Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SET UP-INSTALLATION
GENERAL NOTES: 1, BERTHA H.V, ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROW" EVAUAION DONMEM (P.E.D.) HAS BEEN MARRED FOR COMPLIANCE IN ACCORDANOE MIH ME 2M7 (Bin DORM OF ME FLORIDA BUILDING CODE MAIN M3 ACCORDION RTER SYSTEM SHALL NOT BE INV,,U,, AT HIGH YELOCIIY HURRCANE ZONES. OLSON NINE LOWS SWJL BE DETERMINED AE PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WINO SPEED MOHA ED BY THE JUAISNCTION COHERE SHUTTER Mt BE INSTALLED MM A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NET EXCEED ME MM'IMUM (A5.0.) DESIGN pnMERE RAONCS INO:GTED ON SHEETS 11 MRU 15. 19 & 20. IN ORDER TO VUMFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AMC 7-10 S14LL BE FIRST REDUCED TO AS.D. DESIGN LAND LOADS BY MULRPLYNG MOM BY 06 IN ORDERTO COMPARE THESE W/ MAX. (A.50) DESIGN PRESSURE 11N15 MOICATED ON SHEETS 11 MRU 15. 19 & 20. IN CROER TO VERIFY MAY COMPONENTS AND ANCHORS ON ME P.ED.. AS TESTED, ME NOT OVER MEMO, A M S INCREASE IN ALOWABLE STRESS FOR WIND LOADS WAS HM USED N THER ANµYSS HOWEVTR. A WHO DURATION FACTOR CD-IAD WAS USED FOR VERDTCARON OF FASTENERS IN WOOD. OMMA M.V, ACCORDION SHUTTER SYSTEM'S ADD UACY FOR MAID AND -a MISSILE IMPACT LOW HAS BEEN Y,,M, M W AMM,,,CE MAIM REGION 1609.1.2 OF ME ABOVE LIGHTENED CEDE AS PER AIL REPORTS: -HV BLADE () 10214,01-03. 10715 t-03, 11004.01-05, 11214.0t-05, P0317.02-06, /0S09.OI-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TA$-203 PROTOCOLS AND AMID E-IM, AND E-1996 STANDARDS (MISSILE LLVE 0. 110 ZONES I. 2 & 3) & /1220.01-10 AS PER US 201, 203 & 203 PROTOCOLS MALE MISSILE, -W MNDOW BMDE m IOWS-01-M AS PER AM E-116 AND E-1996 (MbSLE LEVEL 0, WIND ZONES 1, 2, 3) 8AAC PROTECTION ONLY AND / 0725AI-88 AS PER In 202 PROTOCOL 2. W BLADED AND W WINDOW BLADE a ARE ENGINEERED TO WORK IN UNION MM EACH OTHER UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF USE ND'H:A A) ON SHE, 19 3, BERTHA H.V, ACCORDWN TINS (W SCREWS), USED AT BMOES KNUCKLE AND FOR DIRECT MOM CONNECTION TO TRACKS SHALL BE B141e2,75' AND 014-1.75' RESPECINIELY, 410-W MINIMUM MASS STAINLESS STEEL SCREWS MEN 135.0 "1 NEED STRENGTH AND ISO W TENSILE STRENGTH, PM SHALL BE COATED CORM BERTHA FA NLRO5NIF10 COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITHAMERcAN SHUTTER SYSTEMS 755OLYARON. FINS MUST BEAR THE W MURANG ON MDR HUD. 4. ALL ALUMINUM CaRLEIGNS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS N'OXATEO ON SHEETS 2 AND 3. MINIMUM YIELD STRANGE, FOR fi063-To µLOY IS W, kei AND 35.7 kv FOR 6005-16 ALDY. 5, ALL SCREW$ TO AT STAINLESS STEEL SM OR 316 AG SERIES OR CORROSION RESSTAt COATED CARBON MIL AS PER DW SOMB WITH W kil MW, YIELD M NGM AND 90 Ic; HIM, TENSU MAIM AND SMU, COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,33.4. 6. ACLU TO BE ASM A-207 GALVANIZED STEEL OR ASi 304 OR 316 SE M, STARLESS STEEL MM 35 kG MI,MUM NELO STRENGM. 7. SEE ME MULG .TUG SHEETS FOR ANCHOR SPECIFICATIONS: W AMC 0' : 12.13,14.15 AND 20 W BLUE 0 & O WORKING IN UNION: 12. 13 & 15 B. ME BERM KV. ACCOROON SHUTTER SYSTEM BEARS A V.S. PATENT 1677S582. COMPONENTS OF THIS APPROM, ARE COVERED, IN WHOLE 0R IN PART BY US. PATEN, 15450,179 ISSUED TO EASTERN METAL SUPPLY, NC. 9. IT $HALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE A79HEO TO INSURE PROPER ANCHORAGE CONTRACTOR TO MAL/CWiK ALL SHUTTER COMPONENT EDGES MUCH REMAIN, MRU FASTENING N CONTINUOUS CONTACT WITH ME BUMNG TO PREVENT LINO/RAIN INTRUSION, T0. EACH UNIT MUST BEAR PERMANENT MBE, IN A NS ALE PLACE LATH WARNING NOTE: DURING P,M S OP L,,ME WMNWn HOME OWNER, IENANT. OR OTHERS, MUST PROPERLY G.O CENnMSE ALL !11' AND HD ,ATES AND ENGAGE OR LOCI( AL FN AND HO LOCKS, 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VIS!SLE LOCATION AT ACCORDION SINTER IN ACCORDANCE WITH SECTION 1709.9.3 OF RORMA BUILDING CODE, ONE VBEL SHALL DE PLACED FOR EVERY OPENING WEI TO COMPLY WITH SECTION 17010.2 OF ME FLORIDA 80=0 CODE 12, BERTHA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY M H SPECS INDICATED IN THIS DRAMNG PLUS ANY BUILDING AND ZONING REGULAIONS PROMS) BY ME JURISONCRON WHERE PERMIT IS APPLIED TO. 13, (e) THIS P.ED, PREPARED BY MIS ENGINEER 15 GENERIC AND DOES NM PROOOE NFORMATIDN FOR A ATE SPECIFIC PROTECT; i.e. WHERE THE SITE CONDITIONS MAATE FROM ME PEG. (P) CONTRACTOR To BE RESPONSIBLE FOR IKE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRONFCT, &RED ON THIS P.EA., PROMDED HE/SHE DOES NOT DEVIATE FROM ME COXOMONS DUALS) an THIS DOCUMENT. CONSTRUCTOR SAFETY AT SITE S ME CONTRACTOR'S RCSFGNS18 .. (e) THIS P£D. MLL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (e) SITE SPECIFIC PROJECTS SALL BE PREPARED BY A FDRCAI REGISTERED ENGINEER OR ARCHMECT WHICH MLL BECOME ME ENGINEER OF RECORD (EOA.) FOR THE PROTECT AND ME MLL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGNMR OF RECORD. ACTING AS A DELEGATED CHMN ER TO ME P.CD, MCNEER SHALL SUBMIT TO MI5 LATTER ME SIIE SPECIFIC DRAWNGS FOR RENEW, (e) ORIGINAL P.ED. SHALL BEM THE DATE A" ORIGINAL SEµ NND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED a. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 M SHUTTER ASSEMBLY 35-44 SHEET 4 MY TYPICAL WINDOW BLADE & WINDOW DETAIL AREA • HV BLADE in AND Hy WIRDOI•/ RI Apr I% !WHERE APPI (CAE) TYPICAL SHUDER ELEVATION & NOTES ON LOCHS SHEET 5 IHSTAIL[TION DETAILS A-F, CONCRETE/EtOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/81LOCK SHEET 7 CENIERMAE DETAILS W SHEET 6 CENTIMMATE µTERNARNO DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MUCUUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SKEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETALS M-R, WOOD SHEET 16 INSTALLATION OETALS S-X, MOD SHEAF 17 ENO CONNECTION DETALS 7-12 & X. WOOD AREA 3: HV WINDOW BLADE AA SWEET 18 ONI Y TYPICAL SHUTTER EEVATtON AREA 41 HV WINDOW At ADE n ON SHEET 19 Y WSTALMTION DCTA.S. METAL STUD WALES SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A1'P�\`• ,,......"Ai✓S C2017 TLTECG Inc. 026f7 EASTERN METAL WV LY. INC. SCANNED ` RT N BY IL EC O ENa. A.S.S■A■ Accordion Shutter System A NV. S ADE tl W/ at W/0 H.V. txrnDs RUDE St. Lucie Count ) American ShuHer S tame A TILDT TESTING & ENGINEERING COMPANY n. P[scnlm6n B4rt oPAAN Br LG v hue rtv. s•A M. SN. 306 MRGNP G P 2. Raa XK Association, Inc. am is-DSs n/1 DAtO n To, FAon.: (303Jm1-1636 . Fro.: (30SX171-u31 4268 WeStroodS Dave 2 27/17 ....... .• Ca,aN mein a.mm VJest Palm Beach. FL 33407 3 DRAV4NO NO s_S/DNAI� I WATER A MW h. P.E. I F — i O/ D I, •[AE'AkJ IRNAYI10C max "MA Mc. 1 44167 A ------ �1 HV SOLtD BLaDE COVERED UNDER US PATENT � 5458 F79 OF USE OF EtACIL-WON SHEET 19 `6 HY ADJ.FLOOR TRACK QUALIFIED FOR USE W/ AV 060" n 1 1.686' la 3510' 1 HV CEILING HAD R 0 UFIEO FOR USE W/ HV ELADECDONLY. SEE SECTIONS FOR VAUDI 6063-T6 ALLOY AND TEMPER "PIE MN TIIXI f• 1A6] 69 SIDE ANGLES 015AURED FOR USE W/ HV afi �p x Ja4 A.9 • UNIVERSAL FLOATR QUALIFIED FOR USE W/ NV BLADE0jt' 6005-75 ALLOY AND TEMPER .065. QUAI?63HtSWLWW BLADE 0676 ALO ANTEMPER ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE i'ONLY. 6063-T8 AlL Y AND TEMPER OOLI U CD FOR VSE Yf HY ELADE I 6063-TO ALLOY A TEMPER- B�HV WALK —OVER TRACK QUALIFIED FOR U���S���E W/ NV 6063-T6 BLADE A% TEMPER CbLPONENT A 6 TI T2 Q 2 5 IIAK. I _ 1/6 I!8' 0' S" 11AKI OA92" 9.192" IS 2" 5' MA%, 0.139- 0.13,' (A)HY 90•/1801 'STARTER QUAUFIED PoR USE W/ HV SLADEQ 6063-T6 ALLOY AND TEMPER 6 4' .99x• LO]11' 6A2 S I2 Bza L 99l HV TRENCH TRACK QUALIFIED FOR USE W/ HV S ADE T ONLY. C HV RAINGUARD OUAUFIED FOR U($)E W/ HV 6063-T6 BIOREANO TEMPER. r11r ��••" 1!(l, : -a k4.` P' �.J l w� j �j .' TATEOF O,0 .. .6°S'....... pt` 11t1 PP f,GNMlc ionic 02017 aLTEEO. NO / I EE C `1i 1 N C. A S S A ■ ■ ■ ■ American Shutter Systems Association, Ina. 426E Westmoos Drive 02017 EASTERN METAL 6VPPLY, M. DER A VTM Accordion Shutter System RV. BADE #1 W/ OR W/O HV. WNDOW RAZE TILUT TESTING & ENGINEERING COMPANY ee5 rtw. Je.n n. M>. m r•. u ars, em me Pwee : L»sm+-I s3a . F.., (3as)s)1-m31 nu1FA A blot Jc P.L ttoRmt us:) u+e) cv, x azcmmex a,)z 6rMr,N �, Le 0 0 1s-o6s v I arc o2/2)/n z �� 1 07 ��� A s !� HV CENTERMATE FOR USE W/ HV BLADE& 6063-16 ALLOY AND TEMPER R PLAN P1 rPIXR ELEYAWN LOCKER FOR "T" LOCK-CENTERMAT QUALIFIED FOR USE W/ HV BLADE CORLY 6063-T6 ALLOY AND TEMPER 917 g 3 a OfiJ' 21a• t3 TiCENTERMATE W .4� OUALIFIED FOR USE W/ HV BIAOE i & A 6063-TG ALLOY AND TEMPER I@ LOCKING RODA QUALIFIED FOR USE W/ HV 8LADECl 6063-T6 ALLOY AND TEMPER 2 a• 1.7 6 A I 61 0 HV MALE" "T" 10rK QUALIFIED FOR USE W/ MV BLADE 1 ONLY' 6063-T6 ALLOY AND TEMPER 6063-T6 i P -I J75'6 liV 3/8"0-16 A( J.161 A I I 6� HD CENTERMATE'S INScaT OVAUflED FOR USE W1 Iry BLADE�& 6083-T6 ALLOY dNO TEMPER m1/2' 0-20 AISI S RI TH REBcrREWS QUALIFIED FOR USE 14/ HV BLADE 4S r6E �3N1 ENVAp KIND)vAwRD Ess nmx K.mx L BRASS t( YIuIvo1 Lowo"E xn1E HV EGRESS LOCK QUALIFIED OR USE VI/ W BLADE f;,) & ®ONLY. —SIB• _ IB• LJ60' AFTER mVETWC BEFORE RIVc 1NG t /4"m-20 WMAPI (M.-I] AIWU WIaE iWiG£ MM UP. AS Myar•L1yPEe Qr AVCfL ENf. Rm N6 Uro'N OR RNATIVE LOCK FORUSE vI/ HV )E Q ONLY, o.e7s ur. ''e' nfuMenmr MWOLR OR ItEI 1.s w"� rruuOEn I An' Mm. �g HD LOCK RY RECENT BAROWARE UORTRE LOCKS SERIES 211J xOCK 60LI LOCK. -QUALIFIED FOR USE IS/ W BLADE.& C (f�/l✓= MOtI tIL1EC0, u1G ®2017 EASTERN METAL SUPPLY, INC. AaA1111'wYy�l\CCAI PAY �+ TV 7F .f" !• k� * IL ECOINo. TIWT TESTING A,�7�S�A� American Shutter Systems Accordion Shutter System HV. MADE #1 W/ OR W/0 H.V. WNDW! BLADE . N ae L.¢ •+, STA r & ENGINEERING COMPANY a,ss :Lw, ,c•A. at.:r. ,o,, wnox• w+a1s. n«m• ,,,, Y A3soeiati0n, Ina. Association,,; , AM %/17 ,7 ai 70RIDp:'� PMm ; (:AS)92,-IWO. F..: DOS)v'-mi 4268 West, Priva n4l dA sV 'I"'"v °° "4[e-OEaaT,a We P¢Im Beach, FL 33407 , p5E W�/ING N o /, /� (. j1', /Q/QI.lL w41ER .l iRlFt .Ir. P.E. / —' o I • �1\ P F•1;Fm A IDE" ROAW W. 2 Z67 _ SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV (71 HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING 3® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AJSI 302-303 SERIES 0,870'z3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES SS, RIVETS d® HV 1 3/4" ACCORDION PIN W/ Q8 I4EAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD # ® POLYCAR80NATE IMPACT RESISTANT HV %VINOD?/ EXTERIOR ,) C;L I @OR ® I ® or �3 f6E[ :OTC FOR REQUIREMENTS) QUIREMENTS AT EXTERIOR BLADE KNUCKLE -MR v Pi� Of gg (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR +-� is! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. n'S.PICAL SNDTTER AaSEMB1 Y N.I (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD eO.J2K• BLADE WHEN CORRESPONDING TO INSTALLATION "IT", SHEET 7. 045=r O ttP. (3) HV PIN ©Oft ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET EL CARRIAGE DETAIL eVDEs KNUCKLE iD"I 2 (DOR Q� _fig II: i G)OR® j' i j ( EXTERIOR HV PIN OR FR AT EXT IOR 6 DVS KNUCKLE, (SEE NOR FOR REQUIREMENTS) i AREMBLY LAYOUT C2017 TRTECO, MC. TILLIT TESTING & ENGINEERING COMPANY rJ55 NM !d". $I Sp..N NRCNY ^Mpp+R TtMSA " Pnone : (soslen-lvo . rvr : (ws7en-xml a-mv3: ImecxOeN.can 8-N06719 wn1ER 0. a M1OR:04 1 14 Gc I Nt6761 ON Qa2s• .IB)YIP1 5 1 e4DE .0.435' 4Fnm ,_v 0625 .0635' •� lv \RI •\Re &ate RESINS. AQROLONM3 03 POLYCARBONATE INODtVI 1P ULN. CLFAR I CE RESMS, UwSTABILIZED GRADE OR SABIC to 840E eon U INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'R' ON SHEET 19). POLYCARSONATE SOURCES FOR 4 uvs+a[ r>�w,T M1P'V'LflNRR!£S RA'OVm m � m f7➢SStl. Si0'6 rGxY N AN. ora Oqu m!' 0,043 mAn' TVssE R11SM1C MN.IM 4Ru GP:O 4..W 0.LL 4"m NL SPECT,*n ...aLe Am mw aON0 ncr,,xu PWA06 M� Am w7s w. :ace, YMNR 11,4330 %'KM NO+SiM1 /Sry o]eU ws s cu z wx Aat O<e15RvfiN wm ea, 1. qµs L.I yS9 sev exma+ Lm Rrexn I a v 700 v AMN 41M tLYSx[.SAMIM :ICI tttAinWM K14 4V PNT ost lO,o P,.S misicsxasx mos Avarwc+o .sP Nx e.el r+I sees wn. .S A.S.A. American Shutter Systems Association, Inc. 4268 Westroods Odve West Palm Beach, FL 33407 KY. BIAEE pl W/ OR W/O KV. AWING No 17-107 0.0 P �•�w Q Q C� �2�p4„ see I m' (�w24�wCjs.�7rw8(�A.�p.1"�3w �l 10• ilw©.q.U-7 © i'wI C51. w01. ©-08 a C1 �wOB' )-(IT -@w TYPICAL (7) HV BLADE SHUTTER ELEVATION N.T.S. "NOTES—DN HV LOCKS AND C NTepueTcAe. 1. MNMAttIRY CONOIDON N• ONE HV LOCK cr SHALL BEUSED AT 1/2 OF SHUfTFR SPAN FOR ANY�SPAN ELEVATION, ABOVE OR BELOW OF SHUTTER SPAY FOR SPRlS UP TO 105'. AND FOR INSTAL TONS T ANY ELEVARON. HV LOCK Zj a. MAY BE USED AS AN INSIDE OR OUT5IDE LOCK, ATTACHED 10 OR GENIE' 5HU Al ELEVATION O K 1/T' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK STALL BE AS INOICA STUTTER ELEVATION. LOCKS ICOR FOR , Q OR �§ MAY BEUSISECURITY ED IS AN INSIDE OR OUTSIDE LOCK, CONNECTIONjIP N OF LOCKS TO UCENTERNATES sa OR 1 SHALL BE AS INTO LOC BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, � w 25JiAY IS USF� W/ry/D TV LOCgeF LOCW 1; RODS ARE NOT REQUIRED AT URRICANE POSmON. BUT MAY USED IF DESIgEDTO ENHANCESHUTTER PERFO MANCE. LOCKING RODS E OR AN ALTERNATIVE OENCE ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ACKED TO ��$$ r L // U1510E OR ONSIDE LOON, ATTOPh BOTTOM CSHALL BE SED. LOCATSON 16F LOCK STILL BEASINDICATENG FLAT D ON TYPICAL SHUTER ELEVATIOLOCKING N MAXIMUM SHURER SPAN SHALE BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. • ONE ALTERNATE MV LOCK $B MAY BE USE(1 IN UEU OF NV LOCK QQ@@ r $FOR ANY 5PM1 PND .B INSTALLATIONS AT ANY ELEVATION. AL flNATE LOCK T� MAY BE USED AS ANTNSIDE OR OUTSIDE LOCK. ATTACHMENT �= OF 1/4'0-20.3/4' S.S. THUMBSCREW TO @1 OR @ CENTERMATEE SHALL BE MADE W/ 1/4"01 Al B$s RWNUT AS SHOWN ON SECTION HIS. SHEET B. ONE LOCK STALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 113 OF SHUTTER SPAN. B'"MADMOBBY ONE HV LOCK 18 or 23 or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. TV LOCK 03 or 0 ar @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 6' or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'_20 . 1/2' LONG FIAT HEAD SS, B. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3,y� W/� OR @TOP AND BOTTOM R COMPLETELY MANDATORY, OF CORNER NOTES ON HV PTM LOCKS AND rcNTERMATEc• CENTERAATE 1' a_, ONE ALTERNATE HV R' LOCK Od IMY BE INSTALLED IN UM OF HV LOCKS . OR $ FOR ANY SPAN AND INSTALIATIO AT ANY ELEVATION, ALTERNATE LOCK �'•D Y BE USED AS AN INSIDE -OR OUTSIDE LOCK. ATTACHMENT Of LOCK INCLUDES USMG REINFORCING LOCKER , AS SHOWN ON SECTION HUG, SHEET 9, WHIOH MUST BE CONNECTED TO CENTERMNES " AND U W/ 1/4.1 . 1 1/2' LONG S.S. THREADED DOLT W/ 7/e'0 . 3/32• WMONTY ON W/ 1/4b-2a.I• S.S.M,S. INTO A 1/4-Po III RNNLTT- LOCK MAY BE INSTALLED AT MIOSPAN OR 12- MAUI ABOVE AND BELOW MIDSPAN, USE DF TWO LOCKING RODS @ TOP AND BOTOM IB MANDATORY. •NOTES ON HD LOCKS Ar. cc p1EATCC, !Welt ] Y(( XO CfX1FaYAYxe (j1 R •3 //7 ONE ALTERNATE HD LOCK® MAYBE USED M UM Or NV LOa(5f2� FOR ANY SPAN AND INSTAUADONS AT ANY EL,E�V^�ATION, ALTERNATE HD LOCK ftj MAY BE USES AS AN INSIDE OR OU510 LOCK, ATTACHMENT OF HO LOCK � TO 0 IS W/ 3 to K 3/8' F,H. S.SM,S.. AND INCLUDES REMFORCEMCNT INSERT 5 AS SHOWN ON SECTIONS HDB-HVS AND HDC-HVS, SHEET 10. LOCK NAY BE INSTALLED AT MDSPAN OR 12' MAXIMUM BELOW aR AGENT, 1WO5PAN. USE OF LOCKN5 RODS �5 IS COMPLETELY CORONAE eson noDeo. Mc. ILT EEC0 �;. RELIT TESTING M ENGINEERING COMPANY wu n... xv, u. we.cOaVOL Rea', III ryoSa. TO,: TRI5IM71-I0Iu FU ROA UO. A.SE{SNAw American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 INC. Accordion Shutter System HV. BIAOE #1 W/ OR W/O KV. WINDOW HA➢E KING No 7-107 J:YCLI I, CONCRETE ANCHORS NACWNE R£CUDEEO kEaUIflEO , I/A'P-i S5. SCREWS (SEE CONCRETE fNCHORs 1�7 1$ ' A fvE 5t0y UEE YC,Un a.. Sx¢i Ij �f "(SEE SCHEDULE ON `W/ 1/2 20 Y.HEDUtf Ox 5HEEE IJ) 1. Slim 13) NUTS a 12' O.C. �.� I Do 14 1E0 I1/C'V 20.3 4'$ 5 T/z.J _ f 1/2>—' a NGG 0CtenDO s ,IMr 79 E a,• .2S0" vu, : 3 4a IS `E• I0_-. �) I .250' Uw. 13 an I j 250- OMIONAL OPTIONAL. i �l E"Ea NG i� � 0 t �I '" OR `•" MSPN6 MIN. SEFNUMEON 70 CLASS I 4w. SEPAGf10N To GLASS I 1 LVSS--- F_(SEE SCFEDULE ON SN£ET it) ebSTWG 7(SEE SCHEDULE ON SHEET It) t ,I 4U5 a CA 11Y WALL HEAPER INST O HV WALL HEADER INSTALLATION (� BY —WALL H MER INSTALLATION + KEYSTONE Exl$TING 1 NIN, SEPAWTWN TO CU$$ ro aAR (Us 1 1 OR d� NN. SEPARAhOH 10 LlASS 1 FXISi1NG----(SEE SCNEWtE ON SHEET 11) I `Aroma Cd S V. �, I `(SEE SCHEDULE ON SHEET II) GLASS ' avaT ,o mE I s , 1. Exlmxc \ GRASS-- _ f OPaOtUL , TJI' Nov. E; D.• E.L... _ . - I ' I I M., f OPDo I l j 5 E.D.* •�—I i I --Q I$ L ------ 1 2- ._ 19 ce Los E.J 1/q'v-20.J//P S.S. 1 `ylrx Nl _ -- EO £O PHrWPS lP(15$ HEN) ( I/l0-20.J/A" S.S. PMWPS -COYCRiL AYC1Wft$ 1©cA1$ MACHINE SCRENS 12' „ CONCRETE MCHOR$ L_1/-'020.3 NACMIN£ KWPSS (SEE SCHEDULE ON SHEET 13) i• 1/^ -20 NUTS O II' 0-0. I -(SEC SCHEDULE OP TRUSS 1HIM NUTS O )2' O.C. POURED CONCRETE j Us. POURED CONCRETE SHEEP HE CaxCReTE DLa<N 1 OR CONCRETE BLOCN n REDURED iSR+CaOC ANCHORS R£WNW (Di HY WALL SILL INSTALLATION ,mrmaoN ,RED CONCRETE— u) (HV WALL SILL INSTALLATION oR OLD"wAu RCW:6E➢ O HY WALL SILL INSTALLATION MOM FOR C�MRwgnON OF �.fNGN�: 1- SEE SHEET s FOR IwNIL GlI,mM jI INSTALLATION DETAILS W/ 2-MOASSEMBLY ' E 0. + EOCE OST4,CE . $ . MN ATAN$ DE N6E FYIR (,J) HV BLADE IN MtlU AY T SUIT CAN BE COMBINED (SEE SPEanCAhONS ON $HCii 1J) DUDE (1�A IX. SHEET f4 IN MIY WAY i0 SYIT I4Y INmAL1Al10N, t rAA x R A. tit FLORIDA BUILDING CODE (Non Hl9h VelodtY Hurrtccne Zone' Tl •••• ENS�••••• ✓ 0"17 iIYG ¢i[C0. . 02017 EA$IFRN MV& SUPPLY, INC. A,E LiC.• -y q io A V,M i 1 p .S. Accordion Shutter System KV. MADE #1 W/ CR W/0 KV. WINDOW MADE American Shutter stems M N MUGG" x wtE ,a sr a : 'T4 AAA TILL17 TESTING 8 ENGINEERING COMPANY nc �•'••.. Ola14A; ' �4;'p 15 N I- w(3")..L.... v,a 268AssWaallo cl Inc. T o.A is-oss 1/27J1 OaE: oTJn/n Fneoa : (3o5) .0l . Fw ; Ooa)eTT-mn 4268 Westroods Driva a �sS/Q�AL a-mw: wlccee,v,cam West Palm Beach. FL 33407 s, DRAWING No C. � UU, 17-107 ^SU xir✓••�, wROP1.AA L% Ui67E• P.E. SEAL/SIGNATUREJDhTE 3 SHEEt ° 6 OF 20 FOUREO CONCRETE PEWtRFD%� CONCRETE MoHoRS (SEE SCHEOU(E ON SHEET 13) CRCN 1 3 Exln,xG GLA55—� SONfUXOu 10OUNS ass i Blusd)6® \CCl HV CEILING INSTALLATION EASING GLASS G- (4 BY -FLOOR INSTALLATION t ORe HEX wASHER HEAD, n 012'oC ANCHORS DUES ON SHEET 13) i t, �r ECGE aF + SUD IF —e. a..-_.� HEAD CONCRETE ANCHORS SCHEDULE ON SHEET IQ I V .... w4 I'A EDGE OF LAD IF APPLI u NCRETE ETAT HEIR CONCRETE ANCHORS AURED (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTA eTION AUD ONLY FOR UP TO ♦70. -79 PSF A.SO. DESIGN PRESSDPE RATING A FOR SPANS PER SCHEDULE 13, SHEET 11 NUK + 3fM/NT I.T C Fq'WAk K,V p.3 a, paE rrnO I ON j i f r 1 wiS R HFM E, O! 1 sm n Em wr Sj�a } -1/2- /i4t3/4' HEX HEAG - 1 3!a- NON O 12' OCR f.I I' //�� cW. SUANT 1 l --� NA14• TEK SCREWS 0 9' O.C. + ' I I3/B ll OR 1/4'P-20 Y.S. )LS CONCRETE ANCHORS / - 6 ,O D! Pue3l4- _ w/ NUT O 9' B.C. (SEE SCHEBUIs ON I.I!/ r % O 9' 0. C, ___ ++ M v '• '-fSs w USar , ly0 N+rta i $NEU 14} ,/ t/2 , e Is- OL % 17 DA T8 fl2'�- .I• I �alsrva He" m,SaNA, + ^ FOGE u f " 17 16 n 2.00 OMIN WNl Taw POWI41NE SI.A8 IF } i ''� I YIB"—L_1 )/e t. MPUCPBIE 4 ) \\�/THJ/4' F.M. sDs. • . U.N. .Sul L_^ `CONCRETE ARCHERS `CSC[ NOtE 13 D) .. 0 9" O.C. Rf0U—MNNPf9 �� Eb. POURED SON (SEE SCHECUIE ON ON SHfEf , ( SEE N01E 13(9} E0. 9R CONCPEIE CK SMELT 1.) PoUPED CONCRETE OR SNEfT 1 ., PEOUIRED OR CONCRETE BLACK �t ;PTIorNu- POURED N-� RECUiROD KEYSTONE MOUNTING INSTALLATION eTT RCECECURm V OOR INSTALLATION © HY WALL WALK -OVER INSTALLATION ©w+•W�"A ASD. cEYCR PRESSI ON WKwW S,NMX SDA B•-G- GU D LL 0 t }M BE E. 0. - EDGE INSTANCE t!D}AOVABEE MCI vwEri pFGf'�`'ORNE[I I- SEE SHEET f FOR I'lPM SHUTTER (SEE SPECIRGTONS oN SHEET 13) 04�CENTWU.*" OPERADLE EKH a SEE e LM,j[ATa1NNSHOF USE MR INAWASSEMBLY t(1lF�j.'` INSTALLATION DETAILS Wf 0) HV BLADE 2- me 14UNC SECDaNS CAN BE CWAeNEb _ !N ANY WAY TO SUIT ANv INSlALLATON. RE 1w ER A. FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zen 1 `,CFrs ., •✓9 x2017 mIECC, INC. 72017 EASERN NET, s�PPLr. INC. 1T- El co- A.S.S.A. e A TAI Accordion Shutter System HIV. 961E #1 W/ OR w/0 HV. Wlpgy g/�[E %l' TILLIT TESTING k ENGINEERING COMPANY American Shuff SY9}sM9 m DESOHMON •Q• I\ DATE DRPMI BY: LC. �+ OR IDP : ,4� Y ua Mw. eam. s<. w. .aa, x a uvDENs. nalNv. yr Association. InO. I Ow is - LA a Flpns: (30Y STf- 08Y T >1 GR: 07l2)/1) Ei'/ ~ e-met�srate:oeaasem s)871-13]1 4268 l4astr0h Drive : pHALEN,,T+' D-WSn9 West Palm Beach, FL 3340T 3 DRAWING NO •••�••••, WrtoRpa Ll.Ai.faiE ' 17-107 P£. SEAL/SIGNATURE/DATE s SEE END WALL CONN DETAILS I SHEETS 10 4 IS .r-• SEE NOTES av LO<RING RODS SQ , Nv UeeR,p x oUT IN �E%IS MGG S$ INSTALLATIONS W/ a) HV Nn AL ERUE NV Le"ON S a. BLADE W HV CENTERMATES **EI IRA"�"PPU OR,T,E ECNE 1 % CEefFRu.%TE5 APpaURa»WRN BUOE�i OR �10•�5 r•®-�3a©•©`" SEE T—ExIsnNG Gv55 END WALL CONNECTION ®'0•�°"©•O-®"' 9ETAILS ON SNERS 10 & 18^ Ar1cE 1/4'% TmcoN 1/2- Maps R. i 'acareRErt ©•® I MET YC 1Top/apOGM) a ! A � NT TES (•)Im.+ri• SUu S. To TusE� 1 f+ms/•'s.Ms. o fa• jf CE ER A IS MI PARANaN 4i FP[N FNGIE (119)' / O.G Flllt IENGNT, W V D, O V OL• Or TG 5 ) ///••'��� (SEE SCNE E 0i 3 rJ 1 / v rJ * I AI ON SHEET 11 1— - — - — - — - - -- — — -- - — — — — — - * 3 ®" LID LID o•®«®.®n©.®a HVA A� HVB a®a oUTOR, ®@�!J HVC POUR aN<REaR ©'O • ©v©•�' ®�I t—E%15TING GL155 %I5itNG �' �°• �' ®R^©' ®<^ I _ _ _ _ _ 1 O • ®6 •^ ®' �vv ` N ETE aLtlCN WALL wss I i • CENTERMATES -- — C� 17 `"�6-p •-®°` �' Oq O`�a 19 •- `E%ISIlN IN NM. GuRR ➢OY— — CiASS TO GLASS I 1--^ — a®�®-- �� V D 6 OPT1rMxl �© (��v© ®vO•®°` ($fE SCNEWLE 1tiA MM' $£PARATON� ®v I'/y* GNTEPoOR) 8 p+ 9 • a I 5 ON 511EGT 1+) To cuss \ I N opaoNu : 3 %. ®• ® _----7 (SEC SCHEDULE ON $Nf£r IQ (I4TERgfl) - '— - - - our ------ ---------------------- I<aN<RETE * -O ANCHORS1 3 ES 90• ` * oUT fi 1/2- MAX. S1 x i I oUT (MERIIOR) HVE C V HVF** HVD 1,1i1r,rrrA.,,., FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone A•TT1 �:'•�1C EN$."' V• eaon nLTECG. M. ®m1i ¢ASTERN uETu super, Mc 11 = BERTHA Vi,n IL�C O A.S. .A� Accordion Shutter System > * HY. RODE #1 W/ OR W/0 KV. WiNDON EtADE TILLIT TESTING & ENGINEERING COMPANY Amar)ccn Shutter Systems v. u ogGgMpN o1rt BY CPU : LG `9l AN 0.104 I1tl. M:A R.. Su. ]M. VIdiMA 41 Pv, rt. 3Nt Associaflonr Inc. , oLo 1s-Gas rynp a.TE: oilsln e n-1530, N.; (aos)en_,xA1 4268 Westmoods Drive x. .`sZONAL r °-!"s71prm" West Palm Beach, FL 33407 3 DRAWING No Fh(xas7a rern•• WWER x mm ar. p,E- • 17-107 P.E.ISEAL7SICNATURE/DATE a'oAZA N`' 1 44157 ° SHEET fi e nr 20 ALTERNATE NS 0 " " LOC 0 MALE/FEMALE "T" LOCKS CENTERMATES 8-HV 99�8 OCKERS fit/ M HV BLADE SEE ENO CONNECTION OEEAIL ON SHEETS 10 A 1e OUT IN ,� euc[psva ma vo, mmun0 cv s m t I w®oowb O ®w rs wxu a m*.s>nx ncNwc evac monxa Mn.xn . w 6 • ] e w 10 • iu.xslm av mT srvm. ur e[ a[m n,tv ms .ummv. � Il to •6�w.69i•�wrfil.if0w am ro mn" 0 * [EE NOiL 6 fOM w/ IOCM® . Y a0.h( Ov eXc1•i s. f sua as.. 4ZE SM[[T NN5[Af. F.1M 1 W30. 45 4/RViICiWiD BI 6N[L CIQNM IGfOFrv. ON6FKM. IIIM AERSCV mm. cn [auL L----------.-- Sus o �Y rua awn. ®0 HV "T" LOCK (OUTSIDE) --------._--------'" vr oUT 1 /4" 0-20 • 1 1/2" S.S.M.S. W/ 7/8"0 a 3/32" WINGNUT. , ,. v* o1017 nuCta, M. �LTTECO TILUT TESTING & ENGINEERING COMPANY n sm, W wens. rawvs ss wprv, : (ssaml-.v. Fa e ra.: navai,_1s31 N "1 P.[. O[. E u107 INSTALLATION n HV BLADE W/ HD CENTERMATES Cif a . 3& OUT wwP -Q HDC—HVC Syl4METRICAL HD CENTERMATF,w SYMMETRICAL HD CENTERMATES w/w � LocK tEX RIORI W/BLOCK (INT RIOR) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrocds Drive West Palm Beach, FL 33407 ''mvsma�mn>amp sro®wao ws�.s u.�srsu rtarm eux6 ava .ro..s " wm ra ua a+rtw.m wnvmas my ewrO Hurricane 2017 Accordion Shutter HV. MADE #1 Al OR W/O H.V. WINE NO RDURED CONCRETE OR ----- --� CONCRETE FLOCK WALL REQUIRED CONCRETE ANCHOR...'' O 16, O.C. �EgSTING GLASS 1— — kN. suroAn0+ E041+ EO TO GLASS (SEE —.. 1/2• AtOVt)2' S.M5�1 A10.1/T S.M.S. _ O 16' O.C. �A 1 OR & SEE FETAL % FOR SIDE CONNECTION w 6 ) w 8', 10 •®^ TO IRPMS r. [xArsnNc cuss !_ ✓uu . WN: U; a .W CONCRETE OR CONCRETE OR CONCRETE Kau WALL RECRI 'r BLM WALL REOURED �E%ISRNG GLASS ) ( I EKSTMG GLASS ro, FA -j SMfO✓.L w 5H MN. SEPM It TOR EMEOA1, 1O GLASS (FEE ON 91FEf Is °al SGQUE w SHGET ' M A USE i• OR 2• PAUL AUMwU KAEL AN6L)/ 6 xO (6063-T5 ALLOY) AT MIDHnGHT (2) 81on /T sN.SI top& \ (2)OOONG ANCHORS t0 SEC OCYAI N r WALL AT pi -O.F (LOGTE AT (D OR ®E SIUE CTOV TIZkC 5 1 OR GATHER SeDE OE E DETAIL 1 e 6- 7.8 ((Ia� sL'�� SIDE CONNECTION 10•®'©'�©'V �^ 6.^®^©'SLY^©•®^ TO IMCKS CONNECT_ p ®��•7�L Q® .END CONNECTION DETAI Q rr D C� ONCRETE OR I. CONCRETE BLOCK Vtµt— A REOt11RE0 "I I100/2• S.U.Sr ....._..._.____'_.... O t6. D.C. EXISTING GLASS —r'S ♦ REQUIRED MY FOR VNI aRGT[R rqI . 2• NiN s(L 2' NIN. l ♦ G[E UURAT10N5 OF USE FOR eLAOE ®ON SHEET IS ©Vx®un®ux® © 6 1 OR OR i OR 1 OR j VIEW Y --- i L 1 OR ®' OR Q9� �9N DETAIL X RouRED caNCRE1E oR CONCRETE sum WALL ®^©.�. .�.®. 1, ®^©•Q^ eQw®•®^ END INS REQUIRED IOa®^®•� •©>®^©•i©•®^ 1 "INSLLATION �©•O'®^©'O• ©•O•®w©•O•®^ (1)HV BLADE OR WINDOW BLADE INTO END CONNECTION ®'' DETAIL Q Q•®.®•®w .®w ., O6•®^®-®-�•a CONCRETE OR CONCRETE BLOCK WALL. r C —^ © FLORIDA BUILDING CODE Non High Velocit Hurricane Zone' ` xltt V�✓'�`' ENS .•. ' 020fa T1TEC 02017 EASTERN METµ SUPPLY, INC. �' * SSA °�' 1 L p �+ �+ A BERTHA VTIA Accordion Shutter System q% �,,,/ t , 90 i� cmC4� TILLIT /+� a7 �7 M ■ ■ ■ ■ American Shutter Systems Nv. iADE �t w/ ORw/o xv. vArmv MADE �Q' = i0A1T1AA ' 4Y ASAT TESTING Ar ENGINEERING COMPANY mss x.R. _aw U. s.. em, 1+w. A cope¢, peRp Apia Association, Inc. W. x 011. OI, DATE I Me t5-085 7/22/I --•aS--+�--+•—•$-� -,�S/jJNA)_ �•tjii FZ_ : (iDew'-Q . Fw ; (rps)en-mn w°ce°i ai,s`CO'^ 4268 Wes,,—,. Drrv¢ West Pahn Beach, FL 33407 r a DRAW�AING Me rljl "~� IflAsa'rr NAtRfl A i4U1 :t. P.E a t / — t 07 O [ G[AI 1CICLtATI laC Innir MROA LA I 44167 y ^..�— AIMUM 5HUIILN 5PAN- L+- OR "L-" MAXIMUTA SHUTTER SPAN, ). FOR INSTALLATIONS W/ X111IRMATER, & ®or or OR'L--' (Aj FOR ' ONE M.V. LOCK ® or ®or aT LOCK ® LY/ NO LOCKING RODS�i INSTALLATIONS W/ or CENTERMA4@ 28® 29 W/ ONE ONE W LOCK or W1 NO LOCKING RODS I�DTT_ LOCK 3p W/IWO LONG (SEE NOTES tft) �FrtD6SVRF 440. MNI Ixi WA4 MOUf1TiNC fLOOR/CENNC PF�S'-W` wILL UOVNIIrc: bwf.) NOl1NNNG PMND k UWvxn6 AXIMUM SHUTTER SPAN* "L+" OR "L-" (rt) INSTALLATIONS W MATEC & W/ ONE AV LOCKS OR W/ NO LOCKING OOS AT NAUD FOR NoUUTUaQ SHEET T) CONCRETE AAa ryp MTAL UCNS PRE RWR/CDUN�C la"Alpr, f+ Cx -) rLCCR 'ALL 4WM_ R9 pJ JO W-a low J5 W-2" 16'-IO' 40 14'-2- 45 11'-4" 50 12'-3' IS-1. 55 IV-1.II'-11" 60 10'-2" 10' 65 V-5' ID'-1• 70 W-B" 8-4• 7S 8'-8' ✓,p NCTAII ARON LEGENC CONCRETE & MAN WWOODSOR WALL A. 0. O, D, E. fA. N. 0. P. O, MOUNTING F, K & L R, S. & V. FLOUR /CEILING MOUNTING G, M. 1, 11, U T • U, W & % & IA d IAAIORUM SHUTTER SPAN W OR 1--' FOR INSTALLARONS INTO WOOD SW" BE UNTIED TO 105 psi, AS.O. DESIGN PRESSURE RATING. HRNER CENTERUATE 93 MAY BEUSED AT ALL INSTALLATIONS. LOCKING SPECIFICATIONS AS INDICATED ON MANDATORY CONDITION #2SHEET 5. tt EXCEPT THAT Pmmw SRURER SPAN Zv OR'L--' AND MAXIMUM AGO, BESm'0 PRESSURE RATING MR INSTAULAVONS INTO CONCRETE OR CONCRETE BLOCK < BE UMRED AS FCUUO . 1- CONNECTIONS TO 9UST014C MOUNTING LIMITED TO +64,-72 D.s.i. AND 8'-0' SPAN• SEE !MOUNTING @ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE FLORIDA 81 02017 RUECO. MC. iTTc o A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shatter Systems COS x......, s,, 5N. 5C5. MRLAN puma¢ Ham. ATM Associotlon, Inc. Mm ! (W5)071-15311 , fm I NIMR 71-I$j1 4268 Viestmods Drive e-mw: CB-Lfalacapem7..mm WCSt Palm Beach. FL 33407 w4 A 10 44 P.E. ftmDA U, INfi/ 44167 1 (1) L+: NMTAUM ALLOVABLE SPAN FOR A OWN POSRNE AS.D. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A OMEN NEGATNE A5.0. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETENMME IA mum SPAN FOR WALL MOUNTINGS (TOP/ROTTOM) OR FLODR/CEILING GWEN A POSRNE ASS. DESIGN PRESSURE RATING. OMEN AINNEGATIVE IAS.D DESIGN PRESSURESCHEDULE. RATING. DETERMINE MAXIMUM SPAN -L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EDINA TO THE MINIMUM DETERMINED SPAN BENIEEN 'L4' AND -L_• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS VJ/ rLCOR/COUNG MOURN AGS: FOR A GNEN POSITIVE A,S.D. DESIGN PRESSURE RATING: DETERMINE, L.+. MAX. SPAN FOR WALL MCUNRNC MSTALIATIONS. L.2+- MAIL. SPAN FOR BOOR/CEIUNC MOUNRNG INSTALLATIONS, FOR A GMEN NEGATR,E ASA. DESIGN PRESSURE RATING: DETERMINE, LI-® MAX. 5PAN FOR tVAtt MOUNTING INSTALLATIONS. V-- MAX- SPAN FOR FLOOR/CEIUNG MOUNTING MSTALIARON$. FINAL VACUUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM BEry W 1W. 1.24.'1IB AND 1s-' (4) W TO ANCHOR SCHEDULE VAIN FINAL MAbMUM ALLOWABLE SPAN AND NEWTNE AS.D. DESIGN PRESSURE RATING TO DETERMINE UAXINUM ANCHOR EASTERN METAL SUPPLY. INC. ACCordion Shutter System KY. BABE RI W/ OR W/o H.V. WIWW BABE No 107 a•aua m ' ursaw nnm 0 ommmopo a ®Mo�� m®®mmno©moo om Dww"Ma mJaoKoowo�ioppo • omm�®0000t7 MHoo®OOoo m mmm mm mmm® ®�©�IommQ taim00090 Mo®000�00 mm�mmOQQ 'mmom minim®e®0QQ m 0m®min 00 OO�E0o aQmmma 10v Qo a EQN-01 WALL MEAGER MWNTING mmmm�p'nn npo .innn lomoOooggo Im moOoEN mm0 om�iO�000n�0 ®m00 m�pp ®mOO®�o�omm�®Om pq0 m0 OQO uus s �m0m mmmo'�ig0�ei� mo�Bpop �a•m�me�mm' OmQQ mmmQmmommmmmmm �mmmmmQOmmQm �mm0mm��mmo �� ®n ®m mQ min pQ mm'm ®QQQ mm•m 0m000 ®o00Q�s�67®mQm� rnQOQQQQomoo�iQQQo �QQmmQQ mmmQaQ mlmmo�OQ moo a ®000mo0 0000001 Or �.00o0 W11110 amQ Q I� a QmmQ IQQ Q® Oil Me min Q� i, QOm�oi� E.w wuuu � am mm000®mC aeemmmmccmw., 00o0o�omm��00o Q ®poo�mooQ�oppopgoal QWm00mdQQmm�tAm®oO 0®mo ami oIQ���m©gp000Qp LJQ'1 QMuQQQgQQQ 9I���o�EE�oe�o� om[ivQgOVOm®OOQOmQ �awuaara�L•auuEs�OG ,� omQQmommo� Qmo mo0o00mom000 o�pm��T��'000 Qm� �mmsQioAo �mo��po� ��op�0v0o iia mQCpp�p�pppQQppQo mmo�OOopOmO®Eo mmmmm o�00m00oo0�ivo000�� m minp QQQraaQQ Qppp�oo�oopQp®OQ�ioI fOoom QOQQomQQQQQQQi QOoomooPoioo"i0oa�i®ool Q mOQgOQOmmOQp� _ _ M M017 )4TECQ IL ECOINa. TILLIT TESTING S ENGINEERING COMPANY �• t 0.155 XN. J6N. H• Su. !16 15 . r..1 ! (3M)8 1-1531 (J0 C)CT-IlJO . Cot : LJ55)Bb-rlJt el.cem -moo 0m0671e EN��r1°1 W.TUR Ar. P.E. NATURE/DATE nomw u 0 14107 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TAPPER+ 6 • SEE ANCHOR f SPECIFICATIONS • ON SHEET T} V) ! 4 ♦SEE LIMITATIONS OF USE FOR B1ADE ICA} ON SHEET T9 HV BLADE OR C1� HV BLADE 5 )'! ) • 'S, • a - a5 _ _ . - ! 6 - ) _ JA - - • J - - 3 ' s B •.5 — W/ L16 HV WINDOW BLADE ),5 _ = WORKING IN UNISON u000m mom=1 sw ww A S S A • • • • American ShuRer Systems AGBGcia}iont Inc. 4268 Westro0tls Ddve West Palm Beach, FL 33407 WWW-h-Z"-m Accordion Shutter System HV. ®ACE g1 W/ CR W/O H.V. Yd)' DOW RACE r,. R mu,m.. G,En s,.; L 1 0.'D 15-085 /2) l wrt: OJ/2T/T7 T 5 DRAWING No 17-107 a SHEET WBIVD DTIGSII/Mlpk]C B10.X .._ __.....___. _.. _.. _.._..___.a P¢NQD OOM2R cuu SENT (g)WALL SILL MOUNDNG QCEIL)NG MI ON BOR OMOOMINO (N IISP, (Qp lY 149sLW3 I. ]p5 \SA JO Cf9q ♦0 MNRd 60 >S flxmu. W f20 M)tp f60 _p 305 JO N9W ap 69 R. TS gfESAy[ 90 1}p p3i[IO 16p 303 ]0 a0 80 ]S BO 120 t W 3'- I♦ {♦ 13 12 10 9 10 9 B B d S S 5.n 6 f1 H 13 12 10 10 9 0 8 6 B B e 8 B 8 11 1• 13 12 10 10 0 0 n 6 d 8 6 6 9 OR EE 1♦ q 1p 9 8 B 6 6 11 1} 10 9 0 0 8 0 N 11 10 9 B B 6 5 1♦ I] 10 9 0 8 6) la 13 10 0 B n 6 fi P 1] 10 9 B B 6 6 f1 12 10 9 0> 53 35 4 1♦ 12 +0 9 B 6 8 0 u II 10 9 8 0 0 4 d'-0• 14 1] Ip 9 0 B b e +} 10 9 B B 6 8 11 13 f0 9 0 6 6 S.S U I3 10 9 e 6 6 4 P, 12 f0 0 0 6 6 {S f1 12 10 B 0 6 1 J.S 1! 12 l0 9 6 6 6 1.5 1♦ 12 10 9 B a 8 53 1! 1] 10 9 6 B n ♦3 11 f2 10 0 f1 12 t0 9 B 6 6 3 11 R 10 9 b ) SS 11 13 10 9 n B 6 p'- IS ID 9 6 n 6 SS H q tp 0 0 0 6 {3 H 12 10 9 6 ] • - 1♦ 1] 10 9 6 e5 5 AS 1• IR 10 B &D 3 ].S J f1 12 1. B 6 ].5 43 - H ET 10 9 6 B e ♦.S H 11 10 9 6 6 ♦.3 )5 1• 12 9.3 1.5 0.5 1.5 - fp 9 0 ).3 53 • 4 13 10 0 6 6 4.5 JA 6-0 11 13 Id 0 8 6 6 - I4 12 IQ 9 5 6 6 3 P 13 10 9 B 65 S J.5 N 11 10 0 ].5 10 8.5 ] 54 ♦ 3 1♦ I] B 6.5 53 ! ] 1♦ I2 10 9 6 6 . . b I3 10 9 6 63 S AS I♦ 13 IO B.5 n s a 1♦ 1} 5 6.5 bA ] - - 1! 12 10 9 6 63 1.5 3.5 1♦ 1i 10 B i ] S.s ] I•_G. 1♦ R f0 0 6 6 - _ 1• 1] 10 0 B ] 5 ♦ 1a 1] 10 9 TS SS ♦ J 1] 9 73 6 IS AS - 11 0.3 ] 5$ ♦.5 15 - i• 12 1D 65 ] - - 1♦ 13 Ip 9 DS 4 H it ] 53 - - t• R 10 9 ]3 5. 4 14 1} 9 i 6 E 3 B._p. n I2 l0 9 e 6s W. - - u 1x 10 9 - 1♦ 11 Ip a ]s - 11 13 AS ] ] - - 1{ R B 63 53 4 J 1.593 6 5 ♦ J 14 1} IT ].S IT 8 1• I3 93 5 63 S - I4 1} B 6 6.5 ! U 95 6.3 3 JS ii 13 10 9 6 - - N 13 10 9 LS 13 - - 11 IR 63 i SS ♦ P tL5 ]3 6 ♦ - - - 11 11 ] S.Y 3 ]3 - 11 p S 4.3 ].S - - 4 @ 6 6b 4.5 q [2 AS ] 95 1 - U 10.5 1 Sb 8 ♦,5 - IfA A5 6b 4 1• I] 9 I ] 6 4.5 � - p Il ) SS 4-0 15 - LD•_p• la tt 10 0 ). - N 13 IIf n 5.3 3 N ll B 6 Y 1 11 I l ]3 SS - 11 11.5 9 0 ! 1 25 9.5 6 5 ♦ 4 _ _ las 6 s _ _ _ _ 1♦ 12 a es 33 a - la w 63 S 3 - 3.5 03_ 9 - - - - t3 9 6 !3 ♦ ] 0 ] 19 J.3 ] tt 10 9 - - - - H 10.5 i SS Iy - 1.3 BS 53 ♦3 1]S - 9.5 i sy 1♦ 113 JA 5 S - 12 0 n 4.5 4 12•_0• _ - _ MS SS 4.5 - - - - If 6 53 ♦ ]3 - B 6 • ] p.p 1.5 4 4 0.5 a 1¢5 > 0.5 63 - it n3 S3 Ip 13 - 1X-0 11 11 1♦ 113 i3 6 9 fS 9 6 l3 1W 10 r3 5 ♦ J - ).S S.S ♦ 3 ]s es - - - - _ 1z 6 ♦s - - - 93 i s ♦ - _ _ _ e e _ _ _ _ _ u 9.5 a3 s _ _ - p3 ]s s ♦ _ _ _ _ 1/•_D• 1♦ 11 _ _ _ _ _ _ H 10.5 ] 15 _ _ _ n 6,S SS ♦3 - 1+3M14- 1. EOO 011INCE VERSUS ScNEpuLE FOR, ANCMOI NANMW A CNOR SPACLNGS OF NMI FOR EDGE p$1A.1+.,£5 'NOIGhD GROW. POET E. 0. 'CGS MAY THE INMODMD, REWCE NICHGR SPACING ^PACING S.M On BY T.E REWCEEOPSPK GGEMARAED OOl nN FSEOR SH L NOT BE MSRPIR1LMWIDM M SP ASH:^r INDICATED FOR UCN CNOR TYPE. ACTI FACTOR EGGS ININANGE TAPCON TOWN WnH ADYA`CCD THREADFORM TECNNOLOGI' ALL POINT MUD SET BLUE TAP W/ GP TAPPER + MIN. SPACING 3 ] ♦' 4 [D, MIN. 9PAEW0 3 MM. SPAI m J' MN. SPACING . J 1/I-coi' 41N. SPAtlxG . J' C06-a A 1W'® ax OSIDSIE SOOT MI ETC BLS A POURED LDMRETi R NIaD @,pS1E Cps BAIX MN E¢•Y 1NL [a.S iR' MN E0..21/r I/e MN FL.JI WINRETE CLOCK Mx EIl.Y M'N C0.•J I/2'Mlt Cp.j t/T J' 2 TA 0.90 to OAB IA H)AI 1.p 2' 11 2' 033 P P 12017 IUTECO,I"- TILUT TESTING & ENGINEERING COMPANY a5as na, Neu. nHpAwa+6. FLrnw JJ '1{I\ POow : (J0S) 1 5J5. oa ,, P: (JGs)e]1-i5J1 .I - -mot GMw01al,.gm EB-0M6r 1 rrPIGRI A T. lt. P.E. Tare RGRIDA W. r 11117 1 A.S.S.A. American Shutter Systems Assoclation, Inc. 4265 WDSLMODS Onw, WDBt POIrn BeOGh, FL 33407 uk wrYLT. INC. ER VTM Accordion Shutter System N.V. MICE #1 W/ CR W/0 Kv. P NWN aAOE 17 NG PaDRm �,E POURED �N�E Guam (X) 1 WHx OVER G 1 Tltll,'CN td1NG 25M MCOaC g3[S9.WF P.4R:0 ]0 10 fi0 ]a g0 110 160 205 ] RNNGVARO MOUNTING O W O 'u=/ROOR MOUNTING ©WP11/WA[K OVER MOVNTUIG ♦50. IXIM MAA.M iP.24t0 haft; `A Itl BO ]5 90 ITO 160 x0.9 SA RYA NELIR2 PRfitt.0 -W 4fl 60 )! 90 PA1N. IM 160 20s 4G0 COF X RI m b 60 MM PR9A MRA JS BO I1O 160 ( SO! 3-a- I[55 U 1• a 12 IS 12 f0 f0 10 8 8 9 0 B d! B It b 6 p D 4 6 1P IS tx +1 Ix 12 f2 12 1] J2. IS 12 4 +x OS Ib 13 B eA 9.3 6 ) ♦S ) ) i)] ] ] ) T t T) J > J t 6.5 5 9 5 9 ! S! 5 a 4 5 5 a y y S 1♦ 4 10 9 B B 8 5 11 1 12 11 12 10 J.1 B J) J ) J)> a 3 3 5 a 9 4 9 1• ❑ 10 9 8 p e p Ix II +3 11 f3 p.a 63 ! J))] ) J 5.5 • S a a S 5 S 3 4.-0. N 1132 10 0 8 8 8 6 13112 5 5 S 5 5 +♦ 13 10 8 B _d a p tT 12 R g,3 e p ♦3 33 >] J T)) 0.5 3 3 3 _a 3_ 3 S 3 5 S P II 10 0 0 B 4 6 Ix +S E 13 10 J.3 53 1] ] J>] t) 3.] a 5 a 3 3! 3 5 11 f3 10 9 8 @ 6 p 1] Ix 12 11 0 > 3 J ) ) ] ) 33 ♦ ! } S ! 5 5 5 1 ] 5•-0 1• 12 10 B 8 8 8 • 12 12 12 12 10 >.5 13 ♦ ] > ) ) ) T ] ) 5 5 ! 5 5 s 5 5 i• 11 10 9 B B 6 8 f2 V B3 Jb 8 •3 ]! - > ) ) ) ) ) 5 15 a 5 S M. 5 3 S ! { 1♦ Ii 10 9 8 8 n p 12 q g.5 B 6 l5 - J]] J>] 5.3 ♦ S 3 a S a N 12 10 9 B B 4 6 rz 12 12 L! 9 ]3 53 ♦ J > ) ) ) ] ♦3 ].> - S 3 S 3 5 •.S J.} - 6•-0- H 1♦ E @ ID 10 9 8 9 8 8 0 8 6 6 e t3 f2 @ 11 12 8 10 8 B 5 6 •.5 3 SS >] )) _) l ))))> J T SS ♦_ 5 s 9 5 5 3 6 3 S 9 5 5 5 4 5 3 f♦ 1] 10 9 B 8 6 n R I3 I0. B 63 S .1 - J '] ] ] ) 6 ♦.5 - 3 S 3 5 4 ! i.a - U 13 ID 9 0 d 112 110 1 It GS 5 lj1l -)) J p.5 3.3 ♦ S! 3 5 S 1 3 7.-0. 1♦ V 10 9 4 p 6 n f R 4 S ] 1♦ 12 ID 4 B a 6 6 13 BS 6 M' ] U IS ID e d 6 6 8 12 11 BS l • -- T J)]) s ! 3 S a 5 s t) Ix Ip 0 n 8 6 - 13 13 0.3 55 J - ] t ] 33 ♦3 S a 3 s 5 ♦.3 15 - B,-0• H 12 10 8 B B b- R 12 03 ). .! 33 -)} J J>] l♦ 5 5 5 5 S 4 5 1• +x 10 B e B n- 1i g ♦s • J-- J J> T 53 1 s 3 s s s•] _ +• 1x 19 g 1 d I d n - a n 11,51 n Is 1,111 - I - ] ) J >3 6 ♦s - a s s s ! dy _ t{ Iz 1D e e a0---: - 1x r3 ]3 e - ] J 6s a s a s s• J 9,-O. 14 IT f0 D p B - - 12 Ix 9A d5 !,5 Eli • J l ) ] ] ) 6 J S a s 5 } 5 9 5 14 R 9 d B - Oa 8 5♦ 33 -- -. ] i J 0 5 S.5 - ! 3 3 s a♦ J u 1x 10 ID 9 @ 9' - - u 1D 6s s as - - - 1• 11 10 9 0 B - - 13 03 } yy ♦3 J3 - - ] 53 AS 53 - 5 S 3 •3 J9 - 101-01 L 12 10 9 B 8 - - t3 11 0.S 6 3 39 - J ] J } ) ] •3 - ! 5 5 s 5 5 a 13 1 43 3.1 J - > ) J 53 ♦s - 8 9 3 5 IS 15 - H 11 9.3 n 5 3 - - ] ] 5 ♦ 3 9 5 5 ♦ Jb - 11•-0. 11 12 10 0 d 8-- Ix 1p ] }3 ♦.5 JS -- 3 1 T> J T ]3 - 3 5 y 5 S 8 5 4 14 12 10 g 8 8-- ds 63 • ].s 3--- J 1 6 a 4 3 9 3 5 u Ix 0 1 e e - - u B s5 ♦ - - - - J ) r s3 u - - } s s 43 - - - t• 1s e3 a3 •s ]a - - T 1 ♦s J! - - - s a ♦D xs J 12-0. 1• 12 10 9 I. 1I 9! 0} S ♦ J - ) ) T ) ) e J - S 5 s 3 5 5 13 Ss I• 12 10 9 a - - - B 6 { ] - - - - ) J Ss 43 3.9 ♦3 ♦ ] R 13 10 9 B 10 ]3 3• J)♦ 5 3 3 4 • 10 9 8 05 p a ♦ JS - ) 6] ♦S 0,3 - } a ♦A J9 J 1.}•-0• N 2 12 f0 B b - - - 13 C9 0 •3 15 ] - T ) ) ) ) 4A I• 12 10 9 @ - ) 8515 3 ) ) 5 4 J _ _ s 3 S ] t1 11 m _ _ _ T • _ _ ) T }s •,5 _ - _ _ s s s -,a ♦ - - - I• +] ID 1 - - - f0 )d 6 •S ] ] n s J S 5 4 J I4 -0- 1 ♦ q 13 10 10 9 g - - 0.3 6.5 B 9 5.5 J • J5 - 1 T T T J T 1 4- 5 5 T a 1 5 3 14 11 10 1 - d! 03 ♦ J T a ♦ b 15-0• H N 12 tl 10 10 - 9 10 ] )3 •3 5 J.5 ♦ 3 ] - - ) 9.S ] 9 > J ) ]S - - a 3 5 6 - 3 • ] I4 12 t0 _ p I S J - J ♦.! J S 5 ♦d 3.5 - ♦ 12 10 - 8 G i) 5 3 5 3 11 R 10 - &5 ,8,5 • S,3 - s 5 S.! ` IG•-0. 11 tt 10 - 8] ] •.5 15 J - ) ) ) ) 6 3 - s 3 3 S 5 4.5 3.5 - 14 12 10 6 ♦y ]- • f3 10 ]3 55 J! - - s ] ) 46 - S a ♦5 - 02017 ➢LTCCA. I=, aZ >r ILTCO TILLIT TESTING & ENGINEERING COMPANY vss "X. Jbu. 34 s,. 34a 41PG1M 440VJS. h. D h♦ Pnene : (305)871-+SJO , IP : (]OS)BJ1-15J1 11♦ b-maR LtlettOod.um EB-OJOb]19 WA M{Ji Je. F,C. IF,,FIM ttgi:04 yp. I 4♦161 WTAPPER+ R EDGYT • SEE ANCHOR SPECIFICATIONS ON SHEET 13 M Y FOR U>TO URE -75DESIGN PRESSUREFOR SPANS PER #3, SHEET 11 (1) HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Weetmads Drive West Palm Beach, FL 33407 INC, Accordion Shutter System H.V. MADE Qi W/ CR W/0 HV. WINDON MADE No 107 MAXIMUM A S.D DESIGN PRESSURE Re1TNG Cut) AND CORRESPDNDfN N.0.n1 U N OR cop a r/ 9 h D I FOR A GIVEN MAX. SHUTTER RPAN. NEGATIVE A.S,D. DESf N PRESc R enur pND A CORR PONDIIUG 6;OIJh^Tld • )voc (SEE MgUlmxcs CN SHEETS IC & n). �3 LJ BEE�TFRATE 4AYipo, '_V OR EV& 4'-0• 5•_0, 8'-0• SOUTHERN PINE N. 2 W/ MIN. G=0.55, DOUGLS FIR W/ MIN. G=0.50 WAIL MOUNTINGS CEILING MOUNT T MOUNTINGS M, N. 0 & R FLOOR W OU% SPRUCE PINE W/ MIN. WALL MOUNTINGS M. N, b & ft _0 R- 0OT.'WJ FIR NORTH G-0.43 CEILING MOUNT T FLOORXTINGS W & ®IM:M P�SFiK(p4 SPRUCE PINE W/ MIN, WALL MOUNTINGS M. N. 0 & R �M&H H65R,S6(v!I 10 40 60 )5 BO OS 12 ip 10 9 8 8 12 10 t0 4 8 8 12 10 Ip 9 8) 12 10 10 9 6 JS 12 10 10 T J.5 - - - - - - 12 TS - - - - FIR SOUTH C=0.36 COILING MOUNT T FLOOR MOUNTINGS IN& % 1/PL Q�p D% WALL MOUNTNGS P& 0 SOU X ry NE No. 2p0WUJ MRq. C 0.55R W/. MIN, c.0.5O B.O. WALL MOUNTINGS S2,V SPRUCE PINE FIR NORTH W/ MIN. C=0.43 9.0. WALL MOUNTINGS 5&V NU INE FIR SOUTH Y! MIN. G=0.36 0.0, WALL MOUNTINGS S&V ®dlf9KgII9FI u- Ul 0➢JI6Nd1R:R.[-F 30 6 fi B 6 6 6 6 fi 6 i,5 �IIID:X !0 16 6 6 6 G fi 5.5 5 {.5 4.5 W 1 6 6 6 6 6 t a 35 - - R'SJf TS 16 6 6 6 5 ,y - - - GtL 90 6 6 6 5 t J - - - WiJ OS 6 6 5 4,5 3.5 - - - - 30 6 6 6 G 6 6 B 8 6 6 ®,IM[f%NE¢4�GpUI !D 5 5 5 5 5 5 S 5 4.5 J 40 4♦! ♦ ♦ d { - - - 0.981gC6F®fLgfX.� DSlIHG1d pSR MM Ir�11120RY WGTS RIII4 WR G'I YJ 12 12110 R 12 10 10 fi0 11019 ]5 90 a OS 8 30 6 fi M 16 6 80 1 6 6 )5 16 6 90 16 6 6 5.5 05 10 6 S.5 4.5 30 12 12 12 12 12 l- 40 10 10 t0 10 10 60 1q 10 10 10 10 ]5 9 9 R 9 9 90 tl B 8 6 5 OS 8 8 6 5 3 30 6 8 8 6 6 6 6 6 6 5.5 5 {0 6 6 6 b 6 e 5.5 5 4.5 45 - 60 6 6 b 6 6 < ]S J.5 - - _ J5 fi 6 6 ,4 5 .5 - - - 90 Is 6 6 5 4 - - - - OS 16 6 y 65 1.5 - - - - - ]5 a! a ; a - - - 90 4 35 - - - - OS J j J - _ - _ - - - 30 12 12 I2 12 12 12 q 12 12 12 d0 12 12 12 R 1] t2 12 12 12 I2 60 12 @@ 10 [2 12 t2 t2 I? 12 12 ]5 12 12 12 12 12 12 12 12 Ly 10. 9,518 90 12 12 12 R 12 12 R L59312 10 9.5 as ]8 OS 1T 12 12 12 12 12 12 0. 8.5 >S 6 5 JO f2 12 1y 12 12 12 12 12 12 12 12 ♦0 12 12 12 12 12 12 12 R t2 12 f2 12 60 IJ 12 iq 1T 12 12 q t2 12 10 9.5 8S TS 12 12 12 12 12 12 i 10. 9.5 8 ].5 J 90 12 12 i2 12 12 i l 9.y 8.5 e 6.5 8 6 OS 12 12 12 12 i0 H 5 85 ].5 > 5.S !.S ♦ 30 12 II I2 12 t2 12 12 12 12 T2 11 i2 40 12 12 12 12 12 12 12 12 i2 0.5) 9.5 9 100175 12 12 12 t2. 12 1 5 t0 9 8 6.5 6 11 it 12 1? 0.58.5 9 tl T s SS 5 5 90 12 12 12 10 ).5 s5 6 S.5 d.5 ♦ { 05 14 12 0 tl.3 ).5 8.5 3.3 S ♦,5 3 - 10 10 11019 10 9 8 6 8 8 65 6 6 6 fi 6 6 6 6 10 9 B ]'-W 12 10 10 9 6.5 d 6 6 6 .5 a,5 ! 8'-0• I'2 10 10 7.5 J 8 6 6 5 { 35 e'-0• f2 10 10 9 4.5 15 - 6 s SS .S SS 3 10'-0• 12 10 ].5 { - - b 6 5 ♦ J - 12 ❑ 14 12 10 10 10 10 8 d.3 SS - 3 - - - - - - - - - - 11'-0• II'-0 I? I2 t0 10 5.5 45 - - - - - - 6 b 6 0 l5 { - - - - - - 13'-0• 12 10 - - - - 6 6 - - - _ 14'-0 15'-0• 16'-0• 12 12 R 10 - - - - - - - - - - - 6 fi 6 S5 - - - _- - - - - 12 f2 l - - - - - - _ Q HV BLADE OR C1i HV BLADE W[ fA HV WINDOW BLADE WORKING IN UNISON'* • Stt u HOBS a uy rCq mAnE � on saP I9 i NOTES ON ANCHORS REOUIREMENTS WOOD SUBSTRATES. I, µCMd4 To tot RAN OR MD x SOFFB SM.4L BE JS is EBee: 3. SYBSiRAR SMNL Q0BSBT OF 1HE FOLLO'MNG - 1/4'e TNKON IIiCMOpv. AS SBNBF Pcs By I.r.W. Bt111L£Y W/ MM,S, flew ss, SS P SSBD J.T -SOITNERN PINE 10, 2 W/ B-oN (NAs) -EBUOtJ.$ - W/ G-0$0 (NOS) EACH SECD01 ON SHEETS, IB 8 IL E%CEPIWII: SEE NOTE 2 BELOW, -SMRME'ME AS BORN W/ OwwD (NnSJ -SPRUCE ME PR SIXiN M/ B•0,]O 0♦B.5) 2. MORON iO HOLLOW CORM SNYL BE AS AN MOUNRINO ME U. CNEEF 17 NN 9 EoBEs, N -MM. I/2' Me PEWWO (INS .WA) UO SEAM AS PER NOS 2015 SPOEFKABONS, h µp Oos SN4L BE wStAl"O igUpM(NO µ. OF THE RECOMMpI UOBS AND SPEOn"Iss S CP TIO: µORIES YµO KEMES. n[� ' ...... F �f = 02017 VETOED, C. 02017I RIf UV SOPPIY, WC. BER Accordion Shutter System }} ( I L E C O iNC. ' A '•• TRUT TESTING & ENGINEERING COMPANY American $haflBE $ys1BTe NV. RIMWI E pl W/ CR W/O HV. N ON RIME Ev. ON"IsPOON mm ersA«21 Br. Lo L7 N� AlSN eTss n.w. xu,, sl. n.. 05s. MFOIrcn Hers. nORa ssl6 P6vv: (305)BSI-15J0, It : (305011-IAI Association, Inc. 4268 Westrogtls Drive 1 ULU 15-085 ]/2]/f w[c 0]/2]/I) 1 DRAVANC No ONAL 0 •CfiSf -mw: lWxeoam..Ax West Polln ReOch, F s [[ Pr /¢4P.M6Yi iOC JnATc ok" A ]ILIE' ,.. P.E. FUNICA M. F u16> 17-107 -..-.-. FINISH I/4b TAPL'CN DR TAPCDN ORM ADVANCED THRFADFORM TECHNOLOGY I, 1 E 4f . PENETRAtiON 0 IHa M MICA ro (SEE 9S W000 HEPOER. {S[E SCNLOULE ON SHEET I5�) 3 MR" DINT MIN f 1 w00D E HEADER pE0NRE0 EXISTING I y sYMPTeN ) cIASi—� TO Orss (SEE soenuurENi c T. ON P 19 FOR 1 eNtTO)A� OM HV WALL HEADER INSTALLATION EIR�,ySTyiGNG�� 2.�A_-� _ f NIN, SEP,%FANON iP Q I 'low PIATEEI (SEE SCNEwt.E ON SHEET If) s° I/4'R TMWN OR TAPCDN WITH ADVANCED TIRJDIOFORM TECHNOLOGY IY/ I I/z' M'in. PENEtR%MN OF THREADED AREA TO EXSTRH: REM HEPOtR. (SEE SCHEIXWLC ON SHEET 15) 1/4'C-20.3/4' S.S. MACHINE I 0 12* W/ 1/1'-20 NUTS uM S IY P.C. P� J s° 2'A4' FIDEOUI I OOR HER REdJtkEO Y EXISTING MIN, SEPARATION 20 OV55 ot,PS y (SEE SCHEDULE ON SHEET I'. MIN. SEPI P,non TD CUSS COMING -(SEE SCHEDULE ON SHEET IT) ¢a55 I•C nalm 1taCNWE SGRE%3 W/ I/4"-20 NUYS O 12R Pc. f n t Ittt INSIPID I EU{ cuss--{ 1 i -4 ON S wwn UN TAPCDN n1TH ADVANCED tE1000RM TECHNOLOGY W/ 1 1/2' PD+ETRARON OE THREADED AREA M "No %DOD HEADER, WHIMNE ON SHEET 15) 2'.4- CON. S,, PLATE REDID. GEMMFi I r WOOD PIAIT e0'o. ¢E }' f PNS. t I, ` D 1' MA, /l4( LEOTABCI• tan. 11. 4 - / T• t 2 a' COM 3 RGNFORGM TECHNOLOGYWW/N PDVANCEO 14 O [MCON DR TAPCDN WT1H ADVANCED i UN' PENETiuRON CF THREADED AREA TO t IHREADFORM TECHNOLOGY WI 1/2• " 1(a'c iADCON OR Nn_iG. SILL IRATE I 4 UWOOD HEADER. PENENIADON GF THREADED FAFA INTO FLYAOOD ��• \ _ TAPCDN WRH ADVANCED 1-SEE SNRT 4 FOR IYPKAt REO'0. . 11 Ik (SF[ SCNE04lE ON SHEET 15) (SEE SONOUTE ON SHEET IS) piSNNG MIN. 2 4 1JR" MW, COX, THRFAOFOPM TECHNOLOGY SHUTTER ASSEMBLY. 1 `— WALL FINISH SiUO$ O T6 D.C.MA%.� PLW=D NEWS. W/ 1/2- Vl KUST UDDON M 2-MOUMINO SECR(W5 CAN, BE _d.... - 1/2 STUDS COX > W1p00 REO'0.WALL FINISH HIRU ED AIt 4 INTO PLAVOGD COMBINED IN ANY WAY TO NOV. PLYWWD TO BE (SEE SCHEDULE ON SHEET Is) SUIT AIRY LA'STµ{ATION, I INSTALLATION pISTING WIN, z ra• ADDS D I5• oa NAx. REo'P. ATTACHrD ro STUDS IN ®HV WALE SILL KYWGOD TO BE ATTACHED TO STUDS IN ACCOR,,I MCORDNIOX %ITH ©W H SECTION 23, OFITHE Fs.0 SECTION 23OB ar IHE ©HV WALL SILL INSTALLATION ♦ sa LIM1iAImxs OF u E DG HV WAL SI NSTA ATION G.e.a eUDE ,y cN SH.mi jr FLORIDA BUILDING CODE NPa Nigh VBIOCIty HMTricone Zone 111sF00"jraR• •. •!(�. 02017 MIECD. INc 02017 EASTERN METAL SUPPLY, IN, `,DENSE ✓+ A.-S.-S.A. BE H T, IL� Accordion Shutter System HV. BADE #1 W/.CR W/O HV. WNEM ELADE "a : /wl� TIWT TESTING & ENGINEERING COMPANY ATBFI000 Shutter $YefeTTT9 _ DLSCRIPD011 r wrt a'- pr: Le " 9 'a A ' wSs Nr MT. g, zb..w. NgsnA1 cMNtry, (LytpA vs Assocbflon. 1 1 me I5-085 7/27111 IMED 07/27/17 — �Q {3o e7an-lsro. Fm : WWII 4268 West oDOs Drive 2 1 �'••., QRiDi�;'• RR -m'e tareee19 West PCITR Seoch, F DRAWMG No 1p4k•01 ie-9R W1 L 33407 a Nty Fp wurzR A. nun e. P.C. A.. 1 7— 1 07 P,E �� fi a'/DATE ftOROA Ma I u1el a SHEET 16 OF 20 EFVISH a t; SPAN &DESIGN LnenVcno,•l INSTALLATION W t/a-R TAFcaN TAPCON Willi PO Mcw THREAOFORM TECHNOLOGY a-[8' (Alin.) ENRNNG WOGO BW1 REOWRED. IN/ 1 1/2• Nin RCNETRAt1ON Or THREADED AREA TO I/<-R-26AJ/f 5S. //+ SiRUL111gAL NEOUACY OP EXISTING WOCD EXISTING WOOD HEADER. I' (SEE SCHEDULE ON WET IS) I M:n.� I PHILUPs MUSS NEAP MACMN, -SCRCWs I / 20 NLRB TO BE CERRDED OY REGLSTEREO ENpNEER DP sue:= �—EO--T--�EO- 19 i'E0,-CO I O 12' O.C. MCHOECT Pg10R ro Sn11EIER INSTA E%SNNG—I [XIS R 2 .. NFMVR CIA55 II REG EO'O IM SEPARATION TO G S ( (SEE SCHEDULE ON SHEET 11) L 05 HV WALL HEADER INSTALLATION ,-srE sNm a roR rerAL sHullw A¢Euazr zwawTwc ttclwxs cw tt coerePNo w Avr wT ro sun Avr RmALtAlaea MIN. SEPARATION 10 6V53 i (SEE 3CNU)LAX ON $n 1.) [LS�RStiC� J 1 ) LI I \VO foWIN 4000N OR Mrv�`H NE R ILIA NREAD OqM ADVANCED MAapNE 2 -/ 1 1/2- 1 tECNITTRAT W/ 1/!-2 W/ I t/3 IAm, PETIETR/.}ORI O OF TnFEADEp AREA To CRIV�- WTMO (SEE S:G (sCC so swLE ml sxEn 15) ON SHB. QV NV WALL SILL INSTALLATION � SC P.E. I/A•o DOCON OR — TAPCON WON ADVANCED TNREADFORM TECHNOLOGY W/ I 1 2• Ern, pENEMATIpx OF ro AREA 10 EXISTINGHEADER. E (SEE SCNMEOVIEVIE ON SNER 15) EXISTING wss-- MN . roa . f vma ��\ J E1[ISrtYG Mo[. I/ab TA ON OR TAPCON YAM ADVANCED THREADFoRM J L TECHNOLOGY W/ 1 1/2- Wn. PENEIRAT.ON OF MRENEO ARFA TO ORStYG W000 NEAO'R. (WE swaxas OR SNaE, IS) SN2t. FOR OHV FLOOR INSTALLATION /✓ 'rs/. e2017 TLrtca. AMC. a; T f� ,' TILL)T TESTING A' ENGINEERING COMPANY Q T� ce, nr, a!u. sa. IN, M rg alloro. NWm y PMne:(305)671-I5".rm:(355)871-1ul WNIOI A Jr. P1.ATIIOC /L1[ic nROA OIX k. E44167 0 3M5 — 06'OC.i or 1© ar IS I CPU, N r al cuu—_ i (DOR (w i I 0• ♦_ BLADES (AS APPLICABLE 7DE ON T 19 FOR MAX UNISON _•)•_EO I 2 4W. �.� EDGE (Ir .tPPtlCABLE) EXISTING Yr000 TRUSSES OR j 1/2• RAFTER O 24' O.C. O,C. REWWEO --'LFi---- ' EXISTING Samt D Nec. INK. o r,!•[:/e' CONT. ALw, TOE — 1 or © or © OM-T6 ALLOY) W/ 3)5/16'o IAG SCpEWs t0 ENI LOG1E iAG SCREWS AT MIOAIOM or ESISRNG Wppp MEMBER. (2- MIn. NOOWAL i WIOM) W/ Y Wn P"t ION SHEET 1 I I [MINK B • OIA33 ; HOW Tv, O 12' o.c OF I/fo TAPCON OR TAPCON YRTN ADVANCED -^ TnRENFORY TECHIOLOGY W/ 1 1/2 Nin. PENETRA- Of TNR✓L A9FA ro EaSaae W'WJ HEADER. (SEE — sC1UsA.E ON SHEET Is) A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroaGs Orive West Palm Beach, FL 33407 ®� FIR OR I I I I EASTERN METAL H.V. BLADE ,9I W/ OR IIGN ILOORRANSI N. TMS ONLY VALID IPR�Y. INCH Vf7 TM "er System WINDOW GLADE MNN IR Le. wrz o212T n DRAWING No 17-107 rarrer• mss- ENQ INSTALLATIONS M HV BLADE OR tip WINDOW BLADE INTO 2"x4" MIN WOOD STUDS un m - �OI he �C•zMz pa+K sus �id•e3-�•ti-+i,4. aA•fs-is•CA-�'C'- c•a-f�•o-�•ta END CONNECTION DETAIL tb .�° E,.. °♦ 1i1 ,i- u�imn�vvta9..� eq-,� n'xus ro. mw+ usre „rrQ,o END CONNECTIDN DETAS • ,avmm am °m m s --' s� Ir-r SEE UMRAIONS OF USE FOR BUDS ti GN SHEET ig It\t• P•�.••'•'•"^ :.Ur ,. uc�NSF•.,•�9:, a C 6F% * i} .• ; O MOtJ TM1aca, ixp, IL E c O ,Nt:. TILLIT TESTING @ ENGINEERING COMPANY 6I56 rtM. JC Si. 54, !4), NK�ku °WpexS, R091, Dt6 Pnea• : (J037ln-U]a . Po° : (=B7,-,U, °- [s �amos�iio nwT J.. 47 Ik r "1°T A.S.S.A. American ShuNer Systems Association, Inc. 4268 Westroad, $dve West Polm Beach, FE E407 �tDIT' EASTERN IdETPL $UPPEY, Inc, BER A N ,M Accordion Shutter System NV. HAVE #1 W/ fR W/0 NV. WNOW BADE . R aEs ePnox DAt is O'A 1S-OBBOT/21/O •......•• . \l�4,. ONAL ENG P.E. SEAL/SIGNATURE/DATE°" DRAWING No 17-107 _._— J s I.13W 3(1P > P' 1 1 I' Y SEE PUN FOR BEWIREUcm) � ('�� YP TOP & ROTTON Ty ai -13-06 � 1 MDT ,Li �a VII ELEVATION Mxb40m+AR M dau y �sTlxc cLus -- - SAE a+vm TT FOR BecEr9 -------.--------1------`--- ----- --- R9-----@iftNRSQ-- �<---- --- CIS 'E.`:1 t7P. WW/- CH CENDRUwcs V'�'CY '` W/O�NOX s ABOVE) PLAN 1, LUX Am on" PRESSURE P.RMm .na - 110 a..(. ]. MAIL SHUIiER Ism: B6' 1, MIANED MOUNTINGS, A D. 0 & N ON SHEEES 6, F; A5 WELL µ UOUNTINGS U, a T. U & W ON 4R£TS 16 & 17, hBl. 10 1" MESH] El1UfJ.t(oOR ELUDED ONLY AT EATCRIDR�ACCE59 CASEWOE OFMUST BE G S. (A) HA W-GBN` RUDE IO SH4 L ONLY ALLOW A VMIMW OF S OPEN,,, (]b NDLES) FOR +�j+ PER SIADE AT SPAON0% SNONN ON SHELF A. fl (a) 4-. CLEAI AMA RW on DOROY EOGE OF NP MNoCN BtAGE yy OF ANY 1'P HDE FOR LW 4 BE 14'. (C) MRS( OR LSSS,T WAGE cONINO = FROM STARTERS AT ENE, " BE IN MNWMU BM (fIj (0) W WINOaW BUDS © a= BE USED ALIERNUE 1D A SOLD WBLADEQ TNRDUa10UT SNORERS MO(N. (E) C.7-T` ATES SHµL ALWYS BE -STALLED AIWCEM TO A SOLID IN 91FEEl1JAT EIMER BIGE OF THEN, tr) POLYCPABOMTE HM RNOO, u^ S1 6E -STALLED SO t1y�t TNT 5 FACE 1HC INNROH Of THE OPEN-6 RG PROTEGRD. HV WMOOW aLy WT—F BE ONLY INSTALLED AND LOOKED USING A IN 5MING TOOL PRONGED BY /Sy. INC. G SEE ANOIOB SPµ1N0 SCHEDULE FOR-SUWDoNS INTO WOOD FRWE BURDNGS ON B 15. M LMGED BY VM AND DESN11 LOAD (SEE NOTES I & 2 ABOAF). ). SEE ANCHOR SPI.CNK savEDULE MR IeLRT AMN5 INTO MuREa CONCHAE OR COANRIEM BLOC. WAµ ON SHLETS 12 & 11 AS UURCD W SPµ µO DEFON LONG (SEE NOTE 1 & 2 ABDM. 6. NIWNUM SEFA PON TO GVSS SCHEDULE. PER ASM E-1996: It ZONE MIMMUM SEPAMTNN TD GLASS THRU d + B25' Ay\GENgF';V9'.. C2017 %XCO. INC. 02017 EASIER! METK SUPPLY. INC. , S BERM TV AS Accordion Shutter System }'•, _ O ' F p, '4, TILLIT TESTING &ENGINEERING COMPANY 6ss6 N. IN, P., s:.. Fas..wc^a+nPSDa. NoM, sFi6 Pne�.: (30 ))Bn-fsFO . FR.: DOSI111-1511 °'°ia �'wr"au'+°e'"'" rLoaoA ATsfICOn ShMNeE $YSfen13 AasociaHDn, Ina 4268 Westrogds Drive West Palm Beach, FL 33407 NV. aAtE gt W/ OR W/0 RV. NIFOW/ HALE a. N OESFRVODn wR oRAwN ar. Ea o 1 OLD T5-Des %1-1 w,E: oT/ s`r/OVAL �•'��•° P.E. SEAL/SIGNATURE/DATE G 1 DRAWING No 1 7— t 07 l4/ I I ' SOW THICK I'm, VANES C_SO G4663 SCTEE E .0 2 Mor•'I 6 S1U05 Al IB' O.C. aj •��I o _____ 1!Y 43c 430 0 )' SI[EL iRACR CH4lNF41C 60.0, O 6' OC, ^. ° came w un. c-w YASiR4W iC siVES iz' rzK scans cN LxRwoa ! ME As APPuCNDLEg M:N. SEPARATKIN EXISRNO CLASS-M TO GLASS — (SEE SCHEDULE) /4 a 00]5' TnCN 4ii, i [A151RG PHIsH TRITInN.9t CIVNnEL I as MGlM,A9LL 61uLC w um, c-e0 X771,1010 sND6 TEN n' Hat srnexs cx ! � 03e 430 YiE�R rwE a 6' O.C. a 6' O.C. .GENERAL IMITATIONS AND CONDITIONS OF USE FOR BERTHA (l) uv AI enF errnomnsl cur:, - 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psT) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: 0 ON THIS SHEET. 4. ONLY ENTERMATE 2I W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGEO A SYMMETRICAL LAYOUT. USE O) (2)T35�1(6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 12.000' M0a.1- �B3- ni o1'e' 43 1/4°9 NOMIN4 ALUMINUM SLEEVE 6063-75 ALLOY SEPARATION TO 21 ASS SCHFDUI F 1 Mev WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4. -~i- Ile ® �* BLADE SLACK DETAIL HVF IS ALSO VALID FOR Jp CENTERMATE 21 APPLICATION WITH BLADE iQ 'Mn A51iY n 6 auiwtt64, w 7 SS -.J ® 63D.C. u;•: c-so rxv. SHE ¢ wAllR S T 0 uETA. sN05 AI 16' 0.<. n EXISTING HNSH n A°PEKneLE {�j�(I MP. TOP Q DOIIOu) �_ - - - - _ -I:SiJ u ZEXISi1NG OUST m �Nyq .jam ,y rLi4 IfN l _ -f _ 'ii 43a 436 43c � I SYMMETRYCAI, . sE�ERIOR ACCESS �I II� !�.II"in. J SIDE EEAMEof (SEE 6 1/2- DYPJ ]'� -�J I —],_ `� 1 6 Ill' SLACKRYA HVB BLADE SLACK nFTAII LIVE uvn 40c EMiOTN 4 I' MUST PENETRATE 43 1• t.L3)J'- v 1/4'0-20 THREADS 43 1 /4"0 ELCO CONSTM ON PRODUCTS FA8-I OK HD COMPONENTS SCALC 3/8'- i' W HEADER/SILL MISS VIEW Y SIDE CONNECTION TO TRACK } Imo. 0201) xLifCO. WC. IL1 TIWT TESTING &ENGINEERING COMPANY 0.)ss nE 'Sa. S4, s., :OA xUJM LW➢ps, nGNe 3ve Fro : (305J8)I-IAI T4R Jn P.E. FtOflIIx Ua. 1 44167 �+ A■a7■ate!■A■ American ShuMe[ SYS}ET9 Assoeiailon, Ino• 4266 Westloads D,i,, West Palm Beach, FL 33407 C2017'VWTERN METAL SUPPLY, INC. B M F1 TH Accordion Shutter System HV. 97.0E /jl W/ !R W/0 HY. WINDOW BADE 4 , ry oCsunrnw 1 OLD JS- C85„�a6a-cc66no •G'' ✓W41ERA P.E. SEAC itl}TF%DATE 3 EF ....-^ , !