Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONI. BORON H.V. ACCORDON SHRIER 5YSIELI SHOWN CN T185 PPMUE U MV GAIN DOCUYDR LP.CA.) HAS SEEN VERM FOR CGYPUAHCE W ACCORDANCE WIN ME 201E (BAD MKIN) OF ME ROWG BUMMG CODE MS ACCORDION $HUTEA SYSTEM SMALL NOT BE WSULLFO Ai NIGH VEWaM HURRICANE ZONES. DESIGN WIND LOADS S1W1 BE DEEWRNED A9 PER SECTION 1620 OF THE ABOVE MENTIONED COOS. FOR A BASIC WIND SPEED REOURED BY THE NRSOOWN WHERE SHUTTER WILL BE WDILED SVAN A ORECRONAN FACTOR NA-O.&L USING MW 7-10 M, SHALL NOT EXCEED INC Y,OAM (AS.0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II NRU 15. 19 k 20. W ORDER TD MERIFY THE ABOVE CONDITION, ULRwTE DESIGN WIND LOADS DETERMINED PER µCC 7-1a SNU1 BE FIRST REDUCED TD ,SA. DESIGN WIND TOADS BY MULTIPLYING NEU BY 0.8 IN ORDERTO COMPARE THESE W/ MAR. (ASA) DESIGN PRESSURE NATUMS INDICATED ON SHEETS 11 MRU 15. 19 k 20. IN ORDER TO VEWFY DART COMPONENTS AND ANCHORS ON THIS P.M AS TESTED, ME NOT WEAL STRESSED, A W Z INCREASE W ALLGRM E STRESS FOR WIND LOADS WAS BCGE USED W MER MALVSIS HOWEVER. A WHO OURATION FACTOR CMI.60 INµ USED FOR VERIFIGTION OF FASTENERS IN WOOD. BE RERE N.PORTS: EEN V. ACWfl010x SHUTTER 'YSTFY'S ADEQUACY MR WINO AND M6E N CLPADT LOAD An WAS BVERITWO IN ADCORORWINCE N SECTOR W6D0.1.2 OF ME AROVE MENTIONED WOE AS FOR -HV BLADE () 10214.01-0, jD715al-03, 11004.01-05, /12144)-05, 10317.02-06. joeMA1-10 µD j0210.01-11 AS PER TA,-201. TAS-202 MD 1AS-203 PROTOCCS AND AMI E-IMS µe E-106 STANDARDS (II LEVEL D. WIND ZONES 1, 2 k 3) A /122D.01-10 AS PER DS 201. =3 k.201 PROTOCOLS LARGE MISSILE. -W WINDOW RUDE Q JOED5.01-LAB As PER AST, E-ING µ0 E-1996 (MSSILE LEVEL D. WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND IT D>29.01-B8 AS PER TAS 202 PROTOCOL 2. HV RUDE Q, AND IN WHOM BUVE ® ARE ENCDIEERED TO WORK W UNISON WIN FACT OTHER UNDER ME CENCNL LsJTATIONS AND CONDITIONS OF USE M KICATED ON SHEET 19 3. BERINU. H.V. ACCORDION FANS (W SCREWS). USED AT SLAVES KNUCKLE AND MR DIRECT MOUNT CORRECTION TO TWGKS SINLL RE /IfAL]8' µ0 j14A1.15' RFSPECRVELY, 410-ITT MINIMUM SER16 STAINLESS STEEL SCREWS WITH 13A0 HAI YIELD STRENGTH µD 180 W TERSKE' SIRFNGM. POTS SHALL BE C,MTED WAIN BERRN NV pACROSWEED CGTING SYSTEM µ MANUFACTURED BY APPROVED MATING µP11GTORS, RECSERED WN µORIGIN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEM ME W MAAIONG ON NOR HEN. 4. ALL RMMMUM EATRUSKMS SHAI RE ALUI@RIM I AAGANAN ALLOY µo IEYPER AS WWG1E0 ON SHEETS 2 AND 3. MMINUY WELD STRENGTH FOR MU-76 ALLOY 6 30.0 W AND 33.7 W FOR 6M5-TS ALLOY. A ALL SCREWS TO BE STAINLESS STUL 304 OR 318 A61 SERIES OR CONHMNON RESISTANT COALED CARBON STEEL AS PER ION Ease WITH 50 AM MN. HELD STRENGTH AND 9D W AM. TENSILE SMENGDL AND SHAL COMPLY W/ FLORIDA BUILDING COPE SECTION 2411.3A4. L BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AIC 304 OR 316 SINES SEAMLESS STEEL WITH M W MINIWN MELD SUM,L ]. SEE ME FOLIOWNG SHEDS FOR ANCHOR SPECIFICATIONS: W BLADE Q : 1413.14.15 MD 20 W BLADE( k p WORKING IN UNSON: 12, 13 k 15 & THIS BERTHA M.V. ACCORDION SHUTTER SYSTEM BEARS A UA PATENT 16779.562. COMPONENTS OF THIS MPROAL ME CDVET,% IN WHOLE OR IN PART BY US. PATENT II ISSUED TO EASTERN METAL SUPPLY, MC. 9. IT SHALL BE THE RESPONSSIIITY OF THE CONRACTOR To VEIeFY THE SOUNDNESS OF THE SRWCNRE MORE SHUTTER IS TO BE ATTACKED TO INSURE PROPER µCHORALE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES INCH REUAM. THRU FASTENING M CONTINUOUS CONTACT RAN THE BUILDING TO PRNENT WNO/N N INTRUSION, "L EACH UNIT MUST BEAR PERWNENE LABEL IN A WSIRIE PACE WITH WARNING NOTE: DI1RM0 POROUS OF INRRMANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CASE ALL HV µD He CEWERMATES µO ENGAGE OR LOCK ALL W AND NO LOCKS. 11. SHUTTER MAtNFA01URERS LIBEL SHALL M LOCATED ON A READILY MVELE UDMON AT ACCORDION SHUTTER W AMoR M E WN S ,,R, 1709.9.3 OF FLORIDA BWLDMG COOS ONE LABEL $AWL BE PLACED FOR EVERY OFEWNG IABEDM TO COMPLY WIN SECTION 1701 OF ME FlCM)A ITMONG COOL 12. BERDN H.V. ACCORDON SHUTTER S,M,TS INWA ,ON SILLLL COMPLY WIN SPECS INDICATED IN TH5 CRANING PLUS ANY BOWING MD ZONING REGULATIONS PRGNDM By ME NRISDICTION WHERE PERMIT ITT APPLIED TO. 13- (a) MG AI PREPARED BY M6 ENGMEEN R GOI Me DOES NOT MONDE MFORNMON FOR A SITE SPECTM MOoCaT. Le. WHEW ME SNE MINMORS DONE FROM ME PE, W CONTRACTOR TO BE RESPONSIBLE FOR ME SEIFMOI PURCHASE AND WSUL ATION INCLUDING LADE SAFET OE NIS PROGGCT, RASED ON THIS PLO.. PRONGED HE/SHE DOES NOT DI FROM THE CCHOTIONS OETARID ON THIS DOCUMENT. MITI MUMON SAFETY AT SITE M ME CONTRACTOR'S RESPONSIBIIIIY. (((A)) TINS P.E.O. WILL BE CONSIDERED INVALID F ALTERED BY ANY MEANS. SPECIFIC RAE'SPO4MSIBLE FOR PROJECTS THE PROPER USE OF ME P.EOARED BER MEWw OF RDA R EM O, ACDSTIONED ENG a AAGINVER ODELEGTm ENCNEERWTO MEBECOME P.ED.. ENGINEER SHALL SUBMIT i0 M2 LATTER EMERSITE SPECOWHO RCC DDR.AWINNGS FOR RENEW. (a) ORGIHAL PEA. SHALL BEM THE DAM AND ORIGINAL SEAL µD SRMATURE OF ME PROFES'S,,,L MGWEED OF RECORD THAT PREPARED IT. SCANNED lj BY A� TILER COMPANY k ENGINEERING YPANY Si. Lucie Coun tY P !NE ESP M W. Ja wmA„ qD Oro U O Pnu,u : TOSHaI-15]0 . FPS : bDAWlen-av P.E. tFAtAIDNAYURE/DATE I FLORIDA, BP. GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 "M SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE k WINDOW DEWL AREA 9• HV BLADF lt) AND & ENDOW B ATF a (WHERE APPI 1 ea_M TYPICAL SHIITED E3 ATNM k NOTES ON LOCKS SHEET 5 INSTALLATION CURLS A-F. CONCRETE/BLOCK SHEET 8 INSTALLATION DETAILS GI CONCREEE/BLOCK SHEET 7 CENENMATE DETAILS W SHEET B CENTERMATE ALTERNATING 01 W SHEET 9 END CONNECTION DEWLS I-fi. WNCRETE/BLOCK SHEET 10 MAXIMUM SPµ TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 12 MCHOR SCWDULE- CONCRETE k BLOCK SHEET 13 MCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X. WOW SHEET 17 END CONNECTION DETAILS 7-12 k X, WOOD AREA 31 W WINDOW 13LADF Q SKEET 18 ON Y TYPICAL SHIRTER ELEVATION AREA 4: HV WINDOW RI AO (11) ONLY SHEET 19 INSTALLATION DETAILS, METAL STU WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Sysfems Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 INC. Accordion Shutter System KV. HAVE 01 W/ CR W/O H.V. WN)O1Y HALE WING No 7-107 UNDER US PATENT 8 5453179 OF USE OF BLADE WON SHEET 19 ©HV AW FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 1 �6063-TS ALLOY A OJLMPER low Os1• o• i• 9 0 1.099' 4 11 HV CEILING HEADER 0 FlEO FOR USE W/ W BLADE 1 ONLY, SEE SECTIONS FOR VAUD 6061 ALLOY AND TEMPER W'L XMIlY YNI 1' 1' .051• �1g SIDE ANGLES OTTiiAUFlED FOR USE W/ FIV BLADE ni 8 AA P OU!3HV MIMS FLOATER F1ED FOR USE W/ W DLADEOI $005-75 ALLOY AND TEMPER EIADE HV HEADER/SILL QUALIFIED R A V AND BL "CE PONL' f" fL===r ALUMINUM ANGLES QUALIFIED FOg USE W/ W BIADEt 1. )ONLY. 6053-T6 ALL Y AND TEMPER OOUAURIED FOR U E W FIV GLADE 1 6063-T6 ALLOY TEMPER. © HV WALK —OVER TRACK DUAL HIED FOR Uff W/ MY B ADE 1 6061-T6 ALLOY A 0 TEMPER COMPoNEM A R TI T2 © 2' S' MAX 1/a' 1/W 0.192' 0.192' 19 1.5' T' MAC 0ANT 0.190' OS HV 90'/180'STARTER OVAunED &R USE W/ NV BLADE (JJ 6063-76 ALLOT AND TEMPO 991' 692 12 .920 O PKIFIED WFOR ACKRV BLAOEnONLY. 1� HV RAINGUARD QUALIFIED FOR U(A1 )E W/ HV 6061-T6 RALLO EAMD TEMPER 02017 R1EfS1, MC C 201! EASTERN METAL SUPPLY. me. BE RTA V,M � L� p A.aS. S�A� Accordion Shutter System n�l� : •A• i ��y AMlFICOn SFIUHeF Sy>rOTB HV. BAOE 1 W DR W 0 HV. wRQw ®AGE xzEwmal 1 TAjE OF , TILUT TESTING & ENGINEERING COMPANY 6]!! a'•• xiP' x 9a JOS YmuA Association, Inc. 1 GLD 1s-o8.5 7 1 SAID G7/27/17 , W00n, Npml SLe PMms 130.j5A-1530. Fw : (]0y)6l1-1531 -'"°°' m•'°oe°'°'" 4$66 WOSLFOOtl9 Drive ! DRAL'fING •'_:`a'1,,t ss;ORI'• West Palm Be0eh, FL 35407 s No �q..d.'..p WKtFX A LR 17-1 O7 PF: 4+Ld(J�rA,{bll_i�CInATC ftcR=A lk. 1 u16! y J HV CENTERAIATE_ FOR USE W/ NV BtAOE(Il& 6O6J-i6 ALLOY AND T[YPC 2 s wn A FRONT LZAMON Rj LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE LOONLY 6063-T6 ALLOY AND TEMPER 1e gg a• 1 4 n OUAUFlEO FOR USE W/ NV BLADE 1 ONLY '�i 6063-T6 ALLOY AND TEMPER 31 ROD 04 QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER ® LOCKING RODO QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPO 6063-TS / 11 $ JT3 p S6 HV 3/8"0-16 A( I ® HD CENTERL( OUAUFIEO FOR USE V!V LN BIAOE 1 & 6063-i6 ALLOT D TEMPER J LI/p'p (ST HV 1 /4" 0-20 A151 30d QUALIFIED FOR USE W/'HV BLADE Q 02017 T xm WC. f IL�E 0- TILIJT TESTING & ENGINEERING COMPANY "Is — W. 3 � ]Of. N¢: GWm3. N ]] Pe : (:.06)e71-I53D . F., : Txisun-um d 00 0 Sa6' R 0 go _ T-a( GfiT RULiD 1NMaL Nkm P WiO) iLLgl ]Ad BPAt6 Ml®i (ocew6 wArm) I HV EGRESS LOCK QUALIFIED OR USE W/HV BIAOE 1 & (9 ONLY. q1,jj6�1D' J '360' AFTER RWENNG BEFORE RNETING I A"0-20 RIVNUT* 1 -73 ALLOY) URGE IWIce 11sk us. As'"WrAO111R(D BY AY ^ NVY msvr on% OR LoG FO1 USE w/ HV E ONLY. CM`NDTMlb1 CYWIaER OR kEY MINDat 04751 Ym 1 .123' Yss. *.—Hmr ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2=1 NOOK DOLT LOCK QUALIFIED FOR USE W/ IN BLADED& OA A.S.S.A. American Shutter Systems Association, Inc. 4268 lVestraads Drive West Palm Beach. FL 33407 CR W/0 KV. AWING No 17-10 SHUTTER ASSEMBLY SCHEDULE FOR HV HV QI HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING Q HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'{3/16' THICK NYLON WHEEL. 0.168"0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ #8 HEAD i ® HV 2 3/4' ACCORDION PIN W/ ge HEAD = ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW l .! .A1 ;e ,1 e• .L 0757� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. IN (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 BLADE WHEN CORRESPONDING TO INSTALLATION "it", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET OW17 TLTCCe. vc. L7 ETC O TILLIT TESTING 9 ENGINEERING COMPANY b]! Nl Y'A ST. 54 ]Oi YAW:Y CWOOq a]CIYI ]]I rro..: Aoslen-1sTs . ra. v (sv)an-m1 C la,aeebum, ®-001718 WURA A 14R Jr. P.L 1Laww Oc / b151 RIOR p825• .0625 .OBIS• 1 ON u' uN. LE RESINS, UV—STABIUZED GRADE OR SAI 1G mAaE es N INNOVATIVE PLASTIC LEXAN 103 RESIN 1 (SEE NOTE 'F' ON SHEET 19). POLYCAROONATE SOURCES FOR 4 amrlac eE911 an]cu rmwrc] axa.® m®c demc v eamu S.FpC 04'M1ry KN OM OpU u/n' 4M] 0/n' asrna W00 PPa.Y1N enu om ].]m Pu w]m ,.0 ,]nwa ameam •r rm ury vrvs uwe n.a u.aw nu nnurn uso¢Irs Bren Gall sr]s ],om ca] w.ov rae. 'uloea am ,au Pa]e le n-H n rtb/.' 1VY DaW t)] S 6U { Wl 4R Of 911W10 1M L61f 41 aK5 FI tY4 ]ae YMIfY Ufu OIYA IM Y p® SY6U! aQR'I{ ]ma41N Nml eaealiaNlG e5N W eW] PLL be0 not 1[Iml! 511e59 am, UN 0.b N61 PLL WO a.l A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslraads Drive West Palm Beach, FL 33407 H.V. BLADE Al W/ OR AWING NO 17-10 � V SIJ:�I'fl 0 0 0© 0 0 0 0 0• p«d�o,©•OO appTo •p� 1o•1Cs«p.pxl�.tvb„ ©(}}•o •fie©•o•®« TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. 2. LocKs OR 0� SHALL / LOG ON A•� /a/a Is uS� 1uS Ilua I / MAY ALSO BE LV OF CORNER CENTFRMATE SHALL BE SPAN SHN 5. HE HV IDCK RCf u ® SKAL BE USED AT OF SHUTTER SPµ FOR SPµS UP TO 10'. MAY BE USED AS µ'INSIDE OR OUTSDE L x 1/2' LONG MY HELD S.S. U.S. LGCAR( POSITION SHUTTER ELEVATION. )F SHUTTER SPAN FOR ANY SPAN 1 FOR MST RONS i ANY TFACNED TO OR LOCK SHIyL E Aa INpICA1LBgry 1RV PURPOSES, UPPURPOSES. TIP TO Two HVA� ON OF LOCKS TO CEMERM 79(a, ���•�n•����omou (IURRICANE POSITION, BUT MAY 9 OR AN ALTERNATIVE OEVIU A� ANY SPAN -OUTSIDE OR MSIOE LOCK, SS�MS. TWO LOCKING RODS RAMUT AS SHOWN ON SECTION HVE. SHEET B. ONE -LOCK SHALL BE USED AT 1/2 OF'SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. YARIBIGORY CONDITION /D MR SEISIDNE MOUNTING Mom+ A ONE HV LDCK @ or ®or ® ANAL BE USED AT 1/2 OF SHATTER VAN MR ANY WAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 961. AND FOR INSTATIAITCIS AT ANY ELEVATION. HV LOCK (8 of ® or ® MAY BE USED As Am INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYM IETRXX CFNFERWIEs W/ (2) 1/4'-20 x 1/2• LONG MT HEAD S.S. N.S. LOCATION OF LOCI( SHALL BE AS INDICATED ON TYPICAL SHUmR ELEVAnON. USE OF LDCRING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. 6) 9 *7-.X6aE. 7 ke.144iLI 1WNGNUT I WOMUM IES! 1• �• : ONE ALTERNATE NO LOCK MAYBE USED INLIDU Or HY Leas; OR FOR ANY SPMI ANO INSTALLATIONS VARCUTSDY C.EVA110% ALTERNATE HD LOCK ®1 NAY BE USED AS AN MIDE REMfORCEMOR OR !58iE ASS SHOWN DH SECTION SOF D10B�-HV�µD NOC-H C, SHEXT 0, LOCK MAY BE MLED AFC MIDSPµ OR 12' MAKMUM BELOW OR ABIM MIO6Pµ. USE OF LOCKNG RODS 0 6 cOMPLETELY OPIIOHM. L,",k\. .......... •••;' �= ` J SF ''• 9 i i • : • 9 •:• /F A *' O •,• •; p. i o2017 MIECO, wt l L E \► � Ella. TILLR TESTING @ENGINEERING COMPANY Pxm..: (su)Ara-Isw . To., (ws)m1-1$31 '- wM�"a"o +^^ vuTIT A DWT A.. P.0 TLfAaa Uc / M167 A■S■S■A■ American Shutter Systems Association. Inc.T 4268 Beach. Drive West Palm Beach, F. 33407 02017 EASTERN UVAL SUPPLY. MO - BERTHA Accordion Shutter S stem H.V. BLADE Al W/ OR W/o H.V. w6go.4 D ADE ev. x DacmmaN wtt Gra W. Lc. OLD 15-GB5 Al I wm 07127117 f spHIU^��i Y ONAL EN ,n1 D r CCAI ltlr9(/nii:or lnair f a DRAWING No 17-107 Y4 M CONCRETE ANCHORS (SEE SCN15UM ON SHEET 1J) /I�tmF ` r " ISL[wurnn �iox axm n EG CO 14 SCaEwG .S. wE USING 1/4--30 tGGS ' 1/4 � 1 % 0 12' da E. 0.• l i � 1S0' MvK r ' 3 OR 5 E. 01 .250' Mos. j j r OPTIONLL � i "1 i IMS DUE _ F' N°'rmN am 1 OR En5iG5� nAme 1 ' 1 431. SEPARATION TO I 1 (SEE SCHEDULE ON SNC lQ ET 1 OUSS-i I 1 ® t WALL HEADER INSTALLATION + KEYSTONE t /G1A�sxD wa souuml W LaAA Cg I I 1 OR 'Q �'YO / ¢ � MW. SEPARATION TO SHEET (SEE SLNEWIE ON SHEfl 11] I eltTsm4� MnHG ' r NUCHINJjI1 CU55-� ©HV WALL HEADER INSTALLATION MN. SEPARATION TO GIASS .,,•,,,,,- .—(SEC SCHEDULE ON SHM In I _ i)i � f OYnOfLY � I lIi Ya•. ED m 12a+14 I j - Ip'a-SDRTp•ss. I,' u)n. {-•l EO Ea MMURS PUSS NEAO /'\�' WNCREfE MCNORS / " 1 oA18 j I/4'a 30a3/4-S,S. PH{CUPS 1 . ( J © O MACHINE SCREWS USING L_Lh CONCRETE MICx00.5 IRV55 xrM MACHINE SCREWS 1' 1/4•-70 NUTS O 12. O.C. (SEE SCHEDULE. ON (SEE SWEOdLE ON SHEET 1J) i s W/ 1/4'-30 NUR O 12'O.C. CONCRETE I , F i vn. PWRED CONCRETE SnfEf 13) NE1E BLOCK OCONCRETE BLOCK 7)ONESS4MCRRE ANCIIOFS D REQUIRED QD HV WALL SILL INSTALLATION RED CONCRETE MET 14))owE ON QHV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED EO HY—MLL SILL INSTALLATION i COIIPoNATDN OF SECTORS, s,MET 4 FOR MNGLS ER INSTALLATION DETAILS W/ • [, a. - EDGE WVANCC ♦ BEE Ltld LAMNS OF USE rOp /� LJ GWG SECTIONS CP71 BE COMBINED (GEE SPECIf4CARONs ON SXEfl IJ) RtAOE�OHSNEET 19 LIJ HV BLADE AY TO SUIT MR' INSdWNON. A/A T1 PA 1r� FLORIDA BUILDING CODE (Non High VelocityHurricane Zone ENSF'y"9 zt W017 TURCO, INC. 02017 EASTERN META. SUPPLY. INC. 4 1 J DERTHAINTM ' ■ Accordion Shutter System ^T ( I L (N 0' A■S■S■AKV. HALE #1. W/ OR W/O N.Y. WIDOW GLACE TILLIT TESTING A ENGINEERING COMPANY American Shutter Systems . x DnCRIFR011 Art OPAN}I Tm. L.C. =- +LU,'••., \' esss Ka. seh >n dDi, NFWu rypoply r1pR0T 311e Association, Inc,1 . ORIDQ!+•aA4 \ OtD 1S-OSS 7/2) 1 DAR 07/27/17 —••--SIT^ Pnw,v : (Jo5)an-1 ON. rm : ryos)e71-u31 4268 Wastroads Drive 3 '10IVAL0 1" .-m �n�g eQ ,Awe West Palm Beach, EL 33407 s DRAWING No '•au... " MAUER A nuc 4.. P.E 4 17-107 a r I CCAI JVPMATl IDr MATC FLORIDA Uc 144161 J euee' POURED CONCRETE CONO4IE FNCRORS iSEE 5crmtnl aN SNaT 1]) Ivt I Oa T 1 OR ®O i I� , Exsnxc D�5—I I 1 m y 'y 1 Fao: / '. EDGE OF 9@ If d vAaaaror 3 w.mk 1 WD 1, of EM eROmA® �Isai ®,E l f % /E ., �0y✓/,i ✓ r 10.1fRrUp La&Z I I �i i ENIS}WG� „ GU55 6/e w. / • nEx wrsHER nrnD TEE ✓ '+'r 1 f SCR SCREWS a If' 0.0. i /✓: fDOE ' C6�` • 7 GONC CE ANCHORS S (SEE SCHEDULE ON SHEET I]) '. /� v i I /9 // /�.✓j � ' J �/ . l / .J FPPUfJ �� EDGE CF J i //SU,0 % / ,11iJ. / ME CIF /. /l / // SUB IF ' IF,"r/' APffUMME /' ✓f l/. 1/i ..1; W54�8G // J/✓, �;; APPLICABLE ' ,RLavml D=w r ' -I ITeKwT PoURW / ✓// / % I MwICaBU ' C REIE D. CONCRETE mum MT HEAD CONCRETE ANCHORS I. 9mm�® I D O ® REOUN�EU .� / R MT NEW CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SNFET le) 0• a. (SEE SCHEDUE ON SHEET ,A) 11 TRENCH INSTALLATION //�Tf '`71 HV FLOOR INSTALLATION HV WALK -OVER INSTALLATION AUD ONLY FOR UP TO +70, -75 PSF A.S.G. DESIGN PRESSURE 5) HV CEILING INSTALLATION t RATING p FOR SPANS PER SCHEDULE /3. SHEET 11 EAISTWG GUSS A ,/IV 9 3 i, a'1A51�fEX6XE�0 IL_0.'i O"I t (r$m IvixNNE MW ]e rlwV. ' J'+ I �/ CIWT. Yx ra SCRnvS } - / SER.,R HPI HEW TEIE SCAM O 9• as 1 S e• J_ r O 12' Oa ..1 ]/R•/ B I : ' f✓/ice '. /'r:%r 09 1/OD-70 Sd M. W/ NOT O 9, OA I CONCRETE ANCHORS (SEE ON _ yy R I1{f T _ 6 7 J/ /N�JH SAS. •O O D" '_ J_, �: , I I' '1/A•A-M I e YDc ' •• 1/YhJD.J/C v uJ /` INR SHEET 145C11[WLE •// 1/f �" ' _ •• •.. O rf• O.C. EUGE 7 aN I6 1/]' II• / J . 17 18 ].OE.OYIN. msmn NDR SIRIICnDw — (WWRI M I OF / � '1 )/B 1 7/e• MWgBLE �1 /OIW /De-r.n D.S. MIN. E'D• CONCRETE ANCHORS POURED CONCR (SEE SCNEOVLE ON ONEJNCE�'f 1 (D) S SEE NWE'll(D) ww0 wla[rt � —� DR CONCRETE CK SHEET 14) POURED CONCRETE ON SHEET I ION4 PoUR[0 MCREED REM RED OR CONCRETE BLOCK AEOURED UK INSTALLATION KEYSTONE MOUNTING ©,uww INSTALLATION RIMED © HV WALL WALK -OVER - INSTALLATION As.D. rcacN ImrswRa .eA-1e DX V 0 IOADIW 51MWa, 90, 6'-p• t HO L. NOTE FOR COUBFRA N• 1-BEE SHEET 4 faR ,Ywru alumR L 0. EOEE DISIWCE (GEE sPEamrwTaxS DN SHEET 1]> t RTYOYABIE WNENTHIS N PEISDRNBED me,µ E,aT MD„""' 7Dfl 2-MOUNTING IINGSECTORS ABE INSTALLATION DETAILS W/ D HV BLADE WArWAY To SUIT Om INsrAUATION. . 111j1 EF A. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `1f �10ENS� :, ✓1 = DE017 IeIECO, INC. ®f017 E S FRN METAL SUPPLY, WC. r/ e ° * : I� ASSA BERTHA HVTM Accordion Shutter System •TJ • ,� ■ ■ ■ ■ FLY. 6LAEE #1 W/ OR W/o RV. WFWW ■ACE Ap :t• ,(� TILLR TESTING p ENGINEERING COMPANY American Shutter Systems Y AeaoclaLlan, N. N 0M.DnO OLrt DGwN BN La "Cl,eRi 1+1 wa N.n. Jev.. L,. aw >oa, wR.,to,�e, ElaRn, ,,le Inc. 1 I OLD 15-0115 p7F2717 DITE, 07n 17 Phw T (]OS)671-1110. F..: (JDS)Bll-IUI m�m °EDe° ^ 4266 Wastroads DIiYe West Palm Eleoch, FL 33407 f ORAWFNG No =S70NAL EN�,IIIP f -•-.iEEFIu••• R'N.,L11 A D r CCAI /CICLIATI me/F.T nOROA Mu f 44167 oUT N DETAILS ON SHEETS 10 & 18 ® NJ LDaa©d® �N �/—ENSWeG� INSTALLATIONS W/nHV MD ONsmm& / ** anoE s,Pu ocna mT Is vwo roe ut BLADE W HV CENTERMATES naERw ES APPu wRON nm suDE� n®w ©•Q7 nO«10 •®« BR SEE END WA ONN TIO' 10 • ®«©• ®«©�®w EXISTING GU ©,O •©w©,O•®w DETAIL ON eurrTS t0 & 606/�J((-�)'. T• a 1/2' 1. WN=1 U'•'COINCNaE 1/2- «®•® I T Y roP/eonw7 LI/2• s,us ro Tuee-1 I1D.2 a• s.us o 12• C T ES S ATE MI PARS t{C PULL KNOW. TRIO Cy AT tACH AND1E (TYP) W/ HV LOCKy�7�r '1 5 ci( Loci( 5 (SEE sat ®" * 85 * IN 3 * ON SHEET 11 --------- --yam- - ----- --- --: --- --- ----�--�----- --- - L�'% L 72*.� w10 •®« 7 w ® OUT ®e * 10•®«©•®«©.®n I••IVA V HVQ • ® �. � O ®�� rPOUR OKCRER OR r ERISfING OIA55 I IEOt EO IN — — T7 n�6 �Q7 ®n l®J•Oj®n©•®nO•®« YW.fO �CIASS ON --j NT ATES V O * oolpxpL (SEE SaEWLE 5 MD2. SEPARARON ®a * INTEROR ©•®«®•®« 1®•® ax SHEET Ii) 1 (SE°ScnE IN OPe0NA2. ON SHEET 11) (INTERIOR) ------ our I----- «®• -- ------ -_� % PCONCRETE -------- --- * 1 / •a w �. * a ANCHORS e 16' O.C. S 3%yy 3 VARIES DR * a V a ® OUT 6 1/2' MAR. SLACK Iry OUT * (EXTEflIOR) HVE HVF** HVD 11111,,,,,,,, y, '^ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Nl`' •••OEM ••'•,• ✓ - ;• sF,9 ` 02017 RTECO. INC.02017 EASTERN MET& SINC UPPLY, W�6 c o. AA S S A BERTHA V,M Accordion Shutter System i * j •' F� ■ ■ ■ ■ American ShuHer S stems y NV. OAOE b1 W/ CR W/O HV. WIDOW BADE oncmrtaw DATE 00 RN en LG TILLD TESTING & ENGINEERING COMPANY �'•. FF(nomA `'o�,`� _............Pnw.: u� N•. n M. xa xam, Dweam na«, mn Uospn_1sm . ro.: l2De)m1-aN Association. Inc. 4268 Weslroads Orive West Palm 1 2 oLo 15-oas /nA DAm o7 z7/v DRAWING No `:,s/pNA' o"' ^ Beach, FL 33607 2 //„II,II� P.E.^SE S'1' NATURE/DATE N0.1a1A lIWf J,. P.L naROA W. 1 N1e7 A a 07 E SHEET c OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 60. HV MALE/FEMALE "T" LOCKS CENTERMATES R a 0� CKERS HV BLADE * �- SEE END CONNECUON JIMILS ON SHEETS to h to OUT F IN '1-��1tl I BUOEO54C[ MM MT. wtlV.1{D ql 4dO 4 ���©•O � O ®a �'�\K NIM1ThyL RG1416 BVDCmBttW NP-m9. 7 w 6 : 0 • nm:ulw ON 7ws mrz¢r, wr N: osm wm, m4 W.TmRn 10 •d3iad4,.,f9mA'T.Sd,. wsr v nowxw v * SEE NOTE O FOR Rv LOCK® , 7' LOGC ON D4fr O f 6Ec4S YW NVwONu um.-n Nron LN1Cf 71NY{ ,NN FmfrWa. MR, E mM ELL9ORM 9K, c6 " P,VRipPpf/. KS,JgSEY OR caY --------------------`---------------- / W"2 / 27/6"0 z 3/3WINGNUT. ©0*NV "T' LOCK (OUTSIDE) 117 V* 02017 %TECO, WG I TILUT TESTING d ENGINEERING COMPANY P155.M.Y. MIA M. Su, OM. MI'SW. C/AOO14' MRM' M PnuM : 10061871-16DO . Mm ! ❑061871-IS11 Jr. P.L 44167 \ A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach. FL 33407 rs wm ax "amn Rmsp'4 ro® woa a man e emesm muc. mVAQ [",1 KANA 4 vuq Ipq lLL [MRmYrtE IMIYAgNf a1X eYKO KV. BADE dt W/ OR we. No 107 (lk). FOR INSTALLATIONS W/ GENTEBMA7E`u. ®& ® or or W/ ONE H.V. LOCK 0 or ®6r NO LOCK ® W/ NO LOCKING RODS%f CENTERUAI@ 26® 29 W/ ONE 10'r LOCK 30 W/IWO LOCONG RODS 35 TOP &RODS 35 TOP & BDTTOM�EE uAraAry CON�B sT,00 WSTAlU1T0N$ 0 ASLL X N Iu WALL MgRI1WG FLOOR/CEnWO uwrmuc MAXIMUM SHUTTER SPAN* 'L+' IL OR L (TL) FOR INSTALLATIONS W/ or �& or ONE HV LOCK or ®or W/ NO LOCKING RODS TO (SEE NOTES t, t1) vo N o MAXIMUM SHUTTER SPAN* "L+' R 'L-" (ft.)'INSTALLATIONS Iw & W/ ONE HV LOCKS DR W/ NO LOCKING ODS (VAUD FOR MOUNTING Q 6RELT 7) CONCRETE Asn�POomol umAlunoNs waos� RwR/rauNO Mgx1fING OR I. In ROOT NL MWNTLNG L4 to L-(N 30 16'-0' 1 SS 15'-2" 40 14'-2' 1 IS'-2' 45 13'-4' 14'-3' SO 12'-3' 15'-1' 55 IV-1' 11•-11• Go 10'-2' 10'-11' 65' 9'-5" IO'-1' 70 INSTQIADGN ERNp CONCRETE & WOOD JANSORY WALL 0. B, C.D, E. M. N, 0, P, 0. 'MOUNTING F, K &. L R. S, & V. FLOOR/CEIUNG MOUNTING G, H, L I1, J T. U. W & X EI TJ 6 MAGNUM SHUTTER SPAR 'Li OR %; FOR WStAM nhous INTO Hoos sNµL BE LIMITED TO I05 Psi. &S.D. DESIGN PRESSURE MTINC. t HV CORNER CENTERMATE /3 MAY BE USED AT ALL MOUNTING INSTAUATIONS. LOCKING SPECIRCATIONS SHALL BE AS INOIGTED ON MMTORY CONDITION 12 NOTE 15. SHEET 5. ttEXCEPT THAT IAAUUM SHUDEN SPAN 1+' OR 'L ' AND MAX04W AID. OESM PRESSURE RATWO FOR INSTALLOONS INTO CONCRETE OR CONCRETE BLOM SIOLL BE UNITED AS RXIOW£ I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +E4.-72 p.sd. AND B'-0' SPAN. SEE MOUNTING(M)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" (1) L+: MAXIMUM ALLOWABLE SPAN FOR A CUM POSIiNE &S.D. DESIGN PRESSURE RATIN& L-: MAX. ALLDWABLE SPµ FOR A CUM NEGATVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERUWE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOU) OR FLOOR/CDUNG: GA0M A POSTNE &&D. DESIGN PRESSURE MENG, DETIERMMINE MAXIMUM SPµ 'L+' FROM SCHEDULE. CUM A NEGATVE ASA, DESIGN PRESSURE RATING, DETERMINE MAGMUU WAN 'L- FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EOM TO ME MINIMUM DEIERI4WED SPAN BETWEEN li AND 1 (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBIMTIONS IN BEIWTFN WALL MOUNTINGS W/ FLOOR/COUNC MOUNTINGS; FOR A GUM MSTNE ASA. OESIGN PRESSURE RATING: OETERMINE: Ll+xx MAX. SPAN FOR WALL MOUNTING. INSLAIlATIONS, U+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS FOR A GIVEN NEGATIVE &SD. DESIGN PRESSURE RATING: DETERMINE: L1 MAX. SPAN FOR WY DNO UOUNINSTALLATIONS. Ls-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTAUADONS. FINAL MAnMNM ALLOWABLE SPAR IS EQUAL TO THE MMUM BETWEEN 1T+:'Ls+; 11- AND U-' 14) GO TO ANCHOR SCHEDULE WITH FINAL MAaMUM ALLOWABLE SPAN AND NEGATVE &S.D. DESIGN PRESSURE RATING TO DEIERWNE MAXIMUM ANCHOR 180 6'-6' 4'_6- a-6' 18 6'-6' 4'-6' HH V BLADE IBS 6'-5' 4'-6' 8'-7' 5-W '-6' 190 e'-4' 4'-5' W-6' S'-fi I85 190 6'-S' 4'-6' 195 B'-]' 4'-]' V-5' 5'-5' 195 6'-5' 4'-3" 200 fi'-2' ,'-2' e'-4' S'-]' 200 6 -2' V-2- 205 205 gyp\' ROWDA BUILDING CODE HOn HighVelocityZane .•••••'••••.,, l� = 1` �; JGENSF •., ? 62017 TLQco. We ®2m MTERw swltrricacne �� E��p A�S�S'�A� E A TM Accordion Shutter System * • j� 1 7M ; KV MADE p1 W/ OR w/0 H.V. twnov EVADE ` , •O ' iE '. ` TILLIT TESTING & ENGINEERING COMPANY A7ss rAc sea Fl, v. American Shutter Systems Asa9 Inc. .. x wsnlmox w1r N v*. U Q . LG. SXn. VAmAA GA®04 npw.s N1 PM 4 r (bS�n-u20. FA.: CK516]I-15]I 2., Vection, 426R WaslroGSs Drive I a OLD 15-CM )/21/T w1C 0]/2]/17 d` SS�ONALENG N1 ,rnx DINDWI d.cun Le_0vwtJ west Palm Beach, FL 33407 ] GRAINING No Pr CCAI'/HM]S4MOI: /nATr r. Rer n.6R0A 0u 0 44187 T .0. :111 :]A :I .. y. ... ... JI. •I' . it .• .. :ql �f7 Om' MmmmIM©©mOmm®M 0©mm©�a ��m©®mm�m�mm�®�uiOQ�©mm�mQ':j r mmmoononmmmnoouommmnnnummimmnoonommm�oPiunnonnnnonoo mmmnoomommmnnonnmmm0000nmmmon000mmmonnnnoononnom mmmonuouMR Cluing oummmnoEEKNKZ nonoommmnno©0000000©n Will mmmonuomIn nnmmmoonnommmnnnmmmmmoonnoonoonnn mmmonnmmmm .1902 mmmnnuK"sx"I onmmmmmonnmm�onnnnm� mmmnonnnmmmonnnnmmmnnonnmmmoonmmmmmnuuomunn0000 mmononnmmimmnovoommmonnvoonoonono �mmmnnummmmmKEKS tammon©mmmmmnno®mmmmnnoo©mmmonommmmmonvmmoononoom ummmmmnonoomm®mmmmmmmmmm�mmWE mmaaouooemmmononmmmmounonmmmonmmmmmmonmmmnuoonm®m mmmoomvmmmmv mmmnn000m�°imn IUM®o ovor�mmum�mmmmmmn®ov m ��sio mmm�onotammmo�000mmmnnnommmm0000m�9Ool11100 mmo o�ono �o us "KNmmmmm00CE1pmmmm0000mmmO®mmmmmmo©mmmoonommmom 'mmmnmmmmmmmnnmmmmmmoovmmmmmmmmmmmm113"EU mmmonmmmmmmnnmommmmnonnmm11311a mm mNNIA" nnonnmo mmmo®�ammmmmonommmmmnnnnommmov000mmmm0000nnnnorioe onoomomm mEinimA �mmmomommmmn0000�Ti�immon�emi�mmmmoovommmun000nn©000 immvommmmmmnommommmovmmmmmmmmmmmommmm man mmmm©mmmmmmommmmmmmnommmmvmmmmmmmmmnmmmmonoomvom nnomnmmm �mmOmmmmmmmmOCLImmO mmm00mmmmmmOmeOo m13KEN mmmmOmmmmmmm0©mm000�00mO� CIM13 mom®[E]mmmmmm®m000OOO�mOEIOOo mmmummommmmnommmmmmnnmmmmmnmmmmmmmnmmmmmnnnmmmmm 112111 �mm�v000emmmnvoonmmasulla mnn000mmmv000nom�nm00000nomm o� mmnmvemmmmmnommommmnomm=11O emmmmmmmmmmmnmovmmo9 mmommmmmmmmmmmmmmmmmmmmma�0000000svn000000nnnommoo mmommmmmmmmmmmmmmmmmmmmmmmvmmmmmmmmmmmmmmmmmm0000 mmm000vommmommvoommmooMMUMN ooevommoov000nnummmmo mmmmmmmmmmmmmmmmmmmmmmmmmummmm mm©mmmmmmmmmmmmmmmmm mmm mmmmmPommmmmmmmmnnonnoom mMIEN mmonmmomom mmv00000mmAmemus ovommmomm000�m0000voDommovepoeoonomooe a �- �mmPoiooveoamiIiXNICII mmommmolammmmmmm ��mo�000��o�000ee�oo���000 mo®o�� 0 - mmmmmmmmmmmmmmmmmmmmmmmmOOmmmmmm0�mmmmmm000Immmmm mmmmmmmmmmmmmmmmmmmmmmmmmomoommmmmmemmmm o m®v00000mmimv0000121110 000 0000vmmmn000d in ME ooeo mum �ovoo��om0000000m0000vomo o�P1KitKill �mvo� �o�om00000 mmmmmmmmmmmmmmmmmmmmmmmmommmmmmmammmmmmmKIMIEN mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmonnmm�omm mm m0000000amiomoe000movom�zEz"; oon�momoovo�mo®w Etna f•;, ; ; f; �.-. AmerIcan Shutter Systems r Association, Inc. r• r � r r , . '6. TAPCON OR TMCON YRM ADVANCED 7NREFOFORM TECHNOLOGY ALL voiNrs soup-sET BLUE TAP TPPPER� - I cc�-- mom • mm • ©m�m� mmf00000m mmm O OKm mm0f00[10O Irm"� mmmOf000 V 00mm000�0� Ulmm00f00q mmmOOOfO0mmm0Of0UO mmm000mmmmrn00000mmm0000© m0000mmmmonnn®mmmommo® Imam mmmonoommmmonnommmmonnom ®mmmommmgmmmn0000mmmonomm mmm0000nmmm0000mmmm0000m mmmnnoogmmmnnmommmmovomv mmmolnmmmmmm000nmmmm000m� KNIPEROmm minmmmmpmpmggmmmOOmm=NEMMIEN Om In MMMKNU Omm00m mmmOOOmm In "M©E]2)mm m � ©[fm mmm op000mmm000vommmommnm ' iI:11 ggm mmmm mmQlmr7oggmmmoFxlmoq mmOgMEEIM mmmv41m�70m mmOQ(OmOm ®mmOmmmgm ®moAmovmmmmnmvommmmoomuoo mLf7mOmmgq mmmOmOmm mmOmf00gm m®mn0000mmmut�omoomommmoo� mmommgmgmmmmmommm�omomqm �mm�omoogm m� ommmm mm�°imv©o ommmmv�o�omm mmmmgggqBOOM. OOOmm®mOpmOmm F)O©mmggmmJEUX 0mQ]gggqqmKars mmmm000q mm�Ommmm �immoP000em Kv ommoeo®mmmEM ®Him00000m®om�iovommmvoovo ' ®mmgmmmmmomOmmm00fOf00gmq0 ®m Ommmmmo mmm ©IDm27m:ID I000gmgm O�OOO�OO��m00000®00®ovo= ' MM"N mm ®ElOOmmm®m00mgm 6x1[E1000000 M"Omaxv00 mi1000000 KKZKz qpK MMIEZ= mgTAEMUK"m m 19031a mmmMflmmfmmO as. E0 mO Sam I®ggqmmm OOmEEIM OmOgmgq Man ImOmmmmmm mOmmmmmm mEEI cam InillIII== gmmOOmmmmgmt✓vmqOOmq ' mmgmgmqq lTmmmmmmgmM0©mg mqmq EM gmmm" gmg q mm00qqqm gM 0mgmqq�0©mmmgmmOmmmmmm vmggqOmmlmmmOmqq00mmmqmq0 mggmqmmm®m0gmmmgmt�7F7qmqmq MM= mmmmmq =mmmOOmggqmqOmOqqqmm mf00gmmmm fOOmmmR71!157PIq ANEwoRs ERA:TUc IF'OFT: TI➢CAN OR TAPCON VAM ADVANCED MREADFGRM TECHNDOGI' ALL POWs SOLID -SET BLUE TAP W/,W TAPPER+ a E¢ WzAM5 Y VS( !OP RAPE ax e,m IA WI • _3 F , L• IV;AL L •L 1. ANCHCRS To SUBSTRATE SHALL BE AS FOLLOWS: (A) TO COMING POURED CONCRETE Din FP _ J 1) I/4.0 TAPCON OR TAPCON WHIN AOVµCM MRUDroN1N 1/4.0 N 3/4• All POVNR SMl ANpgRS, A5 DEI 1/4.0 BLUE To CONCRER .ANCHORS W/ CAP AS WNU 114ro TOPER, ..v .R ..... ,..,.— a.. — 1'e_J AS NANUFACDBEO BY LT.W. BURDEN. (Yin, rG _ ] B.G SCREW. BOLT 6 SPECULTY COUPANY. (1 re . ] W) LSIEIERS DIRECT, M (Mi.. r0 _ 2 Na) o%wsusSnED %mt ME BY MucAsownowe, NOTEEM. AI) URBUUN EMBEDUET we POURED CONCRETE of TIPC(N OR TAPCON VIM ADVANCED TKRV DMRU TECNNOLOLY ANCHORS AND TIPPER, ANCHDRS IS 1 3/4-, µe FOR OWE To W/ CAP µMOBS E 1 1/2'. A.2) WR1MUU EMBEDMENT OF 1/4.0 C 3/4• ALL POINTS SOLID -SET µMONS SHAM BE 71W M ME POURm CONCRETE. NO dBEOMEIT INTO STUCCO MULL DE PERMITTED, 1/4.0-20 SS. µ/CHINE SCREW USED SWLL BE 1 I/2' LONG U,,wN SHOULD SIIICCO EASE AND I' UWWUU FOR WALLS WNH Re STUCCO. A]) w EASE MAT PRECAST MB NE, PRECAST CONCRETE PµELS. PAVEIts OIL ANY VEM.fN BE FOUND ON ME EOasnNe WALL OR FU,,L ANCHORS SNNL BE TANG ENOUGH TO REACT ME NOUN EMUCMBE BcBN SUIT WALL FMWM µCHORINE ,ALL BE AS wO1CAED ON NOTES AI) a A2) ABOVE MR INSTALLATIONS ON YMCL SUING OR OFs WNM OR WNIMOIIf UEAL STUDS CONSULT TMs MGVXM FOR wS ATBN INTO ENS WITH METAL STEADS SEE SHEET 20, (a) TO looMRC WRORETE BLOCK: (µCH C-90) - 1/4'0 TAPCON OR TAPOM wM AOVµCEO MREADFORU ECHNOLOGY µCHOFM AS YANUFALTURED BY LLW. DUMB, - I/40 A 3/4' AL POBTS SOLIo-,T ANCNwq AS OOfBDU1ED BE ALL PONT,SELLW, BOLi i SEIALIY CCBYPARY. - 1/4Y BANE To CONCREE µO NORS W/ CAP AS MANUFACTURED BY FLOCDA FAMENDRS BNEET, wC I/4.0 TAPPER+ MICIORS AS YANUFACMIER M POVENS FAMEAM w0. AND 061REUfFL BY ALL POUTS SCREW. BOLT R SPECXTY COMPANY OR ANY OMEN APPROVED UCENSM OR AUTHORISED VMDCR REOSIERED VTN ME AUM,A, SHUIN, SYSTEMS ASGOOADON. wC, NOTES: &I) MwMUM BUSEDUFM INTO EONCRETE LACK OF TAPCON. BLUE TM W/ CAP ANCHORSS AND TAPPER+ µWORS IS 1 1/4• AND B.APLYL4 WRH ADVANCED MREAVORU TEowoLDOT ANCHORS Is I•. B.]) U MWIIY EUSEDNENT OF I/4'0 A 3/4• ALL Mass SOLED -SET µCNORS SIWL BE ENTIRELY EMBEDDED INTO THE CONCRETE wCFAE. Re EUM UENST T INTO UCCO SHAM BE PERTURBED. 1/4' 0-20 B.S. MACHINE SCREW USED SNA L BE I I/S LOAD YINIINUM MOULD SMCCO "ST. µD 11 YIMMLIM MR WALLS WRH NO Mucoo, 8.3) IN CASE TNT PMEM MOM PRECAST CONCRETE PANE15. PAVrR4 M ANY MEET, BE MWO ON ME DUMM, WALL OR ELOCN. µG EN CHORS. SHAL BE LONG TO REALM ME LIMN STRUCTURE BEHIND SUIT ANAL BRINES, µMAAGE SHALL OE AS wOICVFD M NOTES 8.0 2 B.2) ABOVE MR INSTNUTONS ON V SONG OR on VTH OR "THOUT METAL SIUOS CONSULT Mrs ENGINEER FOR INSTAUABON We EFS MTM METAL STUDS SE SHEET 20. (C) MEWS SHAH. BE VNSNLED MILOMNO ALL OF ME RECOMNMDAVONS AND sPECILCATONS W ME µCHCR'S MANUFACTURER. EDGE DIOTAN F VERSUS, EPAVKQ e•HE r F R • NOR+ • W,•N••wy ... ...•.n.�a LL U ANCHOR SPACINGS ARE VALID FOR EDGE D ANDS VNM•AIED BELO, PER E P UESS T ME wpGTED. REDIGE ANppR SPKWO BY MULTFIYNE SPAEwG SHBµ ON SCHEDULE BY ME FDwOosc FACTCRs. REWCFD SPACWG DRONED USNIG rACTOR EHLL NOT BE EFSS THN ..BTU SPAnNG MMUTED rOR r , wCNOR T19E. ACTUAL FACTOR Vffni OTAFCIX! TRFW BANE TM W/ CAP YD R Ulu. ]PMwO E.D.NBC SPACING. ]' Uw. SPA SING _ ]- M SPACwO - ] 1/2• YM SPAbNG _ J• ] 3/4• 1.• WHIREa CONCRE2 h CCJ IQFdD O CFVI EFCEF BDX ISUREN CONCRETE h PoIINID CIXICRL2 k ORO✓�29Wt �,� IOU EB•J 1/Y UNED• 91/E- W �C]BLOCK CONfµFEE.•BLYOCIE /,R J' IA 0.90 1.0 0.78 1.0 0A4 1to 2' 031 1- 1 0.43 - D2D1> TRT60, we. 9 IL E O .�, i * TILUT TESTING a ENGINEERING COMPANY ASS! H! ]Eq 6L Sa ]01 AP@,' G@.lg IAlpy yT Pnw : (JDefBTI-ISDo . Fe.: (]OS)O]I-Ie]I L,11 -mPrO RN[e0mlcan 1I wuTR AOR i10. P.C. RATE MANIA Uc 1 44157 A.S.S.A. Amerleen Shutter Systems Assoctat)on, Inc. 4268 R'estroot(s Drive West Palm Beach, FL 33407 Accordion Shut KV. a" #) W/ M W/o KY. 1 IM No , ,} :lu :>•? .I. k,'•a. ',al. ..1 JI, rl' , ��,. :il ,• 7. :il 1 .Y. :17 rar Div. ni. —ov.n 0©Om�tE0mEi7�mOmmm®m and • mm��QD��[.7®m�mm CgtOmmm mmET:aEnO®fO�IDmmmmmmmmmm mmommomo r0latnmo�om Troll+t0fOt0(OOmmmmmmmmm0000mmmo -m®moo 0o m®®�3oommomommomommomoom m®momoomm®mmoratnommmommmmmoom0000 oommEMEM 10 ommmmmmmmommomomm [Min EOmmommommm®tnE0mOm0oDo00p00000D000 Elam COKE mmmOn00pnp0©®nnnnnnnn �nsonnnnn �in®E©m®©nnovvvonnminnnnnnnn ra®rv000uEN EEJ mmovovovoumvov00000 f[!®0000mm ®tOfOmoomm mmmmmmmm mmmmomo0 romrvomomm oaroIDommmm mmmmmmmm m000mmmm ' <0®mmomin oOBlIP71EDommFoF7 mmmmmmmmm�omommo nntOnnnnnnnnmm��000000EEII nnm m mt0¢1m0000 EntDtnnmmmm mmmmmmmm moomomm= fnmmmnomo fFlO®mmmmmmmmf7mmmmmommomoo mmivonnopppopppm®®oo�onn©vvovmoo�®®ipvv0000nvonpo �m®mnnIn om nn�Q7HUmOm0n000000�mnn�n©n0O mrorvoomo EOFe7oOmano37mmmmmfaommmmOmmommm E©fOEloo DO E©IDFFIOo ©OO o0 mo o00Ei F7 00000EiEi Mm oommam mmmm m mmmmom mmm000m unal 000OID000m0000�oo0moonoolE7looDo asai opopovotOELBppm©o©mmm000pmm0ovrail rare glum gull Onn0mgO0v11121 • 0ff�On>°m i00o® BARI omommmmMEEN m�mmmmEim oOnommoO m® oommommmmoommmmoomommm fOEOIf]omommE lm0000eo mmmmmmmm ommPER mmmmm EM11:31 nmnnneoommo � Brno moo run mEms © rosornoomoo m000mmeomommmomn000mmmmm mrosomommmmmommmeemmoommmeommommmm mm �m�0nnonem i���dn�nonoa�ennmm�nnvovo m romnmmm m rurEl�ummmmmom�mmmmmm®mmvmmmmm®mvmm ratomommmm roL�mmommm mommmmmm mommmmmm rnrorv00000 momommoo mmommomm mmmmoII mra0mmoommmm00000mmmmommmm mmlT]mmmmmmmm m mmmmmm mmmmmm m oo�ooeoo 0®mmmmmm om OmmOmmmm rot®¢lmmmmm d®000©m0 E]mil00ol'iDo= nnmvononomKoa onvvenonnnnvonmeo aaroEvmmmmm me:am©mmmmmmmmmmmm ommmmmmm fOtOEf7om000mmmlTlmomomommomm000000mmm �i®nvmvoomvgo»vonoononr>m�nz�annnnnn000noo9 �111 :\QY ..........A(/� �y e2017 MWOO, am. fQr IL E OOINc. TIUR TESTING $ ENGINEERING COMPANY p L• nICU� .r O •.• e7v uW 3.. a:. u. wA awccea a+mors. norm. as Pouv , f�aAle7:-law . ra.: llwlan-Ivl m°txe-nma°`°°e iu:.ran Ss •• • ...... ••'\a lldl /ANAL - ENG,rII` wuttn A mm tr. P.C. P.E.. SEidCl3toNAYURE/DATE NIX86r u E H1e7 w VANCEDNOLOGYID-SET SEE ANCHOR SPECIFICATIONS ON SHEET 13 MG UP TO URE -75GN PRESSURESPANS PERSREET 11 1O HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 426E Weslroaes Drive West Palm Beach, FL 33407 Accordion Shutter RV. DACE y1 W/ OR W/o KV. WHE AWING No 17-107 M HV BLADE OR In HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON* . RY .RWC .r DSD reR rRN4�eN saO u } NOTES ON ANCHORS REOIAREMENTS, WOOD SUBSTRATES, 1. Y(ilpb }0 fYl, N0011 pB 5y0 xY00 BgiiT sN41 OC IS roLLOIS: & DIOSIFAIE sLLLL CONs6) of 1NE M1UpNyc TIDCON µCNORS. AS IONUFIONBED W LT.W. SINOIS. WI IINORsl EPSECNENT / IsDICMDAT GUM ON Mass 10 & IT' -DO PutWW/ G-DA0/("A s) (HAS) ar NOTE 2 BE . -SPRUCE ME M NORM WI 0.0.41 -SPAUCl PINE M sdrM W/ D-O.IB IN.68) 2 MIMOE M NOILOW C®➢q SNIUl B[ AS Pm WNIMO hPE V. SNEQ 1) .WD 9 cosws K -YW. I/r CM PLYWOO (INS MA) LIA SCROWS AS MI NOS 2013 .SPDAIGl10NS. 4. ANCHORS asBE O6NLFD EOLLbM16 /,LL OF ENE RECgNIQly1pN5 Am SP[CIRd1YYG b M AVb1pR5 Jkvwf LTpDt. I1B' ...........L/f. �1cEN3� '':�� i * i Y 0201) TRTEC0. IaC. I L E C. O E N C. A.S.S.A■ 020I7 EASTERN UE SUPPLY, INC. E T H ,u Accordion Shutter System O' •., ,(y "' li ^�t•`rtp(�—,.— 11l =�s_E$` ............�p� 70NAL i10 -I" Pr CClEf•/QN?AIByI•IDC /l1LT[ TILUT TESTING & ENGINEERING COMPANY aw na xw v, m. 4m, xxDyL evmpp, nem yI Plw:fwf7mruw.ro.: (�wu)en-IUI P1ioO0a'fO1" MUR A T Jr. P.E FLMOL W. j N18) American Shutter Systems /LSsOCtOtt00. (n0. 4268 WeslrMS Driva West Palm Beach, FL 33407 kV. MADE #1 W/ OR W/D HV. MWNDW MADE Ey, CfscRIPNOx DIIC bORx BI: Le 1 OUI 15-005 T/2)/I wTP O)/2717 a DRAYGNC ND -� �_� O/-T INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & 2 HV♦ WAu III MAX. SHUTTER SPAN L+ OR L— FOR INSTA I ATInNS INTO WOOD WITH HV Bl WEED TO 105,Q 122f. A.S.U.BE S S S 1/1b TAPCON DR rAPcon WISH A ANCm A.S.D. DESIGN P.RESSURE_R_ATING FOR INSTALLATION WITH RI AI1F 1a s e by IHRFAOFORN TECHNOLOGY w/ 1 1/2' PENETRATION Oi 1w90 EA 1O e 1 p. TAPCON OR �APCON WTTN APIANCED iHREADrOgY TECHNOLOGY r \ !ll :1 I EXISTIND WOOD )NUMBER. (SEE SCNmIR[ ON SMECT 15) I I W/ 1 1/1' IEn. PmETTMI N of MRFAOm AREA TO E%STINC WOOD READER• (SEE SCNEmtE ON SHEET 15) T- 1 V,/ 1/A'0-20rJ/1' S.i NUTS 1/1•-40 NU15 l (� s 1M1t 1' N1I 01@'OC. 4ti EXISTNO 1 aMASS-4 i� �-, I I, M � I 1I.✓� i I L'i-DPRDNLL 1, NFIOErRM gE0u RE0 r 0IN EXISTING 1 ypL gPa ) ) E HEADER REOUI T- E AD aAss (� 1 t_ SI M R ON 4EET YIN. SEPAR,Vnm TO GI 1 I' Mg/1. E— I pfISnNO(SEE SCHEDULE ON SHEET 11 OM HV WALL HEADER INSTALLATION kN)HV WA 14AD R INSTALLATION I UHV WAI EXRTNc I NW sE UaN TO GUTS 1 t NPL SFPARAD ��� MIN. SEPAMIICN 10 Chas 1 I EXI��STW��G� /�~(T¢ SCHEWIE ON sHEET II) 1 �I$ ¢ SafEaU¢ W'X4' CONDOD PULE SEE SCREOULE ON SHEET 11) I1pppII uV/>5-� FF rRIIJ7 E CSTIN• C REOb�_ X , u / I� 1 _ I I/X•W-E Se N si Ir'1{ I 11 _ IWCNWE SCREAS W/ � I I w Rw00�PUTE i l` 1 O- I 1 Il1' N E TOM FORM OR TNOLON 1wR1 ApJANGFO }I i ! I 1 !'P TAPCON Oq MREAOPORN TECHNOLOGY W/ 1/2• ! NDIE: Wn, PENETRATION b TNRFADED AREA IH10 FLYNWO 1 \ TAPCON wml AWANCm 1-s¢ SHECT 1 roR MNCIE .� (S¢ Sa1rAaC ON vm 15) EOSIP,C YW. 21X• 1/2 MR. CD THRENDFORY TECHNOLOGY SHUTIEA /SSEYRLY. STUUS O 16' O.C. NAX PLVT'A10D RFO.0. W/ I/2' Yin PLNETRAnON OF 2-40a11W0 SECTIONS CAN RI 1/2' Y.N. COX Rmtoo REaO. WALL MPF/am AREA INTO PLYWOOD COYswm IN ANY WAY TO RTENC PLYx000 TO BE G MIN. E A STUDS O IM' OC. HVL RWJC ATC/G,Im C STUDS W ISEE SCNLW¢ ON STIEET 15) SUR Nw WSTALUIIDN. PLWIpOD TO BE AnACHm 10 TN05 IN ACCORDYlCE ACCORDNICE WRN ©wm1 sErnaN zJoe or rxE raa SECTION 2WS Or THE © HV WA I IN iA eTION ♦ SEE`NY,�iTA»wa u u33€€ or HV WALL SILL INc7ALLeTION F.B.C. �^DEEp OMSNales Ernrui 9 -P TTPCGN OR TMCON V IFADFORN TECHNOLOGY TING WTEGERRD', uxminE ON SHEET m) 2'W can. VU PUTE 1:1E010. 1\ 1 1/Ab IAPCON OR TAPFAN MI. ADJANCFD i' CONI. TRaEADrORY TmNNOLOGY W/ 11/z' PLATE Y!n. PENETRATION Oi TNNXI /TEA To EXISTWG WODD READER, Ib. I ttl I (SE[ saEOUTE ON SREET 15) WA¢ U H @HY—WALL SILLINSTALLATION N e 111 .... . � n,0 S1P ,.......... �i�. _ ucererF A F T' 'k 020,7 TILTECO. M IL E C O Ella. TIWi TESTING tr ENGINEERING GDYPANT M]]5 Na ]a:r. sl, 9a .Mk vApTM aA]Oo4 NONY ]]I] Prom 1 (;n)a71-I53p. rn.: (]Na)O71-1]JI mm�wmFia ` ..NTA A TMNI L. P.E. noRu ISc I XXInT rwrtNA aUIWInO A.S.S.A. American Shutter S stems y Assoclatfan] Ina. 4268 Weslroads Drive West Palm Beach, FL J7407 WUt Non High Velocity Hurricane Zone 612012 EASTERN YRAL SUPPLY, NC, E ate TN Accordion Shutter System H.V. aAm #1 w/ Oft w/o HV. W)UDN mxE ° IXPagvnlXl IY11 IXYwv IR Le 1 OLD 15-0eT F/2R/1 pATO 07/2E 1] ,1 7< T lll4 DiilDl';'`a(V�d% 0 �u'.� / P'E p 6 e DATE ] ] ORAN1NG No 1 7-1 O7 A ] SHEET I6 OF 2a ° 0 WALL FlHoH - •' •� a.0 u a u aau I (i 5 E 9 0 SPAN `- 1 , 0 TAPCOH DR & DESIGN I nen cna INSTeI I eT10N WITH BLADE 1 & A WORKING RA UNISC T/APDDN W1M ADVANCED ' , A8• BIC C%ISnNG ' EO--El THAEADFOgY TECMNOL061' u • W 1.1//32 mn, PENETRATION OF MREADEO 1/1•P-TOrO/,' S.S. MOOD "a REWIRED. % / BTRBCNPAL ADEauACF 1 I MG'TO EYISIwG KYMO HEADER 1' �IDn: PHRYPS HUD Or DMNG w00D BEN! -� i0 BE CERM[D 0)' S% i— ` �+ (SEE sCHCOIE ON SNEET IS) I � ~• �E YIfleNE SCREWS WR W/ 1/P- D NuTs 3 O 12. 0.O REGes ERED EYCNECI OR / I ARC Ifl? PRIOR ll EW SNYTICt N6INlANON, S / 19 I ~• j I n �1 1 OR 1 .347' '/a•0 TAPCON OR APCON WRH MVMICED 2/ , MREAOFO_HN RY 1FCOLOGY `\ I w.. W/ 1 1 3 � , PMETRAT AYI �OPfIDW1 OF D MEA IO ! EO1,iE Il 4- O C EYBRNO W0DULE 00 HEADER, r SN.S. (SEE SCHEON cW It) O B• am Wr ©or I© I C'aSR110 Nw 2W GLA a HEAVER REO'0 II M, SEPARAMN TO GUSs E I I I OPEN (SEE SCHEDULE ON SHEETSTIA, I1) EXWNC HOLE A To ACCEPT CLISr� 5/,BY W SCREW AT CCHICR OF TURL QS HV WALL HEADER INSTALLATION ro I ♦ mm calvm Wlm IQ OR® ,II IlA TAA¢p,o 1-s¢ IxltT, MR TOY.LL 9ONER, A,,,MY 0.0130.� I glR6me �° n iwr"""Dwr ro�Yn°NiTW wBAu�nmgi. D OHVCEILING INSTALLATION U HV CEILIN urA WNAKN mm — IQ OR & UN. WARAnOx To taws I (SEE SCHEDULE 0.V SLEET 11) 5417 �\ II la vm IY O EwSTWO cussLUYSOxp, -- 1 \ I J I wALL " I I OGION lLOcUII CN j 4' ; IRL /IOil ,• NEE W HEAD TEK OIASSG'-I 3OR SCgEWS O 12• a.c 1 DEIXREQUIRED (NO Fw6H ALLOWED) .Y_ �— ECOE ID APPYCABLt) EumLTc wvWD }flYs5F5 OR T' RAFIEq O 2,• O.C. REWIRED EIDshNO SOIFIi •' ,•.1/B• CONT. ALVY. NBC BOEO-t6 ALLOY) W/ Or ©Or I� O)5 I6.0 M SCRM TO RMER OR IRUSS. L X L'O SCRM AT YDAOM Or CLSTMG ,,s, YEWRIM, (2• 14, NONOLIL VWDTH) W/ 2• Y'n I,1 AREALRAgON OF W MREID M VARO FOR 7(DmlRll INSTA.LARO"s AA MAIL A.S.O. DsV LEADAND � 9'�D• YA%. SPAY. DOS r'RE."l D APPLNABIE Ey- PiF : OFCK D - FVGE N OCCN 1Sm — ADPlIG81E i�� -� Ir MPxCIHLE �,•° TAPCON OR N,, PS MUSS NEAR2 yIOW.APCONAOJANCfO INE SCAEWS TE MREADMAIM TECHNOLOGY W/ 1/A'-20 INIS 1/,•0 TAPCON OR TAPCON WITH AOVANZE ), �I I W/14n. PENEIRARON O 12' O.C. 1/1.0 TAPCON OR TAPCON VAT" ADVANCED THREADFORM THREADFORH TECHNOLOGY W/ 1 1/2• Iri 2• MW. Or i m YtG TO TECHNOLOGY W/ 1 1/2' tt.. PERETFUTON OF T1aiEAVEO 3• UNL PENETRATION OF TNAW 0 COSTING WOOD HEADER. F TO EYSRNG WOOD HEADER. (srs scNasseE DN 510EI 13) AREA TO EMIsTGIG Ma NFAant. (SR (SEE SCHEDULE ON sNEFt 15) FOR SCHEDULE ON shnY 15) L I .'SEE I➢I §�W UY QV HV WALL SILNSTALLATION II SN�18 OHV FLOOR INSTALLATION QX HV WALK -OVER INSTA IeTION 1 FLOMDA BUILDING CODE Nan Ran Velocity Hurricane Zone TTTE y1 ; •��FNS, •/✓ atDn 1°rzca uTc 02Dn EASTERN uETAL suTwLr• we F • a _ ER TM IL ECOENa. A S■a7■/°�■ Accordion Shutter System HV. BIN7E {/) W/ GR W/0 HV.. WHOM a" 71LLIT TESTING a ENGINEER COMPANY American Shutter Systems DFIE,reI1aN DnI mARN Df: L: �.(•'•. ; W" 41. 2IA a Y. SRI, Wacac, GAR2oa, IL®AY WI A930clatlon, Inc. I OLD Ts -ass A 7/2]/1 DAIa 07/z) n - PAwu : (5m)e7I-TSED . 4268 WeslrOads Drive 2 s/0.•••••••••C'1��,I''I1 m`1ER�mo�°iaW`W" West Palm Beach. FL 33407 a DRAV/INC No NALEN YLIFP Ny,,.Pi 17-107 P.E. SEAL%SIGNATURE/DATE FLORIDA L / 44167 s SHEET ° 17 OF 20 END INSTALLATIONS n HV BLADE OR U WINDOW BLADE INTO 2aax4" MIN WOOD STUDS = RM�JI SLLa VINI � SYA 6aL W m o* a.0-a1a- o•o•a , 0- END CONNECTION DETAIL w 11 �. •. lil N M41fII IA•uu tm Iw 941PM[O11�M Mt'•IW). O.'361D. Qua t tQ• s la •1• .1 li .1 .. ly .. Zia 0 gM1CG, a Y YkM4J /s'N.Y 1(1; �t1w10YL� PI1hY 1� �p WL Y I' p4JC�¢ OOU 1ff tlVa 4 END CONNECTION DETa fp • aaou® an. rw avm amlu wN IY-r • SEE ,111AAR0N5 or USE 10 &ADEMa�ION SHER a9 ,aP \Q•",.... — .... w� - ' 02017 VtI . IW. ZI IL E C O TNa. A.S.S■A■ m]O1) FASiERN NLTN. SUPPLY. a!G BERTHA Tu Accordion Shutter System = EW�fffq* O TILLIT TESTING @ ENGINEERING COMPANY Wf n+. x:a1. ow. w:(mars. nam. a,1e +: w)av1-,v0. F..m. ; h0elev,-,em (amtil: ULceeo6tmm wmMPf GamE• I ..,a2 American Shutter Syefems Ase0CIa11aD. Inc. 4268 Westroaea &4ve West 'Polm Beach, FL 33407 HV. a" g1 W/ OR W/O NV, W1NYN7 SALE . x OQrnmax on[ aruxra ar: Le 1 OwIS-085 1 , W1F1 07 27,] 4/ 1ia•••........ •• !, P.E.SE/GNATURE/OATS a DRAWING No 7-107 . a SHEET 180E 20 L------------ --------------- i T P. / 1 �` —� Q91 P. srLwjtww�conERw.TEs � &3 i. 1 -7 9 91 9 9 9 91 9 '�91 91 91 9 9 9T 9 c P tnx EGNRGtwrs) y � VP TOP v /wYD �a�a© •lJ/ mnl ELEVATION YE aPM ' TO GUM -- SFE 50[OLLE CN 95ET it M aAOE0 — -- --TW ---- Q ___________ _ . ABO E) PLAH _. WY. ASD. GEw.0 PRFSSUPE MRHc: n t0. - I10 0...1. 2 YA1G $=a1Gaf SPDk B5' S. AIIDWtD U. 0. T. U A 0. O a N ON SNEEIS 4 >: A! WFLL AS YOIMNICS 4. 0. T. U a N�ON(BpSMEEiS 10 a WSYt7dFlL Oe OP/PO� O��UYOUf§0[ppNO 5.. (A)W WWM WEft7i 9WL ONLY /SLOW A YNI4W1 Of ! ORNWaS (S'1 NOLES) fOfl (9 PLR UGE Ai SPANKS SNOWN ON SNEET 4. (0) Ya:. pfII M TRO�jt TOP OR SOPM1 MOE OF W WNW PIAM Oi' ANY J'S NaE i0R ENALL BC 1]'. (0) R� UpTYIUDUDE MUM W TROY nMIfAS AT GWS UKY BE W(0) W mNDO"E till MUST BE USED ALTERNATE TO A SOLID W S AM0 RNOUGTOUI SNUIIFA'S OM. EIE1 LEjQIBYITES BNNL &WAYS BE o4tAUED ABY{p1T ro A SOLD W - f Ai B11DR 10E OF TM L IF) PBLYW=80.NA1[ try m1✓DOW �l SNµt BE IN4fALLro ¢ Ry�7 TAB! FACE THE YRGOOR Of THE CfF G PROTMILE. W XOM1.T= A� My MOVED AND Locate LD USA SCTTWG TOOL PROAOro BY MUM OC a. SEE MEMR SPAGNO SGaDIIIE TOR LNSTALL MM INIO WOOD IRAUE WJUX=GS ON S) 15, M ROOM BY SPIN µa OEM, LOU, (SEE MG a ] ASM). ). ME MCHOR SPAS SCHEDULE FOR POURLD MNORUE OR CONCRETE BLOCK W ON 9tRT5 12 a IJ AS U WICD BY SPAN AND OM" LOAD (SEE NOBS 1 a ] ABOM. B. MI44UY safA aaN W GSA55 SCHEDULE, PER AUU E-IBB& 1Wm zow YWIYW SEPAINTd! ro GUSS L TNRY ! r 4 e]5• SNA �r,: �\�EI11Sn5 ✓� ., 02017 MTECA, M. 02017 FASTENN MU& SUPPLY. WC. 'Ar ILL E c O L- A.S.S.A. E N Accordion Shutter System c ii ,� '� American ShuHer afema AeaoelGtlonr IDC. 4265 Westroads Drive West POIm Beach, R 33407 ILV. MADE y1 W/ aR W/O RV. w ww HAM 71WT TE511NG & ENGINEERING COMPANY vss NW. xw 4. 5M. 30% W]asA GUeDG naSD..u15 MA .: (Jas)G>I-m!0 . ra.: (ws)BTI-I!!I ®aoav W&tW A ULUT ir. P.G R0RM ❑5. 1 4457 . N mdefoo. wTE WMNN eY: Lc L 0L0 15-0b5 ]/]7 I wR: o] 37 I] S"pNAL Eat?,: r' - .• P F_ SFAI /SIONATI IBC/GATC ] ! DRAWING No r 17-10/ ....�� 1 5 -w WV. snal - - 2' Mo.. slugs Al IV ao. rE 436 i------TOIG' 0 6 ac. 4 41 1/2. Os- W 43c 4So o iP g-� C. 0.ow Nc, um. mIsO 5 G-N% 0 6• o.e. 0 G. o.¢ ^ 'Yr? •� °s °" � COSMIC :6ccncr .su.sra�atE 1 'e h EIRSTWO UK SV`A 1110N 01A55-+ ro cuss (SEE SCNFDULE) e i O.C. 1 10 INTO METAL STUD WALLS * * GENERAL I IMITATIONS AND' ONDRIONS OF IIsF YI,R_L;79A'RRI BLADE 1 ORDION SBUTTER _SYSTEM INSTALLATION TO MErAL STUD WALIS 1. MO. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (ps1) 2. MAX. SHUTTER SPAN: 84- 3. ALLOWED MOUNTING: (BON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A ETRICAL LAYOUT. USE 0 '(2) 3 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CEHTERMATE. I.IM I LJ � 7 z.00D• uo.. t- 4. ®3 1�4"m NOMINA ALUMINUM SI FEi1F, fi063-T5 ALLOY REPARATION TO GI ASS SCHEDULE R 3.aoo- - WIND ZONE MINIMUM ASTM E-I996 SEPARATION TO GLASS 1 THRU 3 4 4. 38 SLACK DETAIL HVF IS ALSO VALID' FOR CENTERMATE 21 APPUCATION WITH BLADE iQ W yT22 as 'A _ ::,.2•cbdii.• ;436 u.m 6 D.C. woWfi•o C-6v.nEn. u M. um A1VQC MS WALL HEADER/SILL INSTALLATION ATION ::; v, al AIGe E DYP. tt1P h BaRp4) +/2- (Tra) r �' "n (6-Min.) 1/2' MAIL SLACK .x samlN . r ®3 1�4"0-20W B01? MUST PENETRATE u)3- as —a- (^ T-- —le 1/4.6-20 THREADS 43 1 /4"O ELCO CONSTRIL100111 PRODUCTS FAB-LOK HD COMPONENTS Sr., P. 3/e-- 1- LOCUEO AT 1 Z IN HEAD ER/SI Elms VIEW Y SIDE CONNECTION TO TRACK A. IIQ/.� D2am TM11[i0. we 02017 FAi1LAN UV& SUPPLT, W0. �.............. ✓ - r' GENS = E TH ,IA L- ASS/`+�■ Accordion Shutter System KY. 3At E g1 w/ OR w/o Hv. tMrnow BADE * ? ) * TILUT TESTING 8 ENGINEERING COMPANY American ShuHer Systems eT r, , mamma, oArt ausN sn s.a. p Q, ` mss n.. Nam, n. Association, Inc. I OLD I5-ces 7/21/1 WE 07/27/17 C P4ay , (sa+)en-Isw . ra.: (s6s)e>1-Iul 4268 Westroods Drive 2 West Palm Beach, FL 33407 s DRAWING No ...A.' aG`� O� N41rA A IrUI L. P.E • 17�' O-f P.E. SEAE)-auu,l�kE%DATE ROflO" a` I ••se2 6 SHEET 6 2n nc on