316 AS MD SHALL CONRY W/ FLORIDA BBDDNG CWC SCiO TOR CNPW,NDE W AIWROVKE WITH THE 2017 (ILA EDITION) OF ME FLORIDA ME WOVE MENOOYEO COOS FOR A BASIC me S,,M REOUREO BY ME JURISPCf10N WHERE SRITIER WILL •10 MD SIWL NOT EKCEED ME MA'GYUY (AS.O.) DESK PRESSURE RATINGS ROMMITO D PER ASCE 7-10 SNAIL BE F051I fEDUCCO TO AST. M" WHO WAGS PRESSURE N3PRG9 HDICAIED ON SHEETS II MRU 15. 19 A 20. IHS HET.. AS TESTED, WERE NOT OVER STRESSED. A M X WENFASC W N10WA9IE STRESS MR WHO LOWS WAS BM USED W THEN L USED FOR VEgMIATIN or r,,,,M N n,,, MIND AND IAROE MASDE IMPACT LOAD M DEEM VD, E, IN ACCORDWC[ WTI, MON 1609.1.2 OF THE ABOVE YER ORE, CODE W FEN 11214D1-O5, 00317.02-00. /0M OI-10 AN) /0210.01-11 AS FOR TW-201. TM-21 AND M-201 FROIDI ANO An, E-,,a 2 A 3) A 11220.01-to As M TAs "1. 20 & 201 PROTOCOLS LARGE MBSILE I AND E-1996 (MR4LE LEVEL D, me ICMES 1. 2. 3) BASIC PROIECIION NAY AHD 1 01001-M AS PER TA Ml PROTOCOL TO PORK N BRISON WHIN EACH GTHER UNDER ME GENNW. BYDATIONS AND CONDRIONS OF USE NDrATED ON STREET 19 MINIMUM SERIES BY APPROVED .WO/ RO TplPpt AS "NGIEO ON SNR1S 2 AND 1 YPUMW WELD STRENGTH FOR W0 TES N 4 b.0 W AND M7 W M RESSN AT EOATEO CARBON STEEL M PER DIN Scale VAIN CO W MN. WELD STRERGM TAD 90 W um. TENSILE MEHGM 8. BOETS TO BE ASM AJW MVANGED MEL. OR AS1!e4 OR 316 SIRENl S STAEsS STEEL WITH 35 W YNIYYY WEIR 51REAIGM. 7. SEE THE FOLLOWING SHEETS MR ANONGR SPE(IiFEABDH4 W BODE 0 : 12,13.14.15 AND 20 MY. W BLADE O A p WONPND W UNISON: 12. 13 A 15 YETK WSUPR 0. M BACCOIAIGN SHUTTER SYSTEM BEARS A INS PAW iW779=. COMPONENTS OF M APPROVK ARE COWMID, IN WHOLE OR IN PINT W U.S. PATER 15.450.179 eSULD TOSEA [AN w NC. 9. R SHAM' G` ME RESPONSBMY OF THE COMPACTOR M VERIFY ME BNNDHESS OF THE STI NCryRE WHERE SNIFTER IS TO BE ATTAINED TO INSURE PROPER AYOHORAGE. MORWTOR TO SEAL/C ALL SHUTTER COMPONENT EDGES WM61 REMAIN. MIN FASTENING N CORRIBRAS WNTACE WNH ME BUILDING TD PREVENT WIY01/WM NTINSIOY. 10. UIPI UMI WSf BEAR PERWNEHf LABEL IN A VISIBLE TIME WITH WYPaQq NOM NI LNG PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTHERS, MINT PROPERLY CLOSE M.I. IN Aug HO CFNIEIIWTES AND ENGAGE N LOOK ALL IN AND HD LOONS. 09 12. BERMA M.V. AOCORDMN SHUnUR SYSSIYS HIT PERMIT IS APMD M. 13. (R) MIS P.E.D. PREPARED BY THIS 04GKM e (9) CONTRACTOR TO BE RESPOMSBRE FOR THE S ME CDNMIKWS DETARED N. THIS DOCUMDe. a (F) ROB PE.D WILL BE CONSIDERED UA'AIID F A 4) SITE SPECIFIC PROEM SNAIL BE PREPARED RENEW. ®LE FOR ME PROPER USE OF ME PZI (a) ORNRNM. PEA. SHALL BEM ME MT AHB 0 LOCATION AT ACCOHORI SHUTTER N ACCORDWCE WITH SEC,RN 1709.9.3 OF FLOROA BULDNO CODE ONE LABEL SHNL BE OF THE FLORIDA BUADIND MOE SHILL EDUKY WON SPE"s NDMTEG IN M DRAWING PLUS AR BALDING MO 20NNG REMIATRN I PROVING BY ME "AKA NON WHERE AND DOES NOT F VIDE NFORMATION FOR A SITE SPEOVIC PROAO La. INNER[ ME SITE CONDRNS B I FROM ME P.ED. WRRMAE AND PefAL1ATIN NELBDD.D LIFE SAFETY OF Me PROMKT. BASED ON Me P.EA.. PRONE HE/SHE DOES NOT BEWARE DIGM IN SAFETY AT SAE IS THE CONTRACTOR'S RESPNDWMr1. N ANY MEANS. RECORD (EOA.1 FOR ME PROTECT MID VINO WILL BE SUBMIT TO W. LATTER ME SITE SPECOIC DIUWW)S FOR AHB SWMRE OF ME PROFESSONA, ENMM OF RECORD THAT PREPARED IT. SE E GENERAL NOTES SHEET , SISTER COMPONENTS 1-20 SHEET 2 SYSTEM COMPNENIS 21-37 SHEET 3 TYPIM SINTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE B WINDOW DETNL AREA D. (ry BLADE: (1AND W WINDOW R AD Wqp (WHERE APPI I��01 l TN'" SHUTTER ELEVAT)N A NOTES ON LOCHS SHEET 5 WSTAWTIN DETAILS A-F. CONPAEE/BLOCN SHEET B INSALIATON DETAILS G-M, CONcsM/BLOCN SHEET 7 CENIERMATE DEEMS IRV SHEET B cERE m ALTERNATING ORALS NY SHEET 9 TWO CONNECTION DETAILS 1-6, CONCRETE/91,0M SHEET 10 MVIIMUTA SPAN TABLES SHEET 11 ANCHOR SCHEDULE- EONCREtE A BLOCK SHEET 12 ANCHOR SCNENLE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- EONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS WSTAIIAMM DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-K, wean SHEET 17 END CONNECTION DBMS 7-12 A 2, WOOD AREA & HM WINDOW RHADE 2 SHEET HI ONLY IYPIM SHUTTER ELEVATION SHEET 19 AREA 4: W WINDOW BLADE (1) ONLY NSTALATION OETNLS, MET& STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED BY St. Lucie County He = mes s�.: vCENSF+.,9 ;T �� 6 �� SYN MI7 MIMI, 06 A.S.S.A. AmerIcan Shutter Systems Association, Inc. t Pal Beacads Drive West Palm BeOch, FL Z407 02017 EASTERN META, S Y. INa A TM Accordion Shutter System Hv. MADE p1 w/ OR w/o Hv. wNpav aADE TILLY TESTING A ENGINEERING COMPANY N ILW N54 F4. D WGM GMWN9 Y9D 9]I Pna,L :POST-7 l tgt . ra.: (w)s7,-ISv aurw Amur ir, P.E FLORIDA M. F u 67 "�5 ND T/211 u /2�/,7 A lYSR n S�-ONRU - . v� 2 ; DRAY/HNC Na 17-107 UNDER US PATENT B 5458179 OF USE OF BLAD�'ON SHEET ©HV AN. FLOOR TRACK OUALIFIED FOR UhSE W/ 31V I.91i' Oil' Oe3' 60' i � 870 1.668' 11 HV 1 IN3 HEADER 0 FlED FOR USE W/ HV BLADE 1 ONLY• SEE SECRONS FOR VALD 6063-76 ALLOY AND TEMPER MN i101Y YN1 1' IDNI 76 SIDE ANGLES Q Al1FlE0 FOR USE W/ HV BLADE(T) e• P 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE VI/ NV BLADED 6005-75 ALLOY AND TEMPER 11V 1131ADEO1 ONL AND EMPE ALUMINUM ANGLES QUALIFIED FO$ USE 1V/ HV BUDE I ONLY. 6063-Tfi ALL Y 00 TEMPS ©HV WALK —OVER TRACK QUALIFIED FOR U$E W/ HV BLADE 1 6063-T6 ALLOY A TEMPER COMPONENT A B TI 12 Q 2' 5' MOL 1/5' 1/a' ® 2' 5' MAL 0,192' M192' 19 2.5' 7' YAK MIN' 0.190' ® 2' S' MAN. 0.139' 0.131' .99•' 6.2 8 1] ' .920 Q9 HV TRENCH TRACK OVAUFl A FOR USE HV BLADE �1 ONLY.. USE W/ AND TEMPER p RAINGUARD QHVUALIFIED FOR U($�]E W/ HV B ApE A 8063-i6 aLLOY A 0 TEMPER. IN P It\14`•� IF(�z C2017 MUM. WG 02017 EASTERN META. SUPPLY, INC. 1 ,T1 E c e- A S S A Accordion Shutter System �i / Y ■ ■ ■ ■ HV. BUDE p1 W/ OR W/0 HV. WMG•/ BLADE • �l /��A� j• * ' TILUT TESTING a ENCINEERINO COMPANY American Shutter Systems . ,s tltltlInc.ue15- 9•n Le TATEO[ 6 iN..MwAm 39 90w9W LN. M g31e Ae80CI0tlOn1 IncOD Is-OB5 7 7I Nm 07 2i/17 r Plm. (303 1-fa70. F.: n0576T-1531 4268 Westroads Dfve 9 •l,GA.....�.(LL\a4AIIIP ^"f¢-'�71n'`� West Palm Beach. FL 33407 3 DRAWING No •Fee11•cct1" 111 IIATOIk 11.P.L 4 17-107 Y P F.'RFd(lCfD1�6.A•�$p/n6TF TMi2D1. Mc / ••157 3 HV CENTERMATE FOR usE W/ NV BLADE & 806]-Te PLLOY AND TCYPC NAZI A rRaa aLVN10N I OGKER FOR "T" LOOK CEaper>111-Lu NTER QUALIFIED FOR USE W/ NV BLADE IOONLY 6063-TG ALLOY AND TEMPER I OBJ' A14' 3� 3 HD CENTERMATE WL _..... --- .. 6063-T6 ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ NV BLADED 6063-T6 ALLOY AND TEMPER 1 QUALIFIED FOR FOR USE W/ MV BLADE 1 ON�LYi� 1 6063-76 ALLOY ANO TEMPER Fi GOW-T6 / 1 3! © HV 318"0-16 Af 6063 OR ULSE WANO [SLADE 1 & B AI/Y C1/•. FiV 1/4" 0-20 AISI 304 FRIES S.S. THUMBSCREW QUALIFIED FOR USE W1 W BLADE IQ W017 MTOO, LNG. f ILT E—I C0— TILLIT TESTING &'ENGINEERING COMPANY Y} • _• Ni A LL Lp 1 U!T MW. ]In l46LL ]'.q N[CXA GpCpS, Nylq yl rmm.: Ixs)e]1-1a]o . ro, a (]wlen-1m -mme wl.ceaam,wm m-Boomis W4RR 4 T P.E. AlF IIWtW lm YG 1 . Q B Fa0 0 f Da _ NC bei l BM¢P I�aPNR GN[O rlNl xP.6C KAR Lamas °M.Re3 HV -R O K QUALI 0 FOR USE W/ NV BLADED & Q9 ONLY. !le• " 1e. .160' A]TER W, BEFORE RM.TING RIVNUT* Dm.-T] NWh U= I M M. A6 MANISACiwm or Avan TM, Now Aso- GTO.H . Cawl RNATIVE LOCK FO$ USE IV/ NV DE I ONLY. `11NN6NRV CIIROIDI OR K!Y CaMOER GAIT!' Ma R� A aNMe1NN1 ORKEER OR No- 1. W1.78 . QWOi 1U ® HD LOCK BY REGENT NAROWARE MORTISE LOCKS SERIES 2=1 NOON BOLT LOCK. ..--OUAURED FOR USE W/ W BLADE lO& @ A.S.S.A. American Shutter Systems Association, Inc. 4268 WesUaads Drive West Palm Beach, FL 33407 uW NLIAL SUPPLY, MC. RT w stei KW A�cEE'I W ORdion /0 ILV- e�SyLACEE V. .4 70AM M. W. Le I Ol0 1s-085 FM?/IFM?/Il O RD 07/271' x DRAWING No 17-107 j SHUTTER ASSEMBLY SCHEDULE FOR HV HV fIV IQ HV BLADE 1 r ® HV BLADE 1A' ® HV LONG RECESSED NYLON BUSHING .I ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870-x3/16- THICK NYLON WHEEL 0.188.0 NSI 302 SERIES S.S. RNETS I! ® HV 1 3/4' ACCORDION PIN W/ /8 HEAD 'y ® HV 2 3/4- ACCORDION PIN W/ 18 HEADuO ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR ,I OOR IS r. (1) HV PIN ® SHALL ALWAYS BE USED AT 41. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM IOW/ HV 10 OR Hv ®RUDE. j,@CAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN UEU OF ®'AND ONLY AT x s EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 e0.324- 3LADE WHEN CORRESPONDING TO INSTALLATION I'll", SHEET 7. U :3) HV PIN © OR ® W/ 1/2" O.D. 1/16" TT i K S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 41 SHEET HEEL CARRIAGE DETAI mU�CIOES (17PI 2 EXTERIOR 6x CENle 12- TO 6»• .E91Oe BODE A62r ._e .One 2v NOTE -F- ON SHEET POLYCARBONATE SOURCES FOR 4 1Y41fK I1[IgIA /7xUHxE 4mp4q evwAT: R941 �/4xm s ,m eA4 l e.cde rPP,m xTnBrce� 4m am 1° �E 1m° at�msi^ ai+ mR 4nm pu 1A Pu n nePclx a Tm6 4m 614x �7]m eLL IP PLL nmea .mAa mN Pm em ].e.tao w, N%%O wa eom® BeP ♦sn m44 R n-6/ n rt-e/ rvaa mmn wrn mw 4u e w • w. eerz > e.B6a .m ,..- o-1 aPv a -I wv Eel P+N41 Pm 6Ra .ew Y m 1ae➢m1c un e1u RWL 6RpLM Yfp e4M RN lLL e]m PLL �Ce10 PLL 11�L mm0moa 4nnme am M MI at eAse w+ u,e1 I� Vi :e •• �:' J\4ENS�('':✓T 1 02017 MROO. M. �L�C TILLR TESTING k ENGINEERING COMPANY q!] nc ]eiw SL m. ]m. \mnOG 04Qpry rlaa A� fe>+ r (w:len-1610 , r4. a (emlen-Iul -,wY emmeaa "VIER M0.R®A Nuff41. PL R6ROe Uk144167 A�S��A� S Amerrsan ShuRer Systems Y Assoclatlon, Inc. 4268 Westmcds Drive WaBX P01m BeOCh, iL 3J407 -02017 EA$IEPr4 UV& SUPPLY, Me. BEIRTHAY Accordion Shutter System Y. BADE 01 W/ OR W/O KY. W1MWY MADE Q •''•. P : ' 4r�d` . x pEecxrllpM art - BTU LI: 1 OLD 18-085 ) 7 I 6Am 07/27/17 -•..Ss/ONA`EN01111 ....... rr' 1 Is I,erAI /elCuenlx[/ne7[ 2 a DRAWLING No 1 /-107 4 DN 10 k FULL �__�,-n������,,• n �I����r,�_n_ IIIII - I I I II SL1L1\I elseV�Yt�ti��ta8:{7f'Pa�al�i�ti'a 0 0 0© 0 0 0 0 0 m' 1 ■ O O p p p E1 �I w��w©• Ohsw�Oa,F1�p, . �� OF CORNER CENTERMATE YE NV LOON a SHHI. BE USED AT 1/2 OF SHUTTER SPAN CDR ANY VAN OF SHUTTER SPAV Ofl SPANS UP TO IDS', µ0 FOR w, WORMY ANY WY BE USED AS AN INSIDE OR OUTSIDE LOCI(, ATTACHED TO OR K 1/2' LONG MT HEAD S.S. MS. LOCATON OF LOCI( SNNE BE AR 5WCA]ED-0( so SHUTTER REVATION. O,wIm, RUMS V UN AN ALTERNATIVE DEVICE ALSO BE USEDA STACKING POSITION (NON HURRICANE POSTION). • ONE HV LOCH ® BE USED AT CORNER C R µY Spµ INSTALLATIONS Ai U90E OR WSIOE LOCK, DffD r0 Q] cORNFA OENIEGMA w/(2) I/1 0-20 A 1/2' LONO MT HEAD S.S. MS. TWO LOGMO I JP k ON.SNAIE BE USED. �OCAiIOry OP LOCK SWILL BE AB INDICATED ON TYPICAL SHUTTER ELEVATOR. mU sgmm cPAN 01 � . Or 1/4-0-20rJ/4' SS. THUMBSCREW TO a OR @ CENIERLIATES SN1LL BE MADE W/ 1/1'0-20�J/1' Al1W.� RA1YW'NUT AS SN0ON SECTOR HIE, SHEET B. ON LOCK SHAM BE USED AT 1/2 OF SMURER SPAN OR TWO LOCKS AT 1/3 OF SHUrrER. SPAN. S. MAROAMW cm rmm, /• m0. ••• •••'•• — r - - ONE M• LOCK ® •r ® or ® SHALL BE USED AT 111 OF SHUTEER SPAN MR ANY SPAN OR 12' ADMOR BELOW 1/2 OF SHTTER USPANFOR SPARS UP TO BB', AND FOR INSTALLATIONS AT µY ELEVATION, NV LOCK V of 0 or ® MAY BE USED AS AN MOE OR OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CERTERMAIES N/ (2) 1/1 r 1/2' LONG MT NEW B.S. M.S. LOCATOR OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEWIMN. USE OF LOCKING RODS ®W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY, 1 ``TffVVAfid-jfij r •fjI1 WINGNUT OR W/, INO-20•P3S.M.S. INTO A 1/15/8' RiIfla" K MAY BE INSTALLED AT MIOSPAN OR 12' M mw AS. AND BROW MIDSPAN. USE OF 1Y10 LOCKING R0058 TOP AND BOTOM 5 MANDATORY. �M/YT 1• : ONE ALTERNATE HD LOCK® MAYBE USED IN LOU Di \ NV COOLS 1� OB TOR ANY SPAN AND INS AMMIONS AT Goff ELEVATION, ALTERNATE ND LOON MAY BE USED AS AN INSIVE OR RBNFORCDNEIR mSEAT AS SHOWN ON SECNOHB HOR- ARD HBD-N To A, SHEET 10. LOCK Y® BE INSTALLED AI AND T I I' LIIDSPAN OR 12' MAKWMN BELOW OR ABOVE was A , USE OF LOCKING ROD, 0 IS COMPLETELY OPTIONAL .jCENSF:�9q 02017 m Ew, WC. 02017 EASTERN METAL P so Y, ma Accordion Shutter System 1L�C p A�S�S�A� AmorlDan ShuMar Systems BI W/ OR W/0 HV. WINOON SLADE WAN er: La0 s' TLLIi TESTING a ENGINEERING COMPANY 1+a w•..No. AOeDClollon,Ine. D W 2) 17nf.(m)orl-Iu1 O;'�' u. 1.. am, xsawwoan rw.n mIe 4268 Weslroads )KI. Ss� ' ftMBADE J![DRAWING '•_ \a111`s "r'�^ West Palm Beach, R J3407 NoORAL EN ,,H R TA A TUR h. P.E 17-107ualai ....- L L Pm1RE0 REOWREONCHEIE A+vlaxs CO (sxEa 13) SHEET 1J) (M U:aNma ®w small 1) Ya. I 1/\'_=--:=-kJ I ll--(lm M. II' Q HV WALL HE III ELL p11 Q HV WALL H AD R INttAI eT101' K OH^ STuw 1 1 NO ea: 1I I OR I9O I YBi, ASs SlYMYknOn To DI ' I t �(SFI SmIEWtE ON SM[ET 11) I eamd)i C9 IFSBWiI'I( � IIDJIIj, [ASnNO C SS OtmONA 1/1• Na.. 3 m l EO. MrtlMRS IRU55 NERD ©HV WALL HEADER INSTALLATION IUY. eopA nm. To�W (SEE SCHEDULE ON SHEET 11) Bi 1 T1�J `(SEE E M[NORS (SEE sGICWIL N SNF[i IS) ,� MACHINE SCREWS USma 1 / �" CONCRETE ANCHORS I f .� % / \.l"' 1B 1' 1/4'-20 NUR 0 lx• O.C. 1^ � (SIM SBtIEAUI[ ON L-1CP1155 MEND WEXIM"sCR_EMS N/ 1/4•-x0 tNR O Ix �/ J xacNO / Ys. CEONC�E m SHEET IJ) D.C. OOK HV WALL SILL INSTALLATION 1 (uE sENmulMi%Hs REWNREO I y Eo UMCl sxcn 14) OF HV WALL SILL INSTALLATION OR CONCRETE BLOCK J xuE REwwEn © HV WALL SILL INSTALLATION• aMITwN of «rnoNs• 4 FOR TYRIVL SHV • L 0. 1• EOCF 015TANCE INSTALLATION DETAILS W/ e �suff QUI "YemEO (SFE SRECUIv1gN5 ON sua Ary amuunml. •SCE IAA A101b OE USE mn SHEET IJ) BUOEBMSHEET IS � 1J HV BLADE I' a a]a 4" F A _ FLORDA BUILDING CODE Non High Velocity Hurricane Zone ` :'' JCEN$!.'•.•�'� �� 02017 T'l INO 02017 EASTERN META SI Y, INC. BERTHA Vw Accordion Shutter System Y ``41144 ' 4 l 1 —E O A�S�S`�A� • American Shutter Systems M. MADE 61 w/ aR w/a Kv. wwav MADE H OtuemeN 04rt all er: EC. :• C s} �•'• ORI�O'.:' Q4CaAss TIWT TESTING A ENGINEERING COMPANY w"` Nor, a4a. 51. IW J». ekta4 A990CICHOD. IDP. 1 CM) 15-095 ) 1 1 am 07/27/I7 • CI4BDNx nwn ]v Cliw 1 (]a.)D)1-lSxa, rm : (]a5)B)1-1U1 4268 Weslroods Drive `�a(1 •••• ] �" OppL QN 1Il -max M.lAl 4an. u_eme)1]. West 'Palm Beach, FL JJ407 ] DRAWING No ....NIP•✓ M1 =A,LUt L. Pd 4 7 PF"C[el/vrmAT1or mATC rlaltOL Uk/441er B auevr a D OR w V.- KEK WASHER HEAD ' RAINS 0 Ix• O.0 REM ANGCRS ScNEDUIE ON Sx 13) I HFAD CONCIMM ANCHORS SCNERAE oN ENEO 14) eA� 1 /to E Or ' MT HEAD CONCRETE ANGORs 'NOUN (SEE SCN=.E ON SHEET 14) Q11 TRENCH INSTA eTION ,- WD ONLY MR UP TO ♦70. -75 PSF ASD. DESIGN PRESSURE RATING 0 FOR SPANS PER 1 SCHEDULE /3. SHCEE 11 R Dltl Nay J OR u.Ac I/ / . vswm Ar OOal rAsmml trAo 1 `{' W] ii I© 110.3/.' NIX (PP.7 (]C IAirt 1 W I x• I B ' i e'ASNEH HEAD L.O.' / OHi II f01 Wun06 ] e r1UlI, y HIN HEIR i KN MK SCxEM / cart. 9tIN.V11 13 0 ix' DL •I /, 8 '%/ice. a p• D.C. SS M.S. I O B• O.C. I COtICHETE ANCHORS (SEE SCNEWLEON _ _ ]/9• y _ _ 6 . JO ]/ 111 .]/1• S.D.S. / :'• �_ I 1/c. I,''• l/ I/f._py/f ay ,a B 1 % D p• 0. C, I/x MR.. ///' a Y• W LOGE OI 17 a 18 I/x' I• , / / / 17 18 ]A�1MR, pE�B sue a �iI,. ESI SOS. 1 I//B•/L / /ED /.I/ L� d MWCADIE Ol a c]/O.0 111N. _PWNo caK*[rC CONCRER ANCHORS I I / /�/B•.� 1](5) POURED CON E] (SEE SCHEDOIE ON ON WEIN -SE£ N= I3(U) OR CONCREIC MOCK S1Nfl 14) MRCD mom ON SHEET I REOWRED OR OCNCREIE OL= K © KEYSTONE MOUNTING INA:rp I ATiON � PouRED CoxCRCm RCOWRm © NV WALL WALK -OVER INSTALLATION ATIONrx Pe V wnnu Punta sAv e'-B• t ♦ImII, I TKa OWAIIARDN S BE I)MANCE RCUINAB(E mm PEREORKEO 110115 ON SNEEI 13) OP�CE Ele AN O lbP CUT U9[AOx USE FOR �1� 10 _ _ 1 EDGE ET 4 E'OR Trv" SIIUW R (sR sm ]SECLKHS CAN BE CONWrdO INSTALLATION DETAILS W/ (D HV BLADE To sort ANY iNs Rom. „I 101N jk A. T "'-�„ FLORIDA BI RATNG CODE Hon High Velocity Hurricane Zone TTI ' CEN •• ✓ '_ OMI7 INRO, MG ®xO17 F/SIFPN YflAL SDPPLY, INC. :'' V SF'',•?' 0 ' * IL� Accordion Shutter System A.S.S.A. NV. aADE y1 W/ OR W/0 NV. YANDOW OADE /I4 ATOHCOn $L1Yti0F SY810T9 A��:• % :� 111 TIWT TESTING p ENGINEERING COMPANY Wtt r en LG ��.... �(0 ma N.. Association. IRO. �" msalPnax aw a. ae. S .., .. '-- -xT ]Bs. vRpu ulmn4 nw0+]]I OlD 15-a85 )x 11 wrO 07 x7 I) OAw : (]paM1)L-la]D , ra.: (SU)eTl-lul WDe Drive 1 x t PQI Och, EN�,II`` o%ul `O Ylest POIm Beach, FL 3J407 ] OPAVANG Na -"•••nggU•N` ... WttA A i61R L. P.L . 17-1 O7 0 17 CEEI /e,r.uniee ln.m IWRM M. / 016] . _..- OUT a®a©•O7 aO 10�®a I. • •®a@O9••®w�010(•3'®aJk-COS i' I. —9 •008a anon ss EE IN ® Nn TW 11) _—_—_ —_ 3 9a uvn OUT I u s Tn ,r. Exrsnx6 alwss INSTALLATIONS W/ a HV sx •mrts ov [oaaa Rae$ p . xv Eod¢ p a p N10 K1FpM"R 1N 10tl10 w sxuT 6 **P BLADE W HV CENTERMATES r KK wO x ego )•Q7 a BQa10 •®a �%#'®w©•®p1 OR SCE - OU M nuuer now EXISTING ours �. ®wO•®a—----------------- _ S." o Ix• ML t[xOMf. C TES C A C S w. TO v� T= S ®(SEE ' * 35 * IN 3 * 3 SCRC ON SHEET It ----- - - ----• - --- -- - --- 1 '® w ® OUT ®' HVA HVB p®a 7 a gOaID •®a HVC POUF' ONLR OR 6LlSs _ CE TW/ HE M 5*--- nrR[PIOP, ®' 03 rEximNC _ 10 •�//�5/••�O) a 1 --•®°'—'O'®w uw SEPARATION Goss �j, !) w (SEE SG+n 1) 5 l01'�a117/•6ya(I�1.0,1 ON 91ER ,1) EVE eloa w�Ul. w Eo j I FTO P.E. I 'CONCRETE" VCxORS O w � ® OUT 1 8 1/2• Y.eY. SUCH I�VE HVF** FLORA BUILDING CODE Non High Velocit 01017 MTON). M 02O17 FASTEPN YETIL! �L� A.S.S.A. Accordion Shul TIWf TESTING ENGINEERING COMPANY ATOHCOn S Sy010T0 wv. 131AXX Of w/ a w//b/a , x R[scnmox pert AR W. nay Sne ua xx. wu v. w. ms vortr. llon. Inc. 1 OID 19-083 )/11 1 i (M518 ra : (!a>)en•lu1 268AssWe0t(Orl. Drive T •-'"m' ul.eoeod.am [e ammo Wesl Palm Beach, FL 33407 t Pcl &eac , s VµtFA A TWf Jc e rEow m. /til67er , � i r No our ©0 KV "T" LOCK i BUR �SUOt C[rK Mi. rtOfJRa ex SMa1 e. r% HLL Y= U4W6iL n4Nm eU4ral Rru IW-Na . eYH.aD P11M5 SIlLr. WY R af01 MN TO 4NMi --------------- ---------------- 730,NV,"T,"____.lwrsµilisS 0-20 x 1 1/2" S.S.M.S 7/8"0 x 3/32" WINGNUT. HDD—HVD•* FLOATING STACK M17 MEW. aM, IL EC.OIN�. TILLR TESTING & ENGINEERING COMPANY vMn : (]as)d71-Is]e . rm t ba]te71-1lll . MI .. li 1. • D A.S.S.A. American Shutter Systems Associati0n, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 BADE B1 W/ OR W/0 KV. Rc No �I POUflFO YCUNfsRE OR POURED RNCREIE OR REIE IE CONCRCT6111X WALL OR RED CON Oa RED CONC UREO CONCRETE RCOUIRED'Y SLOG( WALL Plow", , 6LRX wUl REanPEO ,� t= REOUwEO CONCREIC NiCNOP 1 �EXafWG W/SS I /" EXISTING GVSS >/ O 16" O.G. ; , �EdS11NC GLASS ; / " % — 7- — / i• YIN. E NG GLASS m ' Eo m aa�a RO's¢ / / / 1"i rnuNLAs a)" �o rus (�"s-E �" / 'III Yw srn.Yumi // sL1EgE[ WI9EET 1/16'X]• NAY / ON 9RET I9 ma % /, SomIEE ON 907 / ' I TO GLASS (M it FOR 9AGC OAN1 (606]- T. (DA FEN DCATC Ar 1 9H6 mA ((CLOSER ® ON EIQT to 1/2. 1 suet 0" T aR) 9o[ ® AT ERNEROd1E 1/2' , ' 1 Gtm,ao 49 �� arE 19 FCR I/z• YW. OF 6) I •USE P OR z• MAX. INT/Z• sus It0.1/Z' S.Y.S. I I _--- (AS APPUueLE).z11/610 a 16' O.C. ----- < a I6. D.C. I _—_— At.= CUP ANGLE (606]-T6 ALLGl7 AT YWMFICM 4 i (') /,a.T/4• s.YA. Tops \ (Z)1/••• TAKONS ANCNORS to 5 WAY. AT 1- O.C. DocOtt AT 1 OR QA�' SEE DUAL. X roR 1 OR I SIDE CONcor SN OR Qt1j' ERNEft ME ore) 1 OR ®' . 6 . r • a 1 .®^ 90E ToN TERAC�ONis • a�. v . e 1 .®. I �-OO .00 'O ®' SEE CONNccnoN-O•©•Oa • e i •®• j 0. 0 TO END CONNECTION DETAI (I -WO—CONNECTION DEM2 END CONNECTION DETAI (3) END CO tar ON DETAIL Q r ONCRM OR a REOURED ONLY FOR SPANS OCA1EN TUN 12'- / [XISTINO GLASs / CONCPEIE 81. WALL msnNG / / REOVIRm GLASS 4 at S'ECt II 9QT 1 mAVI µCNOAO 1/2_ �'SCHEDULE m ©OROOa�011 sa® rE ON /cG•NWOGNoa/ (evusme® tY / [0 5 waA�ma® 4_ __ ©oR®oR 1®oR 1® �.rlo' 1 z uw. —� / / 4 OR / --_—_ !Ir j �YW' "�MtNEo . • SEE U ARRS Or USE FOR ©R®OP®OR® 5 / jy%u 94GE�ON SN. to 1 OR OR 1 OR 1 Ofl 1 VIER / 1 OR & PLAN mumc°"eLo`. �.'E OR 1 OR & ®®�.O O• •�•® ®p-©'p' • 6�•®•®' L �I m � O ®•®•®' ®• ' 81-0.0.0'®- S 0 O.O.O-©O ©•O ®•©O ®• C1� HV BLADE OR HV WINDOW BLADE Ihlrn 0'@-0." CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 50 ;Qa.®.®.®. .®., , ©OQ•®-®•®•®• FLORIDA BUILDING CODE Non Riot Velocit NYrrcane Zone 'y a'tDETAI t`�; `VCErySF; COD'? 02017 rASfnW YCTAL SUPPLY. ff, - A.S.S.A. R '� Accordion Shutter System KY. MADE Al W/ OR W/O NV. W DON MADE `• '^'� , TIWT TESEING s ENGINEERING COMPANY American Shutter Systems wa I �.r`''•.ITd vas N- va Y. Y,. xis Wam6, GNODIN rwmt vI Association, Inc. I OLD i6-Oss r r 1 mW. or/nnr Pw.. , ("'5971-u]o . rm I (w)mI-IMI 4268 Westroods NUA Drive E s ONAL EN \ ArIONWIG sw� DRAN7Nc No / 6TpI 07 ce-West PGIm BeceA4. P4, R 37407 a O C CC 1,/Cln.l.n Inc /n.Te riLRW Y. 9 4AI67 . _.. MAICILIUM SHUTTER SPAN' OR'L ' (ft.) FOR 28(9 29 W/ ONE I I W/ NO LOCKING RC 30 W/PNO LONG (SEE NOTES T. AFA �pl •- - _ .. ....w.. m.a v IPL11W � pALL MOUNTING BOOR/CDIINO AF�Amu�C PALL YDM¢Xa 4Ay1 YWNfMG Mrtl] h U M -1 1.4p�) ROaR/CRdla YOIHiwG SCHEDULE Al IMUM SHUTTER SPAN*'L+' fl'L--- (ft.) INSTALLATIONS WTo & W/ ONE HV LOCKS OR W/ NO LOCKING PODS (VALID FOR Mmn"NO 10 SHEET T) C AFC% PC I/CEALAnaNs RWR/LL➢p�a'Yalnllpy 0-j 14aJ1 Ila6R ALLuauxlwa la l- 30 ]! 15'-2' Ifi'-10' 40 14'-2' 1 IW-2- I]'-•- ' 12-]' ] ' R-r Ir 10'-2- IW-Ir !'-! 1104''---311 6'-s' B-4 75 6'-!• INSTANATION LEGEND CONCRETE & MANSORY WOOD WALL S. C, D. E. M. N. 0, P. 0. MOUNTING F, K & L !G. R. S. & V. rL00R/CEILING MOUNTING N. I. It, J T, U. W & X M 0 MAKII SMrTER SPAN 1+- OR ILOFD FOR INSIALLUXNS INTO WOOD SHILL BE U. 105 pd. ASO. DESIGN PRESSURE RATING. t W CORNER EENEUNATE /3 MAY BE USED AT ALL MOUNTING MSGLUTIONS. LOCKING SPECIFICATIONS SNAU. BE AS MGM ON Yµ¢ATORY CONOMON /2 NOTE 15. SHEET 5. ttEKCEPT DINT UMMUM SNUFFER SPµ %+' OR 'L--' AND MAWNIpA ASO. DESIGG PRESSURE RATING FOR ;HMALTA IGIS I CDKT= OR CONCRETE FLOCK SHNL BE UNITED AS FOILOAS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.p.l. AND 8'-0' SPAN, SEE MOUNTING((II)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V. 1T HV BLADE (1) L+; MAGI ALLOWABLE SPAN FOR A GIVEN POSITIVE &S.D. DESIGN PRESSURE RAnM L-: MA(- ALLOWABLE SPµ FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE NAWMUM SPµ FOR WALL MOUNTINGS (TOP/801701,I) OR FLOOR/CEWNG: GTIO4 A POSITIVE AS.D. DESIGN PRESSURE RATING. DETERMINE MINIMUM SPATI 'L+' FROM SCHEDULE GIVEN A NEGATIVE &S.D. DESIGN PRESSURE RATING, DETERMINE u M SPµ %--' FROM SCHEDULE. RIVAL MAKIMUU ALLOWABLE SPµ IS TOG& TO THE MIf INUtl DEPEMINEO SPµ BETWEEN -L.' AND %- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMMUNTIONS IN BETWEEN WALL MOUNNNCS W/ RCOR/COUNG MOUNTINGS; FOR A GI MFN'E AS.O. OESIGN PRESSURE RATING DETERIAINC LI+w M. SPµ FOR WALL MOUNTING INSTALLATIONS II MAX. SPAN FOR FLOOR/CEM1ING MOUNTING O15TALU TONS. FOR A GIVEN NEG'VE AS.D. DESIGN PRESSURE RATING: DETERMINE: LI-. MAIK. SPAN FOR WALL MOUNnING INSTALAIIONS. I MAIL SPµ FOR FLOOR/COUNG MOUNTING INSEAUATIONS. FINAL UXQUUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN lI 'La+. ZIP AND ll-' WITH Rik VACUUM ASD. DESIGN E WIMUM ANCHOR SAP.."..•GEN......,✓ z f ' * I 02017 MUM, MC 1Lp-� A�S�S�A. ATnedGan ShUt(ar SystaTae Association, Inc. 4268 W63troad9 Drive............ Wesl Palm Beach, FL 33407 02UV EASRG, MI SUPPLY, INK Accordion Shutter System HV. BADE ®1 W/ CR, W/0 FLV. WND0.Y BLADE : �/ IF 9 !!! 4% I 111 �ss/DNAI To . SFAI bfl'IRF/nATF TILUT TESTING & ENGINEERING COMPANY woo HY. R. au Aw ]al lu¢uAm 6m; Naas NI PIw,N 15]0 113050 . Fat I (]a!)611-16]I •- ' uttavavow.2 "ALTER A RUT L. P.F. "Rot, U0 1 we? Irv. NalIRSCNFaax wR pIWM RR a¢v. G I OLp 15-ow IN. I wrtl aT/D 1T f 5 GNAWNG No 17-1 07 �..... 5 - uA.a Au omppo Topple voppe �mppto npppo upppo voppto ompptn omppo vpppto �vppo �00000e rnpppppc apppppc apppppto upppppto mpppppc apppppc apppppc apppppc apppppc apppppc apppppc Mopppmple ® RILE HEADERuouT mIG v� aO vo sw mOLE7pppmmmOlmppC AYi uaxuuvuuooc movpppmmmooppc mompppmmmooppo mompppmmmooppc movpppmmmooppc moopppmmmooppto mpppppmmmppppc mpppppmmmppppto mpppppmmmppppte mpppppmmmppppte rnpppppmmmppppo �pppppmmmpppplla AmmmppppO M R= apppppmmpppppoo pp mmmpppppo apppppmmpppppo HUR mmpppppC Win apppp mmpppppto apppppmmpppppp apppppmmpppppo apppppmmpppppo apppppmmpppppo ippppp mpppp p apppppmpppppppp p apppppmppppppp apppppmppppppp apppppmppppppp apppppmppppppp ap----------- � ImmoOOppmmmO000O ur¢AIYATIao ImmoOoppmmmoo0po Immoopppmmmoompc ImmmppppmmmmmE=Ypc immonop�mmmocmrno ammo®pp mmmom�.ptn mmoopp mmmoompo mmmpppp®mOmmppe7 mmKN mm000pO mOMAK"A EMEA pmmmomppo mmO �ppppmmmm0pp0 mm000000mmoovoo m vppppmmmnoppe m®pppppmmmmmppp mppppppmmmt0In mmopppp ®mpppppm®mopppp mmmoEs•7ppp KEENopppppmmompppp mpppppplmmmppppp mvppppp�®om000p mApooveommmppppo✓ Hopp ppmotvppppp moppPoppmmmppppp mpppppp�moppppp 0pppppp KEN moppppp vppppppmnmppppp ®pppppp mmmppppp Mppppppmmoppppp P1Elppppop Mppppppnmpppppp mmmppppp ®pppppp -Mpppppp�opppppp mpppppp DpppppplIDmpppppp Ell Es Opppppp appppp mmpppppp EEN 011 ppo upppppto"iao01=11 appppppmppppppp appppppmppppppp appppppoppppppp appppppmppppppp appppppoppppppp appppppmppppppp apppppp ppppppp M RVANCEDHNOLOGYUD-SET SEE ANCHOR SPECInGl10Ns ON SHEET 13 0 0 ♦SEE 11M ARONS OF USE FOR BIAOE 1 ON SNEET 1e uo`e taps oppo omc voo nootu0000 tnmmmoppp (� • � • O � � •' nonom000 � � � � nommpppp � � oopt>vpppp � • � otnnomppp mtnpoppp otnoppppp oOf7oM mRAMpp oommoppp tnmoopppp tmmppppp oomoopp mpmpppp LJFLORIDA BUILDING CODE Non High ' �; �QY 111 aTc ON17 Tunco. M ELT Ec �+ �+ A A■a7■a7■Ii■ American Shufter Systems Aesoetaflon, IOC. 4266 Westroads Drive West Palm Beach. FL 33407 0 017 EASTEI B R AccordioT Hv. mADE B1 w/ OR TIWT TESTING 6 ENGINEERING COMPANY u9 xR xu IL Sv W; w®s. aµppq nalM fN rmN : (Empn-mw , ro. :.am)nl-1}]1 °- ® lr u *•^' phial A i 1 ROR➢F BA NIB) W.W M� 1 am 16-M E a . INC. No ' mmmnopu©mmmlo®pnpmmmopnpp mmmpppppmmmptmpKH7 mmmOpOptU •" mmmtapOptO mmmptLLppp mmmtE7ti7tl7pp mmmpOppp mmmptOlppp mmmtl7tOppp mmmptUtE70mm®mOpppp mOmOpOOp mmmppOtE7O mmmptOlppp mmmppppm mmmppppp mmmtLltQlpOm mmmB7pppm mmmti7pppm mmm pm mmmtOpOpm mmmpmmmq mmmp11122 ppOF] mmmlF7pR7mp mmmpptOpO mmmB7Qlppm mmmpOtFlpm mmmpOfapo mmmtatFIDmIF1m mmmtOmlF7mtF7 mmmtapmm0 mmIGEAKA pm mmmpppmTil mmmmmm00 mmm111:3 mmpOH7mm mmmtapti]tOq mmmpti7lptOpmmmtOpmpm mmmpmmtOp mmmmtt7Empp mmpmmppq mt0mpppt70 mmm97t01mt0!SD mmmmppp0 ®mmtnmmoggmmmppmmmmmmpppmp �mmpppOgmmmpppOgmmmpmmq mmnmpvommpmpmmgm�pmmme� mmmmuooemmmp®PnpommovmT_oo mmpmmgoq mmmpEarmc�q mmppr�mcrrq mmmppmOq mmmpU�Jq m®mpp��d.70 mmmpmpgttimmpmmptFlq® Opppgp mmmmpOOltimmmtL7mpt0q 7F7pg0 mmtUmOgq mmmtL7mt0gq 11121 mpmppgq ' mmpnigoommmpmmogqmmmpmpqq m� qt7 mmplm mmmmmpmpgo =111MmtIDtt7mtOmq mmMINI R7mpmt7q (IDmmggt7mq=m mmpqpmqq mmtommmL� q mmmpmgggmmm mmppppgp m111111 vommmnppggmmopvoqq .... mmmmgOt7t7m®pppppp IIaKERN qp "UmmggoqmmnmmqqqMmmppvo ®mmmmpogoommoopmgoo pmmomppmmgpp� mm�00000m�oomoo'd' Mi'v©®®vOq mumtagogo m®mptEsggq mppmpggq mmmoggqqmmpmmqoqmmmopqoq imn00000�im�on000LNoopmmmm �mggMIMIMM pmmogommmmmgqo mogggqo mODmptOggq mpti7mpOgq moggqooqmmppppqqmmppmm ®mgogooqmppm®gEvgmpopq= ppogogtnq mmpogggg)mpqoqqq ' mmggqqoq�o'�pmqqqqmmmmoqoq mmggqqt�q pIm EESMaig170tF7mtE7t7gOq 8E1p000000 mlpmmtml0gt0 pmmgOgOq E£7googogqmppqqqqqmpmqqqqq mgg00000�)mmgqqoq�ppqqqqq O�ogOogogmmpqol"aoom00oqqqEx mo0gog0o�Opq®qOq mpp10o1017tt7 pmov00000moo®®oo�pmr�ov0000 mOp0010 WEOm®gOpp000 � ANCHORS SP.1LINn IEGEND M YEOs oY-SET • ra te�ma o uR: ra aARE CM1 a sen ,r O r_ .• �• II IP N Lr•N I. ANCHORS To SUR IMAE SHALL BE AS FOUM: (A) To carrNo POURED coNcRm- (Ica rc - J ke7 1/4'0 EAMON OR TWOON ARM ADWNCEG MIOMFRM 1FCWNRACY ANppRS, AS YANUFACNPCO BY LnN. BNmEIL (Yin. fc . J biJ t/1'0 A 3/4' AlL POPRS SOIA-BET MICNOPS. µ B6iWBUlEB BY I11 igINR BCPEN. BMT a SP MW CONPAMr. (IGn. 1'c - J W) 1/4b Tm TAP eONCRCTE ANCNOPS W/ CAP AS UANF FT w er ILOReA FA wam Dena. WC. (NIn, rc - z kUl I/4b iAPPw4 ANUNRS AS W.WFACNREO BY POWERS FASIwERS. WO. A, p GURU W ALL KUm, SCRO,, RMT a SPECW.W COYPAW on ANY OMEN A RR6O LICENSED OR AUTHOW7EO VENDOR MISTED NI01 ME ARERICM SIPP}m SR'BTOS ASSOMTon' OW. (um. rR - ] w NOTES: AI) WOUW EUBEDOEhT INTO KUM CONCRETE OF TNKM a TAPCON WON AOVANCm 1HRFAMORY TEUMMOCI' A,cNCAS AVp fAPPEIt• ANC NORS S 1 3/4-. AHO FOR SMrt TAP W/ CIA "MOBS a 1 1/E'. AO) 101I3AUM EYBmWR OF 1/4.0 0 3/4' AL KUGS SRN -SE ANCHORS sNNE RE 7/e' BIG ME PoURm CONcAM ND EYSEpYENE INTO SNOW SHAL BE PERYRnD. 1/4'0-E0 S.S. YACIaE SCREW NCO bury BE 1 1/2' LOUO YVIONY SIIOIRD SMcOC EWST, ANO 1' WIHIYUY MR wNu s WON No swcoo. AJ) W LATE' MAT RIEC W STR ' PRECAST ttMGRETE PANRS. PAVES OR AN' VENEER BE FOWD ON ME E),mNO WALL OR ROGIL NOTES k) & ) lONO ENRWII EN REAR1 THE IM STRUCTURE BEOND SJUD'WALL MUSHM ANCHORAGE SHAL BE AS INOWED ON NOTES AI) a AO) M F f M WSWJAnOSEE W VMO SEINc OR Ea5 CORN OR WRXOUr YETAL STUDS CONARi Mrs wcWFE0. TO' - RarALunoN Ixro ws wnH afro snNs SEE sx¢T zG. - (a) TO EriSONG CONCRETE 9,001o: (ASaW C-PD) 1/4.0 UPCON OR UPWN NAM ADVANCED MAENBMW TEONNROOT µCNORG M W ACTURVD BY I.T.W. BNIDFR. / 1/4•• c S/4' ALL MOSS SOIN-SOT ANCIIOPB. AB O6T RGA ED w ALL K Mts SCREN, DOLT a SPE UETT CGA0W. -';:'R W11•wTAe'CNLRCTE AIp10R5 W/ GP AS YµyrAG1URD BY 1L0:®A rAS1e1wD OW[CT. OG COMPANY OR NAY OO1FR APf'ROYm UCFNSm UN ZW4rOfLD VD10CA REGISTERED HIM 1ME.,WBbUN� [uA N S )5 O V,, WC. NOTES: B.I) YWIYUM ENBMUEMr WO CONCRETE OLCR Or T P BLOC TAP. W/ CAP ANOIORS MO TMRw• ANCHORS S 1 1/4' AN IAPC0.4 MAN ANANm MRTAOFORM XCNINACCY AYCIpBS S 1'. 9.]) NINWON EWOMMENT OF 1/400 - 3/4' AL nNMS S EET ANCHORS SHALL BE ENIRELY MM,,, ONM ME CONCRETE a=. No N EURFRWCNT INSNcce SHALL BC PERYIIIFD. I/4' 0_" GS ,,,NE BCREN InCO sNNy a 1 1/2' EGNO URIAN Y SXpRG SOAGA Elan. AND V UIN•AN FOR W41S tl011 No STUCCO. B.]) µN ORS �.b BE LONG ENO TO R Ncl THE UAW SIRUCNp[ DENINO GOO WAL F MESAL . ANCMOR/CC BNOR ANY VENEER BE FOUND ON THE bUSTWO L BE As WpCAm ON NOTES ILI) a B.]) A MR OSU EONS ON Y SIOWG OR DIS N11H OR WRHRR YET& SIM, CWBTILT iH5 FHOANCw FOR MSTA MM WM ERS WON META STUDS SEE SHEET 20. (C) ANCHORS SNlly BE WSTAIIID mUANiNo AL or THE RmONUUNGAOCNS AND BPEO FANS OF ME ANCHDN'S WNUFAC'NR91 Im E0 019TA OE a eo.r o_��.Lg.&FHO�.............,...w. WWNUY ANCHOR SPACM ARE YAW FOR L,,E DSUNCES 04O 1m BCLOW Br Y. MRC D. 149 04N ME INOCATN. REDUCE AN[NpR SPACWG MLRPLNNO BPADNO SHORN a spRDuu BY ME mILRYAC rMO,, REDUCED VP . Oa. usnW nLTafl L L NM BE 11W MAN YIINUNY SOAaW N UTM MR ULN N, Na ACTUAL iACTOR am TAPCON I TN%Cw'NC'W'r' 'M ALL Pow Saw SET awe To W/ w TAPPET SPMNG - S 1/G' YW. SPK1N0 - J' YIN. $PAC ] J Y 4• e RUEDC1XWE .aRLY PoIINmW NnBa WNwErt aGCN P-c6a CWimE[e REED oaaErz taaErz aaR IaI W.r UIL rA.JT/r Yx En-z Ih' YN [A.J: a.� IDL rn.]yr rA.z 1/r R 1 1.0 a- IA - 0.B1 0.57 0.5, t-0 - - 02017 TARCo. INC. 9` r 1 L-TTE C-0- * TILLIT TESTING 4 ENGINEERING COMPANY UA0)71 ]A•.UDW -W1 RaWU Pews : (wspn-I: m,: (Bas)•n-IUI Ip - a u:xroaa.Rwn 1 �m•OOCBUB WMORE t .f 44 rL MROA Ik. / Tale) A.S.S.A. Amerrean Shutter Systems Association, Inc. 4268 Was(roaas Drive West Palm Beach, FL 33407 m2017 EASTERN META. SUPPLY. WC. R n Accordion Shutter Syste) HV. RACE @1 W/ OR W/0 H.V. WNW a" n N Rpcwmx PArc aAWiN BW LG fI OLO IS-0GS 1 7/t wm m/D/t; E DRA'MNG No 17-107 _�� Nmmmonnnu�lmmmmovvonovvo mr}7[f70E700E1OmmvvvvuoovmEa0uTf7E70E7m 0E]100E7000 US VI 0m •-m®moonnn ml0m�unmvu uvvumrovvvonnn �rmm�novn 0®rommmmoEau�ivEauE�u 0000T00T010 m®rvoolmo0 �mmrommm0uvuoEavmq uovvv0oq ' 0[F7t000000 (v100[©mmmm OF700e70000mO000pp m[0[f700000 m[DEOm00mm0000p0m000000000 m®mouoonOmrommmmgvvovovomvovOn0v0 �mmmoonnnm�'im®m®©ouvouvonuvvonvvvv mmmoonoo m®m�vo®ovvuvuvmovv�vopgEvv 0 m [I700000 0Ivg70m m4,0 00E7p0m mq 00000®m q [©[f7000000�[Ot000mm 0E70000E7000000000 ®[f700000 0[f]00000q 0E7000m0 q 00000000 mm[000000 ®[f)Im0m03F700E70000m0 000000mE7 mmuvEaonun ®TamTamTomq vuvmmogq vOvoTauvo mrnaJlnnnon®®®mo0ovvovovvuovvEnvoolvly m®momm�u®I�mnmuegonomm�vouvonnumv rnmmovuoOlJytomoml2ltavvvuovvoo nvv00Taoo mmTannnuo®mmvEr�gE�govTomTaTaqE� v00Tom®qsa ' 0<OIS•700000 ®Efl�lm�`�mq 0000000000000000 mm[OI�OOOq®DO®g00g000OmOg00000000q m®mnn000 ®romoo>�gq mvumnmEaq vo0nomgq [F7[f70000� ®mm00m Oq 0f1m00 qqp 0000000 ®m raTarvonuq tmrommmgOovuE�glvouvv0vo0v0v q uggaqvomqqq®voo�ImggonvuE�oOq BEEN 00000®mm0mg000�Om. gE7g00000qEaq Ellin m00000Eiq®SElilmmm0q 00mmmggq 0000mggq 'gmlmnungqmnmmvqeqovEammqoqvnvommo rammnuvggmmmonmgqvvvvvomqvvovnov� m00000g0 00000gO000000gq0000m0qqq m®rnun000 �imv©m©oo �vvvoo©� vovvovon MEN" oDoegmmgm0eeg0000qqOq 0000o0gq msoson000q rtEmm�gogq uuvm©qoq OnvOmgoq m[f7L0000gq mmmmmgg000mmOqOq 00mm0ggq mmmon000 noovv000uumm®000iivomavlamio OUR EN 0gg0mm00qq00f7000Oqq0 EMS 00 Ems M �117Et700gOq m00E1mgEi00mmmgqqq 00mm0gOq ' mmTOnggq mmOT.f71m0Oq 000E70mgq 0E70000mm m®t000ggqF1mm0qq0q00E100qqqO0"MEN ®lF7Ef700gOg00mN3ilEigoE70p00®egE7E700LEon e 0mmn0000mo©00000p00p0pgp0000O000000 CIA arm �mgi0m000von�v0000q��omo�oov0om00000 Ill"MMMMMM 000Eig0v0 E7E1E700gE7000T1lf70g00 0[EiLOg00gq mTF10mg0gg0mmeqqEiqq 00mg0vOq fil[©[vggEiqq ' mfAmmTE]Eggq0000000q 00ES1100mmq LO<0[Qogggq0m0qqqqqOmOqqqqqE7E10mqqqq {a L000E70g0Fnm3F]EiggqqE71T;9 S7gOg000m0q000 M C2017 TLTTCC e1C P ILLj EGO *� TILUT TESTING a ENGINEERING COMPANY YS1 NY. MP. 44 Ya A� \AWG CWA4 Al a�'eoe�i:(„aos)e)1-1531-lml Fa-eWe)IB Y/4RR A I Jr.PM DAK RaeeA lk f Hl67e) TAPCON OR R N WITH ADVANCEDFORN TECHNOLOGYOINTS SOLID -SET EWE TAP TAPPER♦ • SEE 7d1C80R SPE,nCATIONS ON SHEET T3 O VAUD ONLY FOR UP TO +70, -75 PSf A5.0 DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE EJ, SHEET 11 (1) HV BLADE ONLY A.STESTEA. American Shutter Systems Assoclatlon, Inc. 4268 Westrocds Drive West Palm Beech, FL 33407 w. [u,/ uyltmY YEfµ $YPPLY, WC RT M Accordion Shutter System HV. RAM #I W/ OR W/0 ILV. WNG W TEADE . M e[5[IIb LON OA.R GPI1,11 er: LC I G(D tS-Des 1 jl/1 . 07/27/17 DRAWING No MAXIMUM AS.D DESIGN PRESSURE RATING 1`aI) AND ORR PONDIH L X n ANCHOR cpp IND OIL) c h D I F FOR A I ]GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. OESI •N PRFec IRRATING AND A CORRESPONDING MOUNTING ING TWE. ISM NBUNBNcs MVans le & I)). I BFRATE (aj '-0•m V-0• •_ - SOUTHERN PINE No. 2 W/NIN. G.0.55, OOUCfAS FIR W/ MIN. 1;0.0.50 WALL MOUNTINGS CDUNG MOUNT T M. N, 0 & R FLOOI MOUNTINGS W& X SPRUCE PINE FIR NORTH W/ MIN. G-0.43 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W& X SPRUCE PINE FIR SOUTH W/ MIN. 0-0.36 WALL MOUNTINGS CERJNG MOUNT T M. N. 0 & R FLOOR MOUNTINGS W& X 1/2• MIN. COX PLYWOOD WALL MOUNTINGS P& 0 2 W YM. G•0.53, W/ I •0.� B.O. WALL YOUMMGS S& V SPRUCE PINE FIR NORTH W/ YIN. G•0.1] 8.0. WALL MOUNTINGS S& V SPRUCE I FlR SOUTH W MIN, G�O.JO B.O. WI1L uOUN)IHG4 S& V .0 12 1] I2 @ 12 12 ®0@C6 40 10 10 10 10 la t0 10 60 10 10 10 10 10 10 10 w)6R 75 9 9 0 9' 9 )9 B Wsla7 90 6 6 8 B 83 1.5 ].! OS 6 6 8 A t ] - b 8 8 0 6 8 M01G4(I®w t0 8 6 6 8 8 I60 .e 8 LB I6 6" ]5 fi B 6 6 me(PQ 90 g B 8 9.9 LS OS 6 6@ !3 to t I®IN4Y064YIB4♦I ®1t419HR1ID96fj as09 A00a WmRula(! 091N3MI�g1094rf 30 fi 8 8 6 8 e 6 g 6 fi B ®®TeS98 to 5 3 9 5 y 5 g ! S IS ] 80 •♦♦ t♦♦ t • ♦ 1 - - - 75 t • ♦ - _ - - - WC(FIl f®@YI®aa40Jl IpA p.'QBp9rt 0]aTpO ®pOK 30 12 12 12 12 40 10 10 10 10 10 0 10 la 10 10 10 75 9 9 9 9 9 90 B 9 6 6 5 05 6 g e ! ] b B e 6 e G t0 B 8 6 e 6 6 S.5 60 1616 6 8 8 6 5 3.9 )5 g 6 .9 5 .S .6 - W 6 e 3! 3 P. ].S ] - OS 6 1 IA 3.5 ] - - b 121101,019 12 11 V 12 12 12 13 4. 10 10 10 10 10 10.---12 10 10 ).S - b 10 10 10 10 la J - - - - 95 9 p 9 ] t - - - - 90 a' B B) 0 SS - - - - - OS B g 3.5 - - - - - - _g__-_ b 6 8 8 6 6 6 6 6 B g .5 40 6 6 8 g B 6 8 5.5 5 1.5 A5 1 80 6 6 8 6 6 5 • 1 J3 - - )9 6 6 8 6 5 3 .S - - - 90 6 6 8 9 ♦ .s ] - - - -_ W 6 6 5 U y5 ] - - - - - Ion t] 3.9 - _ - - - has 3 J - - - - - - - - _ b I] 12 12 12 12 12 12 12 12 IF 12 12 12 •0 10 1] 12 11 12 12 12 12 12 12 12 13 1a 60 12 10 1] 12 13J1212g-0 12129'0•2 12O 12B3Ir-0• 1].4 12913'-0- 123IC-0• 12 O. )5 90 12 12 12 R 13 p 12 12 a 09 )] 13 13 g • JO 12 12 13 11 12 12 10 12 12 1] 13 12 4 60 12 12 12 1] 12' e5 )S 90 1] 12 12 13 W 12 12 13 9y 6 OS a 12 12 12 ) b 12 1] 12 11 1] /0 4 12 I] 12 12 Bg- 60 12 12 13 12 g 06irt 19 12 12 13 I2 6I 0]i60 90 90 12 11 10 05 12 12 0. AA 0. r-0' 8 B g6 B 15 9 y 1 ]9 5 3 12 13 12 12 10 10 10 10 to -9 6 1,! 6 ♦ J - J.s - - - - - 9 68♦ 10'-O 12 is )3 • - - 6 6 iy' ♦ J - V-7 r3 10 53 - - - fi 6 15 - - - 13 13 10 10 I.y - - - - - - - 6 6 8 8 11 _ - _ - -13 12 10 10 J5 - - - - - 6 4.5 - - - -10 --R 12 10 - - - _ 6 .5 '_' - - - 12 ] - .5 1.5 -- -I 15•-R 8'-0 R - - - - - 6 - -V I - - - 4 - - - - - _ n HV BLADE OR n HV BLADE W� �A HV WINDOW BLADE WORKING IN UNISON* &Pm�a Wan 19 y y } NOTES ON ANCHORS REQUIREMENTS WOOD SUP 1. YaMgS TO WML nt .. N00a SOLAR SIWL BC A4 rOYOK: 1 SUB9IMIC S6N1 fGSSm N M rWOwWa: 1 -SOYaR01 PM le, 2 w/ G OQM (Wes) - 1/•Y 1NCp1 N1DIn!$. A4 YON)IGIVRro 6/ lT.w. YRCp W/ 10kYW pgISpOPR AS l'mlGl(a AT-0010A9 TR t/ 0-am INDS) wl SCCInI ox saBrs UB A t). IXfIDIpR SLL HME a BMaW -sPINGa w M NORM W -SPMI¢ P00 M 6MN W/ 0-0]8 (IL ) 2. rams ro N0f011 c[e]n s••' K r PER NwrNmN nPE U, SNni n Aw suu 1/O sad3 la PaI.l04 2RLWWWa9. 004gTr OF -"" I/r on xv ouo 0"'I AAA) Its AVaGRY�YSr ACIWfuP�AiIID f01NW0I)L Of M 1gttwna Cla6K M0 YFCVIGtfM Or M "'YPaPPrr A„" RORNA BUILDING CODE Non III11�P ............. //. __ OW17 M=. w0 01011 A9MEE#1 m Eco A.SLS.AI. ` -•-Cr ' 9? f i ATRrICOn ShuHer $Y616n19 TILUT TESTING & ENGINEERING COMPANY ASsocluflon, HV 1 OLD Is O a• �rj�'`''a ms) xW. SIp ,,, sr. us. w cJrooa) MI Inc. =- IS1 . ��ypa /ONAL P^°"" (.us«a1 1 m. W.. I°n-ml 4268 L4es(roatla Driva _ West Palm Beach, FL 33407 a a 1 1 - E1• ,111 9 P.E. SF�E%StG /AY RF/DATE MMEX A MUR J4 P.E. O°6a u` / wlea s uV& OR W/O HV. 17 k I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & V♦ BLADES AS APPLIC NAIL N115N IIMAXSHUTTER—INSTALLATIONS oo ABLE V/4'O TAPDOII oR I e c n DESIGN PR ccnac S S SHEE 19 FOR MAX SPAN & / I I TAPCDN WM AOYANCEO RATIh FOR INSTALL OTION ILITH RI a WORKING IN UNISON MREADFORN TECHNOLOGY P TA= OR / I 1 �pPEroiON I '"CON Wml ADVNICED MREIOrORN TECHNOLOGY Omom WOC READER. W/ 1 1/2. NN. PENESTAR N Or MREABEG ARG To C,CHN0 / 'C. (SEE Si al PrtEr 1s) i WOOD la o (SEE salEOWE M sH¢r Is) t mE S PARKICN , le % ; 1/re-xw/v ss. uAcwxE I ro aAa (stE I OR sCREws w/ 1/.•-xo R015 F•— Iamscpy rR1DI .I11D. II_!1'(__..."'jj^^ ` 1• uln D Ix• as t a LQr ", 101. MSm1G I a/oQ Otr® . 9 I oR Is a I nnrsx I C+SnND YM. IImRI7I REDER REIED I 7 OR ®* 7 2•.4. 1VWD CLAS" q (5¢ I I I NEWER PEOIDR[0 7 I' I I NR A HAOL Yw 1 jj C (� SOFD%E C SNFEI Yp. SFP/AAnON r0 c1AR5 I 1 II ' Yin. ING WO;N IS Or IHAUpED LAG ro 11 or,TOR 9ADC FO mSRNC FOR(SEE SCNEOSLE ON SNEET Ii /' EEISONO WOOD FffiWO I [U06 a)6 ® �� (SCE SCIQDRE C SMEEr IS) 21.4'I PUT' Wiff. SILL OM HV WALL HEADER INerenenON @HV WALL HEADER INcTAIleTIOR Op nN° 'a Iup.sFPARAnon To DAssMEN SFPNUTgN r0 p/.4 al E%41P10 ~ISEE sCN[pAE ON SHEET II) I (SCEsaIEDUIEONs" 11)_IsmSCMFDIR[ OH sNEET 11) Ia'D. I ''µJ ' E%iS11N01/%'P-2aJ/.• iSi u1/fe-xmJ/P SS fIDP;7TI CP 1,E�.. MAINE $CRCM R/ I I ` 15�NO�/t-i0 HUf$,•.a:,n,11A1 W'-xo Nlns o IY I LI R' as .� V ICI . O.C. I 2` r—� TIRI 11�1�� 'S'I ITC x1f E0N1J I' I 1 \` MOD PUTIE R[a'D. I I' t1�lLUL L 1 1 y1{1L I• Yla I I P Yin �® I Ro FORU OR TMCON NW/ AOVANCEO ! 1 MREIpFORN TECHNOLIX.Y N/ I I a WOOD 1/4'P iAPCC C rMCON.wnH AprulcED I 1 I I, I 3•.4• CON. Yu,. PENflRA71 K INREADED AREA 0 MREADroeu TEcxxolocr w/ 1/x• .I 1 4•N TAPCN as ! su PUTE W. P[NEIHAnDN M INRFAp[D LAG pro I.,RC, \\ �IPCON WOH AOYAVCED 1 YE YNRT . iDl lYP14L RED'0. I (spar 5Pg0elE ON SNLET 15 \ (SEE SCxrD SE ON Sow IS) E%T1N YM. 214• 1/2 NN. CIS THREADFORN TECHNOLOGY sNURCfl ASSDVBLY. I. I I �WW. Fp411 ) 1 SUDS O 16. O.(. MASK RWI000 REO'D. W/ 1/x• WN WIEIRATION OF x-!.T SEC1pN5 CY1 BE Yp. C% mYNCO RCO'D, nDEWfO IAFA pro mYF=I) Comm IN µY NAY TO f Pn PUSo Ts DE "ILL n"" ®HV WALL ILL IN TA I eTION DS O le' O.C. LN%. PFO'0. An D E SNOB p ISEE EYNEOIIIE'DN SIQfl le) SOR ANY DRTMIA1aN. C S ro SNOSON p ACCORDMICE ACCRd410E 1N111 T E F.ea � SECTION ewe OFIHE Co)NV WA I INSTA I enpN 45TALLATION • x�E E r u�c or FLORIDA BUILDING CODE Non High Velocity Hurricane Zone SP1E \'(EAA.j/ ozon mrzca orc. LI �P ............ �/f ®xolI EASTERN METAL SUPPLY, O1a r H ',,CENSF v A S S A HIERT Tu * 1 L E C O EHO. aI � � Accordion Shutter System s NV. BLADE e1 w/.tlt w� VIV. WHOM BLADE •a 1 '� , 71W7 TESTING @ ENGINEERINO COMPANY Am�Aoan ShMM�r Syebma ,„ e15C,,,,,n D.rt oR.NN La O ` •• j i em, NO. yq 54 fb. l0.t N,4vo1 rA®pry npry yl Assoelatlon, Inc. l ao 1s-oes T % I o.1D oP/2a/n I PNw I (ws7m1-l5so . rm : (ws)on-um 4268 Weslroads Drive -�o11 lCONS71 .o-n ' DNAvnNG No y s/ pe •(.` \� 111 1n.omyla Wast PDIm Beaeh, FL 33407 a 1 P F'CcOiy�i lr n�T,�.1DP1/nATr NAIm Amm41.1 �Pc 4 17-1D7 nDRGA IlA 44 ql E .E- RUYD _. 3l •.xr fLfn) Vs!MG =1 L E W RANWOW REwnuo. 1/Ib-aA]/A' SS.OF EWSRNO WOOD BEIY • I 1' PNAIma }BUSS NUD TO BE DErDnED BY OR /EST—EO% _ 9 MGO��WR PROe RI�To sNumm DSIEI]ATlal.I PoTACCp! OR91N N'EN THREADTORY TE. n/ 11//}} Kq. POI[rRAT10N ii or 11NLEDEO AREA t0 / Bo-Ti[0 fto/12' /Iw/•• EW5TVp WOOD HEADF0. / / S.IIS. ISLE Sra®IRE ON 9a1} 1e) O e' O.C. I 1 or 1© or 1 I I I OPEN H= A LIIRIINO cuss S1V0 To � s/16'0 Uo Sam M 13J Ar CD11[R Q TUBE. NSTALLATION YA svw.m {, Posses J 119�ILeC m 1 IIREIUIII y : 1A55J �1EO oAeoq) OR ® , lo,sw" wR' 1 TT HV CEILING INSTAL ATION sAmm.® U HV CEILING m aA,n� — 1QOR ®• r E,510.o J IEI pAEe NX'P` q,L55 I w Dm n1w ( \I DRn¢Wlgl --II �to 11 � la 1 J I 1 AI�Ip GR I I 1 1 ' _ 6 Gc ©� 7 I ]ro Yw. Demo /W HEX ale' M. WOOD NEED lnf SCREWS O 1]' o.c f13OR BEENN RMU fD (( OYE6 1. or MPUGtAIE DTSWAD E JIw . -- JLow TIOTO I W/ I A'-aD .12 1/Nb »*CON OR TAPCON TI11N ADVANCED Y EADrORY 1/4, L1 C01 q TIDCON WIIN AWAN a WPE W/ 1 1/2' 1 1ECIINOE00Y W/ 1 1/7' NA, PENEwATON Or THREADED PFNDMMWYM IIN'WtD AREA TO OOSTHO WOW ,UWR. (SEE SCNEOIIE W 51E,1 I]) AREA TOEaston; esm NEAOER (M ER. EI IS) ALLATION • sir 59 qjo f0A @W HV FLOOR 5C ) DBE INSTALLATION FLOW BLIIDINI C01 1 dEE �•''•.,10E%Ils':�✓ c oaola larzco. IK *� _ iT E o N- A.S,S.A. TIWT TESTING t ENGINEERING Nv. Shutter Systems COMPANYAmerican 1, sua NW. xn sy EIa n Wem;A campy, IIOD)A yl A980CIaROD1 Inc. 1 _ onm. 1 (aoaFvl-IeJD . rm : f]De)en-1]JI 4266 Westroods Drive E s/CNgL EN�"'a'1 ewpDDen� o I'. West PRIM Beach, FL 33407 a �•' sALM A 11Wr Y. P; E PC Orel %CiCAIAT IOr MAI IIDRM Yc / ulel 1© or J 7 _ 1OOR ®* ME or �cAwO EOSe"O WOOD TRUSSES OR _ RAFTER O aN O.C. REW M nswz somr I/P Ym. 1KK. 11Nbt/e' COM. e0W1 R1BE e]-le ALLOY) S R ms :KIT RAri[R OR I O:OE W seems AT AOwDM Or Cwsnu AT sRNO WOOD .. D 91017 EASTERN MAL E Accordion Shut MAX 01 W/ OR W/0 HV. EDGE Or DEC, t W MPUGBL i, _ 1 INC. No 107 nwem -a-V m- • (f'a o•m•a-o•i �o- a•fl•a•a a• m•fl-o•o•a•fl SND CONNECTION nETA1L n.•:w rsm ao _em:xo euv rR%Al t:M� dl y.• I � 63fl•aa�f�p- o•fl•fl•fl-a•p Fm CONNECTION nETA1L 0 - nvvs, Vx' . iu�n•P.�p�a-r• - — RN Cf PIJI . nn !1• END CONNEGnQH- Ej& • nrasm am ra vxv avnu � :r-r • &EEEU�l73 3F UErR E9NH[E1S9 c(•j•O•Q•��•®• .,., a,,,.— ,n„ OV.O.QOU-O:®: PIaN fl fl E TIGTIDN pEFA1O fl•O a•a a DETAIL x END CONNECTION Q� AND CONNECTION OET11L 12 V 1 FLORIDA BUILDING C( I all.A�'............. /r i ma» mlEco. rk:. iL Eco-.-. A.S.S.A. * TIWT TESTING h ENGINEERING COMPANY American ShutterSystem, HV. , H H� aeseIvie m:n(vwrst) v.aarwu Association, Inc. mww.. ernw- lxur.o:eH(]m9ope)o. inl_olmuMl 4268 westro9ds 0,1va i ' to-=?lo ovu°"` Te-oocei West Palm Beach, FL 33407 a W4Ia1 A M /c P.0 e - 1dTF Uc 'rtWGA 1 44167 EISIERH UETAE SNWEY, vc. lion Shutter I/ OR W/O KV. WM00 Y R WANG No 17-107 OgOs 5 t1P. u Elm 4 M s WNOOe5 ALLONID AE w °N AINOJ/ BMOC b i SCE ENO CO I CCNON DRAGS ON 31 10 a IP EI E. to MIGHT. IN q> �_ ®ftk® —1 A> ■)".�7�.1=„' � tee I MI �I MI MI Mi Ie��,t��.�.•, , I�IH Ih (� lyl MCI b�1 (M Myl Itil � � 91 9 9 9i 9 91 i.l DDsm+c wu l'e 1 �l TTP. ELEVATION .1 SlPA^ARN 1D DAa wEmac oNsI 11 M e7Acm Aa Wnu am rm aADamnp 1. uAE. ASD. DI NN155y10' MTBNO: .110, - 110 Pe.l. 1 YAY III SPAN: Ile• a. AIOAED UMN1`NDS A m 0 B N ON SO:rrs 6. 7+ As %= AS IIDm11mW Y. 0, T. D At Irr w BNEETS Is It 17.. j ONLY CUMUNVUEs mAK w � a � u7art� M wd�fxc s. w Nu NwroN euoE Cl.� suu mar .uAoe A wmlw ar B wwm�s <s•. lWl6) DNN p Npi'4uaE Ar SNuu+cs sq:Dl aN SIIaT .. (a) Nm. C!(MNNCE SNQk TOP ON BmNY GI W M' MmDDN RI M YE/ av Nom MF Ng St I DE Ir. ((c) =15 9UCC CmOR DYE iNDY a,A41EN9 A7 ENDS WY BE w (0) M' RNI &1 9 N Be 15m KIYm010 To A &I W m L) MROWNOIIT SNtmvt's III m 'SNNI K•AYS BE 01 M.Y.C[la W A sate) M' BUm 1 AT E111aR SCE Of 1ND1. (� INICROR orTE HV 6DVODN iul S FRO Be.PSEI11<D a0 EMS I MC NI DE iNC ONDIDp giyp PNmCClE9. NV NWODW L14: Imst BE My mSEAY[D AND IOC, 19ND A NJ 6C1mW TDI4 PRORe or ASaA mc. & su NImWN aNACNO SmImUIE MR NISTI acss = Wqb r C ff D = ON SNII Ie. M INDED Of SPAN AND Ofa1CA LO0 0,11 NOITS 1•aADI 7. s ANCHOR WACNO SCOVI MA voa1 rows IMD PWBiO a RaOI ON CONKR IE III PALL ON $Milo 12 B la AS LRm[D BY SPAT AND DEDON 1.aa (SEE NOBS 1 • O 'DOM. B. 144A31 Wm DON To 51 4 SCHCOmE NEa ASh! E-,"I Nm0im4 100N11N YNAPAIDN N cIA.SS 1 MR11 a r . 6Ea 17 'ES"'ESr' �'+:. ttAS ��' GENSF :✓"! :� OYOII lAROo. oH4 0E017 EIS1ERN YEEAI s Lr. WQ *! * 1LIECO- A■S■S■A■ Accordion Shutter System •t %� ' 711LT TESTING a ShuNer Syslem a HV. H/ADE gl W/ OR W/0 HV. WI DOW RACEAmerican , N mscomon m M.W. Lc 0�'•.RnomA: .4. /+ ENGINEERING COMPANY em --, »m sl. u• w I+c.. wcoa. wm. "is Asaociatlon. Inc. 1 an Is-ces 7/n/1 a+m o7 2717 p:wm : pos�n-Lua . ra. , (ws)eil-qs1 4268 Weslroods Drive c •..:.:.•-"'�� + SS�ONALF��''AA �:UU 11 "m West Palm Beach. FL 33407 s DRAWING No NLLIU A NW! Jr. P.E 7-107 A 0 7 CCAI /GiCeun me JD.— KOREAi / 44167 - 4 w'. cess• lwa A-M G ICE AG G-40 Gxv, srm. L =05 Ar le• Y.C. YIN. SEPAM110x I K ro clAss E OrPJ � * GENERAL I IMRATIONS AND GONDITIOHc OF [!cc FOR REli ri' yi HV BLAl ^GCORDIOH SHIFT CR SYSTEM INSTA 1 ATIO 4 TO META rn ID WAl I c I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (p81) 2. MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 LIV LOCK ARE ALLOWED WRM 21 ARRANGED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. •R BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERLIATE 21 APPLICATION WRH BLADE 1Q . ASiu A-isYia+iaiG £•:�di;"'I IO 6. O.C. airs-sluoi1ATI O.C. �3^ .'I MSIWALL HEADER/SILL INSTALLATION M'^ '.I:j8i y -_ Z �tEASnNG GI/SS r_'Xti InMI LJ lGJ1 12.000-U. r- 4 oP. 3® 1/4"a NOMINAL ALUMINUM c-I EM 6063-T5 ALLOY SEPARATION TO GI ASS SCHEDULF 3.aco• 40l ex LENGIN . r ® 1/4"0-20X " BOLT MUST PENETRATE 3T3 ' 1/4.0-20 THREADS 43 1 /4"0 EL - CONSTR LOTION PRODUCTS FAB-LOK HD COMPONENTS _EASING twain AS MPLK%eLE scA - 3/8'. I• (M. TGP h MMU) — — — — — — - -- --I-- dd ! ?/.•.s.vr, o_ws' nmx IAA. WIND ZONE MINIMUM ASIM E-1996 SEPARATION TO CLASS I THRU 3 1• 4 4. — - -- --- - - ----- --- ----- —------- 21 - — — — 21 — ---, _ 2) 42 LOM 0 AT 12 4 12 v Hv RUDER/SICD IDS VIEW y 1/4•(iyp.) 3 (6. Min.) VIEW Y Cent. 4 1/2' (TV.)' 7• 24 SIDE CONNECTION TO TRACK (Cent.) yTEA u;, 6 1/1• W. SL1EK R •'�^ I diY� BLADE SLACK DETAIL HVF ...v RORNA BUI(DING CODE Non High Velocity Hurricane Zone a TI(4�l. 02017 FA.IERN YETµ wPPEY, WC. 02017 IUECG. M. P� ............ , _ LENS "•. 9 i A S S A BERTHA Tu L E C O LNI:. � � � � Accordion Shutter System ftll S1 W/ Elm W/0 HV. VAWGW MADE > .I �' : TILUT TESTING A ENGINEERING COMPANY ATsflca0 ShYBsf SystemscmneK wa Gw er: Lc. eT&w nL j Q. `� ma x...0 ;� SN- vosnA tvsXK rMM a" Association, Inc. 15-0as 7 7 1 - o) 7717 _E": (305)871-IUI 4268 Weslroods Drive:.F[OR10P•�,o E4-WOeim West PGIT Beach, R }3407 DRAWING Nou 111 JG PE 1 / —107P.E. SEAC410REiR0fle1•.. ^.