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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERIW. N.V. ACCORDION STATER SYSTDA SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PU DJ HAS BEEN VERIFIED FOR COMPLANCE IN ADMRDWCE WITH WE 2017 (6W EDM OF ME PLORM BUILDING CODE. BUSCH WINO LOADS SHALL BE DETERMINED AS PER SECTOR 1620 OF ME ABOVE MENTIONED CODE, FOR A &SC WIND SPEED REONRED BY THE JUMMCGON WHERE SHUTTER MOO. BE UISTAIlED WISH A MUCTONNITY FACTOR M-085, USNG AIDE 7-10 AND SHALL NOT EXCEED ME MAGNUM 03.13) DESGN PRESSURE RATWGB INDICATED ON SHEETS 12 MTU 17, 25. 26. 26 & M W ORDER TO VERIFY ME ABOVE CONDITION, ULMHTE DESIGN WIND LOADS DETERMINED PER XSCE 7-10 SHALL BE FIRST REDUCED TO &S.D. DESIGN WLVD 1DM5 BY MULTIPLYING DIET) BY 0.6 W ORDER TO COMPARE ME W/ MAX. (ASO) DESIGN PRESSURE RATINGS INDICATED CN STEER 12 TXRU 17. 25, 26. 28 & 2M IN ORDER TO VEINY THAT ANCHORS ON MS P.M. AS TESTED, ME NOT OVERSTRESSED, A 08 i INCREASE IN AllOWMIE IDMS FOR WIND LOADS WAS N$ USED IN MER MALY515. BRIO A X.V. ACCORDION SHIFTER SYSTE4Y ADEQUACY MR WINO AND URGE IOSSLE IMPACT LORD HAS BEEN VERIAM W ILCDRBA IE ON SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER AR REPORTS: -W BLADE iO/0214M-W, 10715.01-00. 01CM.01-05, e1214.01-05. W051742-06. 111 AND 10210.01-I1 AS PER TAS 201. TM 202 AND TM 203 PROTOCOLS. -W WINDOW MADE ® /050,81-08 AR TA8 201. 201 & 203 PROPOMLS MD U725.01-05 AS PER MS 202 PROTOCOL -W BLPDEO/04220t-05 AS PER TFS 201. TM 2G2 AND TAB 200 PROTOCOLS. 2. W BIADEFI ANW BLADE 2 ENGINEERED TO WORK IN UNSCH WITH EACH OTHER IN A M WHERE WE OESKIN PRESSURES TRANSITION FROM 0I0 SOME 5 TO INTERCO ZONE 4. FAIN WIND ZONE MST BE CLEARLY 111ED IN ACCORDANCE WITH CHAPTER 30. OF AIDE 7-10 SUNOMD. ALL MOUNTING CONDITIONS AO FASTENER TYPES SCHEDULES RUST BE A PUED TO ME CORRESPONDING WINO ZONE MIS SHAL INCLUDE REOURENENTS MR MIN, SEPARATION TO GINS DIDUURATON OF WHO ZONES 4 AND 5 AS WELL AS VALDIT( CF COMPONENTS MR W TIME 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR MINOR WIND ZONE SNAIL BE PREPARED AND CERRFlCD BY A FWRICA REMIDENED ENGWEER OR ARCHITECT BASED ON BUILDING CONFIGUMDON AND ASCE 7-10 STANDARD, AND SHA L BE SUBMITTED TO THE BUILDING OFFICML AT ME TIME MUTT ISMPUM FOR. W IRADI HIM MNDKW BLAN ® ME ENGWEEM TO WORK IN UNISON CORN EACH ORDER UNDER ME GENERAL UWAOONS AND CONDITIONS OF USE INDICATES, ON BNEET 28. 5. BERTHA H.V. ACCORDION PUNS (W SCREWS), USED AT BODES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE Y 14K2A5 AND / 14XV5 RESPECTIVELY. 410-M MINIMUM SERIES STAINLESS STEEL SCREWS WIN MO W YIELD STRENGTH AND 180 Eel TENSILE STRENGTH. PINS SHAL BE COATED WITH BEN W DACROSWUD COATING SYSNIA AS MANUFACTURED BY ARPRGVED COMN APPUCATOR% REGISTERED WIN &MORGAN SHUTTER SYSTEMS ASSOCIATION. N6 MUST BEAR ME W MARKING ON NOR HEM. 4..W. ALUMINUM EAMMONS SMALL BE ALUMINUM ASSOCI.NON ALUM AID TENDER AS INWMTED ON SHEETS 2 AND ,. MINIMUM YIELD WHOM FOR 6063-Te ALLCY 5 31.7 tri AND 215.7 W FOR 6D05-T5 ALLOY. 5. M.I. SCREWS TO BE SIMMERS STEEL 304 OR 316 AS SERES OR CORROSION RESISTANT COATED CARBON MEL AS PER DIN Soon, MIM 5D Hal MIN. YIELD SIMON AND 90 MU MIN. TENSILE STRENGTH & SHAL COMPLY W/ MOM BUILDING CODE SECTION 24113.3A. 8 COLTS TO BE ASTM A-507 CALVMaED STEEL OR AM 304 OR 316 SERIES STAINLESS STEEL YAM 35 UT MINIMUM IETO STRENGTH. 7. SEE THE FOLUCRANG SHEETS MR ANCHOR SPEMCAMNS: W RUDE Q. 14,14,15.ISA1E.17 & 28A W BLME82 : 26. W WADE J & ® WORKING IN UNISON; IQ. N & 18 8, THIS BERTH N.V. ACCORDION SHUTTER SYSTEM BEADS A U.S. PATENT e5.779,592. COMPONENTS OF THIS APPROVAL ME COVERED, IN WHOLE OR IN PART BY US. PATENT IW458,09 ISSUES TO EASTERN META SUPPLY. No. 9. R SHALL BE WE RESPONSBILTY OF ME CONTACTOR TO VERPY ME SOUNDNESS OF ME STRUCTURE WHERE MUTTON IS TO BE ATTACHED TO INSURE PROPER MCHCRACE. CONTRACTOR TO SEA./CMUL ALL MUTER COMPONENT MAS MICH MAN, MIN FASTENING IN CONHIUWS CONTACT WtM ME BUILDING TO PREVENT WIND/IWN INTRUSION. 10. EACH UNIT MUST BEM PERMANENT LABEL IN A WS9LE PUCE WIN WARNING NOTE BURNS MIMS OF HURRICANE WARNINGS HOME OWNER• III OR OTHERS. MUST PROPERLY CLOSE Al W MD RD CENIERACM MY ENGAGE OR LOCK AWL W MO NO LOCHS. 11. SHUTTER WNUFACNRERS LIBEL SHNL BE LOCATED ON A RFMILY VISIBLE LOCIDON AT MONSOON SHUTTER IN ACCORDANCE WIN SECTION %M9.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. TABIBUT40 TO COMPLY WITH SECTION 1709.9.2 OF ME "RIM BUNTING CODE 12. BWMA H.X ACCOR010N.SHUIIER SYSTEM'S WSTAWMN SHALL COMPLY WITH SPECS IWHIMIED IN THIS DRAWIN9 PLUS MY BUILDING NA ZONING RZOMTONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO. is. (a) THIS P.E0. FMMEO BY THIS ENCIMEW IS GENERIC MO GOES NOT PRDVOE INFORMATION MR A STE SPECIFIC PROJECT. i.a. WHERE THE SITE CONOIWNB DMATE THOU ME P.E.D. (a) FROM WERACE OR CCONMIONSTO BE EDETTNAIEDL ON MFORTS DOCUMENT. CONSTRULTO SNJEIY ATME SELECTION PURCHASE AND ASITE ISION GME LUDINCOMMRORS RESPONG UM SWEN OF ISI6P LT. CARGO ON MR P.M. PRDWDED HE/SHE WETS NOi DI (G) THIS P.ED. MILL BE CONSIDERED INI IF ALTERED OF MY IAEMS (d) SffE SPECIFIC SE RESPONSIBLE MR ME CTS P OPEER SC PREPARED EY'PI MINDEN OF ED ENGINEER RECORD. ACTINGRAS A DDSEMTED QiGNEER TO WE P. D. ENGINEER SSHALL $ OF RECORD UNIT )TOM IS UTTEME R ME SITE SPECIFIC DRAWINGS FOR ROVER. TABLE OF CONTENTS GERM L NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET J TYPICAL SMUREN ASSEMBLY SB-43 SHEET 4 AREA 2: HV BLADE M AND HV WINDOW BLADE-0 (WHERE APPLICABLE) TYPICAL SNUTIFR ELEVATION & NOTES ON LDKS SHEET 5 INSTALLATION DETAILS ME, CONCRETE/BLOCK SHEET 6 .INSTALLATION DETAILS F-L. CONCRETE/BLOCK SHEET 7 CENIERNATE DETAILS IPA SHEET 6 CENIERMATE ALTERNATING DETAILS W SHEET 9 CENTERIANTE DETAILS HD SHEET 10 END CONNECTION DUALS 1-6, CONCREM/EWCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ABHOR SCHEDOLE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEMA CONCRETE SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WOOD 3: ® SHEET 20 AREA HV BLADE ONLY TYPICAL SHIFTIER ELEVATION & NOTES ON LOCKS SHEET 21 INSTANADON DETAILS M-G% CONCRETE SHEET 22 CENIERMATE METALS HD SHEET M END CONNECTION METALS 1-6 & X. CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR ACHED I.E, CONCRETE SHEET 26 AREA 4: HV WINDOW BLADE TYPICAL WINDOW BLADE & WINDOW DETAIL i& ONLY SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA @; HV WINDOW BLADE Cl INSTALLATION CETAILS, METAL STUD WALES ONLY SHEET 28A THIS DRAWING SHALL ONLY BE USED 1D OBTAIN PERMITS IN THE STATE OF FLORIDA (,) ORIGINAL RED. SHALL BENT WE RATE AND ORIGINAL SEAL AND SIGNATURE OF ME l 6F�A ER CFI RECOM THAT PREPARED n. FLORIDA BUILDING CODE(Hi h Velocity Hurricane Zone) Y • SCANNED BY St. Lucie Count Y Y4�Q\,� J�ENSF'•/ IL 4INt 416 •L +: i 'e^'•, A rp'•. F( I '`1�It dY F R \ YLL f V ,1 ,SS/ONA��alll' WC IENNNEFAWo) A S S A American Shutter Systems Y Association, Inc. 4268 Vleat .h Drive Phan.: (SOOHO2I2204a. F: (961)209-BDBO 02017 EASTERN METAL SUPPLY, INC. IL EC O Eaa. BERTHA Ter S Accordion Shutter System .V. BUDE 11 W/ OR W/O H.V. WHWW BLADE & KY. BLADE TILLIT TESTING k ENGINEERING COMPANY e,5, N4 ]MIL 5) A.. ,Px . ox : (30 IIOAw Slla Anon.: (by)D71-155a . Fc.: (5D5)B7,_,,,, Ill0o06719 MAJOR A BUILT Jr. Pl. FLORM Ue. A 44187 M.N. OESaFIPn4A RATE pHWN BY: A0. 1 OLD Is�IB o,ne/o wrz: 0]/26/n 2 DRAWING No %-1 �2 4 �',,LL��//��'((( P.E.E SrwySl� BE/d 5 1 SHEET fA IWMII e4d!© • a Og , Pt A :65T• _ 0 LfiA COVE 0 UNDER US PATENT g 54B8179 2O HV BLADE 1 HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 E LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-T5 ALLOY AND N MPER 6063-T6 ALLOY AND TEMPER 8' u� • .670' 22V1. .085: ^' eB 0072-_ DD Oj HV ADJ. ADAPTER WJLIP ©HV ADJ. FLOOR TRACK QUALIFIED FO USE W/ NV I� QUALIFIED FOUSE W/ HV BL1DE �1 &® (1T7 6063-T6 ALLDY AND TEMPER B ADE 1 & 6063-T6 ALL1 AND TEMPER vAmEs Y Nat. gg .10D S N 0 t 670 1® HV HEADER/SIL QUAl1FIE6636BLO DBELP� ON 0-TALANTM 1.917 63 q ' 06O' ce• 1. .70 q 3 11 HV CEILING HEADER 0 FE0 FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VALID LY 6063-T6 ALLOY MO TEMPER YN X101Y MNl 1' I 1' 0.062' 16'SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE(D & 6063-TO ALLOY AND TEMPER 01 1�'0 0 W 1 ]' 4.999• 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BIADEQ&Q 6005-TS ALLOY AND TEMPER 6 72 B e 8 Is BOHV WALK —OVER TRACK QUALIFIED FOy, USK HV BLADE IiYJ & (D2')f 6063—T6 ALLO AN ENPER I 9 . .093• G 7 BID 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADED SEE SECTIONS FOR VALIDITY. 6063-TS ALLOY AND TEMPER COMPONEM A 8 T1 72 RUDE DAun, Q 2• 5' W. 1/8• 1/8 HVQI I® 2' 5' W. 0.192• 0192' NY02 I® 2.5• T' MAX. 0.1B0• 0.190' 1NQ1 ()Oil TLTECO. WC. (ENGNEERaq Y67v•4�V1 ••5• IL EC0INQ. T ,1t��y1LYY�y AAT AA, TILLR TESTING & ENGINEERING COMPANY OYN'••." `6ER-:aV11111Pima Ilti si871-llie. re.: (]W761Raft. 11N ONA1 2„IL wM3Yl A T Jn P.E. P.E. SE'.Qj9(6(A1GRE/DWE RDWDA LY. 0 11157 ® HV DIRECT MOUNT QUALIFIED FOfj USE W/ HV BLADEf I)& 1� 6063-T6 ALLO AND ENPER 2.97 ' 981' 842 S 2• .920 O HV TRENCH TRACK OUAUFIED HR IjSE W/ HV BLADE 1 & 2 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.9]6' ii ac I^I al A, 14 HD WALLHEADE114SILL QUALIFIED FOI ONLY. HVV BIAOE I ONLY. 6063-T6 ALLOY AND iCYPCR % T 2 ]' 0.125' ]' 1 3' 0.090' l CORNER POSTS iKUAU OFIED FOR USE W/ HV BLADED & Q 6063-T6 ALLOY AND TEMPER A.S.S.A. Amerlccn ShuHer Systems AssoclaRon, Inc. 4268 Weet Roml0 Ode Wort Palm Beach. FL 33E07 Ph9a0: (800)432-2204 . Fan (561)209-8360 O HV 90o/180e STARTER OUAUFED ��,O,R USE W/ HV BLADE IIJ & (2) 6063-76 A OY AM TEMPER 1@ HV RAINGUARD OUAURED FOfJ„USE;W/ W GLADE I & 2 EDO-% ALLOY AND TEMPER t10' y it S sse U rear •• 15 SHD CEILING HEADER/SILL OUAUFIED FOR USE YI/ HV BLADE iQ& 2( ) 6063-TG ALLOY AND TEMPER METAL SUPPLY. INC. DRAWING No 17-102 ]. 03.745 04, 8 062• h 0 4 ©1 HV CENTERMATE QUALIFIED FOR USE W/ HV BIAOE 1(& ® ONLY 6063-T6 ALLOY AND TEMPER ©D ONLY 5063-TS ALLOY AND TO pp I.]6B' 1 1 n D DeS ry ryl 6 :R0hT eflOTON ®HV MALE "Ter LOCK CE I LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADE ONLY UIE ALIFIED FOR USE W/ HV BLADE() ONLY 6063-76 ALLOY AND TEMPER 6053-% ALLOY AND TEMPER R OB3' 214T HID CENTERMATE W1 NO LOC NG ROD QUALIFIED FOR USE 5V/ HV BLADE f & 2 6063-Tfi ALLOY AND TEMPER VMIES 1Y• MIN. f1�0Et1N� fALNB. 316' ® LOCKING RODA QUALIFIED FOR USE W/ HV BIADE D& Q 6063-76 ALLAY AND TEMPER 5 INSTALLATION VALL REQUIRE A 7/16' HOLE O LLED AT TRACKS FOR PROPER EMBEDMENT 6063-TS ALLOY AND TEMPER a� L.3]s•e ;0, MUO/' I/.•-30 E CUT 11WUDm xOv9Nc ExWe 66Ns eAvm vAvmn o m.) b e 6 ^p a 310 BR.4 CIIMOER @ KM (pPWE " FIAIF➢) a _ ® HV LOCK OUNED jOR. 6E W/ HV BLADE 1 & GH ONLY. 6063-T6 ALLOY AND TEMPER 04 ' ] 1 Ol9' I SS' P n Ee.•'0S . � LIn - NA mon 2• - 566 HV FEMALE "T" LOCK CENTERMATE ® HV 'IT" LOCK QUALIFIED FOR USE W/ HV BLADE /IONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPEP W/HV BLADE (ONLY. ].I01 1 - .40 INSERI QUALIFIED FOR USE W, HV BLA1DE , ®&Q 6063-T6 ALLOY ANO TEMPER :V]- NL:Y1/4•e HV 1 /4" 0-20. AISI 304 OUAUFIED FOR USE W/ ETV BLADE 1 &Q MISUm CS! 1"uvxv rxwu _ aum vuxlm GR 9 NR xN0& 4GA55 MlxWt (C9(WE PUROI ® HV EGRESS LOCK QUALIFIED OR USE W/ HV BLADE I & ® ONLY. 250' a0.418�- PVSIIC HFAD " YOl0E0 TO R, SCREW F� - * ]60'AFIER RNEIINO ° BEroRE RNETNG 1/4"p-20 z 3/4" S.S. THUMBSCREW 1/4"0-20 RIVNUT- "SERIES 844E AWNNYN a0N-T3 4EOY) LARGE FLANGE D W SHEET N=ERlL PART 1020. 20. AS MANNfAC1URlD W ADR CHERRY TENNWL PN9iSM, NEW JERSEY Mae OR EOWL ® HY ALTERNATIVE LOCK OUAuflED FO$ USE W HV BLADE 1 ONLY. 0.075' Min. 1 Aw Nm. $ g n 3S TNMBNRN Crt1N0EN OR NEY ] Min CILNDEA 1.]0 Lba. ® HD LOCK B/ REGOIT HARDWARE MORTISE LOCKS SERIES 23]3 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE(D, ® &O CENSF * ;• * •0';� TA7F'OF i �• •Y'-/ :90,�;• LORIOP,A'���(P` s �M 11 P.E. l'" AWAN TE �`'''' C)201] DLIECa INC. (ENGNMING) A c c A A.S.S.A. S7/�+�.V. American Shutter Systems AssoclaJlon, Inc. We4 B West o ds Drive 3340] Phone: (600)432-2204 . Pac (65,200-6360 02017 r/STERN METAL. SUPPLY, INC. IL E C O ENc. TILLIT TESTING &ENGINE Wo COMPANY eTI HN. ]EN. 54 N. ] E GINE RING COMPRossANY Y Phone : (]0510]I,il! Nmc. For : (mO)D]I-1531 ". ED-.,,. WATER A R TNJr. P.E. I10IUCA W. 1 44167 BERTHA HVTM Accordion Shutter System ELABE 11 W/ OR W/O H.V. WINDOW BLADE & KV. BLADE j Aw.H. Dnc"Pnax DATE DRAM fin Lc 1 OW IT57 R126/11 vATD 07/26/1] DRAWING No 17-102 ] 4 ] SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. 10 HV BLADE 1 ® HV BLADE 1A 20 HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.18B"O AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEEP 27) EKTERIOR BLADE KNUCKLE MR (1) NV PIN ® SH ALWAYS BE USED AT ALL DMIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lD OR 11V ® BLADE. (2) HV PIN (D MAY BE USED IN DEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC- AND -DD', SHEET 22. (3) HV PIN ® OR ® W/ I/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. P.E. EXTERIOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8' a V ' 00.324" .048' r TV. dA WHEEL CARRIAGE DETAIL N.T.S. Q2017 RlEC0. I.Q. (DICKERING) IL E C 0 ime.. 'ILL1T TESTING & ENGINEERING COMPANY 18 N.w. NN .1. s M....o rt�w .0 R— : (305)871-Imo . Fe.: (305)87 .-maa: uumeo..U. W-MOS718 m"Ul A TUIT J.. PC RORNA Uv. It44,67 t A.SESEARN American Shutter Systems Association, Inc. 428E Wart Roads DrG tVext Palm Beoeh, EL ' 07 Mono: (800)432-2204 . FOY. (561)209-8380 'ERIOR OR (9 AT UCKLE. * FOR ITS) OM17 EASTERN METAL SUPPLY, WC. BERTHA HVTN Accordion Shutter System BLADE 11 W/ OR W 0 NV, WINDOW BLADE & H.V. BLADE 12 uP GTsauPnen exrz Wuxi, Im. Le IXa te-07o W/./,7 w7E: b!/9e/17 DRAWING No 17-102 SEE CON' DETA SHD FULL O' 6� O' O• 'i � O• O' O• O' O• �E �1�..If � �I �1�.�•e �v .ft. O' O. O• ©' O' O' O. O' U•, O' U• O' O' ©' O' T2 a®a©• Q7 a©a,1(0� •®"' -@• l(77-@al Va J ©.Oj �©a©•O.�ga ©•�BaOr�3a�.®aO9 TYPICAL C1� HV BLADE SHUTTER ELEVATION N.T.S. CORNER ITRMATE Is No Es ON Hy LOCKS AND CENTERMATES' 1. uAU)ATDRY CONDITIONAL ONE W LOCK ® or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BF]�OW ][2 OF HURR SPAN FOR SPANS UP TO 105', AND FOR INSTAL�IIONS T ANY ELEVATION. W LOOK Ry ar 9" MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4b-20 x 1/2' LONG FIAT HEAD SS. M.S. LOCATION OF I `SHALL BE AS I GATED ON TYPICAL SHUTTER ELEVATION: 2. n W RUNG IBC NS,: L ATION TWO HV LOCKB OR OR ONE NJ LOCK OR YI TWO LOCKING RODS Q9 AT TOP k BOTTOM SHALL BE S F ANY SPAN ANO IN ALUM A ANY EIEYATDN. HV LOCK 0 OR 0 SHALL BE ATTACHED TO Q9 OR� CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDMON it. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 83 ON SHEET 12. }, • IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 1W0 FN LOCKS OR I Y BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTER2MTC5 OR QD SMALL BE AS INDICATED ON NOTE (1) ABOVE. LACAION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. To USED QM H4.IT E USED IF hDESIRED TO ENHANCE LOOKING SHUTTERRODS P RFO NANCE. LOCKINGME NOTIAT UftRICANE POSITION, E RED ROM OR AN ALTERNATIVE BUT DEVICEY MAY ALSO BE USED AT STACKING POSITION (NOR HURRICANE POSITION). 5. MANDATORY CONDITION 02; ONE HV LOCK Q� 0 $LOLLL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND [INSTALLATIONS AT ANY ELEVATION. W LOOK1 of Y� SHALL BE USED AS AN MT90E OR INSIDE LOOK. ATTACHED TO 11S CORNER CENIEF%l W/(2) 1/40-20 a 1/2' LONG MT HEAD SS. N.S. TWO LOOKING RODS AT TOP h DORM SMALL BE USED. LO TION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MANMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8. • ONE ALTERNATE IM LOCK MAY BE USED IN LIEU OF NY LOCK 12U r i0R ANY SPAN ANO INSIAWRONS AT ANY ELEVATION. AL RNATE LOCK 0 MAY DE USED AS AN NSIOE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'1 S.S. THUMBSCREW TO ® OR 0 CENTERMATR SHALL BE MADE R/ 1/4'0-20N/4' ALUM. RNNUT AS SHOWN ON SECTION TINE SHEET e. ONE LOCK SIIFLL BE USED AT 1/2 Q' SnUTTR SPAN OR T40 LOCKS AT 1/3 OF SHUTTER SPRY'. *NOTES ON I "T" LOCKS AND CENTERMATES• 1. ONE ALTERNATE HV 'T' LOCK MAY BE IN AIL 1 IN UEU OF 1, LOCKS OR FOR ANY SPAN AND STAWROjI AT M'Y ELEVATION. ALT MATE LOOK OD,UMY BE USED AS AN INSIDE OR W DE LOCK. ATTACNNDO' OF LOCK OS INLLUDE9 USING REINFORCING LOLKY10 AS SHOWN ON SECTION HAT. SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND.® W/ 1/4.0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/eb x 3/32' WNGNM,gaioUM OAsVx5 AND BELOW MIDSPANS USED OF TWO LOCKING RODST. LOCK MY BE I TOP AND BOTOM ISSMMANDATORY. AT MIDSPAN OR 12' *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK (3i MAgE USED IN UEU OF W LOCKS Q� OR FOR ANY SPAN AND INSTALLATIONS AT ANY ETEVATION. ALTERNATE HD 0CK ♦ MAY BE USED AS AN INSIDE OR OUMO.GELOOK. ATTACHMENT OF HD LOCK ISdI TO (p IS W/ 3 10 x 3/8' 1S.S.M.S., AND INLLUOR REINFORCEMENT INSERT @ /5 SHOWN ON SECRONS HDB- AID)C-HJC. SHEET 10. LOOK MAY BE INSTALLED AT NIOSPAN OR 12' MAxIl BELOW OR ABOVE MIDSPAN. USE OF LOCKRIG RODS 015 cowunrELY OPTIONAL Y43'g 3 9 /: �jpENSF' % € No.44167 `: I 1 * ; .aa�% '�sS�O(7NAIF��GaA 0201T DETFGO. INL• (ENGWEWING) ■ ■ ■ ■ A S S° A American Shull Systems Assoctatlon, Inc. West aVeille Wael PaMBeacnR ]3M Phone; (800)432-2204 . Fax: (511)209-B3BD ®201) EASTERN METAL SUPPLY. INC. BERTHA NVTM Accordion Shutter System ,Y. BLME I W OR W KV. W9WN7W BLADE k KV. BLADE Il I L E C O INC. TIWT TESTING & ENGINEERING COMPANY av2ao..... 30. WGal hoo.Ve 6.1 (30ha N.4TER A 11W2 Jr. P.E. :wbOA Uu 1 44167 REY.Ne DESGRPTICN DArz Druwn Im. LC 1 an 15-G79 07/26/17 wm 07/2e/17 DRAWING N. 17-102 y F SHEET 5 _ OF 28 P.E. S if5(V'lu{URE/DATE e CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 k ISA) Di O.C. I / •• , 1 -_ - I/2' / , v / USING 1/4--20 NUTS C 12. O.C. j1/2.. is E. D. //1�/� .250' Mae./ F/r v �__� 3 aR 15 i %f--- . OR 15 L' gpO" J •/ I i OPMONAL T / � �. a 01:11011LL - NO ON 10 CIA4 (SFE -II SCXaLIE ON (�J¢T 1 1 OR ® L l'17� CLASS (SEE 3LXNULE Ot DUSTING-!6NEll 12) 1 E%IBTING 11ON �r 28 fOi� NWroEP�ODN I Gusuis GLASS-i ELICES(Da g (SEE SCNEOULE ON E3511O NWT% SHEET 12) © HY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION eNCUSS"� COMING EIASS� Yi0N �(� I aR I MIN. SEPMisTION WCinNSO Guess TSCHEDDULE `WTI L1A4 ($�f l't�• IHN. SEPAMTION (SEE DN SHEET 12) IIMHII 1'EE9M T tl ro cuss (SEE ulE ox / J �, i f ' O9 y SSCHHE 12) // E r / OPTIONRL - : J Was. J L. 1H• E.C• /, I OPTIONAL r i YX j _ 73 on IS O O i , / I/,2� / L / / 12 oR1A r--7 Y 1/4O-20t3/4 S.S. PHIWPS TRUS$ HEAD % / Yin. 1/4'e-20A/4' SS PNILLL CONCRETE ANCHORS MUHWE SCREYS USING 1•1/4 -20 NUTS 0 12' OC. UOn. /UWE J J CONCRETE ANCHORS muss HEAD NACNINE SCRfl'R (SEf SLHmULESON W/ 1/4•-20 NUTS O 12' O.C. SHEET9 1] k ISAPOURED CONCRETE CCHNC �eLOCN (SEE SCHEDULES ON SHEETS 13 k 15.4)RSDUWEpYOR S EEANCIOROULES N OOR COONNCRETE BLOOR FQHV WALL SILL INSTALLATION OD HV WALL SILL INSTALLATION MURED CONCRETE SHEEfS 14 k 15A) OR CONCRETE BLOCK WALL REDUWEo O HV WALL SILL INSTALLATION 1- SEE SHEEEET WNMRTYOF INSTALLATION DETAILS W/ PIMSHURIEN ASSEMBLY O ( O. EDGE VDNS ON (SEE SPECITICATON$ ON SHEET 14) SEE E PIONS OF USE MR BLADE ON SHEET 28 HV BLADE 2- CAN BE COMBINED //A//II/ A� MY WAY T SUIT AN IN Nil' WAY TO SIIN ANY INSTALLATION. L1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone : 'a. gyp, JcNsf = 02012 UUECO. WC. (EHDINEERiNO) • ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 44167 `': �� E C O �+ A■S,S■A■ Accordion Shutter System i EHa. N. BUDE I W/ OR W 0 N.V. WINDOW BLADE a N.V. BULDE ( ; • 0 04C^ ' TIWT TESTING ]: ENGINEERING COMPANY mss Nw. aea. tt. sa.:os vaowA awooa rLLAmT mLo American ShuNer Systems Association, Inc. 4268 West Roads OdIel RV..Na CESCRO ION DATE DwLNN an LD. T otn a -On mM/n wTe oT/xe/n 2 DRAYIINC No ,�••• a(3,?LLLI Prone : (]O.)e01-1aID . Fva : (Ns)cal-l5at S `<l •. �C � Vs'lQNA,• 1 '- -coca: UmcoOcotcom re-aOceTIP Went Palm Beach, FL 3A01 Phone: (800)432-2204 . Fax: (561)20s-83e0 %-1 Q2 4 `,' R11n� P.E f6 9ff9MRE/OATE WALIFA A TLLUT Jc P.E rtGR10A Uc. / 44167 SHEET 6 6 F 2R CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 0 ® HV CEILING INSTALLATION uwNu�a y 3 OR MONO GLASS 0 II s 8 C I }14.]/4• HEX HIM TEN SCRM a B' O.C. ' DpyceETE ANCHORS OR 1/4'e-20 S.S. N.S. W/ NUT a B' O.C. (SEE SCHEDULE ON SHEET 15) uH snuulm 1 OR m am (sa In rw aa+ a B¢T Re �aemia®°'9iu a �`ro an'�is90N IXISIING. J OJ+64eCN . � FXIO55 I ClAS ; , i(sa �N'N1OIK .y ALANCH p 1 - 1ASNSiA4 KHEX W \ ' 9 3 LOGnon 7EJ( SCREWS a i - 7/9 uw. 12' O.C. I ��,�qAy 1 6�q IXSTINO f a/e 4i CONCRETE ANCHORS II f !, cl/Ss ©� 7 m1E , (SEE SCx0ON Lml F�_(1 SHEET 147 1 % i ! /TIPS li % l 1 ®� POURED CONOM—i / BEN O.e—J CONCRETE L REQUIRED E. B, O. REOUNEO MT NERD CONCRE@ MCHORS CONCRETE MT HIMSCHE CONCRETE ANCHORS (SEE SCHEDULE ON $NEU 15) REQUIRED (SEE SCHEDULE ON SHEET 26) HV FLOOR INSTALLATION t QI HV WALK -OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —73 PSF PRESSURE WHO a FOR -SPANS PER WN. SEPARA11011 TO GLASS iEE SCHEDULE a SHEET 12) t� HV RAINGUARD INSTALLATION t 1- SFE SHEEP 4 FOR D (SEE a DFOIE DISTANCE ASSEMBLY ACARONS ON SHEET 14) 2- DOUNDNO SECTIONS CAN BE CONBRIEO I IN A 1YAV TO SUR AM INSfALLADON. eYe� •, 4- HEx WASHER EK SCREWS a `s.D.s. C. BDCK SHEE15 15 a: 15N ' REONRE HV WALL FLOOR INSTALLATION a01HE JTHIS INSTA TION SHNL BE REMOVABLE MEN PERFORMED roJACEM TOM OPEPPDIE IXR t OR ENTRANCE ♦ SEE UM ARONS OF USE FOR BLADE 1 ON SHEET 28 111//]// © HV WALL WALK -OVER INSTALLATION INSTALLATION DETAILS W/ M HV BLADE FLORIDA BUILDING CODE (High Veloclt Hurricane Zone) CEN . ' ✓1 ^2017 710110GN .INC (ENMING) IDM17 EASTERN NERL SUPPLY. INC. J F' No.44167 ': { �� A I+ Q A IL ECOINC. N 0 American ShuHer Systems TILLIT TESTING § ENGINEERING COMPANY Association, Inc. B�,�., 6�QP. + uee xr. Oau. s4 v.. ors, uwOxu wo0n, rumor u:e 4268 W..t Ro.d. Bme �ss NAl �G\R ' 11 P R.: (ws)m1-lmD . Fe.: (ws1m1-lam man: ta4cwRdsem Weal Palm Beech, 334IX7 �D E'3-wGa]1B Phone: (B00)402-2204 . FRR: (56t)209-8580 WALIER A nWT J,. PC P.E.E. SW./S1 DATE TLOPoOA Ue. / 44167 OR DE A H.V. LCE RWN B EC YOL 0)/2e/1] DRAYRNG No 17-102 SHEET 7 OF 28 NOT KING 11•�• 'f INSTALLATIONS W 1 HV AND XMRNMNL UIC P0050,R/[OCNa©o,® o V I N EKISRNG GLASS ,� #w µo E MUCK D M/ LOCK ®AU MR S BLADE SUCK OaM. X1T 0 VKUp FOq ALL BLADE W HV CENTE MATES CEN1ERReAmwPLC4RO1YAi® 0 i ©a®°.©.@OR IXImNc css pTIWNNECTION _ 3'w'tl/a•w'4 , 6 e u 9• u l • S w 9 R• 6 1/2' (w63-) ALtoo AEIIM. OPPOSING ANctE w/ba) 1�4•e nPc6n ,/x• ---- SYMMETRYCAL .WCX NS CONCRErz (10P/. To I /t0a3 C4' S.N.S. 0 12• C M S EW/ HENLO K ATES MIN. SEPPAARON (Q/10M/2' S.N.S. TON O.C. NLL IFNGMT. W/ -d� CGILMS AT Ubl ANC (CP) I (SEE SCHEDULE ON ' S ® O1 # 35 # IN 3 # 3 SHEET 12) # 5 � ° 1/ is ,/s 4-0 ®'C ®°®p ® HVA O a ® HVB ouT ®- # HVC 6 © l 6 l I -R-06 O°KO« 10 EOSDNG GLASS POURED CO OBLOCX WALL cuss �-I� SYMMETRICAL IN l �a�• 7Qepz� MIN. SEPARIRON - a p�'�J s°ILASS CENTERMATES 6 TO GLASSrJ /' MIN. # b V OC OINTw sISEE SCHEHEET ) ON CIVIL SEPAMRON IN ®w ® O ® O ® ®S® SHEET W TO GLASS (SEE SCHEDULE OPRONAI. ON SHEET 12) (INTERIOR) _ _ _ _ _ _ _ 70.a ' L_ _-- OUT -- ______vM ' ANC i 6 1/2' MAX. SLACK (EXTERIOR) ** HVD OUT P1o4TtiArQ i%ate, HVE FLORIDA BOLDING CODE(Hich Velocity Hurricane Zone QL CE G ©201T TAW:CO. INC.(ENOINEERING) 02U0 EASTERN METAL SUPPLY, INC. ' J NSF,,.. BERTHA HVTM * No, 4416I ' IL E C O Ewa. A■S■S■A■ Accordion Shutter System v ? N. BODE 11 W OR W/O H.V. VANI0'R BWE & N.V. ME *V TILLIT TESTING & ENGINEERING COMPANY American SIIYHBr Sy s }ams Ptv.xa oaOaPNON wrc duwx er: LC •.'���yT•/E' ;. L� dx mss x.w. we.. M, a. X%MR.. G.nIxRc wuv xTIe Assoclaflon, Inc. i m0 is-CTe mnyn aie mlze/n y V ••.., . " 11 Pnan t (30E)si1-1010 . Tm : f]OS)en-1. 426e Vint RoodS 04 G /�NALEt�'�a11j14 "°No ®��°e"° Phone: (600)432'2204 .Far (561)209-8380 3 17-1134.7 G 2 kr / � wNLTEN A T" 41. P.E. 4 �� 1 OL P.E. SFAL/SIG9&E/DATE nOgOA Mc. / 441w 3 SHEET a 8 OF 28 OUT NN i�MIRIING OU55 BLADE IOSIAfCK DUAL , INDICATED ON SNEET B, I`I A5 WELL AS UNNERSPL FLOAGNG GLADE DETAIL H00-HVO , INDICATED ON SHEET 10, MY BE USED WOW WS ALTERNATE bqQ ose 1NSTAl1ATI0N DETAIL HVC SHOWN IN THIS SHOO. ESE END CONNECTION DETAIL ON SHEETS 11 & 20 w" I/4. N a CONCRETE 1/2 L ]P/BORON) k W.S M IS d10d/A. LLS. EI iT L ANGLE (TYP) S.C. PULL I£NGM. $ IN * . SEP TION 30 HV "T" 30 HV "T" MIN TO c S 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCN DULE ON SHE 12) 0 * SEE NOTE B FOR HV LOCK , 'T- LOCK, ON SWEET S. 't' SERIES 94" ALUMNUN (2D24-13 AHOY) LARGE FLANGE THIN SHEET NUTSERT. PART II 0820. AS MANUFACTURED BY AWEL CHERRY TEXTORN, PARSIPPENY. NEW JERSEY 070U OR EQUAL s 30 HV "T" LOCK (OUTSIDE) * ' No.44167 P.E. SEAL/SIGNATURE/OATE OUT ' 0-20 x t t/z" ss.Ms. z 7/8"0 x 3/32" WINGNUT. 1/4" 0-20 x 1" S.S.M.S— W/1/4"O x 5/8" RIVNUT ?. HVG* �- ©tat] TUECO. INC. (ENGNEEKNG) * IL ECOmc. C \\ TILLIT TESTING & ENGINEERING COMPANY F \\\ Us, MW. 3. SL. 54. 10, NR0114 wVI Nalmll A Pheee : bQ5071-1530 . Fee 1 (3D5)e21-1531 m NlaeWool.som o-"'"E]]-0008TIa b,L1ER A "LL" ". 1E. RORNA U0. r 44167 A.S.S. IM American Shutter Systems Association, Inc. 4258 Weal RaaEe as. West Palm Beach, P. W407 Phane: (BOD)Q2-2204 . IF..: (5e1)209-8380 NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) EASTERN METAL SUPPLY, INC. IERTHA HVTN rdion Shutter System OR W/O H.V. VANDOW RUDE & N.V. BUGE 11 DRAWING NO 17-102 A ouT IS ON SHEETS 11' & 20 -�^ ExIsrlNc cuss IN INSTALLATION n HV BLADE W/ HD CENTERMATES i2 --___-----___--IC --- —STING cuss --- N 3/4• &M.S. a 12• *7SEENOTES ON LOCKING RODS ® & HD ® LOCKS ON SHEET 5**FLOATING BIIDEODETAIL HDD-HYD 15ALL CENTERAUTES APPLICATIONS WMH BLADE 1O PON (4) H.V. uD= PINS (TYP.) ,2 — IN (4) H.V. .. r, PINS (T) v TDB-HVB DuT (OPDowu) SYMMETRICAL HD CENTERMATES W/ QA! LOCK (EXTERIOR) HDC—HVC �,,,,,,,,,,,, HDD-HVD** A✓svk A• �z FLORIDA BUILDING CODE (High Velocil Hurricane Zone a1, W T \A rr•cFeaF`• P * i NO.44167 '} * 1 ©900 nLlEce, W4 (NGMED Wa) �+ �+ A■S■S■A■ American SI1MHeT Systems Association, Inc, 4268 Weal Roce, Dnvc Wael POM BeOeh. FL 33407 Phone: (saop3z-22D4 (5e1)2Ge-e3e0 0200 EASTERN METAL SUPPLY, INC. 1L E C O F■c. BERTHA HV,M Accordion Shutter System ,N.. BUOE 1 W OR IN 0 NV. WRN BIFDE & NY. BLADE j ��' ST •� -y �• \\\ •• �'•�� LN+ ��NALEdII TWIT TESTING &ENGINEERING COMPANY �PNone�(NOWI- S10. Fog ::(30)8)1 a12)Iv1R .-..I ulawoaa.cam Fe-pppeTlP PVLXN A TIWf 2r. P.L. nomw tic. f 441cT RW.No D60RWRON 04C DIVAN W. Le. 1 male-wa 0/26/0 MM. 07/25/17 x DRAWING No 4%-1DZ P.E. SFN%5(CAIIiU 10ATE a SHEET 10 OF 28 a , POURED CONCRETE POURED CONCRETE - DIED CONCRETE POURED CONCRETE OR / / OR CONCRETE OR CONCRETE %, OR CONCRETE CONCRETE BLOCK WILL / BLOCK WALL REOUIREO BLOCK WALL RECLINED l REQUIRED / BLOCK WNL REQURRED j " / / ./ E%ISRNO GU6�5( / / ENSTING CU55 -J ; " / 2' MIN. / DfISTWp GLASS CONCRETE ANCHOR .O.C. / Ewslwc cuss i —!— — _ i / / o IB' O.C. MN swNunau ,. 1• . / i / 10 CaAsS (EfE -!m! �.tWRW / / 1 % MIt �MARiOH / m MO. SEPARATOR J / EB�E® / TOaa�(Eu + 9ME mAND 61/16'.J• MAx. ��y M 12 SUCECO / i I 2 FOR W OAN ON S15Ef 2B fOR (063-M) CONT. ON 9 2B MR 12 SH ET 25 " ALulaI.. ttosER / BJJssOB QA 1/2' W 0)k� (LO )1EATC ®Q ALAN (LOCATE '1/2 ( \ ; I Q ) AT EITHER SIDE N5, \ `9j 1/I MIN. ©) I iDSE 1. OR 2' MAX. PLATE.810.1/2's.N.S. I IPIOR _—_ (As APPUCABLC).2sI/S'.W-2' I ___�_ /10.1/2' S.M. Q IV O.C. (063-76AlMaNUM A11CLIANGLE o I6' O.C. '� I 4 (606J-TB ALLOY) AT IaIpNEICNT. (1) B4-0 TA• S.M.S. ANCHORS aQk q WALIL T I- D.C. (LOCATE flT TO SEE DETAIL x ro VlALL AT 1' O.C. (LOCALE AT q'2r SIDE CONNECTION ®• ETHER SIDE OF@) 1 OR Ill'SEE DETAIL x FOR OR & TO TRACKS 6 • SEE MAL x ro 4SOE CONNECTION -�w1 •®' WE CONNECTIONO-� TO TRJAI6 w6 T®'®•IIDi TO TRACKS 1�0 •®u©. Ny"'©.©. END CONNECTION DETAIL ND CONNECT ON DETAIL10 END CONNECTION DETAIL(V END CONNECTION DETAIL(3) POURED CONCRETE OR REONRED ONLY FOR $PMS ERFAIER 1110.4 12'-0' J / / CONCRETE BLOCK WALL / - - - - _ Z;L.-.CUSS /p / REQUIRED O SNp 4 4 / yl O42• SN. / - - - - - - - L•.tl. SERARKDON m ssan OEM / / O 16 O s ONSHEEF D - __ _ j J EO�IE •`(DAN 12 fast IiAaE0)ANG /// raFOR 12 1Oq BIDE mAW CONCRETE 1/2• MW. W SKTET 28 fCH ANCHOR 0 A ®B � q - - BIACER 0M ® 12' o.c. 1 oR pR 1 AR 1 /;ANCREIE/ ANCHOR O 18'�____KOW - - - 4 / O.C. //////��'��' /JJ 6 pR®OROafl 2- MIN. 2' MIN. i SEE UNI AM OF USE roR, SLADEaONSNEET28 @OROOR(qCR@ VIEW Y DE AILPOURED CONCRETE OR®•ENDNSTAL 000NCRETE BLACK WALL OS 'OT '�-©'O'®- REOUtREDSWIS,@-©•@- .®-©.®.p.©. 1 HV BLADE OR HV.WINDOW BLADE INTO O.O ©•O O Q$- OB •fie-®•®-�'i�-OD CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL QS ep•®-® 1�-� ®-OO ,,E17[Yr • ECT ON DETAIL 6 FLORIDA BUILDING CODE (High Velocity Hurricane Zone Sd i 02017 RLTECO, INC. GAGNvfwsa) CM17 EASTERN METAL SUPPLY. INC. °sir/• �jcEIVS�e':`'P = BERTHA HVTM A S S A Accordion Shutter System Z ° 0. O41 • I L E C O I ■ O. ■ ■ ■ ■ V. BLADE I W OR W/O H.Y. WP(DOW BU➢E k H.V. BLADE *! TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems RLYNa a5u.mm1 wrz NUWx 6r, L<. A ;'� A Assoc1A110n, ITic. 1 On a-0m 07/2gv DAM OT/2e/n A o55 N.n. ]Su. M. M. WI.59AWA GaWas, R,WDa Mae, ZGE1 O�F• �A lLA RA : PD!)5T1-150W . Fa.: (]OS)BTI-O]I West Palm Beech, M 3347 st Races Drwe 2 DRAWING NO p ID . a •• -aw2: MMaOa.M<.e 3 1I • •d 03,0006715 Phaae: (BOD)432-2204 . Fa.: (5B1)20R-B380 4 1 %—t D2 WKTEA A IWIT J'. RE. R.ORMA II / 4416T 5 SHEET P.E�•SFAL(SWttS.TU!✓♦'/DATE a 11 OF 28 MAXIMUM SHUTTER SPAN'-L.' OR "L-` (Ft.) FOR INSTALLATIONS W/ ® @ ® or or D ONE HV L CK VL2�, or (� or 28 or HD LOCK c W/"Fj%TICKING RODS 35 �R CENTERMATES 2�ir 29 W/ ONE HV O LOCK 30 W/ TWO LOCKING Mrawuu CONCRETE h WOOD RJSTALLARONS 0 uWaerl 1 RGDfl/COUNC I. OP ) WA14 MOUNTING MOUNTING MAXIMUM SHUTTER SPAN "L+" OR 'L-" (ft.) FOR INSTALATIO)�Li^ •YmVY ASPOdG'1 W [ (PAe.I OR 26 SHUTTER +" OR "L--" 24 �S� I o.Mvol Po 4 nODfl/cpurc uouxnuR HER SPAN* 'L+' * NOTES' 4 SEPARATHIN TO GI ASS REGIMENS NIC j INSTALLATIONSA (I) L+: MAXIMUM ALLOWABLE SPAN FOR GIVEN POSNWE AM DESGN (1) SEE BELOVI FOR MINIMUM SEPARATION TO PRESSURE RATING CUSS SCHEDULE MR SHUTTERS INSTALLED MRHIN )NE HV LOCKS ' PLOWABLE SPAN FOR A GNEN THE FIRST 30' -0' pEVARON Of BUILDING NEGTNE ASD. OE56N, PRESSURE RATING mutsuRED AT BOTTOM OF SHUTTER. NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM (2) MINIMUM SEPARATION TO CIASS FOR SHUTTERS SPAN FOR VlS MOUNTINGS 0 INSTALLED ABOVE 30'-0• ELEVATION OF BUIILINO, BOOR/CRUNG: GNEN A POSITIVE AS.D. DESIGN MEASURED AT BOTTOM OF SHUTTER IS 3'. CONCRETE IXSTAWVRONS PRESSURE RATING, DETERMINE MAXIMUM SPAN 1L 'FROM SCHEDULE SEPARATION! X C MOUNwG OH GNEN A NEGTNE ALSO. DUG PRESSURE c MINIMUM ec TO S R O LE SHUTTER W/ ONE LOCH WITHOUT LOCKING RODS ,tlR ALL uOuNwo RATING. DETERMINE MAXIMUM SPAN 1--' I PROM SCHEDULE. FINAL MA%INUM ALLOWABLE SPAN IS EOVAL TO THE WNINUM DflLFaMED SPAN BETWEEN l+' AND 'L--•. (J) PROCEDURE TO DETERI9K MAXIMUM SPAN FOR COMBIRATIONS IN BETWEEN VIM W/ MOR/COONG MOUNTINGS: FOR A GRAN POSITVE AS.O. DESIGN PRESSURE RATING: DETERMINE. IN L-et SHUTTER SPAT INSTALLATION W/ -.. METRICAP CENERMATES INSTALLATION W/ OPPOSING CENTERMATES , •-3' 13'-10' 105' OR LESS 3 3 /61; 4' 12'-5- >IOS' TO EU% >105 D 3 7/8'a 4' '-2' V. -2' 10'-1l' USE 2 1//2' FOR e0 LOCK �4OG53 OR �I5jjj� . WE MDIAD MUM FOR �CaifElR" '-9• 10'-11 -9' 9.-4' 4+� MAX. SPAN FOR WALL MOUNTING 80 9'-3' 8'-3' 8'-0' 1 9'-3' 90 1 8'-6• W-6' 90 1 9'-5' 1 IOr-I' FOR A GIVEN NEGATIVE &S.D. DESIGN SHUTTER INSTALLATION W/ INSTALLATION L'// PRESSURE RATING: SPAT SY`3MEER!CAL pPPpSINO DETERIANE CFNTERMATES CENTERMATES L1-� MAX SPAN FOR Vl, MOUNTING 105• INSTAUATONS. 2 3/4• •• 3 3/I6' U-- MAUL SPAN FOR BOOR/CEIMNC OR LESS NOUNiNG INSTAILARONS. >105' TO MAX 3 I/C ••• 3 I%{• FINAL MA%INNA ALLOWAELE SPAN IS NLOWED EOUAL TO TIE 14INIMUM BEUNTEN i1i t1 USE 2 15/16' FOR HV i' LOCK 'La4. wL1-' AND'U-' •4a USE 4 I/B' FOR W "T' LOCK 0 W/ (4) GO f0 ANCHOR SCHEOUa YO1H FlNP USE INDICATED VALUES FOfl HV C lMiR. MS.D. D VON P ES SPANARD NECAINEINSTALLATION LEGEND A$.D. DESIGN PRESSURE RANlG TODETERMINE MAXIMUM ANCHOR SPACING.15D CINVEM M u•H91R, V'RAD WALL A, B, C, D, E, N. N. 0. P. 0, R. MOUNTING F, K 6: L S A, V. O MAXBN4 SHUTTER SPAN 'L+' OR L' FOR INSTPIATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G, M. I, I1 E, J. T, U. W & X. InT. A5.0. DESIGN PRESSURE RATING MOUNTING t N.V. CORNER CENIERIMIE d3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING H V BLADE SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION j2 NOTE ®5, SHEET 5. FLORIDA BUILDING CODE (High Velocity Hurricane Zone BS e'-0'V5".-l B'-B' 9'-O' 85 B'-0' B'-0' 95 9'-Y 9'-10' lOD 8'-9' B'-6' B'-9' lOD 6'-1' B'-1' IW 9'-0' 9'-7' 105 6'-)'' B'-4' B'-1' 105 7'-11' 1'-11' 105 6'-9' 9'-4' 110 B'-1' B'-d' ]'-I1' 110 )'-8• )'-r Its B'-]• 9'-2' 115 B'-3'• B'-C ]'-0' 115 >'-6' 7'-3' 115 e'-1' B'-11' 120 B'-0'' 7-10' )'-4' 120 ]'-1• G'-11' 120 8'-2' 6'-B' 125 T-10'' )'-B' T-O' 125 1'-3' B'-8' 125 B'-O' V-9' • ]'-6' 6'-9- 1J0 >'-1' 6'-9• 130 ]'-10' V-1' 135 >'-0'' )'-1' V-6' 135 6'-11' fi'-2 135 )'-9• ]'-8' 140 ]'-5' )'-3' 6'-r 140 fi'-10' S'-11' 140 ]'-]' ]'-8' 145 >'-0'' ]'-1' 6'-0' 145 6'-e' S-B' 145 7-5' )'-3• )-r• )'-D' 5'-10, 1b 6'-0' S-0' I IN V-4' )'-0' 155 7'-0' 5'-5' 6'-10' S'-8' 155 G'-6' W-5• 155 7'-2' 6'-8' 160 6'-Il' S'-2' B'-9' S-6' IN 6'-5' W-2' I60 )'-1' 6'-]' 10 V-10' S'-1' 6'-B' T-4' 165 6'-r 6'-1' to 7'-0• 6'-4' DO 6'-9' 4'-tI' 6'->' 9'-2' I]0 6'-r 4'-I1' 1]0 6'-11' B'-2' 1)5 fi'->' 4'-9' 6'-5' 1'-0' 175 6'-1' 1'-B' 175 6'-8' 8'-0' 180 6'-6', 1'-B• 6'-4' 4'-10' 150 6'-O' 4'-B• ISO 6'-B' S'-10' 185 6'-5' 6'-6' 8'-3' 4'-9' to 5'-11' 1 4'-6• IRS V-T' W-E' 180 8'-P C-5' 6'-2' 4'-7' 190 5'-10' C-5' 190 8'-6' 9'-6' 195 5-3. 3" 6'-1' 4'-6 195 Y-9' C-3 '195 6'-5' 9'-5' 200 W-2' 4'-2' 6'-0' 4'-5' 200 5'-B' 4'-2' 200 B'-1' 9'-]' 205 G'-O' 4'-1' fi'-0' 4•-3' 205 5'-1. a' YOAr . s ' 6'-3• s'-1• aAA IT 7 ILL A //.� `�: `uCENS"••.,'�'i +A 0.4416 ' i Q AA� -j4(1Y]A (•�,: I��ld QxOn pMFLO, WC. (ENGINEERING) ` A S S A American Shutter Syslema Assocla11a0. Ine.ri. Waal Palme Ba«M1 eFL 33107 PM1OnC: (BOD)432-2204 . To.; (561)209-8380 0201] EASTERN METAL SUPPLY, INC. 1 L E C O INC. TIWT TESTING ffi ENGINEERING COMPANY 6.1A Nn. ] . el. cl.. SW. BRnM VR9R6. Rtl4M mle Pnuw:l3m)en .r LSn ecoend�m(m��1-153f 000eTt9 WATPI A TILUT JI. PE RONDA Uo If "MY BERTHA HVTM Accordion Shutter System V. BLADE j1 W OR W RV. WO T BLADE It RV. RUDE j Rnxo oxscRlm9N DATE oRAVm BW LC. I MG le-m9 Or/Ee/v OM'. W/xa/n DRAWING No � %—) 02 � { %Y4{SWIiA1VkE/CATE ! SHEET T2 OF 28 e 4 Ila. ld IKX2i3e7.4�i�CT �d':.e e�e%.}7> JI. EI -1 zakilaiq ,Ai .517 1 P-5FR. O .:E . O .,IL • p�1 ,�•�IL'E� p 1U O. p ,,. 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INC. (ENCWEFRWc) A■S■S■A■ Shutter Systems Wa.t Road ina. 4288 Weat Roaea DnveDRAW Vlaat Pat. B...h. F. ]7107 Phan.: (800)4J2-2204. Far: (561)209-83801%-102 02017 EASIBiN YEFAL SUPPLY, MC. IL EC O EBC. TESTING & ENGINEERING COMPANY\\Gs]]4]Of.1114268 pliaro : (JOs )1- Ss0 , rm : (JOs)B]1-ISJI b T -71 IslecoeoOLcom ER-D00a]1R WK¢R A ll T J . P.E. aORICA lk. / AH 9] BERTHA HV- Accordion Accordion Shutter System .V.BI1BE 1W ORW 0IIV.W2MNW BLADEhH.V.ELIDE/American M1F: 0]/28/1] NG Na =M"dRRAWTIWT P.E. 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ANCHORS RPACH40 EcENI TAPCON WRN AOVµCED 1HRFMfORN iECHNOW4Y' µl POINT SCUD-517 EWE TO W GP TAPPER+ BVK'�GN MQET R //O� WI 3 T Ili' • E 8 L L FL 1. ANCHORS TO SUBSTRATE SHRL BE AS FOLLOWS: (A) TO UNIONS POURED CONCRETE (Mia. re - 3 MI) - 1/4'0 TAPCON WIM ADVANCED THREAOFORM TECHNOLOGY - 1/4.0 v 3/4' ALL POINTS SOUO-SET ANCHORS. AS DIM - 1/4'0 ME TAP CONCRETE ANCHORS W/ CAP AS MANUA - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS BUIWEK 1'.-]MI) & BPE ,Lss9aARCH,Alwn NG E5 AI) 3/4EMBEDMENT INTO POURED CONCRETE OF TAPCON WRH ADVµCFD iNRFADGOR41 IECHNOLOOY µ[HORS AND TPPPFA+ µ[MORE 4 1 . 1 ]/4'AND FOR ME TAP W/ CAP ANCHORS IS 1 1/1', 42) M GRAN EMBEDMENT OF 1/4.0 . 3/4' ALL PONIS SCUD -SET µCHOPS SW BE 7/8' INTO THE POURED CONCRETE NO EUMBAND INTO STUCCO S1 BE PEAMRTED. 1/4.0-20 S.S. MACULAE SCREW USED SHALL BE 1 1/2' TONG MIMNUM SHOULD STUCCO E1DST, AND 1' WNNUM FOR WADLS MTH NO STUCCO. , AJ) IN CASE TINT NUCIST STONE, PRECAST CONCRETE PµELS, PAVERS OR ANY VENEER BE FOUND ON BIE DUMPING WAIL OR ROOT ANCHORS SHAM BE LONG ENOUGH TO REACH THE MAN SMUCTURE BEHIND SAD WAIL FIMWUES µCHORALE SHALL BE AS NOICATEU ON NOTES AI) & A2) ABOVE FOR MBTA11ABONS ON MM SIDING OR E05 WIN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTAlAAON MR) EIFS MIN METAL STUDS SEE SHEET 2A VING CONCRETE (B)1/1 a ET%IAPCON WITH ADVANCED RUADPORIBDTECRNOLOGY ANCHORS AS MANUFACTURED BY I.T.W. WHOM- I/4 O . 3/4' AU. POINTS SCUD -SET ANCHORS, AS DISMIBUTE BY ALL PONTS SCREW. DOLT & SPECMLTY COMPANY. - 1/4.0 EWE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FIDNCA FASTENERS DRECT. INC. - 1/4.0 TAPPER+ µ[HORS AS MANUFACUiEO BY POWEAS FASTENERS, Ma, AND MSMIBUIED BY ALL PONES SCREW, BOLT & EPECAW COMPANY OR ANY OMER APPROVED UCENSED OR AUTNORQED VENDOR REGISTERED MAIM NNE AMERICAN SHUTTER SYSTEMS ASSOMBICIL INC, NOTES: 8.1) MINIMUM EMBEDMENT URO CONCRETE BLOCK OF BLUE TAP all CAP ANCHORS AND TAPER+ ANCHORS IS 1 1/4' AND TAYON WITH ADVANCED THREIDFORY TECINOL00f ANCHORS S I'. 0.2) MINMUM EMBEDMENTOF 1/4'A . 3/4' ALL POURS SCUD -SET ANCHORS SHNL BE ENRRELY EMBEDDED INTO THE CONCRETE BIDCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMUTED. 1/4' 0-20 S.S. MICHHE SCREW USED SHAM BE 1 1/2' LONG MNIMW SHOULD STUCCO IX5T, AND 1' MINIMUM FOR VMUS WRH NO STUCCO. 0.3) M EASE MT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS CR µY VENEER BE FOUND ON THE EXISTING Y/ALL OR ROC, µCNORS SHAM BE LOW ENOUGH TO RETCH THE MAIN SIRUCIURE BEHIND STUD WALL FM616S. ANCHORAGE SHALL BE AS MDHUDED ON NOTES a1) & M) ABWE MR UISIMt n= ON MM'L SEND OR BUS WTTN OR WIMOUT MEN. STUDS CONSULT NIS ENCNEER. MR INSTAMARDN I00 TIPS WIN METAL STUBS SEE SHEET x0A (C) ANCHORS S BE INSMULED FOLLOWING ALL. OF THE RECOUMDOARONS AND SPECIFUN ONS OF WE ANCHOR'S MANUFACTURER (0) SEE SCHEWIE BROW FOR EDGE OVANCE (E.DJ VERSUS SPACING RELATIONSHIP TOR µ[HORS. ANCHORS - MAXIMUM ANCHOR SPALWCG ARE VAUD TOR ME IDSTµCES MICAND BEIDW. MR E. D. LESS MAN ME MCIOJED. REDUCE µCHOP SWMIG BY YUUPLYM SPACING SHOWN ON SOHEQDIE BY THE FMLONING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SITYE NOT BE IFSS MAN MIMMUN SPAMW WOCATEO MR MEN µCNOR WE FACTOR ACIUk EDGE DICTAN" .YC&L Y/ AOVM® MIN. SPACING IIrVA,OMII 16H ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + YIN. $PRCINO ED. ]' 4' MIN. SPACING - 3 1/2' MN SPACING . 3' IeFdp FAA]&TC MR M.3,/T WaETE BO]( MR Ea.2 I/L• POMEa coNCRflE & . BLOCK COU MWE YN En.3, POURED oxM & CaNCRFTO BIDDN MN M.r FCTBB (QpEDE EDL FII.31 NG&ITE YM( YR EB• , x!T 3' 0.90 1.0 0.78 1.0 0.B4 1.0 21 0.e1 IA 2' 0.71 -- 1- t t 2' C)2017 NFL0. Wa (FMJNECRMB) �LTTCO TILLIT TESTING & ENGINEERING COMPANY also M.. Le4. 9L Y,, A!, MdMA GIAP]YF. FICWM'M PNmie: CM)NI-1530. Fox: (3W)871-INI EB-MB6719 �OBTIP WA TRR 44 P.F. FLORIDAOWIk. A AN 8) A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roads Dove West POI. Beach. FL 33407 PhanO: (BOD)a]2-2204 . Eau (581)209-8380 Accordion Shutter DRAWING No 17-102 MPIVJ IA Ix ,. ...-ii •..4 :1a ac:,..•ui, sr ca .7,-:L. 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M. (eIUNEFAINC) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER} * SEE ANCHOR SPECIFICATIONS ON SHEET 14 Q VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE ®4, SHEET 12 n HV 'BLADE ONLY INC. ECOENe. A S S A rrw Accordion Shutter System TILUT TESTING a ENGINEERING COMPANY American Shu(ier Systems .V. BLADE II W OR W/0 N.V. WINDOW RUDE @ HY. SLIDE AnL cam" MII .. m. LC. US4 NW. ]GA. $L, EY. Aaf. 'nP44M E41DW5. RtlOM ]]I Association, Inc. I IXD IS-0)9 D)/96/1) die 07/]D/1) Phona : (30 )071-I6]D . F0.: (]03)6)1-1331 4266 West Roads Da's ] DRAWING No -man: eawoawsam - Weal Palm Beach, FL 3307 3 se-o0D6)10 W.M A T1 Jr. P.E Phano: (900)43]-2204 . Faa: (561)209-6360 , 7— QQ "Ass ua. d 4n6T 5 1 SHEET MAf(IM IM N XOR� SPA INO (In.) SCHEDULE FOR A GIVEN MAY cH ep DESIGN N 0 A D A ORR PONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTAI IATION (= YNMINOS A& D. 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F� P * ry0' 44 ) WN17 XsCO. M. (FNfm:FFAwc) A S S A American Shutter Systems A$$aetOttOn. Inc. 420 Went Roaft erica hn PDene:(00)1]2Wewt '220+.NPor(W).... W80 92017 EASTFAN NEML SUPPLY. U4C. I L E C O Ina. BERTHA Hr S Accordion Shutter System I.Y. RUDE 1 W OR W/O NV. WWDOW MADE & NV. WADE yn,:' t� 1/ LF�'--L�Ld�'rrtt TIWT TESTING & ENGINEERING COMPANY M. Mn. neo. 54 v.. IW NRraw : (M]8 11-153 v: Piwn.: hmlmt-tDTo . m.: (DmJmI-Ica 19 RL Mµ]FRAN ROFJM O / .OQ] p[KNo RSC'RNNON D.]C OpI\ill B(: L0, t 01D I]-D]R N/36/I] Dlif: D7/]G/17 >; DRAIWNG No %—OZ P.C. SFAT}'91MIONywTE 3 1 1 1 SHFFT MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 19) . ��EE3 L--J B!S;TF;;;�ATFEE- MAXIMUM SPAN (tt) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. COX PLYWOOD WALL MOUNTINGS M, N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS IN&X WALL MOUNTINGS M, N. 0 & R CEILING MOUNT FLOOR MOUNTINGS W & X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W & X WALL MOUNTINGS P&o k3LO. NEGMJE OMM LOAD (p11 MO. NEC.AM BMW tOW (pit kSft REAM BMW IAMB (W UA NEWTNE DESIGN UMD (W ASD. NMMIE DEMGN t00D (pal So. NEGUNE DMON = (ql kSA NEWTNE DESIGN l6W 130140 160175 9D 105 30 40 160175 90 1105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60175 90 105 30140 60 75 90 105 30 40 60 75 90 105 '-0' OR LESS 12 10 10 9 8 8 6 6 6 6 8 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 S 6 5 4 4 4 3 4'-0' 12 10 10 9 8 8 6 6 8 5 4.5 4 12 10 10 9 B 8 6 8 5.5 4.5 3.5 7 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 fi 5 4 4 4 3 •_0. 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0. 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 -0. 12 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - 4.5 3 2 - - 6 5 4 - 9'-0. 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - 4 3 2 - - 6 5 3.5 - - - 10'-0° 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - 3.5 2.5 - - 6 5 - 11'-0' 12 10 5.5 - 5 3.5 2 - - - 12 10 4 - 4 3 2 - - 12 10 - - - 3 2.5 - - - - 6 5 - - - 12'-0' 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3,5 2.5 - - - 12 10 - - - - 3 2 - - - 6 5 - - - 1X-0° 12 10 - - - - 4 3 - - - - 12 10 - - 3.52.5 - - - - 12 7 - - 2.5 2 - - - 6 4 - 14'-0' 12 10 - 4 3 - - - - 12 7. - - - - 3 2 - - - - 12 5 - 2.5 2 - 6 3 - 15'-0' 12 - - - _ - 3.5 - _ - _ - 12 - _ - _ - 3 - _ _ _ - 1.5 - - _ _ _ 2 - _ _ - - 6 - - _ - _ 16'-0' 12 - 3 - - 12 _ - 2.5 - 11 - 2 - - 6 (� H V BLADE 0 R C1� H V BLADE W,[ HV WINDOW BLADE WORKING IN UNISON* + NOTES ON ANCHORS R UPREMEM- WOOD SUBSTRATES. 1. ANCHORS TO WAIT. RmR OR SOM TWO somr m BE As MHLO : - 1/4.0 TMCON WRH A M= THflFIMORd TECHNOLOGY MOORS, M ANNFMIURED BY U.W. BWNIX W/ WWMOM THRMED PENEIRAiNN W IMBIBED AT FICH SECTION ON SHEETS 19 & 19. INCEPTION: MM 2. MOHRS TO „OIW COUNGS GE/S PER HOUNING ME U, SHEET 19 NIO SNAIL CONSIST OF tID SCREWS AS PER N.o.S.'M13 SPECFlunoNs. 3. wasTMTE SNNL CONSIST 0 THE FOIWWWG: -SOTIINEAN PINE Nw 2 W/ G.aOS O.D.5) -DWGV F.R W/ GWM ON.O,&) -SPRUCE PINE m NORM W/ G.0A3 (NDS.) -SPRUCE POLE FIRSOVIH W/ C.0.36 (NO.S 1/r CM PLW/OOo (1986 MA) 0. ANCXDpS SWL. BE VlSr I FOLLOe0R) ALL OF THE RECONWNOATRNS AND SPECIFICATIONS OF THE Anmorcs WNUFACfuRER. FFomA.� 4` SB�uf[naON�Of ME OF 11�v/M1 FLORIDA BUILDING CODE High Velocity Hurricane Zone ,wA ? D'4976 02017 MECO. Inc. (WMNEERNG) �+ �+ A■S1.S.A American ShuHer Systems Association, Inc. 4269 V/est Roadi Driw Phone: ( 00)432'2204.hFoR (561)209-080 02017 CISTERN METAL SUPPLY, INC. IL ECOINc. BERTHA HVTN Accordion Shutter System .V. ELIDE I B OR 0/0 N.Y. UNMI BLADE & ILV. BODE 7 N %i �XA% 0 '.�;' 1l s1N -Sl^•.,,flID••,.'\a ,441N V V P.E• i17Rt/DATE TIWi TESTING &ENGINEERING COMPANY e33e Nw. 3iR. sv, aW. Me. avows..".. Fuwoe MI Pmna : (W5M2T-T53D . Fm : (3W)mt-uJ1 o-moED-NO6710 MIER A MR 11 P.E URIDA Uc. It 44107 RU.No DM`hRNION ME Men,M Lc. I Mo 13-0s m/2e/n M1c Wne/17 2 DRAWING No 17-102 a SHEEP 16 OF 2B e (SEE MOUNTINGS ON SHEET 19) MAXIMUM :E3 U B :EE;TRATE SOUTHERN PINE No. 2 Wd MIN. G-0.55, D UG(AS FIR W/ ,MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 SPAN (Tt) 8.0. WALL MOUNTINGS S&V B.O. WALL MOUNTINGS. S & V B.O. WALL MOUNTNGS S & V ASD NV Itr£ DESIGN LOIO (pN k= NEGAIVE DESIGN UMD fpd AM NEGATIVE DESIGN lflb (paf 30 40 60 75 90 105 30 40 160175 90 105 30 40 60 75 90 105 3'-0" at LESS 12 12 112 112 12 12 12 12 12 112 12 12 12 12 12 12 12 12 4'-0' 12 12 112 12 12 12 12 12 12 112 12 12 12 12 12 12 12 12 •.-0• 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1. 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7'-0' 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 B'-0' 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0. 12 12 12 12 12 1 O.E 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-O' 12 12 12 12 11.59.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0' 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 .12 8 6 5 5 12'-0* 12 12 12 11.59.5 8 12 12 10.5 8 17 6 12 11 7 6 5 4.5 13'-0* 12 12 12 10 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0- 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 1 4 3.5 15'-0* 12 12 11 9 7.5 5 12 12 18 16.515.5 13.511.5 8.5 6 4.514 3 16'-0' 112 112 10. 8.5 6.5 4 1.5 12 18 16 14.513 Ill 8 5.5 4 1 3 - J) HV BLADE ONLY + NOTES ON ANCHORS REQUIREMENTS- WOOD SURSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SNALL BE AS FOLLOWS: - 1/4'0 TAPCON WON AWMCF) THREIDFOPM TECHNOLOGY ANOHDRS, IS MANUFACRIRED BY I.T.W. BLLOEN W/ MPINIOWMSEE UN 2 NUMERATION AS INDICATED AT FACN SUI ON SHEflS IS & 19. 2. ANCHORS TO NOILM WILING SN BE AS PER MOUNTING TYPE U. SHEET 19 Me SHALL CONSIST OF LAG SCREWS AS PER NOB 2015 SPECIMARONS. 3. SUBSTRATE SN.NL CONSIST OF THE FOLLOWING -SOUTHERN ME No. 3 W/ G.035 (MOS) -DOUMAS FIR W/ 0.0.50 (N.D. ) SPRUCE ME FIN NORM W/ G.0.43 SPRUCE PINE FIR SOUTH W/ G.0.36 (N.D.S.) -MIN. I/2- COX PLYWOVO (1986 ARA) 4. ANCHORS SHML BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIRMONS OF THE ANCHOR'S MANUFACTURER. p2017 MnC0. Ma (ONGPRLWNG) IL ECOIN "TIWT TESTING & ENGINEERING COMPANY A15! M.V. ]W1 SL. 9a ]OS NP411U EA40PE. Ntl:IW SI PMne : (!O!)BTI-1Sl0 . Fov : (]OS)�I-Ifi]I u-mo5; 4(Xnol.eerrl EB-W%V06TIp WURCA 1LLI44 P£ M ELOHDA IMs.1 441 a) A.S.S.A, American Shutter Systems' Association, Inc. 4268 West Roads DNva West P01m Beach. FL 33407 Ph..N: (800)432-2204 . Fec (561)2a9-838a BLADE it W/ OR BAD N.Y. DRAWING No 9 9 00 WDDD REO'D. 16) 11 (S SEPARATION 0= E%5aN0 ( (BEE SHEET 12) GL1SSy ON BHEEL I?) ON HV WALL HEADER INSTALLATION SHEET 12) 1/4'e-20x3/4- S.S I.IMANE SCAM W/ t/440 NYIS O 12'O.C. - NW. CON PLWACOD REVD. PLy'j TO BE ATIKNED TO 1/2' MIN. CD%-\ WAIL FWISH nc n .A 01 .. BFD'a. enmc IN ArmanA W PLYWOOD FEO'O. I' S.S. WCIIINE SCAM NM 6 12- O.C. 2'.4' COW. S PLATE PEVD. &I \g vv ............. i N0.44167 `: * ' ? \ \\ \V 1\\ A■S■S■A■ American Shutter Systems Ae5 Vies% ose Inc. 626e We3t Ruble. Ome V00) 2-2 bleach, FL JJ4W Phone: (800)4J2-2204 . Por. (581)209-BJBO BERTHA HVTM Accordion Shutter System .V. MME 1 Y! OR W/O H.V. WPIDOW MADE & H.V. Ma j IL E C O Y■c. ENGINEERING COMPANY TILLIT TESTING & ENGI was N.W. x ( SL. s.. SD3. vAWm4 WYOars, NC1m4 311 Pprna : (]0.)B}I-ISb . Fax : (1W3)B}I-UST _mc}; uhcao.a.cem WALJEe k Mn J1 P.c ROHOA Us. / 44DS7 HEY.N. OESCRIP W I DArz IM. w: LC. 1 DIW m-0}W npn/I. w¢: D}/2sM : DRAWING 2 %—� OZ 3 A P.E.YFia{SIG+A�GR(/DATE It -OF OF 28 D MESH (SEE SCIRLUIE ON SHEET IT) E%ISTNC—I OUSS I I I —I-EXTRING MIN 214' NEADER RI MIN. SFPAMTGN O GUSS (SEE suainUIE ON SHEET 12) OS HV WALL HEADER INSTALLATION 1N-SEE SHEET 4 PON TYPICAL SIIUTTEA ASSEMILY. 2-MWNIWG SECTIONS w DE COMDINED IN ANY WAY TO SUIT ANY INSTA.U%WN. I MM. SFRARADGN / TO GM $$ ,I (SITE SCHEDULE ON SHEET 12) EXISTINGG LAN I in.) E%ISTNG _— (IF gppLICABLE) !AN REWIRED. RAL ADEQUACY ING moo BEAM DRRFIED BY _ F2fISDNO WOOD ED ENGINEER OR T PRIOR TO 1/2' 1/2- TRUSSES OR 24' INSTALDOON. OAC.ERF0 V WRH -- RFADFORM W1 1/2' Miry THR -- INS1 o SOFFIT 3/4'N TWO WOOD SM E0 /14x3/4' E 11b1/e' CONT. ALUM. ME E ON SKEET 16) SUS. (6063-T6 ALLOY) W/ O 6' O.C. I MID �TRUSS RETO (F/)H/RATER 1 or Q OF Q I 11 OF ©Or © OR LOCATE IAC SCREWS AT I MINADM OF EbSDNO MOD I MEMBER. (r Mn. NOYPIAI YMW) I OPEN HOLE AT EACH W/ 2' UP. Pa1ERNMIN OF R� J SN0 TO k�T 5'290 IAG SCREW THREADED AREA MD FOR INSTIQUIMNS WITH 72 p41 qTCENTFA OF TUBE. MA%. ASO. DESWN LOAD ORO MH an". _ Ip°AS(9S I IW ffA^MOI L r� B'-0'w SPAN. 1NG INSTALLATION IS ONLY VNID CAT 1941Is WOOD W/ MIN. SPECIFIC t0 EXRTWG M� g�A2xFOR 0 AS UNo. 2. OF EAN OAS~° oM®TDR'nR OR SOUMMCRISATY PWE OR owD OR ® OT HV CEILING INSTALLATION OU HV CEILING INSTALLATION 1 lan"now OR ®� ItR4. SEPARATIONI I IMEapLeN`o QSTNC -I (sER sa DE utE J I I 1 IA4\ no an I. v ` ION 1 SHEET 12) I I ' 1 I I YB Iwunen /a Man. GN53—I I I I 2'x6' MIN. WOOD iWISN I 1/4' O /IDxJ/4' MEN!=21 DECK REOUNEO IE-1� 19 Us. 6 • 7 D/a WASH HEAD TD((NO FlNI6N ALLOWW) 2•xV MIN. WOOD SCREWS O 12' so \ " 1J OR® DECK RFONREO (NO FOGEW DECK C IT ALLOWED) i MPLMA6LETLFO 1/4'P-2Ox3/{' S.S. 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OLADE ' * a American Shutter Systems awns oEsaIPTION o4TC M. en La C TILUT TESTING III ENGINEERING COMPANY e :N wss x.N M. a, Ss. as, Lm44M wsLeFa. Fldtw IDI Association, Inc. 1 OLO 13-020 m/Fa17are 02/2e/17 '<, F+ \;11T Pnmw : nos)BTI-1mO . Fav : (w!)021-Ill1 426E West Roads DAw '2 -nNa: UnerneoaLe4m Wepl Palm Beech. FL 334W 3 DRAWING No -. ssmNAlF' *AM AO N7 Er. P.E. Phone: (BOD)432-2204 . Fow (561)209-8380 { 7— Q'z V.E. x;Wlsfamot"E/GATE FAROA Mo. 144167 5 SHEET 6 9 OF 28 ENThS LIASS� L _ Yill Me Kne,00. END INSTALLATIONS M HV & C1-A) HV♦ BLADES INTO 2]]x4" MIN. WOOD STUDS. M o. 2•,4- IIPL IYOOD . , ,• , ; , I OU10EV chax PCOL. LG �_IA\/A\1I 1 1 a• YIN' AT f 1 SIXMM I \ aI ' /lal/a•s.ux Stal/3'sus. o1e O.C. t ON ®• -�•©,O•Qu®•�� I CO OONSEE % FOR GR®• TO TUCNS o•®•®'si•Qa'Q� END CONNECTION DETAIL IXl$1@14 LVS$ � 1/�'0 LMCON WIM MNA11CF0 TIPE/ArOPH -� � LCCMXOLOLI' IIV BVYM 3�, YM 11� IIIbYJRS N/ 1 I/3' W. 1PflF/MO 1YR]1 SIImS ftFL 0.� s n• .12-DH aTo smoo.e z.u. neI END CONNECTION DETAIL • 11Fg1]JiFp ptpv ELR SPA49 GflEVd T4N IYd ♦ SEE LIMITAnONS Of OSE OF ON SHEEP 28 LON•L•L•(;-Qj.T�. .�a.. n.a a. — ....,,. -er -u ay-0•,�- PLAN O 0-® 0-8 0 e0'�•�'®-�•� DETAIL % END CONNECTION DETAIL 0 END1 &,jjON DETAIL 1@ FLORIDA BUILDING CODE (High Vemcit Hurricane zone i� 7 i ?�/r'CENSF'+ /F ? o.441s7 ` } S• \\\ D \• �.••••.•.• �IEA 1\ = '•., , ��-VVV Fs� ,,• SIpM>Nif/GATE C)M1) MUM. INC. (ENLINEEIONG) �+ p %�■�7■S■/+�■ American Shutter Systems Association, Inc. weot Roam Orivo VIII Palm Beach. FL 33407 Phone: (800)432-2201 . Far. (561)209-8380 02017 EASTERN METAL SMPPLY. INC. I IL� BERTHA HVTM Accordion Shutter System V. aOE 11 W OR W/O N.V. UNDO ME & V. RUDE TILLIT TESTING & ENGINEERING COMPANY yy NN. S.-In. a. 54. 30R NR(yM WEEK f1OPDL y116 II 1 (303)e71-I5m . ra.: (MIA268 e-ma0: NMcaOod.eem ®mle -aoo MULTOI w nW! !r. P.E. 1L MG E a16T M.N. MMoUInch I wn onxwN en Le 1 IXU IS'O)B 0)/]y/I] Mn: Vr/26/1) a G No DRAWING 1 ]—� 12 y 4 5 SHEET 20 OF 213 0 o�a ®a,�1 H0 w- vtl- - SEE END 8>8> 177 VNI, LO�®�©•Oce TYPICAL 2 HV BLADE SHUTTER ELEVATION N.T.S. 4D-&@ vo • NOTES ON HD LOCKS AND CENTERMATES: I. BE USED FOR ANYSPSPANNOR ,TORY �p,`AND CINSTALLATION AT OHEAVY DUTY SYMMETRIH.D. LOCK CAL CENTERMA ES, .INSIDE OR'OUTS DEAND TANY ELEVATION. LOCK, ATT CHED MIA HEAVY DH.D. LOCK UTY SYMMETRICY BE USED AL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF 3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i,e., FORS UTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. P i �jcEnisF No, 411 1 �•� f ( AW" � R\ y S j111 s. S/Oat A\ E ©201] %MZC0, MC. (NE WNG) ALS.S.A. American Shutter Systems Association, Inc, ,Veal Rootla GriVa Weal l P.A. Beach, FL 3.310] Phona: (800)032-2200 . Far. (581)208-8180 G2017 E ERI NE & $APPLY, INC. IL O- TIWT TESTING k ENGINEERING COMPANY xw. lea. a, m. A>, wcrta GVDFNS, Mona v1a P"s : p0,lan�""-15M . ro.: pas)a]1-1A1 - a: M..VwA..m w"oaos]1c WALIFft A ll1 ". P.E iwMa 1k. / 41167 BERTHA HVTN Accordion Shutter System W. BLADE t1 W OR WIG HV. WWOON BLADE & H.V. BADE A R2Y.H, 6acMPn1x CAMoluwx er: Lc 1 010 1II_ore MAW' wrz: 07/26/17 2 _ DRAWING No 1 ]-102 3 P.E. URE✓OATE '! SHFFT POURED CONCRETE REQNRCD MACHINE SCRIENS USING 1/4•-20 NUR D 6. O.C. POURED CONCRETE REQUIRED uw. swNurax I(C M I-� ro wss I I T ENISfING I l56 SORONE Ox ' GUSs I ® HID WALL HEADER INSTALLATION CONCRETE MENDED (SEE SCHEDULE ON SHEET 26) EDGE OF - W 6➢xunW: _SIAR APFUCCADDIE UK 0 i 1�w� onk� Inner u A y 3 EriSTWQ� s 2f) w 2 POURED 4 FLAT HEAD CONCRETE ANCHORS OWNEDiPEO CONCRETE (SEE SCHEDULE ON SHOE! 25) ® HD CEILING INSTALLATION © HD TRENCH INSTALLATION uw.eTpunPN L roam Q uN. smuunlm w tl J(s¢%GNMUE ox Exlsnrvc I i s:,En 25) GLASS E261Wc D 1 ALTERNATE E OPnONKi -1 MAS R NEl AVCHOfl ASHER HFM i LOUnON I B TEIf SCREWS B 6 O6'O.C. i ?i /1 ScREP La HUD TIX SCREWS I] O.C. OR1/{'0-20ISS.S Y.S EWE OF CONCRETE S w/ NUT I r O.C.- I SNFkTSOLLE ON ON p APPIUKASUE ID WALL SILL INSTALLATION CONCRETE REWIREO— ?INAWN OF SEMONe' FQ HD RAINGUARD INSTALLATION 21 FOR TONCAL SHUTTER • E. 0. � EODE ORTANCE i__ U BE COY9INED (SEE SPECIFlU110N5 ON SHEET 26) „IOIIEEbAAi4�� ME OF 1 LFW HEAD CONCRETE ANCHORS (M SCHEDULE ON SHEET 26) ® HD WALK —OVER INSTALLATION HIX WASHER SCREWS O © HD FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: 7/9"=I' ;* d{s`l\P' `vCFNSF d' NO. 5: t ©xDiT nuEa. WC. (ENGmaawct A A�S�S�/y� American Shutter Systems Association: Inc. 026B West Real Driw A'/set Pelm Beocl:. R ]3W7 Phone: (B00)432-22D6 . Poe: C561)209-8]BO 02017 EASTERN IIETAL SUPPLY, MC. IL ECOLNc. BERTHA HVT Accordion Shutter System ,N. BUDE I W OR WAD NV. MNDOW BLADE & H.V. BIADE •o i • �F,wpw 1A • (�\a set =__s/Duel EN ..e1A TILLIT TESTING & ENGINEERING COMPANY sus xn. ]eu. S, U. xa wavw OARcox. Xn Phone : (dOfMtl-15]0 . Tee : p05)E)t-u]I -mm: "WeDeekon, m-000e) Y MOUR A nWT J. P.E. FUNDEA Mc. / 4e167 flENA:e DLssam2x DnE DMWN ar: EL 1 IxD a-ms e1/2/n tote 02/2e/12 y GfNWINC No 1 %-1 DQ ] P.E SPAJSIGIT 6W' DATE s SHEEr 11 Nr 1. s SEE END WALL CONNECTION DETAILS ON SHEET 24 I 1 ♦♦I� -fEXl MNG GLASS INSTALLATION OUT I'V * SEE NOBS ON LOCKING RODS O® h HD D LOCKS ON SHEET 21 n HV BLADE O�^O�©�iOGw ®��I® SEE END WALL CONNECTION_ : MAILS ON SHEET 24 -- EKLTNG GLASS -- ----- ------ r- - - - - - - - - - - - - - - - - -s 606]-iB a110r) uuY. 1/2 .WCIE W/ 1 1//1'e MIN, S ARARONGLASS (OPUONAL) 4 (OPTIONAIJ TE. �HOR$ TO 114 . 3/4' &U.S. O 12• (4) H.V. "KGZfl111T.01/9ORGYyy�� O.C. TO aim x p) pmh• sus I- (SEE scnmutc PINS (TYP.) IN 4 H.V. 3 m >µEE[FAAT MP1 I ^ ON sHEEf 2s) ` R. () , c a I a , io• PINS (TYP.) c a� J oN &II © e O(e rIX51M0 DVSs MIN. WMIATKIN To cuss IN 5 ISM SOKOULE ON SHEET xs) OUT 1 6 1/2• MM HVD—HDD P.E. ` ( ' VB—HDB OUT SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) ©2017 X=. NO.. (GIWNEfR114I) IL ECOINC. TILLIT TESTING k ENGINEERING COMPANY 03M YW. xu n., Re. x ..0w00n. nelsN. sr PANIe : (305)6n-1530. Fm : (303)e71-1. .-maa une<PoaPLmm m-aaoene rvALTFR 0. TLLIf . P.E. ROi9A Uc / IOx HVE-HDE A.S.S.A. American Shutter Systems Association, Inc. 426E Well ReeEe Drive West Polm Beach, �340T PMne: (SOO)Q2-2204 . FWe:v: (56T)209-eeBO EASTEGI METAL SUPPLY. INC. V. B)ADE ll W/ OR W/O KV. WWOGW BLADE A H.Y. BLADE NWJb O6CRPfION WR (HU'UN Ele Le I N➢ 1S-OlP ax/]e/,1 Ws 07/]e/1) 2 DRAWING No 17-102 q POURED CONCRETE DR CONCRETE BLOCK MAIL.MAIL. REQUIRED 6 A oG �EMSMNO CLASS TN ul. ' (---i j J I I / / MIN. SEPTO ARRON N (I () (SEE SCHEDULE ON SHEET 25) E /2 NIN. I 1�. OP ® + I1 YI Oq®+ I1 hl END CONNECTION DETAIL � 5 CONCRETE ONNCRECONCRETE OR CCRE TE BLOCK WALL — PEOUIRED— Z—(E%ISfINC GLASS / MIN. SEPARATION TO GLASS CLASS /CWCRETE� (SEE SCHEDULE LE / SHEET 25) O 11. I/2 MIN. D.C.rt---' .,•.. I OR ® OR �+ /O''�,OR r ®aa ®+ IT h1 /14x1/2• I O Is- O.C. SEE DETAIL X FOR SUE CONNECTION TO TRACKS — POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED CEGSTHG GLASS i 0.0 ' �ROOR ®@. i r OR POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REOUIREO i BLOCK WALL REOUIRf0 � fEXISTING GLASS / �• uw. � ETnmxc cuss MIN. SEPARATION MIN. SEPARATION TO GLASS (SEE SCHEDULE (SEE GLASS CHEDULE 000R@ SHEET 25) 1/2• / ON SHEET 29) •USE I. OR 2• MAX. I PLUMwUN BID ANGLE'(6060-Ta ALLOY) AT MIO EIGHT (1) B14x1/2• S.M.S. TO 14 &(2)1/4.0 TMCONS ANCHORS TO ElMm SIDE CF©)��AT DETAIL X FO 4 O®OR SLOE COW TTOITRACKS (> ♦OOROOR6-�+ OR END CONNECTION DETAIL 20 END CONNECTION DETAIL03 P.E. 4416% it, EN6�a'° END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS ClLMFA THN! 12'-0- PLAN VIEW Y DETAIL X END INSTALLATION n HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. DETAIL p2017 TLTECO. INe (ENCod ERwO) L TILLIT TESTING & ENGINEERING COMPANY .51 N.p. ]6'A 6L. SLL ba, Ng .OAK N, Tlapy,. " Phone 1 (3O5)871-15U . Fa.: pw)en-15s -mull: LLa[aaoko. EB-0006719 -ALTER A 1YLF Jr. P.E FLORIDA Lk. 0 44197 A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roads Dove WoO Palm eeaab, R 38407 POane: (800)402-2204 . Fax: (561)209-8350 YIAWY W# DRAWING No 17-102 MAXIMUM SHUTTER SPAN "L+" ORS"L-' (ft.) * INSTALLATIONS W/ SYMMETRICAL 3311 OR 3 , W/ ONE HD 4 LOCK & O LOCKING DS Q ,1NmruM As.D. =.N PRESAIPE MIWO pal.) PDR -) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDMONS La (N L-IN D OR LESS 15'-5' 10 -0' 35 14'-10' 1B'-0' 40 14'-4' 17'-10' 45 13'-11' 17'-6' 50 13'-6' 17'-0' 55 13'-3' 16'-10' 60 12'-I t' 16-2 65 12'-B' 15'-W 70 12'-6' 14-1V 75 12'-3' 14'-S- B0 12'-0' BS 11'-10' 13 -7 90 I1'-e' 13'-2' 95 11'-S 12'-10' 100 10'-6' 12'-6' 105 lD'-D' 12'-2' 110 9'-6' 11'-11' 115 9'-P 11'-T 120 W-9' 11'-5' 125 11' 2' 130 10'-11' I to'-9' 140 10'-6' 45 10'-4' i50 10'-2' 155 ISO 9'-10' 165 9'-9' 70 9'-7- ]5 9'-S' 80 9'-4 B5 9'-2' 195 W-9- A. FOR A GIVEN POSITIVE GIVEN NEGARVE A.S.D. PROCEDURE TO DETERMINE MAXIMUM SPAN FOR VIAL. NTINGS OR FLOOR/CBUNGP N A POSITIVE ASA. DESIGN PRESSURE RATING, AMINE MAXIIAUM SPAN 'L+' FROM SCHEDULE N A NEGATIVE ASA. DESIGN PRESSURE RATING, AMINE MNIIMUTA SPAN 'L= FROM SCHEDULE. L MAXIMUM ALLOWABLE SPAN IS EDO& TO THE MLLM DETERMNED SPAN BENIEEN 'L+, AND -L-'. PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SINAIIONS IN BETWEEN WALL W/ F cOR/CEIUNC FOR A GIVEN POSITVE &S.D. DESIGN PRESSURE RATING DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING DETERMINE. Ll-= MAX SPAN FOR WALL MOUNTING INSTALLATIONS, L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN ISEOUN. TO THE MINIMUM BEDYEEN 'Lr+', 'LA+ . 'Ll- AND 'La-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM ASA. OESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. M HV BLADE 4 SEPARATION TO GLASS REODREMFNIS MINIMUM SEPARATION TO CUSS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING 15 3'. INSTALLATION LEGEND SUISFIRAIE FoINFO omoRerE MOUNTINGS (SHEET 2]) WALL MOUNTING ME M & FLOOR/CEILING BB, CC, DD, MOUNTING FT & GG No.44167 L: ; ' * * ©201T sUVNX 'N. (ENfdaysw) IL ECOIMa. A.S.S.A■ American Shutter Sysbms Association, Inc.I 42fiB Weal RpOda Griva West Poles See&, P. 334M PNsne: (BDD)432-2204 . Far. UIe,y09-8380 0=17 EASRAN METAL SUPPLY, INC. BERTHA HVYU Accordion Shutter System 3. BLADE 11 W OR V'I/G HV. YfIIM BLADE & H.V. BLADE t 9 e. D '•, ' d 'PALE• n' ""•.•••" TILLIT TESTING &ENGINEERING COMPANY Me N.v. see. M. I.. see. aPNM+ ovMos. rlrna\ vie PMna : M05)8I-13.70. F. r (34T)071-1531 as: MbeDO.A. EB-MB719 WATER R A IIUR A, P.E. FIOPoGA M. / 0167 RLv.Nu 66cNmoN DATE uesse V. Lc m0 rs-Dn DTpa/R DATE: 07/28/17 7 DRAWING No 1 7— 1 02 3 , P.E. STAL/SGRATURE/WTE s SHEET 25_ OF 28 ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (Tn.) SCHEDULE FOR A GIVEN 1 ,., TAPmII MAX SHUTTER SPAN, MAXIMUM A.S.D. DESIGN PRESSURE 9 I6'a i.PLCN n RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN (n) USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATNE A.S.D. DESIGN LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 81_9• e° 4 1/2° 3 1/2" — OR LESS 12• 8' 6° 4° 3 3/4" >6'-9" 6" 3 1/2" 3" t — — UP TO 10" Be 4' 4° — >12'—I° UP TO 18'-0' 7 1/Z° 5 1/2" 4" — — i NOTE. + VALID ONLY FOR UP TO 10--0- SPAN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Fc � 3102 psi) - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCREIE OF TAPCON IS 1 3/4-. A2) TO EXISTING POURED CONCRETE: (Min. is w 2899 psi) - - 5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/18' TAPCON XL ANCHORS IS 2 1/4-. A3) IN CASE THAT PRECV STONE, PRECAST CONCRETE PANELS, PAVERS OR MY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE, MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE FOR INSTALLATIONS ON MM SIDING OR UFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMIAENOAYONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIM M R O IR D D STANCE FOR AN -HORR MAXIMUM ANCHOR SPACINGS ME VALID FOR 3' EDGE DISTANCE FOR 1/4°0 TAPCON AND 3 5/8- EDGE DISTANCE FOR 5/16'0 TAICON XL (� HV BLADE ONLY 1EPA T'' S FLORIDA BUILDING CODE (Hqh Velocity Hurricane Zo VCENSF,,• ✓� "0 44167 :' * •,p /,�{1p,/./,. • eLi ', •••d,.••�a�' ', NAt ENG�, .A ®ten TILIECD. INC. (MINUAINC) , , A S S A ARIBfICan ShMHOE Sy51BT3 A90oclalTon, Inc. 4268 West R-'S'6- West Pa33 x. Beech, FL 4DY Phone: (800)432-2204 . Fax: (561)209-83— 02017 F/SRRN METAL SUPPLY, INC. I L E C O INC. BERTHA HV M Accordion Shutter Syste) .V. DUDE 1 W OR W RV. WINDOW BLADE k H.V. BIRD TIWT TESTING @ ENGINEERING COMPANY ex„ x.w. xu..s.. S.. ML w",A wwM, na.m. WI Ph..: (305)07I-05W . Poe : (WS)971-1511 en: w1. PwstPe W_,FTn. eDOm1e - sNNP 0Lscswnex arz pRAwx en Lc I aD Io-DTc mnvn DArz: DYne/1 a DRAWING No 17-102 • PS \ r 12- MR. CLEWAVCE TO BLADE TOP EDGE 1 A NV WINGPN BLADE .1875" VOPENNG.0625" Ie7�_____________Y-_.______7_.___________.I 1 I _ 0625" .0625 1 .0625" EXTERIOR IECTION Y-1 SCALE: i" a 1" SECTION X—X SCALE: 1" = 1" EXTERIOR ELEVATION SCALE: 1" = 1" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, LIV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'IF" ON SHEET 28). POLYCAR13ONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD eMq ERTc e.IVA 6 REFERENCE wmou / ssmas" m.vunm 41w Mrwr ,m Tlm P1851D6 . SPECIFIC ORAWl1Y ECHHA41P<L. A91d 0792 O.a3 role sees Ib/m TENSILE YIELD STRENGTH ASIN Due 8.400 P..J. 9.500 W FIEXURIL STRENGTH AT YIELD ASIM D790 12.500 P.e.l. 13.400 pal. FLEXURAL MODULUS IAIppC AST1A 0790 340.000 p.4.L 345.000 p9.1. NOTCHED IZOD FIRE BURNING CMARkCTEMSTICS ASIR 0256 18 "-lb/,.a 17 FT -fin SHONE DENS" ASRI D2843 47.2 Z 64.5 R RAX RATE OF BURNING .ASTM D635 - C-1 CLASS C-1 CLASS SELF IGNITION ASTM 01929 INN 'F 980 'F WEATHERIN(a ASTM GIss TENSILE STRENGTH AFTER WEATHERING ASTM BSB 9.102 p.9J. 8840 TENSLE STRESS BEFORE WFAMERING ASTM Bad 8461 p.e.l. saw pe.1. 1' �- :' VuenS4C'•. 7 C No.44167 *` 9 Ly O� .• ��j\a t' •.., TONAL EN; •' C)2017 %rSDO, INC. (ENGWEDUNG) A■S■S■A■ American Shutter nc9}GR19 AsBOCIOfIOFI, Inc. 4266 West Road, Drive West Palm Beach. R 33407 Phase: (600)432-2104 Fav: (581)209-8380 W2017 EASTERN NETk SUPPLY. INC. IL ECOINC. BERTHA MVTM vB�ccoORW/O 3Zutte�ESystBem TIWT TESTING k ENGINEERING COMPANY .1 Taw. ]HA. 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CIFMUNCE FROM TOP OR BOTTOM EDGE OF W WINDNY BODE OF ANY YO NOTE MR 8 SNNL BE I2'. {mN� BOLW RUDE COMNO 00 FROM VARIES AT ENDS MY BE W (0) w wNtHOUT w oLvGE5 1WOM BE USED ALTERINUE TD A SOLD W OWE lO (E) SHUL ALWAYS BE INSTALLED AWIIDR TO A SOLD W TRADE1 AT OTHER SEE OF THEM. (F) PWYGPBDINIE W WINDOW GI SHALL BE WSMLIFD BO RyT TABS FACE THE INDOOR Or THE OPESNG B NG PROTECTED. NY WINDCV2 44 BUST BE ONLY MSTNIEO AND IMJOD USING A W SETTING TOM PR BY ASS& INC. 6, SEE ANCHOR SPACING WNEOUIE FOR INSTA ITONS INTO WOOD FRAME WGDMGS ON SHEET 16, AS UYRED BY SPAN AND &S.D. DESIGN LGN (SEE NOTES I k 2 ABOVE). ]. 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