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HomeMy WebLinkAboutProduct Approval (2) GENEPAL,NOTES: 1.BERTHA FIV,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EYN.UATON DOCUTAM .ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE WALLED AT HIGH VF1ACflif HURPoCAME ZONES c DESIGN WIND LOADS SHALL IE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE �r JURISDICTION WHORE SHUTTER WILL TAC3p LE OF CONTENTS BE WALLED WAIN A DBRECDONALITY FACTOR Kd=,(LM USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(X&D.)DESIGN PRESSURE RATINGS INDICATED . ON SHEETS 11 THRU 10.19&20. IN ORDER TD VERIFY THEADM COMMON.ULJ=TE DESIGN WIND LGADS DETERMINED PER ASCE 7-f0 SHALL BE FIRST REDUCED M A.S.D.DESIGN WDD LOADS AREA-j- HV @LmES(D 8t W BY MULTIPLYING THEM BY 0.6 IN ORDER70 COMPARE THESE W/WUL(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU LUL 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VEUFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS t-20 SHEET 2 ANALYSIS HOWEVE4 A WIND DURATION FACTOR CO-1.6D WAS USED FOR VERIFICATION OF FASTENERS IN WIND. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SISREWS ADEQUACY FOR WIRD AND LARGE 14-IMPACT LOAD EUS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER All.REPORTS: T'PIIYiL SHARER ASSEMBEY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HW BLADE O 00214.01-0.Y.10715.01-01.11004.01-05.11214.01-06./0317.02-06.00609.01-10 AND 0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA-2: FIV BLAD n AND W WINDOW BLADE tff� AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE IIIfCM F (WHERE APPLICABLEI -HW WINDOW BLADE®10508.01-08 AS PER ASM E-1666 AND E-1996(MISSILE LEVE.D.WIND ZONES 1.2.3)BASIC PROMCDON ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTAUATON DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV MADE(D AND HV WINDOW BLADE® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND COMMONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCREIE/BLOCK SHEET 7 3.BERQA H.V.AOCOROION PINS(W SCREWS)•USED AT[LADES KNUCKLE AND FOR DDECT MOUNT CONNECTION TO TRACTS.STALL BE 114x278'AND 014x1.75-RESPECTIVELY.410-HT MIDJUM SERIES CENTM ATE QUAILS FW SHEET 8 5TAIMF55 SiFfl SCRElAS W4M 735.0 Ivd YIELD SIRE1%H1R ANO 180 kal M4SU STRENGTH.PINS SHALL BE COATED WITH BERTHA FW DACROSHIE D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS REGISTERED WRH AMERIGN 9R1IfTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIONG ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 300 kA AND 35.7 Hui FOR END CONNECTION DETAILS 1-6.CONCRE"LOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE a BLOCK SHEET 12 S ALL S.RETVS TO BE Sum-ESS STEEL 304 OR 316 AISI SERIFS OR CORROSION RtSSANT COATED CARBON SM AS PER DIN 50018 WITH 50 Lal MIR.YIELD STRENGTH AND 90 Hal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 OND WALL COMPLY w/FLORIDA BUILDING 000E SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 G.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS SM WITH 35 Iml MINIMUM YIELD SIRENGIH. ANCHOR SCHEDULE-WOOD SHM 15 7.SIE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q:12.13.14.15 AND 2D INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADED&Q WOWING IN UNISON: 12,13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -B.1H6 BERM KV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/8779,582 COMPONENTS OF 7lH6 APPROVAL ARE COVERED.IN WHOLE OR M PARE BY US.PATINE 03.158,179 ISSUED 7D FASHFFN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. AREA 3: FN WINDOW @LADE ONLY S.R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 71E STRUCTURE WHERE SHUTTER MI TO BE ATTACHED TO IW111E PROPER ANCHORAGE.CONTW1CfOR TO SFAL/CAUIJR ALL SHUTTER COMNT` WHICH REMAIK THNH FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/PAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERWUNENT LABS.IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER 71ENAHT,OR OIHEtS`MUST P99PEMY CLOSE ALL HV AND ND CE TERVAIM AND ENGAGE OR LOCK ALL HV AND HD LOCIM AREA 4: HV WINDOW BLADEn ONLY 11.SHUTTER MNUFACTU MUrS LABEL SHALL BE LOCATED ON A READILY VISIBLE Lar ATOM AT ACCORDION SHUnal IN ACCORDANCE TITIN SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.02 OF THE FLORIDA BUILDING CODE 12 13MM H.V.ACCORDION SHUTTER SYSTEM'S WSTAILARON SHALL COMPLY WITH SPWDICATED IN THIS DRAWING PLUS ANY BLAMING AND ZONING REGULATIONS PROVIDED BY THE JURIMCRION WHERE PERIAR W ARf?VED 70. '13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FAR A SITE SPECOIC PROJECT:i.e.WHERE THE SITE CONATIONS DEVIATE FROM THE P.E.D. i (b)COHTRACROR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAH7:7Y OF THIS PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CDNSIRUCION SAFELY AT SITE IS THE cONRUC7OYS RESPONMUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MENS. j SITE SPEChiC PROIECIS SHALL BE PREPARED BY A FLDRIOI REGISTERED ENGINffR OR ARCHITECT WHICH WILL BECOME TE AND ENGINEER OF RECORD(ED FOR THE PROJECT AWHO WILL BE i FDR THE PROPER USE OF THE P.EO.ENGINEER OF RECORD,ACTING AS A DELEGATED ENCWE'ER 70 THE P.EA ENGINEER SHALL SUBMIT TO TBS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (o) ORIGINAL P.F . SHALL BEM THE DATE AND ORIGINALSEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ROM THAT PREPARED R I 1 FLORIDA BUILDING CODE Hon High Velocity HUrricone Zone j AAAAR A.T/A'AiY ®2015 EASTERN METAL SUPPLY,INC. BERTHA HV Tu IL �C ���. ■ ■a�aA , Accordion Shutter System KV.BLADE#1 W/cR w/b HGV.WINDOW HALE ,I*? T1LLi TESTING= American Shutter Systeme FEC OAD�IIIK DATE � 6=Kw.MeV% OITMvnH Br: YL , b .n Qf .,.-. ABSOCiatiOnx Inc. 1 OLD 11-192 1/IJ/I5 OAiE 4 13/15 ..SSL.L, & ENGINEERING COMPANY St,]Oe.YEtPAEA fJY1eD15•HA1NL1 3]1 Ph..:(307)871-1530.FEDI:(305)971-1531 4268 Westroods Drive 2 DRAWING No d'''•. �� a mm:RR-O.L.- West Palm Beach, FL 33407 3 WALTER A.T"Jr.P.E. 4 15=085 P.E. SEARHL%�ID LRE/DATE FLORIDA U./44107a SHEET OF 20 i I 3'.FOR WIM"q= VARIES 4.37 ' 4.aS7' 999 (r?;�k6l?TER (�),IJV UNIMISAL BARER 13 USE W1 COVERED QNR1TSS_'PATENr# 5458179 QUALIFIED FQR USE W/ KV BLADE(D OP1 FOR USE W HV 6063-TS ALLOY AND t HV N , (9 WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED TEMPER. -SEE UMITAMONS OF USE OF OWEE Iq ON SHEET 19 6063-TG ALLOY MT TEMPER "127 6063-TO ALLOY AND TEMPER 3226' 9A_ 2.670-1.000• 2228' 842 a 5, .092 4.436 137 D. D. D (2)14V ADJ. ADAPTER WLE J / P Q 3. QUALIFIED FOR USE' EIV WALK—OVER TRACK .920 (��)IJV AD-1 FLOOR TOMIC BLADE QUALIFIED FOR JUE W/HV @)HV TRENCH TRACK &75W 6063-TO ALLOY-ANDITIEMPER BLADE I QUALIFIED FOR USE W1 HV OUAUFIED,FOR-USE W/ HV 6063-T6 ALLOY TEMPER BLADE(1)ONLY. BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR,�UAE W1 14V _606376 AND ALLOY AND TEWPER BLADE'(U ALLOY' TEMPER 1.917, -ow 093' 093'AI-4�- q io O M-1 .0607 &529' 0 I W CEILING HEA 1®'HV.HEADER/SILL ONLY 13 HD CEILING HEA DER151 .521 0 FIED-TOR USE W/41V BLAD§PONLY. QUALIFIED FOR USE W HV 8 FIR WALL MEADE 6063-T6 ALLOY AND QUALIFIED FOR USE W1 HV BLADE SEE'SECnONS'FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE($ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A R 71 T2 FL X MAL Y MAL t 1 2- 12-J0325-1 10,002-1 r 5--uvc 1/8- 1/0- 1 3- 1 3- 10.0901 2' 5'MAK 0.192' 0.192' SIDE ANGLE )m i QUALIFIED FOR USE W/ W ALUMINUM ANGLES 2.5- 7*MAX 0-1W 0-190- CORNER FOR USE W/ NV OWE(j) - QUALIFIED FORUSE W1 14V EILADE(D 6063-76 ALLOY AND TEMPER ONLY. MIN(.S' 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 60634EELN?y AND TEMPER FLORIDA BUILD CODE(Mon High Velocity Hurricane Zone] ®2015 EASTERN METAL suppLy,jNc. *....T L. f, BERTHA HVTm \ZE 8,p Accordion Shutter System T Z ri—c—o-,t-a! A■ wvSwA na 0 H.V.MW #1 W/OR W/b H.V.WINDUN MAIE American Shutter SYSINIMS I * DRA TILLIT TESTING EV. a=MPT00 DAIT WN BV' Mi' & ENGINEERING COMPANY am I 3316( AsocclatIon. Inc. I OLD 1-192 4/13/15 WE- 4/13-115 STAB OF W a D=ran.30ft 5L.EX.3M%SMM GUWM Pl�:(305)UI-1530.I.:(305)SVII 426B Wastroad" Dn'v'e 2 DRAWING No PLO ­.n:blk- &­ West Palm Beach, FIL 33407 3 03-0001.7% - 15-085 P Jr.PE 4 WALTER A.TILLIT FLORM U.f 44t67 "E 7 OF 20 P.E. ',y6nb'fiWV8NfE/DATE 2 ,v 1 P-2m1 .•'�"' ,f(4-X2,,0,, m .743 2,29Y L0,334' S BNRII PNtOB] =-20W- ow, OQ • 6111FD PAN= OIL ,7' n I 0822 "n JtIjB .�! ,, a •� 'A 'i n ns( OMMM KATO) 0 HV CENTERMATE - CK QUAUFlED\FOR USE W/,.HV BLADED&®ONLY E ® -LQ.�K �.bUA EGRESS LOCK 6063-T6 ALLOY AND TEMPER QU�IED FOR USE W/HV BLADE 1 & ONLY e7' `QUALIFIED FOR USE W/,HK_ ' OUAUFlEO OR USE W/HV 6083-TO ALLOY AND TEMPER BIADE'I�1 '&"'ONLY'" BLADE 0) ©ONLY- HV FOR USE W/HV BLADEUI ONLY on• 1 �4' 6063-76 ALLOT AND TEMPERPI/ISfIC DEAD MOWEDm u 4 2 W 2.1. 1.7 SCREW .60'AFTER RIVERNG s •p , 1/4- / " BEFORE RNEIING y 1 m S.S. THUMBSCREW_ I XO-20 RWMUT* *SOM 9414 A.eWMM(202443 ALWO LARGE FLANGE 7FD1 y �l 4m m SNFET NUf.•7N.ma/0820.AS2. OANUFlCfORO]Br AVOE7. CHDOTEIW3PX92PPM,NEM JERSEY 07054 OR VOUAL PLAN tKALCEHUMATE 4.59 HV 'T" LOCK ® HV ALTERNATIVE_LOCK LOCKER FOR 'T" LOCK CEW MATE QUALIFIED FOR USE W/W BLADE ONLY ® HV FAEMALE "T" LOCK CENTERMATE © 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO-k USE W HV QUAURED FOR USE W/HV BLADE 1QONLY QUALIFIED FOR USE W/ W BLADE(1�ONLY W/HV BLADE(D ONLY. BLADE 7 ONLY. 6063-T6 ALLOY AND'TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 1 1 5 3.161r-t - o 3 D THUMDNRN GRINDER ORPID .214'• •� 2' KEY CYOER 214' 141- n a c e°j 0.675'Min. Q0 "` O 0 ® .40 001.125'Moa. m m p 0 m m QUALIFIED FOR`USE W/HV BLADE 1 & A QUALIFIED FOR USE W/ FIV BLADE 1 & 6063,46 ALLOY AND TEMPER ;, 6063-76 ALLOY AND TEMPER ND® ` NW VARIES 12'NIK , QUALIFIED FOR USE W/ HV BLADE(g&& 10 1/ 20OR /3'F1e�'i 6083-T6 ALLOYACM NO TEMPER', OR KEY 11 I.. tiS r 1. Nin. CrUNDOE 1.78 Mac ® LOCKING RODD 1 4. OC 1.QUALIFIED FOR USE W/RSV BLADEGI -- � 6063-T6 ALLOY,AND TEMPER ® �o-1 6 ACETAL ,m( 1�/4" (A—ZO-AISI 3O4 BY REGENT HARDWARE MOROSE LOCKS SERIES 23,33 HOOK BOLT LOCK. 55 INSTALLATION..WILL'--REQUIRE A 7/1 e' HOLE THUMBSCREWS IES SS• THUMBSCREWS QUALIFIED FOR USE W/HV BLADE tO&QA DRIUFD AT-TRACKS FOR PROPER EMBEDMENT QUALIFIED 4 F N BLADE( QUAUFlED FOR USE W/HV SLADE TQ FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ��``•��CP..... .. ✓9 ®2015 FASIERN METALSUPPLY.INC. JCENSFBERTHA VTM IL E C O tai. ■�■�■�,■ Accordion Shutter System z American Shutter stoma KV.BLADE/¢1 W/OR W/0 HV.WIt170W BIIIM *•t �• our :'EE+� TIWT TESTLNO h ENGINEERING COMPANY na EV• ora11-19 oArz WeDRAWe4 3/ $ 14` Ae5fO0IOtIOrla Iris. 1 OLD 17-192 4/13/15 L1AlE` 4/13/13 4 A,�•�. E Q..'t1 afl9 KN.30E. 5)M.104 W7I.:(MS)9 1-153 33I6 � Ph4na:(305)871-1830.Faa:(305)671-1&71 f 4268 Westroods Drive s DRAWING No �i���•....••'' .� e-.W:1at..00 .. West Palm Beach. FL 33407 3 ApFSS1OiNA; 11�`�� Wa7E>®�mia1eir.P.e 4 155-08 P.E. SEAL/SIGNATURE/DATE F1°pO"U. 44fa7 6 SH 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 12,MIN.MADE1025 Q HV BLADE 1 1 1e7s•1 , ® (a3}� HV YIWaaW 6Ig0E .0825':-x A6'25 .0625' HV BLADE 1ABLA ® HV LONG RECESSED NYLON BUSHING KNUCKLE Y aPENIN 08 675' Y ® (TVP) HV SHORT RECESSED NYLON BUSHING c+ d O.ae 0 HV NYLON HAT WASHER DOR® V10 - Fatal Rt.7,/� Sa- ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 4 \ ,µ -2.7 x 0.870'x3/16•THICK NYLON WHEEL I n n I]- ON 2 7/H'NPL ,IV WINDOW 0.788'0 AISI 302 SERIES S.S. RIVETS 315.0 SEP� 3�, .0623• 0625• ® HV 1 3/4"ACCORDION PIN W/ 88 HEAD * EXTERIOR oPEN= 5 3/4' ® HV 2 3/4'ACCORDION PIN W/g8 HEAD * 41 p l4!• 2 1/s• 0 POLYCARBONATE IMPACT RESISTANT HV WINDOW I I eC EAR TYPICAL. HV WINDOW BLADE B AND ! 3 -2135 POLYCARBONATE HV WINDOW DETAIL (DOR 0 ! /-0 or ® N.T.S. ((SEE NOTE FO(t REaNIREYENIS) OOR® I I *POLYCARBONATE IMPACT RESISTANT HV WINDOW AA ME BAYER MAKROLON 3103 POLYCARBONATE yt I1Uy PIN UMUIREMEMM AT OCITERIOR BLADE KNUCKLE FOR To ME N INNOVATIVE PLASTICZELEXAN 103 RESID GRADE OR N OR 0 III (SEE NOTE 'F. ON SHEET 19). 0 0 (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ® POLYCARBONATE SOURCES FOR 19 ® EXTERIOR Hv BLADE. TYPICAL' SHUTTER ASSEMBLY T"WAL PROPERM3 szva o e9S (2) HV PIN ® MAY BE USED IN UEU OF®AND ONLY AT HY PIN®oM oR e7vmcc 7 ��e SEE ( N EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1D coat+• KNUCKLE. r (SEE DTE 7 MR Sofa oRom Am om am W am MN BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 041 3 REaut11EMENrs) . TYP 7n nno snomN Am om 0.400 P+ osoo P.T. ( )3 HV PIN �"A�TM AT T� ASM mm 12.+00"+ 13AN p�L ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O nnamL uobw ASM mato mama P.+• 3Asam P"1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. B� SHEET ® lata®DIm ASTM DM 1e F7-rt/n n r1-te/n HEEL CARRIAGE DETAIL PXE 0 MO A"0043 '1 ry, ASSEMBLY LAYOUT RF Rr umor Asn oea o-1 aAss o-1 RAs EZ�s snr lomm wSM.DIM IMT am s 97ARE>N!2 ASTN mel TnBF MoMH Nim Ra61HieR0 A"toe Y]@ Psi eaa p..L n HV BLADE SOLID & HV WINDOW BLADE DETAILS "'� � °&"°'�° "n m° °"'°" ®80 paL N.T.S. FLORIDA BURRING CODE Nan High Velocity Hurricane =one 0 2015 D5rERN METAL SUPPLY,INC. a`�P��uCEN,�liry�''' /VLECO-inc. ®E A TN wS��� , Accordion Shutter System ttv aAOE#1 w/OR w/o H.v.wtroDW BLA[E American Shutter SystemaEV. a�waPllax DATE DRAWN WUL/*= TILLIT TESTING k ENGINEERING COMPANY Association. lac. 1 OLD 11-102 4/13/i5 MrE: 4 13 1S ATE OF ams aW.m m ss,s 3oa,w m aA ma nm m site O' 4268 Westroads Drive 2 Pltan�:(306)871-1530.F.:(305)071-1531 cc' AID `tE, �� 8-002 tiles opol West Palm Beach, FL 33407 3 DRAWING No 11�'ss/ONAL ENG;``\��1`` WALTER A iLLT 4.PZ 15-085 P.E. 9�lQ ft�Idt' %RE/DATE FLORIDA u�/u1e7 a SHEET e 4 OF 20 ®� NO- �� NOTES ON HV LOCKS AND CENTERMATES* YN 9 r u ®•®� 1.1TANDA=CONDITION/t•ONE FIV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER AUSPPAN FOR ANY SPAN 41 ANY OEEVAT'.N�FN LOCK�0 or�MAY BE USED AS A.INSIDE OR OUTSIDE W OF SHLITTER SPAN FOR SPANS UP TO OL.1,ATTACHE TO �]I]OR CENiERMATES W/(2) 1/4' 20 x 1/2'LONG FLAT HEAD S.S.M.S LOCATION OF LOCK SHALL 6E AS INDICATm ON TYPICAL SH AnoN ®a I.0016 HV OR WY IBE USERS OR BETTER PERFORMANCE OR FOR SECURITY AN INSIDE OR OUTSIDE LOCK.CONNECTION OF HICKS TO UCENTERMP TO MAATES OR®SkN(.1.BE q5 INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - 3. 2 App ONLY WHEIN MANDATIDRY CONIN.TION#I OR LIMITED MANDATORY CONDITION II BE H.V_ENHANCE LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,BUT MAY arl�m a+�0 m®4� °•® BE USED IF DESIRED 1'O ENFWNCE SHUTTER PERF. MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. A .ONE HV LOCK® 12 BE USE AT CORNER OUTSIDE OR I FOR ANY SPAN 0 �'JII AN.INSTALLATIONS AT (]ENATION.HV LOCK or SHALL BE USE AS AN OUTSIDE OR INSIDE LOCK, ATTACHE TO®CORNER CENTERMAIE W/(2) 1/4 0-20 x 1/2'LONG RAEA T HD STWO.S.MS. LOCKING RODS 3�� NOFIIvc AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHAD.BE DETERMINE AS PER SCHEDULES SHOWN ON SHEET 1.2 • ° 1111% -9 5 •ONE ALTERNATE HV LOCK MAY BE IN UTLI OF HV LOCK or FOR ANY SPAN.AND Oj 8� #1 VAUD ONLY FIOR 9 Y� INST TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN !)E OR OITISIOE LOCK.ATTACHMENT OF 1/4'0-20x3/4•S.S.THUMBSCREW TO®OR®CenEWATES SWILL BE MADE W/ 1/4'0-20x3/4'ALUM. 8 III Tl�; RPAW AS SHOWN ON SECTION WE.SHEET&ONE LOCK SHALL BE USE AT 1/2 OF SHUTTER SPAN OR TWO t / 51^nS LOCKS AT 1/3 P SHUTTER SPAN. 0 S.MANDATORY CONDITION&FOR KEYSTONE MOLINIINO IAL4ru�IKIM : ONE HV LOCK®or®or®SHALL.BE USE AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.ITV LOCK®or @ or®MAY BE USE AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CFNTERMATES W/(2) 1/4-20 x 1/2•LANG FLAT HEAD S.S. SEEECIION M.S. Q CATION OF BOLOCK TTOM LL BEA IND 1ICATED N TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ DETAILS ON O F E N I J x L Y P 0 rn SHEETS 10181W.FUL " *NOTES O"V "T" LOCKS AND CENTERMATES: HEIGHT• OF CORNER 1. VAMM4 CONDITION#I L24 0 Am CENTER—&AIL CENTERMATE ®LONE ALTERNATE FN'P LOCK MAY BE INS(�LED INLIEUOFHV LOCKS OR FCR ANYSPANAND®mIISTALLATIO AT ANY ELEVATION.AL TE LOCK 00 YBE USE AS/W INSIDE OR aJ15(DE LOCK.ATTACFiMEM OF LOCK Q9 INCLUDES USING REINFORCING LOCK - AS SHOWN ON SECTION TNG.SHEET 8,WHICH MUST BE CONNECTED TOCENTERMATES®AND®W/ //4 0-20 x 1 1/2'LONG SS THREADED BOLT W/7/8'0 x 3/32' ©•7O•©m©+70+®m MAXIM YANGNM REMOVE/AN/D BELOW1MWAN. USE OF TW/O LOCKING RODS Q§TOP AND BOTOM I5 MANDATORY.pCK MAY HE INSIAUID AT OR 12' 1,➢�.IIIS' : ONE ALTERNATE HD LOOK®MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALIERWOE FD LOCK®MAY BE USE TYPICAL n HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF FID LOCK 0 TO(9 S. IS W/3/B x 3/e F.H.SMS.•AND INCW0ES 1 N.T.S. RE]NFORCEMENT INSERT®As SFIOWN ON SECTIONS H08- AND DC-INC,SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®LS COMPLETELY OPTIONAL_ FLORIDA BUHING on i heloci urricane Zone ®2015 p5rum METAL SUPPLY.INC. T WT-14A HVTM /7T,L E C®�la � � A Accordion Shutter System _* KV aME#1 W/OR W/D KV WINDOW MAX American Shuffer SystemsDacxmnox BATE DRAM Br. YL TILLIT TESTING &ENGINEERING COMPANY o?, Association. Inc. i OLD 11-192 4/13/15 GAM 4/13/15 STATE OF :•Q� ane x.M.3En St,St.3oe,NAcwY QTS ODAaA mt ,• Phan.:(308)871-1830.1":(705)871-1531 4268 Westroads Olive s °-Z Gxaoo6°oLmm West Palm Beach, FL 33407 3 DRAWING No p'''ass/ONAL�N;a``` W/LL1FR A 7u1lf1JA PE 4 15-085 P.E. SAZS8i RE/DATE FLO "0"u°'/44107 e SHES OF 20 CRETE ANCHORS POURED CONCRETE OR CONCRETE 91. POURED REQUIRED 1^70-20l;3/4"S.S. POURER CONCRETE ANCHORS 11ACNINE SCREWS C09ft CO lRED (SEE SCHEDULE ON W1 1/4'-20 RECUIR (SEE WXX�QCN SLIEET 73 SHEET 13) NUTS 0 12'O.C. 1. CONCRETE SHEEP 13) Hill. U5 USTING I/V-20 NUTS Fm;V- -ag 0 12'O.Q I 2. Es D.* .250'Max. 2w Mk. E. OPTIONAL :: i i NAL MIL awrtmm Q'I M • d MIN.SEPARATION TO qA%l 11 FM --QOR Eysr"G--i�(SF�SCHEUULE ON 5HECT I M SW Fell WWO) 0 r-(SEE 504EDULE ON SHEET I I)— i MIN.SUARA110H TO CLASS GLASS D zNc @ HV WALL HEADER INSTALLATION OA HY WALL HEADER INSTALLATION BD 14V WALL HEADER INSTALLATION + KEYSTONE . MK SEPARATION TO CLAM E70STING 1'` F—(SEE Sr-4ED1LE ON SHEET 11) 11 1 OR 1_ SEXPIION 70 CLASS '02-1 • 11 fOR ELAW CH LE ON SHEET 11) L-=-MET (S:% 0 slay L,�OPTIONAL Uw,, & T)v N log I az--� /4-j I l'' - 7 1 F1/4"m— OFFIONAL nii UP M fh* Z Z-,L 1/4-20�3/4 PHILLIPS - MIa HIAD MACHINE SCREWS USING CONCRETE ANCHORS _T E GNCREFE ANCHORS • 1/4--20 NUTS 0 11-0.0- _ CONC (SEE SCHEDULE ON W/1/4'-2D NUTS a 12'O.C. RETE SHEEP 13) (SEE SCHTULE ON SHEET 13) RUC BLOCK OR POUCONCRETE BLOCK CRETE ANCHORS RED CONCRETE E REQUIRED S� EBULE WALL REQUIRED HV WA IJ�titil POURED CONCRETE 14) ON FO HV WALL SILL INSTALLATION OR CONCRETE BLOCK NOTE FOR COWEINA71014 OF SECTIONSWALL REQUIRED 14V WALL SILL INSTALLATION INSTALLATION DETAILS Wj 11-SEE SHEET 4 FOR TYPICAL SHUTTER •F 0.-EDGE DISTANCE UBLY SEE U 11ATIONS OF USE FOR A SSE (SEE specinrAnoNs ON SHEET 15) BLADE(DoSHEET ts HV BLADE 2-MOUNTING SE=NS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. FLOPEA BUILDING CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL suPpLy,INC. BERTHA HVim EIV Accordion Shutter System. "TE c�5 , A.S.S.An IfT L KV.BLADE 1/1-W/OR W/b H.V.INMQfY BLADE American Shutter Sysf M8 L FAV By GATE VOIr TIUIT IM"NG ENGINEERING COMPANY Association. Inc. OLD 11-192 "'.""c 18fAT SL, "M E014 13/15 4268 Westroads Drive 2DRAWING No West Palm Beach, FL 33407 3 EB-OMff7 9 4 15-085 WALTER A.TILUT Jr.P.E. ROM Lla.0 44107 SHEET P.E. SaTm. TORE/DATE 6 OF 20 coNCRETe ANCHORS (Baro aAa 1 CONCUREfmE (SFE SCHEOULE ON SHEET t3) ISE 1 OR ®� E705IING --01 I �'SOII»veu gEQUNm j' F$WE AB K 101 9Ek7�19�"� I TOasmA 1' aca 1,) APPLICABLEOCLSTPI : li/R9ma® \ ra xxmNc \ I 9 0=NG .B. 1 LOCA710H f1ox3/48 HEX WASHER HEAD s m. TEX SCREWS 0 IV O.C. , OF SLAB 3 CONCRETE ANCHORS 7 (SEE SCiEDUIE ON SHEET 13) 1 APPLICABLE E7lLStING I lF?�• ! 11 i 1 ' 1 EDM OF- 11 ( SV8 F OIEDGE OF ASS�1 SLAB E 1/2 1 EDGE:Of APPLICABLE SLAB IF APPUd1BLE °. APPLICABLE POUflEDPOIITIFD FIAT AFM CONCRETE ANCHORS a CONCRETE D' REQUIRED m (ME SCHEDULE ON SHEET 14) 1IN9w T9T9 rOiR� 1 OR ®*CONNCCRETETE REQUIRED PIAT HEAD CONCRE7E.ANCHORs 1 BADe.HDtiQq. ftEQUIREO E.D. D. (SEE SCHEDULE ON SHEET 14) 11 •TRENCH INSTALLATION VALID ONLY FOR UP TO+70.-75 PSF A.S.D. FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE 83, SHEET 11 EXCUM IK s9w+amr%„< CONCRETE ANCHORS TO f LASS 11 _ 1 (SEE SCHEDULE ON (SM s tY„setY —` I O I¢5lom.s O SHEET 15) 1/4'B AD/MHaO TI43,O1'LRY 1 . t7fLSTD10 I w E%ISIING--� 1 I EXnNGG TECHNOLOGY fA 1/477 POWERS I 1/4• GLASS—i ,•. / ' CUSS �IP6 > u1 9m 11) —O I EAtilQF7tS TMPN+AtOpO W/ AND0 1'0.6 FOR mA1a TMDW THAN 5171AtfT AT Ewa F%STENBH/FADY NOTEFpI Nal SIEF771f 1/z' 3M 0 PKL�OzMAX �W1AAITR4HF� 3 , KA�. TEK SCREWS/14x3/4• HEX;HEAD , 0 12'O.C / B• �! i.'7 0 1/4'.-=/V3 4”SS US OR 1/4•/-2o SS.N.S. GONCtLTE ANCHORS' _ _ 4a3/4•S.DSQ1/PA2n(SFE SCHFTIIR F ONB'OC1d �" ? :• o Ix'oG W/NUT 0 9'O.C. i SHET IT .) . Noll z.°o'A x F WALL TRIM(DEDDRATN&�{ DGE I)FP:( TAG IF1144/4•F.H.S.D.S. mVa�TE7/B AP 0 9'O.C. - RED9xLLD D.. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 13(D) NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET I �.':..r.`.•::•'::•;:.... i REQUIRED OR CONCRETE BLOCK Q KEYSTONE MOUNTING IN5)"AUATION - oPnoNAL P T O HV WALL FLOOR INSTALLATION © HV REQUIRED (M WALK—OVER INSTALLATION „ " „��µ8P" 72°d CaNCR REQUIRED QJ HV RAINGUARD INSTALLATION t JIM THIS INSTALLATION SHALL NOTE FOR COMTIINAnON of SECTIONS: s B E D.-EDGE DISTANCE REMOVABLE WHEN PERFORMED 5OF USE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ORA VETO AN OPERABLE EXITBLADE aAONNSHEET 18 FOR ASSEMBLY INSTALLATION DETAILS W f O HV BLADE 2-MOUNRNO SECTIONS;CAN BE COMBINED IN ANT WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE aon High Velocity HUrricane lone p.fl((/Vi,,�A ®2015 EASTERN UETAL SUPPLY.INC. .� �ENSF•✓g'' BES Iii 1N DL EC O�M�. � � � Accordion Shutter System KV,MADE#1 W/OR W/O KV.WNW#RACE American Shuffer Systems �_ pL�iP1,G OATS DRHIVN Br. UA_ T1WT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 77-ts2 4/73/15 011E 4 13 t5 o'•, ATE OF :i�r &,N.w 36M s4 5%3m MUM DMGENS.FLa1RW MI 4As ciatiWestro n. Drive 2 / / PnwT.:(3o3)en-talo.rmI:(3D3)Bi1-1D71 DRAWING No F'•. '\ �.= rmaB bTlecoOoolmD West Pairh Beach, FL 33407 3 ';,,E'S.n!........•�G`` EB-OON719 4 15-085 'AAF„/u 0NALE�„�`� WALTER A. Jr.RE a SHEET P.E. StALf SINNA�l1RE/DATE 9 7 OF 20 SEE END WALL Q=Ecna 10 Is `f INSTALLATIONS W/ 1 HV A &m ON w LOC Ria. LOCK9Q OUT sv IN , �EwsnNG class '►* sync OML Hvt ISVALID wn AL f/ BLADE HV CENTERMATES COMMOUM MPUCAMN WITH aLADE(D ' 0"'®"'©'O7 y�_.�© t0'®°A OR SEE END WALL CONNECTION D•®a©'�J ©'®°" -- EXISTING GLASS DELAILS ON SH C ®�®a®•©�®•®� (6087-7a•yAL1INA111211 1 I O'®�®'®a'�'� 3 1/4' 7' 6 1/2' 7- ANOLE W(v 1 sv TAroDN t/z• a.©•® OPPOSING SYMMETRYCAL Iw {o cONQ1ElE I CE TERMA E5 (T0P/ETON) 110■3/r Sxs.0 12• �R CENTERMAT�ES MIN.O�an (a)I1a1h sus to T1A3E I O.C.FULL LENGM w/ HV LOCK of¢51 W/ *V LOCK _ or ( �14EDULE AT EACH ANQF_Cr-) 3 ON SHEET 11) 5 ® � * 35* IN 5 1 90' a z• ®��°°�.�°� ,o•®a 0 ''® HVB OUT HVC IO•®�+®•�®'©O1 HVA an®°^©+O7 ea®mlo AKIN ®°" POURED CONCRETE OR GLASS CONCRETE BLOCK WALL SM1C ?------- SYMMETRICAL= ------�N—� ������ ® .SEPARATION --® J` 1 CE M S* ®`®"©'®"®'� 5C 6 ((INTERIOR) ! 0•®�MIN.SFPARATpN( T SGIJff'O IN ®ONALON SHEET 11) tINTQdOR} _—_—_— —___— _---___OUT ASS1 16 -C. OUT 6 1/2•NAX S= O @J (E70ERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2B Eil5 BERN RTHA AL SHV INC. \GEN .,v iM �zsti !L C 7o.Z�\ ® Accordion Shutter System KV.euoE �w/GN w/o KV.WINDOW BLADE *?� Mw1 H TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems LV, DEsc,ap„an DA,[ .L. aw N.A.J61A.ST.SM am.MRGMM Gurnee.FORM 331& AseoalatlOn, INC. + OLD 11-192 4 1a/is DATC 4/I3/15 '. STATE OF = (ao3)67+—ta30 rax:(ws)e7+-1571 4266 Weatroads Drive 3 DRAWING No ;OT • FLORIDA:��`�'` ^-ma®�70omDea�+ West Palm Beach, FL 33407 a 15-085 WFFwORMA u_1 44167 6 SHEET P.E. IA�F�{Lit1A' E/DATE e 8 OF 20 ALTERNATE S V "T" LQCK HY MALE/—FEMALE -T" C 5 CE 8 DOCKERS 8 * SEE END oeNNECnoN oeruL ON SIMS 10 A 48 INSTALLATION In HV 8LADE OUT IN �'�e�`Gam 0e�(D--DDA4. YF.We.Gx SMLT a �HD CENTERMATES a® � A3 C4 AS Wa1M% nDAalo 9ADE®DW7NL ITD>•IIVD. END WALL CO' p1V'O7 a 8 1 .®� aaa�l,rn�D[ %W,V"��,�rN ne KTP OETAl13 ON SHEETS 70 R is (o -- mo ) L__--_ kw (arnowW GR+p¢iE # h1iT a Eliiiii Mao/a•sYm ,rac,aL LWW. # (4)KV. 30 HVT" INPas(m.) r a/r OV') M 9-M LOCK (INSIDE) 1 ~� 1) ° 1 - -- -------------- 5 ---------- - -- — --- — —— 5 1 2 1 E ,,.• a/Tr as OUT 31 oa 31 Da® 31 ox 31 Ga 2 3 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35# (GFnww *�NOTE 6 ADe TN L°a'®• W/ 7/8"0 x 3/32" W)NGNUT. <avnoNN3 HIM HVB OUT HDC-HVC r Loot ON SxPR s. (q SYMMETRICAL HD CENTERMATES 30 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) ��* W� LOCK (EXTERIOR) s� ) t o was W ME r,AxGEn�M Sxar mFISEnr.PAKr I aam. �•,®",®.�©.®a AS MAWF GLARED ar MD&OMW m atP�ARWPW.MR Jew ©•O t©u©•O♦®a 3 � #sa Hua d TaJmn Tmm®•xo®Tnoa GN sear a -Z 1 'L.'T.M aca Dme W040 a Vun M A cana.uaa AP,tArU4� -&0 HDD-HVD* BLOATING STACK FLORIDA BULDING CODE(Hon High Velocity Hurricane Zone `��, A. iL( ®4a16 EAS(6tN NEfN.SUPPLY,IM BEKTHA te TN Accordion Shutter System o - I L E C O 1 N c. ■ ■ [! ■ KV.MADE#1 W/CR W/O IHV. MN RACE Qr �✓'•*_ American Shutter Systema ovnox D tt ,sr 14 TATE(1/F TILLR TES71N0 A ENGINEERING COMPANY Aeaoclation. Inc. , OU)11-192 4/13/15 DAIS: 4/1 3 15 • " MW N.V.3W aW.M Me,VEOM GAFMOM n9M 3318 :(309)871-133D.Poo:(!03)871-1331 4268 Westroads Drive a DRAWING Ni�i��4( •. �. a mm:W1.c~.mm West Palm Beach, FL 33407 3 EB 4 15-085 gS�ONALE WALTOALIkwl Jr.R s SHEET P.E. SEAS f SI(;AATURE/DATE e 9 OF 20 POURED CONCRETE OR POURED CONCRETE Oft CONCRETE POURED CONCRETE R CONCRETE CONCRETE CONCRETE BLOCK WALL OR CONCRETE REWIRED BLOCK WALL REQUIRED LL BLOCK WAREQUIRED BLOCK WALL REQUIRED �ExisTING CUISS( EXISTING GLASS CONC ANCHO EIGS11NG GLASS —r—-7 2'MIN EXISTING GLASS O 16 D.C. _ JJ 1 2•MIN. � NIL SFPARMION r— 7 I. -r- TO MAS.(SEE -r Eo FQ TO 3fEDU1 FUR EaOON 1 AAD TD°��� ro sass ION SMEDLLE ON SHEET 1/16x3MAY ON STEET 19 FCR 11 FOR ON SHEET gym•■G CR 5FEt3 11 FOR aaEpAND (saes-rs)CONr. a�pg Q) w ONEET DE FDR 1 z• I�+�®a° (�acATE Ar ON 9FEET 19 FOR ALUM.CLOSER / GLADES W&® / NBLADES pa FOR FJTIIER 90E 1 FEAOFS ptk® PL EITHER(LOCATEE IYI OF SQ) 1/2'MIN. OHO) I 6 USE 1.OR 2'MAX. I �mxT/z's.Ms. I _—_-- (AS APPLKA8LE)x2'xf/e'.0'-r _—_-- g10xi/2'S.M.S. _—_—_ O 16'O.C. ALUMINUM CIDP ANGLE O 16 O.C. ------ 4 (6083-TB AUJM AT NIDHEIGHT W�j (2)1ja®1T/A2PCONS ANCHOORRS To o-1 SEE FO WALL AT 1.D.C.(LOCATE AT 5 SEE N LCIION �OR EITHER SIDE OF©) I OR(fe SEE DETAIL x FOR jOR TO TRACKS SEE DETAIL x F �Kj u 8 T a a®•®a SIDETION TO C1KS w8 u 8 WW�OV"O'8 •®� SIDE CONNECTION 4 ��©•Q"l:/"+Ty"®' V.�'�®"©•Q ©'®� ®a©.�.®u®� 4Y�"®�©'Q ©•©"' TO END CONNECTIOONN D OENO CONNECTION DETAIL TAIL®�� 60 ®'®®-®•®a®® END CONNECTION DETAIL 3 ON END CONNECTIDETAIL 4 Dr�1 2� O REQUIRED ONLY FOR SPANS GREATER naw 11'-0' POURED REQUIRED EWNBLOCK WALL 4 OUSTING MASS REQUIRED GLA55 4 ------- - MN.47IAlWTION B1 /z's.M TO (SEE a 16 .C. MIN.SFPA WON - xF ON SHEET 70 MASS(SEE 6 OR&R(DOR 1i FOR 3"MAHD N NC ETE 1/2-MN. SOffDLLP ON SHEET --------- ------------- Mx sRo-7 19 FOR ANC o ------------ ® @� CONCRETE 11 FOR ET 19 F AID _ - _ I OR OR q(W Ir o.c. aR sREZT is FOR --- ---- ANCHOR R G ADES(D&Q ---- OR@ O.C. ROOR2'MIN. 2'MIN. ♦SEE UM AXIONS OF USE FOR ���ry��1 5 &ADE ON SHF1T 18 OORQ3OR6OR0OR� JIEW1 OR ' PLAN1 ODET LPOURED CONCRETE OR -©•O°•® •®°� . END I SAL T N CCONNCC�BLOCK WALL ®'®•�©•®�e�O O®� HV BLADE OR G HV WINDOW BLADE INTO ®•®�®.®mp.p_ ®'®'®' '©m CONCRETE OR CONCRETE BLOCK WALL_ END CONNECTION DETAIL SQ O•(�®•®�®�Q9 END CONNECTION DETAIL© 60•®�®•®ate FLORIDA BUILDING CODE Non High Velocity. Hurricane Zone p.T�(�T,�, m 2015 EASTERN METAL SUPPLY,INC. BERTHA HVT, = I L E C O f RI Re. , v S,A,LOW Accordion Shutter System KV.RAM#1 W/CR W/O H,v WINDOW IRAN American Shuffer SystemaDEs�N�noN DAs DRAIN Elf. ML TIWT TESTING 3 ENGINEERING COMPANY ({,li sociafion Inc. 1 OLD 11-192 4 1J IS Dae 4/13/15 STATE OF r¢ =5 N.R�9L,54.Mae,MRGM GWDRS"mm 331 9' Phan.:(309)871-1510.Fox:(305)071-1531 4268 Wastroads Drive a 1'4. C-,* -•. DRI -�`� . dLL Uft—ow m West Palm Beach, FL 33407 3 DRAWING No As ....... v 15-085 AIWALTER a TILLRI,r.PEE. S4' N} IfURE/DATES Uc /H167 SHS 0F SCHEDULE 81 SCHEDULE N2 CS HEAUJ E�13 MAXIMUM SHUTTER SPAN 'L+•OR "L-" MAXIMUM SHUTTER SPAN* •L+" IMUM SHUTTER SPAN*•L+• V0. FOR INSTALLATIONS W/ OR 7 (fL) FOR R 'L-' (fL) INSTALLATIONS INsrALLAnaM LEGEND ' Cry® &®Or or INSTALLATIONS W/ ry'f�r, MATES CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V, LOCK ®Or®Or Dr ,. Icy g�W/ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK IV/ NO LOCKING RODS Or ONE HV LOCK ar Dr L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® /' 0 OR W/NO LOCKING WALL A, B, C. D. E. M. N. O, P. 0, ASD.DESIGN PRESSURE RATING. CENTERMATES®&®W/ONE HV Y W/ NO LOCKI G RODS® ODS MOUNTING F. K& L R.S. &V. LOCK 0 W/1W0 LOCKING RODS 0 TOP & (SEE NOTES t,tt) (yµ10 FOR NOUNMr G (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES . SHEET 7) FLOOR/CEILING G. H. I, Il, J T. U. W & X WALT.MOUNTINGS(TOP/BOTFOM)OR FLOOR/CEILING: uAtmaM CONCRETE&WOOD Dl7rAW1TI0N5 uvmy cINSTALLATIONS ONCREIE k WOOD UAl." CONCRETE & M GIVEN POSITIVE ASD.DESIGN PRESSURE RATING. ASA Df3:01 ASD.DC%ft Asa.DE= INMOUNTING 5FAUATIOHS DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE F WAIL MOUNTING Ft,OOR/CEILING R WALL MOUNTING s1R n,MyYpO�UJ�H,9RµNaG VOID �R/m OR MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (fP")1 (t�,) FLODR/a7lDJG YOIPa1R0 (P��) FtaoR. C DETERMINE MAXIMUM SPAN 'L-•FROM SCHEDULE L♦ (III t--Ift) L- L1 L-(IQ L4 t-OU 0 MA:DMUM SHUTTER SPAN 1+•OR'L-'FOR 30 OR L 16'-0' 18•-0" 16-0' 16'-0" 30 16'-0' 16'-0' 30 16'-0' 16'-0' INSTALLATIONS D7rO WOOD SHALL BE UMRFJT TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 PST.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN-L+•AND t- 35 14'-l0' 14'-10' 15'-Y 16'-0• 35 14'-10• 14'-10• 35 IS'-2• 16'-,0' 40 1J'-10' 1S-lo- 14'-2• 15'-2' 1 40 13'-10' IJ'-10' 1 40 14'-2' 75'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-i' 1J'-4' 14'-3' 45 1J•-1• 13'-1 45 13'-4• 14'-J' t HV CORNER CE:NTFRMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WAIL MOUNTINGS 50 12'-5• 12'-5' 12•-6• 13'-7' S0 f2'-5' 12'-5' S0 12'-3' 13'-1• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10' IT-L• 12•-1 l' 55 11'-10" 11'-10' 55 11'-1' il'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4' 60 11DE -4' 11•-4' Go IW-2' 10'-11• NOTE gs.SHEET 5. DETRM 65 1(r-1o" 10•-10' 11'-I" 11'-11• 65 10'-10' 1o•-,0• 65 9'-5' 10'-t• TEERMINE LI+=MAX.SPAN FOR WNL MOUNTING INSTALLATIONS. 70 10•-6• I 10'-61 110'-9" f1'-5• 70 10'-6' 10'-6• 70 B'-9• 9-4' L2+-MAX.SPAN FOR FLOOR/TERING MOUNTING 75 f0'-1' f0'-1' 10'-4' 11'-1" 75 10'-1' f0'-1' 78 - 8'-9' tt'FXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 W-l0' 9'-10' 10'-0' 10'-9' 80 9'-10' 9'-10' 1-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 W-6• 9'-6• 91-9• 10'-5 85 9'-6' 9'-0' DISTALIATIONS IMO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE UNITED AS FOLLOWS.• DETERMINE 90 9'-3' 9'-3' 9•ti`• 10'-1• 90 9'-J' 9'-3" 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 0-9' 9'-2• 9'-10' 95 9'-0" (T-9' LIMITED TO +64.-72 9'-0' 9'-7' 100 W-9• 8'-4• 7. INS P.sAND 8'-0•SPAN. SEE ?MAX-SPAN FOR F1DOR/CERING MOUNTING 100 B'-9' W-4• MOUNNNG 0 ON SHEET 7. INSTALLATIONS. 105 8'-7' r-11• 8'-9' 9'-4• 105 9'-7' 110 8'-4' 7'-7' 8'-r 9'-2' 110 8'-4' r-7• FINAL lUWMUM ALLOWABLE SPAN IS EQUAL TO THE 115 5'-2• 7'-3- B-IT- 115 W-z• r-J SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+ 1xE•,'Ll-'AND L2-• 120 8'-0• 6'-11• 8'-2" 8'-9' 120 B'-0' 6'-11• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-1o• 6'-8• B'-0' 8'-5" 125 r-10' 6.-6. ALLOWABLE SPAN AND NEGATIVE AS.D.DESIGN 130 7'-8' W-5' 7'-ID' 8'-1• 130 r-0' 6-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7' 61-2' 7•-9• 7'-9• 135 r-r 6'-z• MINIMUM SPACING. 140 r-5• 5'-n' r-r r-6' 140 r- ' ASTM E-1996 SEPARATION 145 r-3' 5'-9' 7'-0' 7'-3' 145 7'-T 5'-9' TO GLASS 150 r-2' 5'-7' 7,-4• r-0• 150 7'-2' W-7- 155 T-0• s'-s' T-z' W-9' 155 T-0' 5'-5• 1 THRU .3 •' 160 6'-,1• 5'-2• T-1• 6•-r 160 6•-11' S'-2' 165 s'-10' 5'-1 7-0' 8'-4' 165 W-lo' 170 6'-9• V-Il• s'-11' e'-2' 170 W-9• 4'-11• 175 6'-7' 4'-9' 6'-9' 6'-01, 175 1 W-7' 4•-9" 180 6•-6" 4'-8' 6'-0• T-10' 180 6'-8' 4'-0• H 7`/ BLADE 185 6'-9' 4'-8" W-7' S'-0' 185 6'-5" 41-61 -- 190 6'-4' 4•-5' 6'-6• 5'-6' 190 8•-4' 4'-8' 195 6'-3" 4'-3' 6'-5' 5'-5' 195 61-31 4'-3' 200 61-2• 4'-2' 6'-4" 5'-r 200 W-2' 4'-2' 2Q5 6'-3• 5'-r 205 6'-11 4'-1' FLORIDA BURDIIdG CODE(Non High VelocityHurricane Zone ®2015 EASTERN METAL SUPPLY, INC. �ttlUlllllllllFFFF/,r BIERTMA HVT, Accordion Shutter System IM'a ¢1 W/DR W/0 w..;=w kxx 9 �L TILLIT TESTING & ENGINEERING COMPANY Amel•Ican Shutter Systema Ly,1 ofscawnON DATE DMYM W.LDAY. 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B•-0' 14 12 10 B 73 5,5 3 - 14 12 10 65 7 53 4 3 14 12 0 65 55 4 J 14 12 10 B 8 e - - 14112 10 9 0 63 8 75 14 12 10 a3 8 D { - (B) TO FTAKON CONCRETE BWITH (VAIN D THI - t4 12 B 65 55 J - - N 12 10 D 5 BS <3 J.S 14 I2 10 8 7 5 35 3 -1/4'0 TAPCON OR TAPOOH YRfH ADVANCED 7}IREV)FOfDM 7EY39i01DGY ANCHORS AS MANUFACTUflED BY I.T.W.BURDEL 14 12 10 9 f1 8 - - 11 12 10 9 O 7 3 4 14 12 10 D 73 S.S f 3 -1/4'0 Y-3/4'ALL POINTS SOIIO-SET ANCHORS,As DISTRIBUTED BY ALL POINTS SCREW.BOLT 3 SPECIALTY COMPANY. T-0' 14 12 to B 83 4 - - 14 12 9 7.016 45 33 - 14 a9 7 55 45 39 - - _ -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASfE7NE5 OIRECr.INC_ 74 12 10 a5 7 4 - - 14 12 10 9 73 85 4 - 14 12 9 7 73 N3 - - -1/4"/TAPPET+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISIRBUIED BY ALL POINTS SCREW,EDIT 3 SPECIALTY f1 11 7 SS 43 - - 14 12 f0 9 73 55 4 - 14 IZ 9 7 . 43 3 - COUPANY CIR ANY OD3Et APPROVED LICENSED OR AUIFOH¢ED VENDOR REGISTERED WITH THE MERMAN SHUTIFR SYSTEMS ASSOCIATION,INC. 8•-0' 14 12 10 0 8 6.5 - - 14 12 10 9 0 6 4 - 14 12 10 0 63 5 35 - µOS; 14 12 a5 7 03 3 - r 14 12 0 i 53 4 3 - 23 6A 5 S 4 3 - - ILI)MINa1UM EIM MEAT Nf0 CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 6 1 1/4'AND TAPCON 14 12 93 75 a 14 12 95 5 5 - - 14 12 B IT 53 4 - - WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1 13 B8 ab 8 33 - - 14 12 10 8 55 0 - 14 12 8 85 9 4 9.-0. 14 12 10 9 a - - - 14 12 10 9 75 4.5 - - 14 t2 as 7 55 4 - - 82)MINIMUM EMBEDMENT OF 1/4'/Y 3/4'AUL POINTS SOLID-SET ANCHORS SMALL 13E ENTIRELY EM@DDED INTO THE CONCRETE BLOC(.NO 14 15 73 B 4 - - 14 11 T 53 6 33 - - 11 0 05 45 35 - - EIRIED1ENr INTO STUCCO SHALL BE PFRMITI D.1/4'/-2D SS.MACHINE SCREW USED STALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 0 0.5 43 - - 14 12 115 7 S9 4 - 14 105 7 53 B 45 - OLLST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. l3 as 55 4 - - - - 14 12 9 7 0 4.5 - - 14 11 7 65 43 35 14 12 t0 a 73 - - - 14 11 10 5'OS 8.3)N CASE TENT PRECAST SEINE•PRFIASr CONCftE7E PANELS•PAVERS OR ANY VENFIIt RE FOUND CAN THE FXISIINO WAIT.OR FLOOR. 14 1(5 7 5 3.5 - - - 13 1 3 93 5 4 3 - - 10 73 9 4 J - - - ANCHORS SHALT ISay EFO IN TO REACN THE MAN SRIUCG OR BEHIND SMD WALL FlT META ANCHORAGE STALL THIS AS INDICATED ON 14 1{ 75 53 - - - - 14 15 9 a 5 4 - - 25 05 6 5 4 4 - - NOTES of))d B2)ABOVE FOR INSTALLATIONS ON VINYL SONG OR EFS ri1Tti OR AMTRIOUi METAL STUDS CONSULT 7H115 EICINEIR. OS 8 5 - 14 12 8 05 95 4 - - 13 10 ea FDR IHSTAIlAiION INTO EFS Va1f1 METAL SNDA SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 as 1 55 45 35 - T 1-0 25 95 8 - - 12 9 5 43 { 3 - - v 7 43 35 3 - _ _ (C) ANCHORS SIfALL BE INSTAL(ID FbLLDMNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMNUFACIWtER N 10 7 - - - - - 14 03 7 SS 43 - - - 11-58.5 S3 45 75 - - 93 7 45 - - - - - l4 13 75 0 n - - - 12 9 8 45 4 - - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS 14 12 10 - - - - - N 12 9 55 g - - - 13 t0 55 5 4 - - - EDGE DISTANCE VERSUS c/A IMO SCHEDULE FOR ANCHORS,• Ir-0 15 a5 4.5 - - 11 8 55 4 33 - 0 8 4 3 W7(IMQM ANCHOR SPA otos ARE VALID FOR EDGE D6rANCPS TRYcATED BELOW.FOR E 0 LES THAN THE NDMAIM.REDUCE ANCHOR SPACWG 35 95 a - - - - 139.5 55 5 4 - - - DO-5a 5 4 - _ _ - BY MULTIPLYING SPACING.SHOWH ON SCHEDULE BY THE FOLLOT7NG FACTORS. 0 85 - _ _ _ _ 14 05 7 5543 - - - it 55 45 3.5 _ _ _ REDUCED SPACING OBTAINED USING FACTOR STALL NOT BE IFAS 7HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0'14 12 - - - - - - 14 115 75 6 5 - - - 12 9 5 4.5 4 - - - FACTOR o3 a - - - - - - 10 75 5 4 3 - - - 73 55 4 3 - - - - ACTUALTAPPER+ ss as - - - - - - 12 e a 45 4 - - - DS 7 e 4 - - - - EDGE TAPCON TNR TOW/TECHNOLOGY PoIM SOLID SET BLUE TAP W/CAW k&L NO a 0 - - - - - - 13 B5 95 5 - - - - 0s 75 5 4 - - - - BLADE OR 14 12 - - - - - - 14 705 7 fi3 - - - 11 88 68 43 - E.D. MON.SPACING-3' MIµSPACING-r lµSPACING v 3 1/2' M1µSPACING s 3' 3 3 4' 4' 14•-0" 10 73 - _ _ _ _ _ 9 7 45 u - - - - 7 8 33 3 - _ _ _ 1 CONN CONCRETE& 10LFSD COH[78TE LOtrDEE 90Of POURED CONCAEIE R Po CONCRETE 5 10115D OOI�E GO[187E BIDDY 19 8 _ _ _ _ _ - 11 0 fib 43 - - - - 0 53 4.5 - - - - - IN EM*w�. LIR EA=3 1/2BLOCK 'MR FD.•2 1/Y UK M-3 11'r WICK CONCRETE.Y°°K 691 EA=3 1/Y MK EA-2 1/2' 73 - - - - - - - 12 9 8 - - - - - 95 7 45 - - - - - r 1.0 a90 1 /D 078 1.0 094 1.0 u - - - - - - - 3510 es - - - - - as e 5 - - - - - BLADE WORKING 15'-0' 9 _ _ - _ _ _ _ 65 4 _ _ _ _ _ 85 3 _ _ _ _ _ 2'1/2' - 0.81 1.0 - - 0.87 1.0 85 10 - - TO e s - - "ITT 4 - _ _ _ _ IN UNISON♦ 2' _ a7t - - - 031 - 7 - _ _ _ _ _ _ t3 BL 63 - - - 9 e8 1 1 3/4' - 081 - - - 0.43 e - - - - - - - 2.5 e s - - - - - 6 u 3 - - - - - 1 t r 035 - - 9.5 - - - - - - - 93 7 8 - - - - - 0 e . - - - - - FLORIDA BUILDING CODE Non High velocity Hurricane Zane I1 AY ®2015 EASTERN METAL SUPPLY,INC. A: ...... �9''% BES HA HV, ayENSf 1 L E C O N Accordion Shutter System !J c American Shutter Systems KV RAM#1 W/OR W/O H,Y YItN W BLAKE r+• DMCWTM DATE DRAWN SY: I"- STATE L STATE OF rt¢ T MT T'ESDNO do ENGINEERING COMPANY Assodaticn, Inc. I OLD 11-192 4 I3/15 DAR' 4/13/15 �• 6lA KW.36W ST..Ata 3W,V4K2G GF110aN9.TDIm1 1]I Ph-:(305)!71-1530.FEDI:(305)871-1571 4268 Westroad5 Drive 2 DRAWING No O'+, !1 na5Ow_ West Palm Beach, FL 33407 3 ''4Fs3/ONA��p W U.N J.P. 15-085 P. RE DATE 9 SHEET OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE E06 A H ON SIDETS 5!7) 1.ANCHORS Ta SUBSTRATE SHALL BE AS FOLLOWS: PW® am POURED OONZWK W TO DWM POURED CDNarETE:(Nin ra-3 Imp E WALL SILL MOUNTING G COLING MOUNTING H FLOOR MOUNTING - I/4'0 TAPCON OR TAP=WITH ADVANCED THREADFoRu TECHNOLOGY ANCHORS.As MANUFACTURED BY I.T.W.BUNIDDL(Mn.fa-3 W) SPAN O O O -t/4'0 x 7/4'ALL POINTS SOUR-SET ANGORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT k SPECACITY COMPANY.(IEn,r0-3 imp OFSCH mew PI6S5M WORN O'S01-FRSSAa.Mw OESCII USA1NF REM51 FADa - 1/4'I BLUE TAP CONCRETE ANC1bRS W/CP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(I fn fc-2 k� 30 4o m 7a eo 120 160 264 30 40 60 7a S.0 120 160 2m 30 40 80 70 Ib 1m ts0 109 TMCON OR -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POYIERS FASTENERS,UIC-AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR MITHOROED VENDOR REGISTERED WITH 71E AMERIM SHUTTER SYSTEMS ASSOM11011.NC. 12 10 9 e 5 O9 12 10 0 e B 14 1 10 0 B a B 6 THREAOFORM TECHNOLOGY 3'-0' 14 n 10 9 e B a e 14 a 1n 9 e e e a 14 12 m e e e e 6ALL (MOIL fc-3 IED) DR LM 14 12 10 8 e 5 0 6 14 112110 9 e a 5 6 14 12 10 9 a a 6 6 �SOLID-SET 1 11 f0 9 e 6 9 7 14 1z 10 9 e e e 8 14 12 10 9 e e a 6 BLUE TAP'W/CAP NQA6 IaN1MUN E118EDNDlf INTO POURED ADVANCED 1+ t2 10 9 6 7 65 ]!7 14 12 70. 0 8 B e 74 12 10 9 8 0 B 6 TAP PER+ ANCHORS IS 1 3/4'.AND FOR BLUE CONCRETE CAP ANCHORSISA1�1D/2' 1 TiPEADFOfiM iDCfMOLAGY ANCHORS AND TAPPER* 41-0' 14 /2 10 0 6 5 0 0 14 12 10 9 0 0 8 0 /4 12 10 9 a a 8 55 14 12 10 9 5 5 6 4 14 112110 9 6 0 8 45 14 12 10 9 8 e 4 73 A2)MINIMUM EMB DMEtr OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/e'OFIG iFHE POURED CONCRETE NO'EMBEDMFM 14 12 10 9 a a a 4.5 14 112110 9 6 8 0 fi5 N 12 10 9 8 8 6 45 TWO STUCCO SINLL.BE PtWMEO.1/40-20 SS MACHINE SCREW USED SHALL BE 1 1/2'TANG MI UUM SHOULD STUCCO DUST,AND 14 12 10 B 75 AL1 Y7 - 14 12 10 9 e e 8 6 14 32 10 a e. 7 y 4 •SEE l9�[ACN 119 F06 1'MINIMUM FOR WALLS WITH NO STUCCO. 1f 12 f0 9 0 8 B 8 14 /2 10 II a 5 8 55 14 12 10 0 0 e B 45 eIAOET 19 51-0' 14 13 10 9 8 7 4 - N 12 10 9 0 a.5 0 M5 14 12 10 8 a5 6 35 J A3)M CASE THAT PRECAtir STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOR 14 12 10 B 8 7.514:6 - 14 12 to 9 a B 6 e.fi 7 12 10 B e 5 441 75 ANCHORS SHALL BE LONG ENOUGH TO REACH TWE MAIN STRICTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 BS 73 a5 45 - - H 12 10 B B 75 65 { 14 12 10 0 8 8 43 J9 NOTES A1)5:A2)ABOVE FOR INSTALLATIONS ON'VINTL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR f4 12 10 9 6 0 a - 14 12 10 9 5 a a 5 14 12 l0 9 a 6a'5 JS INSTALURON INTO DFS WITH METAL SNOS SEE SHEET 20. 6'-0' t4 1 10 9 75 53 7 - 14 12 10 OS 7 53 4 3 14 1z 0 63 65 4 3 - t4 12 10 e 8 a - - 14 12 10 9 8 e5 a 75 14[-12 to a5 8 0 4 - (B) 7O IXS70HG ERE tD.00K`(A5T1 C-90) 14 12 8 ISS ss 3 - - 14 112110 9 9 65 45 35 14 10 8 7 e 7S 3 -1/4'0 TAPCON OR TAPCON WRIT ADVANCED THREADFORN TECHNOLOGY ANCHORS.AS MANUFACTURED DV I.T.W.BUftDDt. f1 12 10 9 6 fl - - 14 12 10 9 5 7 5 4 14 '10 9 75 53 4 3 -1/4'9 x•3/4'ALL Pows sDLx)-SET ANCHORS.AS GISFROUTED BY ALL Paws SCREW.BOLT R SPECIALTY COMPANY. T-0• 14 /2 10 a a 4 - - 14 12 B 7.5 0 45 Al - 14 7 15 45 15 - - -lleo BLUE TAP CONCRETE ANCHORS W/GAP AS MANUFACTURED HIV FLORID&FASTENERS DIRECT.ING_ 14 12 10 0.5 7 { - - U 12 10 B 73 35 4 - t4 e 7 75 45 - - -1/40 lA'PFA+ANCHORS AS MANUFACTURED BY POVT7IS FASTENERS,UFO./WD OLS7PoBUIED BY AIL POINTS SCREW,BOLT R SPECIALTY 14 11 7 55 43 - - 14 13 f0 8 73 SS 4 - 14 9 7 e 43 3 - OR ANY OTHER APPRDVED �OR�HORQED VENDOR REC151ET7ED WTD&THE AMERICAN SHUTET2 SYSTEMS ASSOCJADON,INC. 14 12 70 9 8 65 - - 14 12 10 0 5 a4 - 14 10 a SD6 35 _ NOTES: 14 12 8D05 7 - - 14 12 9 63 35 4 3 - 25 9[4- IT 4 J - ELI)MINIMUM ELBEDMEM INTO CONCRETE ELDCX OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 BIS 75 6 - 14 11 05a fi - - 14 8 a3 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANGORS IS 1. 13 9A e5 8 35 - - - 14 12 f0 6 85 0 - - 14 814 12 10 9 e - - - 1{ 12 10 9 73 45 - - 1455 55 { - - 82)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-5ET ANCHORS SFU01 ENTIRELY DI@DOED RLLO TFC CONCRE(E BLOCK NO 14 15 73 8 4 - - r{ 11 7 55 6 35 - - 11 6 55 33 - - - EMBEDMENT MAID STUCCO SHALL BE PERMITTED. 1/4.0-20 SS MACHINE SCREW USED SFWLL BE 1 1/21 LONG MIN01l1M SHOULD STUCCO 14 12 5 63 43 - - 14 12 a3 7 53 4 - 14 103 7 6 45 - - DUST.AND 1'MINIMUM FOR WAILS WITH NO S1UCW. 15 35 55 4 - - - - 14 12 9 7 8 45 - - 14 11 7 48 3S. 14 12 10 9 7.51- - - 14 12 10 6'a5 5 - - 14 12 5 5 4 - - B3)IN CASE THAT PRECAE T STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DMINO WALL OR FLOOR 74 10.9 7 5 35 - - - 13 95 e5 5 4 3 - - 10 75 5 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINIS"E$.ANCHOWLE SHALL BE AS INDICATED ON 14 17 75 53 - - - -.14 15 9 0 5 { - - 25 65 6 4 4 - - NCFS 8.1)5:B2)ABOVE FOR INSTALLATIONS ON VINYL SWING OR EIFS WITH OR WITHOUT MET/L STUDS CONSUCr THIS ENGINEER. 05 a 5 - 14 12 a 65 9.5 4 - 1] 10 as 8 4 J _ _ FOR INSTALLAION INTO EIFS WITH METAL STUDS SEE SHEET 2a 14 12 t0 - - - - - 14 12 9 7 e 43 - - 14 05 1 55 45 3S. - (C) ANCHORS SHALL BE INSTALLED FDIIAWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 95 5 - 13 9 a 45 4 7 - 8 7 45 35 7 /4 10 7 - _ _ _ _ 14 0.5 7 55 - - - 15 0.9 53 45 76 - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ECJ VERSUS SPACING RELATIONSHIP FCR ANCHORS. 95 -1-±1 - - - - 14 15 75 6 5 - - - 12 9 e 45 4 - - FpGF OISTAMGE VERSUS SPACING SCHEDULE FOR ANCHORS: 121-0' 14 72 10 - - - - - t{ 12 5 " 93 - - - 13 to 65 e 4 - - - 15 a5 4.5 - - - - - Pl a 55 4 3B - - - 5 0 4 3 - - - - MA MUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICTED BELOW.FOR E D.LESS THAN THE NOICATED.REDUCE ANCHOR SPACING 1319-5 65 5 4 - - - 05 a S 4 - - - - BY MULTIPLYING SPACHG SOWN ON SCHEDULE BY THE WLLOMRG FACTORS. 14 OS 7 55 4 - - - 11 &S 55 45 35 - - - REDO=SPACING OBTAINED USING FACTOR SHALL NOT BE PIIS THAN T0RLNN SPACMO UIOICiFD FOR EACH ANCHOR TYPE u 12 - - - - - - 14111.517.S e s - - - tz 9 e 4.5 4 - FACTOR 731-0' a - - - - - - 10 75 S 4 3 - - - 75 &514 3 - - - - �- TAPCDN WITH ADVANCED ZS TAPPER+ eb - - - - - - 12 9 e 45 4 - - - BS 7 9 4 - _ _ _ DICEDGE fAlJL'E TAPCON THREMfaR4 lE[*INTN_04Y Al.l POINT��SET BLAZE TAP W�CAP MINN.SPACING - - - 13 BS "s s - - - - 0S.75 5 4 - - - - t HV BLADE OR E.D. MIR SPACING-3' MIR SPACING-3' IK SPACING-3 1/2' LN1L SPACING 3' 3 3/4- e 1 M-0• 14 12 - - - - - - 14 105 7 65 - _ - - 11 85 58 45 - _ - POURED COM C✓tEIE h POURED CONCRETE 3 POURED CONCRETE 6 f0 75 - - - - - - B 7 45 SS - - - 1 D - 3 - BLADE POURED CONCRETE CONCRETE B TCR PLIED DocREE DCQEE am I 19 e _ M..1 11 0 55 45 - - - - 9 53 13 - _ _ _ _ M-CONCRETE .T LCL Eb.3 I/Y Ia1 M. 1/T MG]NCNETE pIDCK CONCRETE BLOGN �ED.=3 1/r MN EfL-2 1/I' f 128a - 95 7 45 - - - - 3' 1.0 CL90 1.0 0.78 1.0 094- 3510 55 - - - - - 05 e 5 - - - - - BLADE WORKING - - - 1.0 e3ITS 4 - - - - e5IN UNISON♦ 2 1/2• 11Bt 1.0 aw 1 D 05e 5 - - - - - 5S. Y - 0.71 - - - 051- 15 ILO 55 - - 9 85 - t 3/4 - call - - - a43is.-0' B 9 - - - 6 u311 Y035 - - - 0.35_ 95 7 _ _ - - - a e 4 - - - - - FLORIDA BUILDING CODE NonighVe�l{o�city HUrricane Zone N.TILI""' 0 2011 EASITIM METAL SUPPLY,INC. BERTHA I LV-E767-ZZ. �S.S Accordion#1 W1 On Shutter System Itv.BLADE#1 w/OR w/o KV.YdNJOw BLADE American ShuHer Systeme Im pt5C1�1,0N DATE DRAWN W. ML STA�DF jam: TILLIT TESTING Lk ENGINEERING COMPANY Assuclaflon, Inc. _ f OLD 11-192 4/13/15 DATE: 4/13 15 • . 1319 nM.3 M.SA aro.CROON G49MM.Mxd]M PBa1w:(303)071-1530.Fax:(305)971-1531 4268 Westroada Drive 2 DRAWING No 0 �� 7-ma3.t1Rac40aa1- West Palm Beach, FL 33407 3 1 ®6G06719 15-085 q�SSlON P,%- �`� W wTwmA~ Dr.R 4 J SHEET P.E�S�1LiN}IATURE/DATE 6 13 OF 20 flflflfl6flflflHHHHHflflHflHHHflflflHHHHH6BflflflHHHHflflHHBHHflHHflHHHHHHflflOr BBH8fl88S6B66flBHBBflflfl86HH86BBHHHfl88flHB@6SflBH8fl86fl8HH66flHB�;, - ;: DDADgAAAGGCGGQaGGGGGCGflGOGGIlQOaGC�GQadGGGGaGQG�iGgQGaIlGQGGF!°_" DDDDADDADDDDQQQQQGQQQGQQQGQQRQQGQQQQQQQQRGQQQQQRGQQQCQQgO `,� DDDDAADDDDggDDDDDADgGQGQOQGGQQOQQGQGQQQGQQGQQQQQGQQQQQQQB� _ A.� DDADDDDDDAanDDgDDDDppDDDDDDADDDDQQQQQGRQQQQQQQQQQOQQQQQR8:�4 _f anaaaannnnDaaanAppnapnnanannaaanaagaacQcncaQQQcaQQQooQQoo BQflHflG6GflHC�6Gogt�BQ®fl60H®HH6Hflg6®H®6H®Hg6H®fl®BHflH®HH6666@�. - QBEHQ68IlflQQflR©flQ@RflaQOHOGCi8t�6QHH8GHHHH6HHHHHHHHHflflHflflHHBD � < ", �JQflIlIlQQflIlQHQO©QQRIlOHflIlAQQHHQ8QQ00QdROHHH8QHH8Hfl88HHHHHHH�, DDDHDDIlBDDIlIlQBIlIlRQHIlBHQQflQHQIlaG06H©RQQQQQ6Ci8Hfl6H8HHHHHH© OgRnggRQnAflRDnHanDIlHpRC�IlQRR[�Ht�E�QQIlQt�HHIl8t30RflaQBCiHRHflHt�HHO - - = DDDDADDDDDDDDDQDDDRgDDnRpDHHDDIlO�JRHIlIlRQQRIlQHQHBCI�QHflBQH�C� _ nnADADgDDDDADDAADpDDDDDDADDDDDRDDDBRDDIlB�RpIl000R©0p©aQ6C6: - -: �, npDDADggDqqDADADADDDDDAD0D0qDDAqADDDDDQDpqqQDAIlIlIlHaQQflQt�07 ~= '''' � IlAQRpRDCIR�iQO�lo�1IlDR00IlQQQaflIlQIlIlORCiQROIl�IIla�IQQQOIlQOCiQaQR�iD�iO= . =' 08'RflRQO�OCIQQQR©OQRO©DOOQpQOQOCiQadOanQOQ00R�lROR0000�1Q©aQR�Y � - _ _ , '�� �IlR046Rp4RQIl�QQQ4QQH0QOQCl©OHQdGH©DOCIDORORRQQOCiR�IQOpaq�+GAO.. - - DARDAROgIlHQROIlCiHRHRB�QCiIlIlE3QHH4QG�OCflRRIlBC�IlRQQgQIlRIl�iQCIRO�i©' : = =" - ;� DDGDDDQADAflDDRCIgDpOADOQRQBQt�Q4ClQ4QQH0E�QflRRCIIlQRQORRRQIlQQRO = v _ DgRDAgOqqqIlDDqHDqAQqqq©DADOgD©©DHIlOR44RIl40p00©OQQOCIDCi©ORB : ' = '` DDgDgAqAADqqqDDAqARAAOi�DqA©ggq4DpD0AD4Rq�IlCiHQRRIlRHQHffQQ48' -_� DgDDDgpADDDpDDApDDDADDDDADqqDDRDqDIlDDDQDpDRDIlt�iROQQIlCiQQfl� � ' GQRRRQQRGQRQQQQQRQQRRRQRRRRRQRQGRQRQRRRQi�RRRRRRRRRRRaQ0R0- o - �:. 4R4QRpQgQRQ44Q4444Q4QR4QQ4RR44R444R44R444QRQ4R444QA44Q440r - flIlQaQOQQRRQIlQaQHRflRHQQQQQRQRQQ4RGRQ4aRGQ4QRC44GQRRQQR4Q40:. . .: ., A[34gIlQQ4G©G4�IldaQ6QBQQQIlAGQOQIlQDQR�iOQQQG4QQQQ�iOQRQRRRRQ4�= _ '= - DDQgpDRDDgQDIlRRRGIlQR©IlR©QHR©OQRIlRQRORRQQRQRGQRQ4RQRRQRQ40 :. - DDQADDQDDAQDDARDDRQgDRRDDOQAIlIlRQHIl4QR4GIlQQRH000QRQQQQQQ48., . '-' DA@DAgIlDgqIlqDDHDDDHDDDQDDDRqDRQDORQAIlC�QRHIlQ@QQQIlRQQRGRflQ�= • `• AADDApRDADQDDnnnAD©ADAIlDADBDDAQDpDQDAQQDDQQDIlIlQRQQQIlRQQp�: 'j 5� C Ln En;5 Elm El 10 .Y r Y Y GPJEN MAX, GATNAA.S.D. DESIGN PRESSURE RAM �gm NNENG TYPE, ISM MOUN11MM ON SHEM 16&17). !s� U B �;TRATI- SOMERN SOUTHERN PINE No. 2 W/MIN.G-0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH E 0 SPRUCE PINE SPRUCE PIN 1/2' MIN. COX 2 W X11.6:055 FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN.G�.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD I .�W/ W/MIN. G-0.43 W MIN.G=0.36 M,1L(IUM , SAN('O WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0& R FLOOR MOUNTINGS M. N. O&R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNnNGS B.O.WALL MOUNRNGS &0.WALL MOUNnNGS W& X W& X W &X P &G S&v s&v S&V ®ImcE1t1maFAex Lmmaeumffinzamm mm"wa9JiFWR(p!)aftwOMMMMEMOM LSLMOMMAERABSCM W=W=A®RAQX"SAIMMAMUTPOMMM .R97193A7[67ffiLB]C(cQ Ip718!@EII�IP�.(�) ®16111E{®fEBWiIpJ 70 40 6075 90 1105 301 140 160175 90 105130 140 160 75 90 05 30 140 160175 9D 05 130 140160175 90 105 30140160 5 90 165 30 40160175 90 05 30140 60 75 90 105 30 40 So 75 90 05 30 40 60 5 90 OS -0'OR 2 f0 10 9 B 8 8 8 8 6 8 fi 12 10 10 8 8 8 6 6 6 6 8 8 12 10 10 8 8 8 6 8 8 6 6 6 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 d'-D' 12 10 10 8 e B B e 6 8 8 6 12 10 10 9 B B B 8 6 8 B 8 12 10 10 4 8 B 6 6 8 8 6 B 8 S 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 I2 5'+O' 12 10 10 9 6-18 B 8 B 6 B 5.5 12 10 IO 9 B 8 8 B 6 8 B 5 12 10 11019 B 7 8 8 616 B 5 8 5 414- 4 J 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 16.516 6 6 B 5.5 45 12 10 10 9 B 5 6 6 6 S 5 45 12 10 11019 8 5 B 8 818 5 .5 6 5 414 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 95 Y-0' 12 10 10 9 65 4 8 8 B S 4.3 4 12110110 9 5 3 8 8 8 5 4 12 1011017 .5 - 6 6 6 S 4 S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 (58.5 7S 12 TO f0 7S 4ZI3 6 6 6 5 4 5 12110110 6 3S - 6 6 5 S 3S 3 12 1011014 - - 8 8 5 .5 .5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5112 12 1.5 9 7.5 03 9'-O' 12 10 10 S 3-51- e 8 SS -5-1.5 J 121101 9 4 - - B B 45 4 3 ] 12 10 4 3 - 6 6 4.S 4 3 J 8 5 3.5- *- - 12 12 12 12 12 O. 12 12 12 1 9.5&5 12 12 10 8 6.5 5.5 10--0- 12 10 7.S.4 - - 8 6 5 4 J - 12 10 6 3 - - 8 8 4 S 3 - 12 10 3 - - 6 8 4 .5 3 - 6 5 - 12 12 12 12 1. 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 SS - - - 8 6 4S- - - 12 10 4S- - B 3.5- - - 12 10 - - 8 .5 4 - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 95 8 7 12 12 B 5 SS 4.5 12'-0' 12 10 4S- - - B 8 4 - - 12 Ill 35- - - 8 S 3S- - - 12 10 - - - - 8 5 3.5- - - 8 5 - - - - 12 12 12 1. 9.5 0 12 12 11 e.S 7 6 12 1. 7.5 8 5 4 15-D' 12 10 - - 6� 6 - - f2 10 - - 6 4.5 - - I2 S - - - - 8 4.5 - - 6 4.5 - - - - 12 12 12 0 e,S 7S 12 12 10 8 6.5 35 12 OS 7 45 1 14•-0' 72 70 - - - - B S.S - - - - 12 7 .S 4.5 - - - - 12 7 .5 4.5 - - - - 8 3 - 12 12 12 9.5 8 6 12 12 9S .5 8 4S 12 9.S 8.S 9 4 J - - - 12 - - - - - 5 - - - - 12 - - - - - 9 - - - - 6 - - - - - 12 12 11 9 S 5 12 12 B5 7 8 4. 12 9 6 5 4 - 16'-0' 12 - - - - - 5 - - - - 12 - - - - - 5 - - - - 1 - - - - - 5 - - - - e - - - - - 12 12 0. BS 63 4 12 12 a 8.3 5 3 1. SS 4S J.5- l n HV BLADE ORn HV BLADE W/ r11A HV WINDOW BLADE WORKING IN UNISON® •STE ATN16 lT IJg iTlq BLADE ON GIRT 18 f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TD WALL•nDOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3.SUEsn'ATE SHALL OONSW OF THE FOLLOW NR -SOUTHERN ME N.2 W/G-TXW(N.DS) -I/4'4 TAPCM ANdIMS.AS lU1NUFNCODIFD BF LT.W.BUADEDR W/NNOOMM Elte MEHT AS INDICATED AT -ODOr1AS FIR W/G•0.50(NAS.) /.���. EACH SECMN ON SHEETS 10&17. -SPRUCE PM FIR NORM W/G-0.43 OLD-%) EXCEP161N:SEE NOTE 2 BELOW. _SPRUCE PINE R SWT0(1966 APA)(N.D.&) FAINW 2 ANCHORS TO MUM CG SHALL BE AS PER 1A IM TYPE U.SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NOS 2012 SPECIHATONS 4.ANCHORS SHALL BE 08T/LLLED FOl1DWIM ALL OF THE RG=MEMAMKS AND SPECIFICATIONS OF THE ANCHONE MANUACTIMER, FLORIDA BUILDING CODE(Non High Velocity HUrricane Zone 0 2015 EISTFAN METAL SUPPLY.INC. BERTHA HV. g111111111//FF ■ ■ .�■ fTlJT C O�w�. Accordion Shutter System Itv L�nnE#t w/OR w/o Hv wlwarov aADE TWT TESTING & ENGINEERING COMPANY American Shaffer Systema ��o„ DATE IN 11,24 ML. w1 4167 ' mss R•R• A^n•3M �110ax nota 331 Aasoclatlan, Inc. , OLD it-182 4 1 15 DOTE 4 17/15 TFB�-A •; _ 4268 Weatroads Drive 2 Phone:(305)171-i=.rox:(3(5)971-1531 DRAWING No Tk o-m r tDtacoOeut.o,m West Palm Beach. FL 33407 J �DD(LI"g 4 15-085 WALTER A U. IT Jr. 7 g FLORnA ua/u167 6 t� o SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & 9 HV—.* BLADES AS APPLICABLE MAX, STTO SEAN L+ OR L FOR INST HV B DE MI ONLY SHALL ALLATIONS KTO WOOD WIT LA, WAILL FINSH BE LIMITED TO 105.0 psf. A.S.O. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MM SPAN !k Y=AUGN OR A.S.D. DESIG ESSURE RATING FOR INSTALLATION W11H 11LAIM U) 1A)WORKING IN UNISON ADVANCED THREADFORM TECHNOLOGY =T=OR i& bl.PMEIRAll N ADVANCED THREADFORm TxrjiNoum .11 AREA TO 0 W1 11/Y MILn.PO4EMTM OF THREADED AREA-M MWING WK SEPAROM OR EXISTING WOOD HEADER. WOOD HEADER SCFZDUUE ON SHEET 15) 0 MASS M (SEE SCHOULE ON SHEET 15) I/VP-20.3/4r S--L MACHINE SUIMULE am I 11 FOR W.TAW— SCREWS W1 1/4-20 HUTS ORO! (0-@ ON SHEET 19 FOR I*Min. 0 19,Cul DwNG I MADES(D a(91 GLASS--A (SEE 0 3, OR NAL Dasw UW. M MO U U__i•.` (9 HF2"x4 WOOD COSTING,MUL t -..x REQUIRED I OR(9* N 2'x4'WOOD /4'0 TAPOON OR TAPCON WITH ADVANCED EAGER REQUIRED -THREADFORM TECHNOLOGY .111�; D GLASS--f Ift SWAFJQM Mtn. PENEFRATION OF THREAD EXISTING WOW HEADW. L SC= 046 ."L' TO CLASS (SFE SC11mLLE ON 51�T 15) 11 FOR SLADE(DAN07— G "SEE dCHEDUTONN SHEET lly-- FOR GLAS" U. t PLATE REOD. NY WAIJ. H9AD9R INSTALLATION T O ISTAffI0N OM HV WALL HEADER INSTALLAM AT (ON TO CLASS SON.SEPARATION TO GLASS SCHEDULE Old VEU Ily— SE,ARADON I.GLASS IXISTBiG �--(SSE SCHEDULE ON SHEET ll)-- 26xV WOOD ON SHEET 11) 'D 79(SEE a 114"11-20014'S.S. USING 1/4"-20 RM 7- FIRM WALL ORO R 214-COM.� WOOD PLATE REO'D. IZ I14'0 TAPCON OR TAPCON WITH ADVANCED OR T14RMFORM TECHNOLOGY W1 1 1/2" :It MI. PENETRATION OF THREADED AREA To 1/4-0 TAPCON OR TAPCON WITH ADVANCED PLATEEKSrNG WOOD HEACM. HL 1/4*0 (SEE SCHEDULE ON SHEET 15) hl Min.THREADFORM TECHNOLOGY W1 I TAPCO ADVANCED 1-SEE SHEET'4 FOR TYPICAL WALL THREAT NON PENIITRATIDN THREADED ZINTO PLYWOOD r 1/2 D.R. SHUTIER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) DUSTING LOW ZOX4 M W/ mi.PENETmimN OF 2-moummc sm=Ns CAN ELI: 6. PMLYWOOI) 2 STUDS a 1 D.C.MAX THR"AREA INTO PLYWOOD COMBINED IN ANY WAY TUE[E 1/2.UN.Cox PLYWOOD 6mv. REWD.PLYWOOD To BE WALL FIN (SEE SCHEDULE ON SHIEF 15) SUIT ANY INSIALLATION- FIV WALL SILL INSTAL TA NG UN.2-.4*STUDS 0 16'D.C.WJL RECrO. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACRWTO STUDS IN ACCORDANCE ACCORDANCE WIV @ HV WALL SILL INSTALLATION WITH SECTION 2308 OF THE F.R.C. SEunON 2=1 OF THE SEE OFOF BY WALL SILL F.ec. SHEErg FLORIM BUILDING CODE(Ron High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY,INC. BERTHA TM 'All .......... I v I�tll Accordion Shutter System KV.BIAX#1 W/M 405 AnSASAIIIII OR H.V.WINDOW BLADE OOP 404M S TILLFT TESTING ENGINEERING COMPANY American Shutter Systems LEV.PA aAT9 I :w tow mw.]Po,,sl, 001, Assoclatlon, Inc. OLD 11-192 st.s DAT@ 4/13 15 s.vmm wDEm.nmm 33iv EEL! 5 IA 4268 Westroods Drive 2 DRAWING No —.11 tilt—ow— 3 It U' West Palm Beach, FL 33407 — 15-085 tt) YLALTM A.ITUIT Jr.P.E. 4 —RCA U..0"167 5 SHEET tF 16 0F 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & a HV® BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH Hy SUD ONLY S ED O 105 0 DESIGN PRESSURE TIG S SHE 19 FOR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADEQ)& 1A WORKING IN UNISON 1 4'4 TAPCON DRO 2'MIN. APCaN WITH ADVANCED 449'(69n.)as. • THREADFORM TECHNOLOGY Ram BEAN REQUIRED. EDGE(IF APPLICABLE) 1 1/2'Min.PENETRATION 1/4'F2ADEQUACY- 0x3/4'S.S. OP THREADED AREA TO 1• P1Dt185 RRUss HEAD oFDOS NSTRUCIVSG WOOD DEM DOS'IRNG WOOD HEADER. M6� MACHINE SCREWS TD Bf CPR11Flm E1GS71NG WOOD ti' \(SEE SCHEDULE ON SHEET 15) REgSIETOD EriCl D R OR TRUSSES OR W/1/4'-2a NUNS ARQiRELR PRIOR 7D 19 O 12'D.C. SHUTTER INSTALLATION. 1/2" 1/2' Q�CT�REaO111Rm 1 1/40 TAPCON OR Rt I EDSTDRG SOFFIT • TAPCON WITH ADVANCED .257' THREA13FORM TECHNOLOGY 3/4'Mm.THIO Maz. W 1 1/2'Mi,.PENETRATION S I OFTHREADED AREA To a 14x]/4" 'x441/9'CONT.ALUM.LUBE �--OPFIOWLL ENISTING WOOD HIZAD R. N•`•'• ((((}3soaS-T9 ALLOTS w/ ,(,c�iil•� (SEE sCHEDLRE am SHEET Is) 1 Or©Of O.C.i 1 or Q or I© 1)05d,6RAF1Q OR 1R155.ro LOCATE LAG SCREWS AT I mowIDTH OF ExsDNG WOOD ;EXISTING MIN 27x4' —10 I MEMBER.(2'Mire NOMINAL HEADER REWD OPEN HOLE AT EACH 1TIDI11 W 2"Nin EXGLASS // GLASS MIN-SEPAROTON 1D CIOs I STUD 7D ACCEPT PETIEIRATIDN OF THREADED 1 (SEE SCHEDULE ON SHEET 11) EE�s11L I 5/19'0 LAG SCREW RI AREA YAW FOR —'I AT COLO OF TUBE. II'U)jN/1{ INSTALLATIONS M 72pa1 1fl�viV<W r DQSITNG I 1/fl 4P/R11QN t. BM.AX..ASO'DESIGN W AND (S)HV WALL HEADER I STALLATION I sm a� ! ctwss io DOSS p� INSTALLATION Is ONLY VALID LL FOR RHE mNA D ®� 1&EE M FOR WOOD W/ ONLY SPECIFIC g,�ADis�1 O R NN SLIT 1O HR GRAVITY OF 0.50 AS DOUGLASFIC +tom-s[E sxFET 4 FTIR 7YNGL SDNr,ER nsmNmx I EXACESa)AO --OOR(V OR OR SOUTHERN PINE ND.2. AL M AW WAY 70 SAM�IRSTTALIATION. OT HV CEILI G INSTALLATION (Y)HV CEILING S TION I ro sowjjm 1 OR I MIN.SEPARATION To GNAW soeDuew V —(St2 SCHEDULE ON SHEET 11 scsNNG 11 ITiI N7AOE®AFtI SEPARATION I I 1 EOSIING 1 Doss I aMR D" (SLE SHEET SCHEDULE) I 1 ON SFLEE7'11) 1 I A�NCN,�OR I I 1 WALL I LOCATON E%NG I I FlNIS11 I I 1�4-J ©t 7 1 s 10N 010x3/4•HDC °155"-1 I 2'z8'MIN.WOOL >r. Mac WASHER HEAD TEX I DECK REQUIRED SCREWS O 1o.a —®OR 2'x9'MIN.W00 2' (NO FINISHDECK RWUIRm(N0 ALLOWED) FINISH ALLOWED) E _ 19 EDGE OF DECK 2' . OF LOGE.OF DECK IF APPLICABLE DECK ff ff APPUTJJ3LE 1/4.0-20zJ/4'S.S. APPLICABLE !�- id�' 1/4'o TAPI`AN OR 1• HIWPs TRUSS HEAD 2x4.•CONT. TAPCON WITH ADVANCED 1�' INE SCREWS 1/4'4 TAPCON OR TAPCON LYRH ADVANCE SBL PLATE15i, TNRFJ(DroRN TECHNOLOGY W/1/4'-20 NUTS 1/4Y 7APCON OR TAPCON WRH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/1 1/2'Min. NLN. REO,D. W/1 1/2' ..PENETRATION O 12'O.C. TECHNOLOGY W/1 1/2'Min.PENETIMON OF THREADED •MIK PENETRATION OF THREADED 1 OF THREADED AREA TO AREA TO E)OSITNG WOOD HEADER.(SEE DUSTING WOOD HEADER. AREA TO EDSDNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE 5°o-IOULE ON SHEET 15) ♦SEE LDFRAlIONS OF SE FDR (S HV WALK—OVER INSTALLATION QV HV 'WALL SILL INSTALLATION SAND Io ON SHEET 19 ®FRY FLOOR INSTALLATION FLORIDA BUILDING CODE Son High Velocity Hurricane Zone ��o•`�Q���p..:.r�lli'''�., 0 lois EASTERN METAL SUPPLY,INC. � BERTHTN ® Accordion Shutter System C® ..a © ®.._ KV.MADE#1 W/OR W/0 KV..WNDOW RADE ,[�11d`,•'*� TILLIT TESTING k ENGINEERING COMPANY American Shutter Sydeme DIMCA IIOM DATE DRANK er: ML L�1:;• AIEaF :�` amKN.ply 337,VMIA CARDONy.Ftiorea 331 AssOGlatlon. Inc. t OLD 11—Isz 4 L]/1s DATe 3/13 Is P1wm:(35)371-1530.Fax:(305)871-1531 4269 Westroads Drive x '%FS+'•..,, ,,.•''��1`�.� a-moD:6tLAxooaolswn West Palm Beach, FL 33407 a DRAWING No asNAL ENG.�``� WALTEL A.TILLITT Jr.P.E. 4 15-085 P.E. S AAA n SA AYURE/DATE nJQfWA U.0 44187 s SHEET D 77 OF 20 I� I END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS Ill 1m00 Fun xw UK 10M %qDr.6-I1Im04. rYr DK nA, " 1/9Im/4�I¢WIVn�aIII`I \ % FVM DMIC a ss m,/r tml h st Ew. Exam ole �a9sm+a a lss y/ ` ,xirma olw� � - - -1 � _ �l nrow�Reac mMa IKwnoao. V,c.T' • It�ocm _ �c�a s�ffr �, P awn EeA m am0)d® tea ISR Ohm. 0'.* 7x-,/ OI�l9FM ru91. u, OocRe , nmw-s) 54GR StE 9lcawum To IRA= f� o-�•®- ®- ©•o•©.o'!V•®. eO.©j,_.p.�.�.®.. l'Y•®-'U"l�©•©- -�•,Wj,�Vj,_'Q�'®- ®•!®i._•/®,�•®11•p• END CONNECfl DETAIL 0-0 0-00 END CONNECTION DETAIL Q9 END CONNECTION DETAIL 91!__ ® END CONNECTION DETAIL �,� .Ef'aDrta oIr RYI sT✓.tto cmnmt txw t7-0• R1P mn.Imo AD /•-.Ducv1 Moms 1/4ti TMcon MGI Im,/y SLS SRA9 RE ,I/11/2'n•t p/,,/r ua �le QC -E1mlDID GWS- RJ2DWO1 IY O.G ppGR,ITdN•Ir OL r�� 1 SEE L1M ATIONS OF USE fDR m aND: Ia,I BLADE �lala wn� 4 4 I/ ON SV�ET 19 snmEe a veEr 5 IUB®e® ----- asm --- ItLsma • 5 IMS (DOR • 4 'F 6 oROoR�oR Q� ��O•©'0.0.0. wu.r9a9i rx-rua noon tuu +C4-Q•©'®°Q�•®- ©°ft@oR 1®oR 1� VIEW Y Q9-C�-®•(4"'©•®- s,uD9 RmTa s ®- -®•Qi- REAM QUAIL END CONNECTION DETAIL© END CONNECTION DETAIL 12 FLORDA BUILDING CODE Hon High Velocity Hurricane Zone II UFPLY,IW- . ®zBERTHA5 .. HVTM Accor(fion Shutter System TILLIr TESTING #ENGINEERING COMPANY American Shutter 5161n! ,R pFxRlpRa�1 DATE oRAMM eY: YL 7ATEnF *' Association. Ina 1 OLD 11-19z 4 u/1s wm a/1a 1s W59 Kw.3DM.st.5,a 3De.vmm DM wM,tDRM 33 'I 1 Phot1.:OW)M'1-1530.FDY:(305)871-1931 4268 Westraads IDrive x DRAWING No -.a;Inln9.Oodimn West Palm Beach. FL 33407 3 15-085 5 SHEET P.E.'3GA RE DATE 3 18 OF 20 �AyD �AApll � IP EFR�AC ®•® Y Y (iD UNISON WPIH FIV WINDOW BEADS DY YY 1.WIX.A.&0.DESIGN PRESSURE RATING+110.-110 par. 2.WAY 9NnER SPANI BB' 5 ALLOWED UOUNn?M A,D.0&R ON SHEETS 6.7;AS WELL,AS Y YOUMII N+'S M.0.%U&W ON SHEETS IS h 17. Cl]QERWTE4 2n]�)(BOTH W/ OR(!�ARE NLORED Y1m1'2�i OyOa n 't:/ F�J ARRMjf�tD M A SYYMk7I�At.OR IAYOUf.IN.fA'F OF OppdyHG L7VY0llr pTS7E.YUSf BE UcU;oEe OIJLY AT OaMoR ACCESS SIDE OF 16 v cF7TrERMA TYP.PA END IS.W FTY WINDOW BLADE1 91M1.013Y ALLOW A{fAY1LNDY OF 5 OPENINGS (3Y HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SKEET a. MAX.S WINW'I9 (�Wk L2bIRANCE NOP OR BOTTOM EDGE OF W WINDOW MADE © ALLOWED AT EN 9f • • A Di ANY 3.0 FIOtE FTDR�SWd1 BE 12'. WINDOW ELME® • (C)FL ST OR I/}Q BLARE CdY07O OUF FTtOM STARIEiS AT ENDS IMY BE EN 111FNDOW BLADE 1Vi 1 y • • • • (D)EN WIE M BLADE IQMUSr BE USED ALTERNATE 10 A SOLID HV BLADE 1Q �} 'THROUGHOUT SHUDER'S WTOTK Y • . 'p (k)GE�%NTFS sEW1 ALWAYS DE MMULFD MIACENT TO A SOLID W BIADE t AT FREER SmE OF TMA.. SEE END y�� (F,Pouwa011ATE w YRYDOW @ SEW.BE INSTALLED,SO 7gq TMS FACE YR THE RIIERIOR OF THE OPEINC SEEING PROIEDIED.EN WINDOW W MUST BE DETAILS ON SHEETS • $ • ONLY MSTALIFD MLD LOCI(ED(USING A FN SETTING IOTA PROVIDED BY ASSA. 10 h 10 TP. 8 UNG FALL HEIGHT. F( B.SEE ANCHOR SPACING SCHEDULE FOR DNSTAILAROHS INTO WOOD FRAME 3 P 1P 19 BUILDINGS ON SHEET I5.AS LIMITED TTY SPAN me DESIGN LOAD(SFE HIM T&z ABOF&I Gc�~ 7.SFE ANCHOR SPACING SCHEDULE FOR INSfM.LARONS INTO POURED CONCRETE OR CONCRETE BLDCX WALL ON SHEETS 12 3 1J AS LUMED BY SPAN AND DESIGN LOAD(SEE NOTES 1 3 2 ABME). (y�EOP RaFGR 8 LINUUM SEPARATION TO GLASS SCHEDULE,PER ASIM E-19911: D H hP Noa,f RECIUIRENFNT'y+ Ay m®m© lJl WLND ZaNE LUMWY 4PARAl10N 7D QAS.i IOIm W7 17HRU 3 1 UtiAT10N UK WAWQ1ON TO CLASS FJ05IIN0 Gl/SS SN INIS ONFORSHEET=t;gl) a 875' �� AND ON— SHW--FOR mh 5 1 ----- CEMMMA31ES 6665fir'('i(QQEIQ(OR OHM TTP. 1 \ 4 Al11 (SEE NOTE 4 A90VE1 ® P• W/z OR ANTE''�E!® w/o ( Nor.a AewE) TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* SHUTTER* ���---- N.T.S. FLORIDA BUILDING CODE(Don High Velocity Hurricane Zone ```AAYpA1L�1H11�1UUy,/pAA ®2o1s TJSrm L(ETAL SUPPLY.INC. BERTHA H /liLTom.EAccordion Shutter System CO INC. nSwS, m KV.BLADE&1 W/DR W/0 KV.WNDOW RUDE *; s American Shutter Systems tlNS7HiPRIN DATE aaIWN ITr. M.L TIWT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 4 HJ/15 Ove 4/13/15 -a t STA'm n. -• 1:116 as nn..sl..sa am.v.maA,l cwmoo.EamA mI r .�� Phan•:(JOS)871-15]0.F..:(305)071-1571 4268 Westroods Drive 2 0'•. '�• a-m.R:h'Itacaeoateom DRAWING No �0A10P:'�. M-OOD6710 West Palm Beach, FL 33407 s , —D85 1P.EFss .......NG\E/DAiE W�mn U.%"lei e s SHEET O O INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 1 1/2-s 653 THICK. :y;vkn"'r�,.y 2.00q'Maa. G-6ASIM A-ss3 CRAOE 40 u •'t" +36 INTO METAL STUD WALLS um G 6o GKv.soh z:.! a :Ic p© . METAL STLVS Ar 18'O.C. : �i' -- o ac. 41 4r oP' ®1/$q NOMINAL W u �� C O ALUMINUM SLEEVE 1 s 41 a 1/45 a0a+•TxK,1 Nhn �a m 1 !Z Egg BERTHA(1)HV BLAD ACCORDION 6063-T5 ALLAY �v TRAa1 O.C. o e•0.c n • x SYfEM INSTAL LAION TO METAL STUD WAI i S ASTM A-03 WADE 4o un.coo SEPARATION TO GLASS SCHEDULE ry NWL ' �))I'S 1aED� ON �ry T I 1 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) WERIOR FACE2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I ASTM E-1998 SEPARATION ©1Er(cTa+ 1• EXISTING MW.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE scEEnUtE) N 4. ONLY ENTERMATE 21 W/(Y)W LOCK ARE ALLOWED 1 THRU 3 1• ® 1/4 PENETRATE X E BOLT ') W AIH 21 ARRANGED A SYLIMETRICAL. LAYOUT. MUSE PENETRATE 3c 1" USE P(2) 3 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3/41 6 1/4'.OJ=',HICK 19n. VGWING ASK 1 ,� INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373• _ As°iu rArvssi cR°A0E 4oMR,,c-so AS AvpuuBtE I I I I.. CENTERMATE. L_ �M GKYAN EED FASTENED TO STUDS •/(z)/e.,/2•me Sams ON 438 �3a T— o R k,EME%Oq FACE %a 6.O.a a 8'O.0 ry 1/4-0-20 THREADS BLADE SLACK I 0EIAIL HW IS ALSO VAUD FOR, RO 1PO 2 **CENTERMATE 21APPLICATION WITH BLADEa) PRODUCTS FAIR—LDK U DON ' 436 a5 1 1/25 0.035•TMC1( ' J'taiSE .` ® 8 O.C. ASM A-00 GRADE 40 ,,, .. COMPONENTS W.G-60 Gau sna ,• METAL SNOS AT le'ac. WALL HEADER/SILL INSTALLATION txLsnNG FINISH AS APPLICABLE SCAM.3/8•- 1• VA (np-TOP A BOTTOM) _-- — — _.-------- -- 13/4'a 61/450.035'THICK Min. NE GPLV.STEEL TRACK CHANNEL, E LSIflG GLASS - _ - - ASM A-633 GRADE 40 Min.G-60 .... ...........:.. .. ... �D FAsraLm sums GALVAH TD �' w z sc11EY1s SYMMETf2YCAL SYMMETR1fCAL ., - �iN'!S�iJraiiori:�ynwES=• ' , D E3RQDOR FACE 43d 436 43c; > I R° ). 'CENTERMATES W/: {'` 'CENTERMATES W/•' z' I ,. - , '(SEE SCHFDUI,� 1y „ •, , :I 4 F :, EXTERIOR ACCESS SIDE., ;?INTERIOR ACCESS SIDE _ ---6--- IN 3 (6•Min.) IN 4 24 — --- a _ 12 Y 121 - 21 21 + 21 1 LOCA DAT(T/� HV WADER/ST ENDS i 4 12 3 (6`Min-) 24 SIDE CONNECTION TO TRACK 3 1/4•(Typ.) 1/z•(TYP. 7- Y 6 1/2'MAL MACK * (Cont) BLADE SLACK DETAIL HVF VHS FLORIDA BUILDING CODE on High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA VT, 011111, Accordion Shutter System �y�ddy' T a �C O m e. A1111110ASAIIIII KV.0"#1 W/OR wN H.V.WMW BLADE *= TINT TESTING & ENGINEERING COMPANY American Shutter Systems DFSC�P90N DAN DRATm ey; M.L ADss H.W.sam. SA VR OM CK+O4 FLOFM 331 AesOOIOfIOnA Inc. 1 OLD ii-192 4 13/15 1aTe 4/13/15 Phmro;(3w)971-1530.1-:(305)871-1531 4268 Westroads Drive 2 DRAWING No i�i<`•• ACORIDP:'C1��� o-m®MacaaarOO°L— West Palm Beach, FL 33407 3 FS `G�a��` WALTER TM1AF Jr.RE 4 15-085 S/...,.,.••� A FLORIDA U.L 44197 9 P.E. TtJRE/DATE SHEET e 20 OF 20