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HomeMy WebLinkAboutProduct Approval 5/21/13 Florida Building Code Online 3 Ronda Department SCIS Home Log In j User Registration Hot Topics 1 Submit Surcharge Stats&Facts [ Publications 1 FBC Staff ' BCIS Site Map Links Search i Businessl PrOfessibrrala, "ff product Approval USER:Public User Regulation Product AbDmval Menu>Product or Aoollcation Search>Aoolicatlon List>Application Detail 1 w� Irk FL# FL389 RS W Application Type Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Add ress/Phone/Email Quality Assurance Representative Add ress/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rZ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.:Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Wo Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwa 11-192.0f Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM'E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 wvvw.toridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFON1QQc%3d 1/2 5/21/13 Florida Building Code Online Ud LC Vd11UdLeU 1L/G1/GU11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 Extruded aluminum interlocking blades retained by tracks(top and (Nan-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwD 11-190 ASSA.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D". Max span is 13'-0"for 40 p.s.f. FL389 R5 AE Droduct evaluation drwo 11-190.Ddf ASD negative load the HV3 blade w/o window blade, T-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS II ASSA drwa 11-192.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA Prod LIC tevaluationreoortdrwo11192,odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configurationfor the HV1 blade,W-0"for+64,-72 p.s.f. load for HV blade for Keystone mountings 7-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA D 11-194.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation reoort drwa 11-194 Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 and Created by Independent Third Party:Yes 28 respectively flack Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send S: mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts: ® eChegt M �CCUf11Vlt 1'rKtt: www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgvYYHH2vJv.<53MwsXdCOtOX3bENFONlQQcg/o3d 212 GENERAL NOTES: 1,BERTHA KY.ACCORDION SHUTTER SYSTEM S,HOYIN ON THIS PRODUCT EVALUATION DOCUUEIIT(P,E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOROk.CE W1TH THE 2010 EDITfON.CF THE FLOMDA :BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. OE91GN WIND LOADS SHALL'DE O£TE IMSNED AS.FER SECTION 1620 OF THE AROVE MENTIONED..CODE.FOR A BASIC WIND SPEED RECUIRED BY THE JUR;SDICTiON WHERE SHUTTER WILL TABLE Of CONTENTS; BE INSTALLED WITH A 0:11 TONALRY FACTOR K6�0.85,USbNO ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) . DESGN PM=RE'RATWGS INDICATED ON SHEETS 11, 12. 13,14, 15.19&.20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESGN WIND,LOADS DETEPJJWEO PER ASCE 7-10 SHALL 9£FIRST REDUCED TO A.S.D.OESIGN WINO U1U)S AREA 1: HV AL ADES O& BY MULTIPLYING THEM BY 0.5 W ORDETO COMPARE THESE W/MAT:.(ASA)D-SIGN PRESSURE RATINGS INDICATED ON SHEETS 1T.12.13. 14, 15. 19&20. 'GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO.,AS TESTED,WERE NOT OVER STRESSED,A 33 Y INCREASE IN A.LOWABLE STRESS FOPI WIND LOADS WAS im USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. 'SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V,ACCORDION SHUTTER SYSTEM'S AOEOUJCY FOR WIND AND LARGE 14SSILE IIJPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPIC SHUTTER ASSEMBLY 3E-44 SHEET 4 ,ATL-REPORT6 . TYPICAL.WINDOW BLADE&Wtt7OOW DETAIL -HV BLADE to #0214,01-03,#0715.01-03,#1004.01-05,01214.01-05,10317.02-05;#0605,01-10)IND 10210.01-11 AS PER TAS-20Y,TAS-2D2 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA:y• HV BLADE C in MV VINDOW BLADE��PA .AND E-1596 STAND9MS tWSSILE LEVEL.D.-IND ZONES 1.2&3)&01?20,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. _ ,WHERE APPLICABLE) -HV WINDOW(RADE�+ 80503.01-06 AS PER ASTLi£-1$66 AND E-1998"(MCS�:E LEVE.D,VN,LND 20&c5 i,2,3)BASIC PROTECTION OfLY-AND.§0725.01-66 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEETS INSTALLATION DETAILS A-P.CONCRETE/BLOCK SHEET 6 Z HV 8LAD-- AND MA WINDOW BLADE ID ARE,EN.-NEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL WIRAT,CNS AND CONDRICNS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/.LOCK SHEET 7 3.BETRMA N.V.ACCORDION,PINS(HV SCREWS).USED AT.13WES KNUCKLE AND FOR DIRECT 11OUNT CONNECTION TO TRACKS SHALL BE}''1412.75'.AND$14.1.75'RESPECTIVELY,410-HT U14141.14SERIES CENTERMATE DETAILS NN SHEET B STAINLESS STEEL'SCREWS WITH 135.0 ICT YIELD STRER M AND 180 k3I TE4SiLE'STRETGTH.PINS SHALL BE COATED WITH BERTHA KV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS 11V SHEET 9 CCATING APPLICATORS,REGISTEM WITH A MERIOAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV.MARKING ON THEIR HEAD. 4,ALL ALUMINUM EKTRUSION'S SNAIL BE ALUM,INUN'.ASSOCIATION ALLOY AND TEMPER AS INDICATED ON'SHEETS 2 AND 3.MINWUM YIELD STRENGTH FOR 6063-1u ALLOY is 90.0,keLAND 35.7 hsi FOR END CONNECTION DETAILS 1=&,CONCRETE/aLOCK SHEET 10 6005-T5 ALLOY, - XNCH R SPATS TABLES 'SHEET.11 . .AN,^NDR SCHEDULE-CONCRETE Ft BLIX:Y.� 'SHEET 12 5.ALL.SCREWS TO BE STAINLESS.STEEL 309 OR 31E ANSI SERIES OR CORROGON RESISTANT CCATED.CARBON STEEL AS PER DUE.5GOtS WTH 50 k.I ION.YIELD STRENGTH AND SO k41 NLN.TENSILE STRENGTH. A,%CHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING COOS SEC:7CN 2411.3,3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS M BE ASTM A-307 CALVAA',2ED STEEL.OR,AID 304,OR 316 SERIES STNNLESS 511' NTH 35 k41 UNIMU14 YIELD STRENGTH: ANCHOR SCHEDULE-WOOD SHEET 15 7,SEE THE FCLLOYANG SHEETS.FOR ANCHOR SPECIFICATIONS:TN BLADE Q: 1213.14,15 AND 20 LYSTAFGTION DETAILS M-R,WOOD SKEET 16 HV BLADE(DA-Q ,WORKING W ON'SON:.12. 13&t5- INSTALLATION DETAILS S-X,WOOD SHEET 17 ENO'CO_NNECTIDN DETAILS 7-12-'&X,WOOD SHEET I9 B.THIS BERTHA H.Y.ACCOROX)N SHUTTER SYSTIDM BEARS'A U.S.PATENT$0779,582;COMPONENTS OF Tt{6S APPROVAL ARE COVERED,IN.WHOLE OR IN PART BY U.S--PATENT#V458:179.ISSUED TD EASTERN METAL SUPPLY,INC. 9;ILSHALL BE-THE RE5PONS:STLOF THE-CONTRACTOR TO VERITY 711E.-SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE-ATTACHED TO'I,NSURE.PROPER ANCHORAGE.CONTRACTOR TD.SEAL/CAULK. -AREA $: H1?VIND¢tY-BLADE. � ONLY, ALL SHUTTER COUPONENT WCES 1V044H REMAIN.:TH-RU FASTENWG IN CONnNLOUS CONTACT WITH THE BUMMING 70 PR6L01T VVD/RAIN INTRUSION, TYPICAL SRUTTA ELEVATION SHEET 19 10.EACH UNIT(JUST aE R'PERlI LABEL IN A VISIBLE PLACE M, WARS`:ING NOTE:DURING PSI=OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OniERS,MUST PROPERLY CLOSE ALL HV ANO HD CENTERwSES AND-ENGAGE OR LOCK ALL HV AND HD LOCKS. - AREA 4, HV WINDOW BLADE in ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL DE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE%qH SECTION 17%5.8.3 OF FLORIDA OUILCING CODE ONE LABS SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR Eti`ERY OPENING,LABELING TO COMPLY WITH SECTION 1715.8.2 Of THE FLCIBDA BULLDINO CODE,, 12.,BERTHA H.V,ACCORO'.ON SHUTTER SYSTEM'S i?sIAL.A=i SHALL COMPLY YRTH SPECS INDICATED IN THIS L'.RAY040 PLUS ANY BUILDING AND ZONING REGULATIONS PROVtOtl)BY THE J RISO,'CTION VMERE PERMIT IS APPLIED TC. 13.(c)THIS P.E.O.PREPARED Si.THIS ENGINEER IS GENERIC AND COR NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Lo.WH-ERE THE SITE CON=Ng CEVWTE FROM THE PCE-D.. (A)CONTRACTCR TO BE RESPiONSIBLE FOR THE SELECTION,PURCHASE AND iUWALLAMON INCLUDING LrSAFETY OF T10S PRCCUCT,BASED ON TMS RED-PROED HE/SHE DOES NOT DEYATE FROM THE CONDITIONS DETAILED ON THIS OOCUMEN:T.CONSTRUG10N r SAFETY AT SE IS THE CONTRACTORS RES ON9&UTY. � O.I ' (c) THIS P.E.O.WILL BE CONS:I)SED INWUD tF ALTEREO 6Y ANY(.WEANS. (d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGSTERED ENGINEER OR ARCHITECT}YNdH WALL BECOME THE ENGINEER OF RECORO(EOR.)FOR THE PROJECT AND WHO V.^.LL BE PafN51BLE FOR THE,PROPEL USS OF THE PZ0.ENGINEER OF RECORD,A-1W1 AS AOELECATED ENGINEER TO THE P,fi-D.U41NESR SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAYINGS FOR RENEW. (e)THIS A.E.O.SHA14 BEAR'THE..DATE 943 CRIGNAL.SEAL AND SIGNATURE OF THE PROFESSiGNAL WCNEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High V61ocity 8urricone Zone tl ,tV/R A,T d 2011 EASTERN METAL SUPPLY,INC. BERTHA RVTm �ice �9 A S A Accordion Shutter System �i 1L E C o rt�c. ■ ■ ■ ■ No=¢ 7 American Shutter Systems v.I Ef two cH wjo IC �DPAWNW t.'N OES:RI➢(IDN DAT£ DRAwN 0Y: A.G.AA. TILLLT TESTING 4 ENGINEERING COMPANY AgspOintien, Inc. , DLJO 11-063 T1 /1,!SHEET . L112°YtT C 1 Sl".N.y.3£,n SL Sin.UCS.YFQldA G+AQ?fi,01OWM 33N45 �F Fez 1(3¢s)671-1531 4258 WesEro¢ds Or;Yo 2 '•;F( p , ' ,� .-I;01-4.d-. West Palm Beach, FL 33407 3 W NG No NUTEROA TURRj-E RE t-192 Tll��/DATE FLORIDA u./44167 a OF 20 J'4 fN WaDtr+'aK[ o VA��R���IE..S......... l.4 t' ei ��,, JS• a a� + 1 700' 99 4J 0.454' T va ( C 1 d.s'r a Q99 III (DHV 'SOLID BLADE 3L61� � , sS HV.904/189• STARTER COVERED UNDER US PATENT 8 5558174 OUAUFIED FOR USE w/ UALIFIED FOR USE W/ HV BLA -L14 Q MOUNT MN BLADE T 1Q HV WINDOW BLADE* 6005-75 AL.OY AND TrVPER OUALRED FOR 1JICE Vl/ hV 8063-.6 ALLOY AN. iENPER EE UMITAUONIZ a ADE ON SH^a 18 BLADE tZ`J ® 6063-T6 ALLOY A TA PER $� 6063-T6 ALlOY ANO 7E 3 p7" t.900' 2d� ...�.__I O ' .67a- 072 I •L 07 8 LBS: 2.052' -osJ7 -`— I salt 07 HV ADJ. ADAPTER W/LIP 8 4.4]a° 12.. � �S •5 OUALFIED FOR USE WJ HV g�HV 1N LK—OVER TRACK 929 �- 6�NV ADJ, FLOOR TRACK BLADE U OUALIFIEc FOR USE W/ HV `9 HV T[jFNCH"TRACK I L zss' ,J ec63-T6 ALLOY AND TEMPI G OUAUFiEO FOR u5E w/ Hv QUAUFIED.FOR USE Yl/HV 6053-i6 ALLOY TE c.R BLADE�ONLY, 10'' H RAINGUARD BLADE l�, I 6063-T6 ALLOY AUO TEMPER 'QUALIFIED FOR V E Yl/W 6063-i6 AL`e.QY ANO tEMPER � —11- _w36• BLADE 4 I' r3' of I I vtRls 1.936° 6063-T6 ALLOY TEMPER 1.917" � •' .I W ''" al n C93 .093 ) � m Z 060" 670-.3,52a..t 1666' > S,•5T5'°� 6701. 03,:2 --� � P {� 3.519 ate. 11 HV-CEILING HEADER f'�HV HFADERaiLL (131 Hp CEILING_HEADWSILL D LIFTED FOR USE W/HV BLADE 1 ONLY, OUAUFIED'FCR USE-WHV BLADE`1�ONLY (� 6063-T6 ALLOYAND TINPER_ QUALIFIED FOR USE W/HV BLADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUOITY' SEE SECTIONS FOR VALIDITY. OUAURED FOR USE %V/HV 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP£ BLADED ONLY. 6065-T6 ALLOY AND TEMPER CCNF•ON LINT h I D Tl T2 % Y t 2. i 2. 10.125` 2' 15`NAx. I JA' 1/6° I i 1 16 SIDE ANGLES — Q GQ�NER POSTS CUAUFIED FOR USE w/ HV ALUMINUM ANGLES s.. zs• T NA%. 0.190` 0.190` UALiFlED FDR USE w/ riv BLADE(�1 CUAURED FOR USE W/ W __�—� ; BLADE 1 - . 6063-T8 ALLOY AND TEMPER BLADE Cl)ONLY, OQ83-T6 ALLOY AND TEttPER 20 `�-Mme• 0.3]9" Q,t]t' 0063-T6 ALLOY AND TER1?"cR FLORIDA BUILDING CODE(Non High Veiaaty Hurricane Zone, ++I(Jp/!////// CI0'o 2011 (.STERN METAL SUPPLY,INC. tt%[,,,I A.71,z1/� ria �, Accordion Shutter System L E 7c-q 1NG. ■ ■ ■ ■ H.V.MADE#1 W/OR W10 KV.Yt1PWN BLADE ItlD:'A4'167 American Shut%r Systems N oEscarnos OAs6 'awwx r Ac. TILUT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLIO 11-C63 11JY "J Oars 11/29/Ti 6L`5 V.W. C.:i4.JW VSGrtkI S.t4L£"J+.fin5nA JJtlb Fo i(3c5)s71-1531 4265 Westroaas Drive 2 iDRAVIiNC No 9 •. to t` b--A!t«be4ol V`les, Palm Beach, FL 33407 s F�9RID� ®-OOc67,9 11-192 0f�, A1C It tvR.-.R �+,.P s c'r.EET 1p ,� QJ1fiv4, Re/DATE 6 2 OF 2 •/ 42' T/4'-2oJAY 1h'-= r02 w•T 2. • 57'7{5, 2293' MT NFAD rli'E h'D / Mot'": ��- EVL".L SS.M.S. t � { BxMEO PaNTEC C?T'P.1 � be OED P+W�lEOa. t :tl ' .C62 ' k m b n oL t `4 .316' t d,ij o LE '® HV CENTERMATE O { n i.- FlATE61(G�f fcM1c'✓c PSALEO} UALIRED FOR USE 1Y/HV ELADEQ&(aN HV FLOATING CENTER ATE �° ' 25 °a" HV LOCK ® HV EGRESS. LOCK 6063-76 ALLOY AND TEMPER' QU ED FOR USE Wf HV 6LADE(1)&t�ONLY °a? 1.023' 7• QUAUhEQ FOR USE W/ HV OUAUFIEO,FOR.USE W/ HV 6063-TS ALLOY AND TEMPER HV CORCENTERMATE BLADE.Udc.Q�ONLY, ONLY, 2.626' AL1P'.ED FOR USE 1V/HV BLAOE(.t}. O.D, ONLY -«t-.450' 6063-T6,ALLOY AND TEMPER .� 518' 1.758' .622'i � T6" ro 4.065' {� S^RE'i h. ].076' 1.753' .. { . }a 5� 160'AFTER R NG 'y ti 1/4"P-�--205x3/4" eEFDn RUErNc R 1 UI. i ` ' i2�kE5 946+AlU4tKUM(202-'J A16Y)IFRGE RA4C�2zr, %OOT Nu1MM,PMT i 0624 ASuMUFA,"TtMW 8YPIAN FtRONT ELLYATt'N1 $, " " O CK G+ j;Li 4$66• 0iU11W TE=;Uq.e�+R4PEN1'.nV�l:Wr VC54 4i E -LOCKER FOR "T" LOCK CENTERMATE OUAUFiED FOR USE W/ HV BLADE t ONLY �zy HV FEMALE "T" LOCK CENTERMATE HV "T" LOQK HV ALTERNATIVE LOCK 6063.-T6 ALLOY AND TEMPER. QUALIFlED FOR USE OUALIFIED�FOR L'SE Wf HV pUa!lFlED FOR USE IV/HV ECaOE�ONLY QUAUFlED6063-TB ALLaY nND TEµpfIONLY p/fHv^BfAOfiQt ONLY. GLAD ONLY. 6063-TS_'ALLOY.AND TEMPER ER- .--.1s 77 1.9.7• :.LSu�. � asst g 083' ,*. ( T� [ i �� 14.-I CVLJI CA t1Er csuNDE1R ^II - .545' 0.675+hr- IJ s. k•II h N 1 .123•Max. �?, was ' L J RODCi G � �� � °° 0/1 OUALT1 USE W/ HV BLA &QA} OU.' FOR USE W/HV 6 1 & �. ( X60{ 3-T6,ALLOY AND TEMPER 600-T6 ALLOY AND TEMPER � HD S *M"VA'R!"- 12'Mw- {UAIJFiED FGR USE•Vill HV SLADE 1}& AA`Etp'e-2a ss.-ex 3/n•e-t0 +.t 6063-T6 ALLOY NO TE1tPERA/4 TMi465+CR£bS. Rfz1r:tXTAs s) DORKEERO CYLNBR �� � ®•1OCKING RODL� "411,510 " - L 1/{'0 HR-LOCK QUAUFlEO FOR USE W/ HV BLApF_.{1 �. ( T HV ¢" $-2O AISI 304 S9'R.:OLNT f"DW:ARE I�GRT�SE LOdKS SERIES 2333 HCOX DOLT LOCK. 6063-T6 ALLOY AND TEMP€R il�j{�+ f "0-16 ACI:i'AL / �..I {JK INSTALLATION WILL REQUIRE A 7/16' H THUMBSCiZE�S '9ERIES' S.1 THUML SpiEWS DUALIFiE6 FOR USE W/HV BLADET& A� iSRILLED AT TRACKS FOR PROPER EMEE0 _�T OUAUFIED FOR USE W/HJ 8LADEQt QUALFlED FOR USE W/HV BtAJEtf} FLORIDA BUILDING COME(Non High Velocity Hurricane Zone 1 A.T/�l�'.. ®20111 EASTERN METAL SUPPLY.INC. BEF Z7177L Mco Nc l A=S.S'� . Accordion Shutter System ,A#o 4X67 KV EIAOE#1 W OR w/0 RV � NMN 9-60E r American Shutter Systems 71 IT TESTING& ENGINEERMG COMPANY '� .N. 0EW-atPnow BATE gain 9v: Ac. "O STA t11" �� 6'a3 ei..n=$L* ,zca,. .'tm'ntt(ity'LT,LNS,:.aRCA..sa)sa Association, Inc., t OLD 71-063 tsf24'i C+.YL. 11/2S 11 Q --- Pnc,e (nsys7t-i 30.Fa.:(3osa7t-tsls 4268 Westredds o:rnre 2 O F t e-naI WtexGo Lcam 'Vest PoIrn beach. FL 33407 s DPAIIING No to EO-COC6719 11-192 csf3+1...........flL ```y.�"tt WkTER A.TILLIT h.P.T. t P.E. 5 ,4,T1S`��/GATE FLORIDA uc 8 64167 a SHEET OF 20 SHUTTER ASSEM LY SCHEDULE FOR HV M HV Ir CE HV BLADES 41 TO ELVE @,j& HV BLADE 1A &ADE*S Y HV,LONG RECESSED NYLON BUSHING462 875ge HV SHORt'OECESSED NYLON BUSHING lo r ! dean HV NYLON HAT WASHER (D OR (D W WHEEL CARRAGE AISI :3G2-303 SERIES W x D.670'x3/16'THICK.NYON 0.188"0 AlSi 302 SERIES S.S. RIVETS HV 1 3/ "ACCORDION PIN W/-f8 HEAD ------� 3;7500* 4 MAX 's 3/1. EXTERIOR 1. ON TeAS @ HV 2 3/4'ACCORDION PIN W/ #8 HEAD T .75W POLYCARBONATE IMPACT RESISTANT W WiliDaW11' L HV wimnnw BLADE —LAPS WV WIkIf)—.A. Po A (DOR OOR POLYC6SRQNATE IMPA BAYER MAKROLON 3103 POLYCARBONATE NSW I,,*MR, CE RESINS, UV-STABILIZED GRADE OR SABIC MUIREMENM AL--EMIOR BLADE KNUCKLE EOR I I To awf S Al INNOVATIVE PLASTIC-LEXAN, 103 RESIN (SEE NOTE "F'ON SHEET-19). (D OR (I) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR PC I si"O BOTTOM KNUCKLES OF HV ACCORDION SYSTEM IV/ HV(DOR PGLYCARSONATE EXTERIOR rope HV (9 BLADE �'TIQAL SH ASSEMBLY HY PIN R -i= AT (2) HV PIN @ MAY BE USED IN UEU OF a AND ONLY AT @ OE ",ORmet EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Vj/ HV( KNVC9U,-\ D BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, CAM" lit' (SEE NOtE"FOR ASW 0722 ozij Wf., *�al wat TIN= Z=K- =u nm 9.w A� IAN (3) HIV PIN @ OR V// 1/2' O,D; 1/16' THICK S.S. WASHER "I Q.!0* pa. 1W.4OX0 0=01.il SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SSHEET03-1«00 MM AM 02% tit Fr-bv,, 11 Fr-)rA %wa"Wwy .AS34 00543 .7.2 1 Ks 2 WAX WHEEL,CARR!LgE REA!� 6~0 C1 HV BLADE SOLID $C � NV WINDQW BLADE DETAILS 1TRsr, f�AD 5bt p..i, ..jk FLORIDA IIflD11vG CUDE(11en Nigh Velocity -_no Zone' INC. S Accordion Shutter ystem -�CO AwSmSmAz RV, MADE J1 W/OR W/0 KV.WNDON SLAM 0.4 167 American Shutter systems Inx-1, D=RS DATE- Dr X& TILLIT TESTINd & ENGINEERING COMPANY AASSOCICA10n, Inc. I % STATEOF N 35" S�.s:.-,05,wowA CM00"t RMU casae OLD 11-063 4268 Westroads Drive 'o x-, (301871-1W) 2 -DpWWRO No X".. 'Nest Palm Beach, FL 33407 3 WALTM A.mut 4 11-192 DA Lji,.1 4-W 8 SH E4 FLORIDA 41 4 OF 20 CKS Y ,•,f,nth.' ONE kv LOCK.�j ai f3 SHALL BE USED AT 1/2 Qr"StIUTTER SPAN F0O'T,A.Y-TOaN 4R 12`AHOUE DR.S" �,[2 OF SkUTTER-SPF.N FOR SPANS UP TO 1094,AND FOR INSTAL! NSA,ANY !! ELEVARON, HV LOCK`^ cF C 9 MAY BE USED AS�AN.INSIDE OR OUTSIDE LOCK,ATTACHED TO 'DFS 1 A i 11 1 1 1 1 1 CENTERMATES W%(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED,dN CAL SHUTTER EiflIATiON, Oa®a ( 5 _ 2. R PEAfORMAN EE UP.TO TWO HV ©+r LOCKS 9j , OR" UAY BE USED AS AN INS,Dc , COCK:CONNECTION OF LOCKS TO CENTERMAI£S�1 LOCATION OF L BE u INDICATED ON NOTE 1 aN 1CIJ.SHU 1. " �'fl Q2,5 ll_oM W/7VRf FIV,"L_t1�1:LOCKING RODS ARE NOT REQUtRED AT URRICRN£'POSITION;'RUT MAY 5 ,mar Ol?q�P "'w BE USED IF DESIRED TO-ENHA.tCE SHUTTER PERF MANCE, LOCKENG RODS�OR AN ALTERNAi,Yt DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION): >Q SHALL BE USED a :711 AND INSTAUATIONS AT ANY ELEVATION,HV LOCK Qj 0r. ,1AI.L USED AS ANOUTSIDE OR INSIDE LOCK, _ II ATTACHED TO 0 CORNER CENTERdATE W/(2) 1/40-20 x 1/2"LONG FLAT.HEAD.SS,M.S:TY:O LOCKING ROOS(t�^ AT TOP h BOTTOM SRkL BE USED.LOCATION OF LOCK SHALL BE AS'NDCATED ON TYPICAL SHUTTER.ELEVATION. MAImUM SHUTTER SPAN SHALL BE DETERMINED_AS PER SCHEDULES SH111114 ON"SHEET 12, g' gW . s. " 3 L1?7 ONE ALTERNATE HV LOCK..q�p MAY 8E U"`D 114 LIEUOFHV'LdCK R�yy ct FOR ANY SPAN AND t L45TAIIAT10N5 AL AT ANY ELEVATION.ALSERNATE.LCCK NAY'BE UScO ASA4`1N5!., OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4*S.S.THUMBSCREW TO 0 CA gp cv,7ERMATis SN.ALL BE MADE W/ 1/4b-20x3/?'ALUM. RNhUT AS SHOWN ON SECTION FIVE SHEET S. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6:'jjANGATDRY CONOIT,ON G.-rm K6YSTONf MOUNnm jusmi AT10NS: ONE MVLOCK 0.0r SHALL DE 1 USED AT 1/2 OF SHUTTER SPAN FOP:ANY.SPAN OR,12'ABOVE OR'.B30W, 1/2-OF SHUTTER SPAN FOWSPANS UP I 1 I 1 i I o SO',AND FOR INSTALLATIONS.AT ANY ELEVATION,HV LOCK 0 or f4'-"or 0 NAY BE USED AS AN INSIDE OR „UTSDE LOCK,ATTACHED TO 0 or 0"SYMMETRICAL CENTERMATES W/(2)-1/4'-20-x 1/2'LONG FLAT HEAD S.S. SEE END [[ i( } I 4.S.LOCATION OF LOCK S'iiALL BE AS INDICATED.ON.:TYPICAL.SHUTTER ELEVATION,USE OF LJ30GNO ROOS es W/ . CO+�NcCT,ON } ...OR CJ TOP AND BOTTOM.i5 COMPLETELY MANDATdRY.. -TARS ON 0 f E N 1 K 4 1 P c x Y x 9 i SHEETS 10 @ IST•FULL " •NOTES ON NV "T" LOCKS AND CENTERMATES: OF CORNER W.- CENTERMATE , c O �•Q + w '�,•ONE ALTERNATE FPI'T'LOCK QQ��MAY DE INSjjsL.EI T UEU CF HV NICKS r�OR FOR ANY.SPAN AND c as max 6 08 -@ ISSTALIATION AT ANY ELEVATION.PLTERNATE LOCK Ct►NAY BE USED AS.Ni M510£OR OU 510E LOCK.ATTACHMENT CF LOCK(1 INCLUDES LS,NG REINFORCING LACK• a.AS SHOWN O!SECTION HNO,SHEET S,WHICH MUST B_ 1 fl• 5 EAi�s` '-"L is a. CONNECTED TO CENTERMATES @ AND Ig,W/ 1/4'fl-2O x I 1/2'LONG S,S.THREADED BOLT V1/7/6`0 x 3/32' Y NGNUT OR W/ 1/4`0 2fit"S,S.M.S.INTO A 1/4'09 9/8'RNNUT.LOCK.MAY HE INSTALLED AT MMSPAN OR 12" (g)-07 •e a&�*0•@- t"V.UM ABOVE AND BELOW..VICS'PAN.USE OF RAO:LACKING R03S- TOP AND BOTO`A IS MANDATORY, ' s •�elr�9• �T •�,a�. MOTES f�! EQ�G.QIE 7. ID Lo K'�•�IFC CENTERYATES '9 TIM,, :d E ALTERNATE HO LOCK(9 LAYBE USED IN UEU OF KV coats 2 OR(V FOR ANY SPAN X4D INSTALLATIONS AT ANY ELEVANGN.ALTERNATE HO LOCK Nat UAY BE USED TYPICAL �1 i HV BLADE SHUTTER ELEVATION NON c AS AN INSIDE OR QUTSIDE:LOCK.ATTACHMENT OF HD.LOCK TO @ IS W/3 Ea x 3/6'F.H.`a.S.V'S-AND INCLUDES N.T.S. REINFORCEMENT INSERT q"AS t FIOWN ON SECTIONS 1403-hV8 AND HOC-MVC;.SHEET 10,LOCK MAY BE INSTALLED AT Uissm OR 12'MAX1UUM BE' OR ASOVE MIDSPA`L USE OF LOCKING 8005(ES,19 COMPLETELY OPMRAL FLORIDA on High Velocity Hui Zone, A.TI(��'. 02011 EASTERN METAL SUPPLY;INC. �. Accordion Shutter System KV,8L*E#1 W/OR W/O H.V.WINMW BLOCS American Shutter Sjotems TEVw NE 06CkIP11ON DATE I D-ww NYr tiD. �..• STATOF ` TILUT TESTING G1 ENGINEERING COMPANY Association, Inc. 1dLD „-063 11/19/*1 ZuE 11/29/11 w ai:3s S Sc.,aDs vPc NA u OMS.zcritA 331W p--e1----r-e PrrmE ("5)671-163D Ft.:(3053871-1531 426$ Westlaads Drive S DRAWING No a 4:Ul.=e rom West Palm Becch, FL 33, 3 92 + S`S/ONAL��;n''� mon uBi5 , � s SHEET P.E. /SY�jJA7'6R'E/DATE 6 20 ONCRETE ANCHORS POURED CONCRETE POURED POUREDCO, OR 0I NCREiE OLOCK (SEE 5CNET)UL£,ON- REOU3REa I/a'0-20A/�Ss. CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REOUIR REO'`r�O FOR (SEE SCHEDULE ON W/T/a'-red CAHCREIE ANCHORS1 1 B ES'Si4NE(SEE MOUMnno00N SHEET T) SHEET 13} HUTS 0,12'OX. �r(SEE V.P MULE 04 SHEET f?} I. + 1= 1/4,0-20.3 4b''s S.S. _", EO-+- - ?'um. j____ ,•-1 i 4 ._ ED1--MACKst ScO __ ^-E -EO J LmNO 1/4'-2C NUTS 19 I t --� O 12'Q.C.. I D Y\\\ t .250'Ma= OPTIONAL: r i II i0, f 'ti-OPTIONAL I p TO W=MEr _ wsmf p q NLN,WARATION 10 CLASS n fa w ( 1 OR @0I � ,. E7GsiLNC-,-j -.__.....� a¢.a srcs ON SHEET 11}� Ekla'fu^v'G ' ®Ai1a+mlk QJ I r � WN.SEPARAWN TO CLASS CLASS CLASS—i i'-(SEE SCHEDULE ON SHEET IT) y 140: Gass Q HV WALL HEADER INSTALLATION A` HV WALL HEADER INSTALLATION NV WALL HEADER INSTALLATION + KEYSTONE I li r — MW.,SEPARATION TO CLASS EXIS1iNC _ '4 F"'�'(SEEE SCHEDULE ON SHEET ll)— CLASS-1; s� OR. I t Ensms Q.�. MIN,SEPARATION TO CLASS I CLASS `(SEE SCHEDULE ON SHEET 11) M t=D&.9. , EICISTIHO j f'OPrIONAL 'I rCLASS I I r I/4'Ntlx. { � 7 3 ¢4.1�. ` __ 1/2�-__' 19 FL. 1 OR� --�- .-.1/a'o- EQ ED rear]/4 ss.PHwPSTRUSSHEAD 1/a'a-20=s/a'S.S PHILLIPS EQ EO CONCRETE 04mbRS (!(�����_....TRUSS HEAD MA045NE SCREWS MACK%E SCREW'S USING LL..(SEE SCNEDUL- �-CORORZTE.ANCHORS )�j oR18 1' 1/4'-20 NIRS 0 17'O.C. r4 F'ON W/1/4--20 NUTS O 11"O.C, (SEE S'. MULE ON,SHEET 13) AV- POURED in. FQJfiEO tANCRETE-j Sti`ET 13). POURED-CONCRETE - OR CONG•RErE.BLOCK i- CONCRETE 3LQ K ZIIIE.TE ANCHORS MU SED tiY " REQUIRE°, k{V_WALL SILL INSTALLATION J (SEE SCIL='6LL•E.ON HY WALL SILL INSTALLATION. POURED CONCRETE SHEET 14) ORCONCRETERLOCK 1YALL REOUTREO r� HV WALL SILL IN ALLATION NOT-FDR CO22MATV4°r_S;C=i �✓ INSTALLATION DETAILS W/ I-SEE SHEET 4-,'OR MICA SHUTTER E•D,-EOGE OISTANCE f ASSEdSiLY •SEE.t1M ATIDNS Or"'USE'<=9R T HV BLADE 2-MOONTINC SECTIONS CW BE CCMS?NED (SEE SPECIFiCATIMNS 03:-SHEET t3) BLADE eON SHE£T 1 LN ANY SPAY TO SWT ANY INSTALLATION. _ FLORIDA BUILDING CODE (inn Nigh Velocity Hurricane. Zone 02011 EASTERN METAL SUPPLY.INC. BERTHA HVI I L E C O N�. A, ■S■� Accordion Shutter System Q-4 er f 67 — ■ KV.&AM#1 w/OR W/o H.V.AINooW eAwEE r— "'� p i ,^ : T(E4.(T TESTING& ENGINEERING COMPANY 1AET18fI9of1 $I1UII8T' Systems ,.H DcixaaneN t1Are DFIAH°I 8M AC. a.+ss.H.n. rW,sl .�,cc Assoctotlon, IRC. 1 aLO.1t-O63 11/29/1110m 11/29/11 o'• STATE TIG cc_4 �.c`;—'••FCOR—I�—P''�`�`'-1`� P'.'. t3Ds egQLyg7Pa10=:("VS)4s-1sb 4258 Westroods Orive : ORNo _—;a:Gt 'ca. West Palm Beach, Fl33407 3 11-19 2 �Fsn•"• ••• `�y�11L1' YOLTER A,TLUT Jr.P.E: ., VV \ L LORI, Ut s W67 s SHEET P.E'' &e1,�E/DATE s B or 20 CONCRETE ANCHORS T •"10 POURED i uv._ art�.ear I T CONCRETE (SEE SCHEDULE ON SHEET 13) •5C4:ttL�Uv 9�5'A� I 0 �-(�ws� wr REWIRED EWE OF / via If CN 9(47 t9 FD2 tv auat I n 4. 7�D APPLICABLE IMNG ' I av 51311 RH A ,, . . T.. 1 tllma 1. .) �; - EXsnNG 111 ANCHOR .I I C;t55 /�I✓ LOCATION II I if .3/4'HEX*AS47t NEAR I :I 11 oP 0116 :3/s W4. �. SCREWS O 12.O:C 8 -SLAB OF EIE ANCHORS 3/O U �/' NCFCHORS / / ' \ SCHEOULE'ON SHEEP 13) I ���•I� - EDGE OIr ' APPLWABLE £XIGLASSS Of APPLICABLE SLAB IF AFPLIML; URE6 FWUflEO FLAT W-0 CONCRETE ANCHORS ra aAsS ts� [ ) CRETE •-£,0.* CONC (SEE SCHEDULE OX SHEET 14) '.a[_YCE Oi 9E?T POUR)=� fvQllU7 "'� 11,ta1R[tAr,<O}A•9 O 'IAT..D �f1kT}{FAD CCNNCRETE.ANCNCRS a 9'M to gA 11 OR CONCRETE. c� i SMO 447 REOL,9P.ED E 0.� E V (SEE SCHEDULE ON SHM, 14) 1 TRENCH INSTALLATION ."D ONIY FOR UP TO +70, -75.PSF A.S.D. HV FLOOR INSTALLATION t PLY WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER 0—HV—CEILING9NSTALtATiON .. ..._.. �YY----__--- SCHEDULE 03,SHEET 11 .__._.. � - __..._. aa5RNO Ya.5l7AaA CONCRETE-'ANCHORS t�aeRttw. t ' _ Ta tl09 ' m ZPAMti {SEE SCnEAVIE'ON emamrrA a+.err 11) ' a nA,ts O SHEET 15) 1,4 e a"tt£D 7TtfR:. I i V.-MM) 'EXISTING I 1 ' EXISTING TECMIX•Y OR _ OtluS�IR'.T.srm.�a slm 1x11"! —•O11 .w.sx.afo.ro au- f)!r Nx D+T1Y/'4rDrv'r o EBma--4 GLASFASRaiS T.M1014 a' _( V1fT4X GLASS ' yi -i C=f0£L4L G+tNw 1 T) R I p4 FUR IP TO C-0'SIM t•QC FGR SANS Llrw TIM .I . l 1 1 1 1 y5 1 f4' 0.hT Et^20r Fi4"R1�.4Tt 1G0—• G't4'3_(s¢:'. 'H AR&`iEET 11� 8 I/E• $ x 45 Pc.;/41 HEX E . T. FtCR U1n1ATC.5 3/E a hSAX• "b°��,yT.6FN.A9T-�"'{.,_ . i Ise' r eA12 scT. �s 314 ¢14x3f4" HEX co--/ - I-(-�U , i I RTI—T I- / R/ib-2ft3/4-SS Ys TER RCREGS a 9'D.C. ; _ ;L/n�� (7� F11x3/a••SA.S. ,, '1 1/4'_; r --$`SNA•tQ/{'a-s0 R1Ri OR t e-20 5.5.N.S. (SEE SC1+CCOME ONCONCREI E. E `'! - "f O 9'0.C. 1 _ NCX, , / f) NUT O 4 0.C. / { I _ - 44----- SHEET ta) ^ u17)G9 18 1/2' * 1•-J ..)7 18 I � 2.QD'IJiN.Si EXSTihu tKFi•u tTRJCrLqk ➢> F4 - i DA£Of SLAB IF I �p14x3/4'F,ki.S.D.S. U11 � ��ca1R4'Re.E g' 1 7Jf/� I / APPUCASCE' 'l CphCP.LZE ANCHORS SEE)COTE 13(b) �+-9' p � POURED CCNCEETE-] (BEE.M',EoUL.ON M WET 1 SEE NOTE 13(b) *: j Flo CGN:RCT.E ON SHEET 1 ,.. ,.• �- a0. QR CONCREic DLO.:K SF.'EET I4j CR CONCRETE.FLOCK R:A;PRED RECJRe"D. KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED HV WALL FLOOR INSTALLATION HV WA1 L WALK—OVER INSTALLATION IJXXUU"'SD'R' "' "''"'�'' CONCRETE YNCNUIL SY.RS'-A 5r'AN®'-0' REOWRED Q b,V RAINGUARD INSTALLATION t nc>E h Te ADR CauR'NATION O-'A'CCT;ONS; RDA L,vM-----NN PEERFORAM EE E.D..EDGE DkSTANC£ ADJACENT To AN OPERABLE EXIT SEE LIM AOCRS Of.USE FOR (L� (� ,�4I I-SEE SHEET 4.�FOR.TYPM-At.SHUTTER (SEE SPECT?,CATIONS ON SHM 133 OR ENTRANCE - BLAB ;!QN S4EET;9. INSTALLATION DETAILS Wj �1J HV BLADE ASMEELY t1rUNTING SECTIONS''AN 0:E COVDINEO 6N ANYWAY TO SUIT AN Y LNSTALLAT+ON. FpAriiii FLORIDA BUILDING CODE Von 'Hi h Velocity Hurricane Zone T) F, 4 ,4 02011 EASTERN METAL SUPPLY,INC. AI . ., L fj 1 I L E C© �r, . IM Accordion Shutter System Ido- f KV.RADE#1 W/OR w/a FLV.WWI SAE American Shuttor Systems TILL)T TESTING& ENGINEERING CO)APANY v.R OrsCRtAltat CAFE DRAxti en AA. 3fATE A5306latlOriA Inc. 1�r Q a3R Res, 51,sq iv vzcsnA A4uCE S€uC4 4164 3LD ,1.-083 71 25/;1 DATE. i 1/29/1 I Phone (305)571-1530.F..•1(x15)571-1531 €268 Westroads Drive x DRAMNO No ~ O'• '•.�I = ATT a-m T.tat-c..Isom West PQIm Beach, FL 33407 3 C11-01471 SIONALF �i''11 LTERRD'AAUC dt4,P.E. S S)1E1-192 P,E'S�dL'/ GIt:AtLIRE/DATE s 7 OF 20 SEE! END WALL CON 10 is OOS OUT 9x. IH ' INSTALLATIONS W/ HV s NOTESaN LW LO Kori SIEET 5.LOCKS(D ANO tiToxwTE Nv LOOK®ON snTxr s. t�E%ISTINO GaSS c *SLADE SLACK OFTA!hNf IS YAtM FOR ALL +! ! BLADE W V C �jNTERMA ES CEri1EPAlATtS APT+uCNWN w1Tl+el.AaEQi E END WALL CONNEI1014 �. (�- °'p•II:J"V• en. EMIN6.GLASS ON SHEM 10 & 5 ------ ----- - ----- ---- ------ -----:)IN 91J4' T B 1/2• T t (eoal-ieAuaY)aoe• � OPPOSING SYMMETRYCAL aNt W/(2)+/4e T/?CON I '/2' �'®•� CE T ATES E avc eoNCRrE (m?/[iOTTGLI)6 $lOx3/4"S.M.S.a 12• ARATI IN (<)9lcxsrz su.s.To o.c.FULL.MN—VT. � MC ' �G ' ET'11) 44 -------- - - - -- - - — --- - '-- -- - --- ,• �o? 5 1j 2 ,� ao . 3a�EY ... a OUT * VrC /®�0M®`�a��©°q m HVA H ©nn�ca©•OG®ox 1O'• °N t— - POURED CONCRETE OR ©-0',�°"�'O•®� t 0 I.,a e 1 ca 1 EXISf1ti0 GLASS -eCONCRETE 7E00U�B WALL . C---- _--------� QQ�_,-- 'G, — � R SYMMETRICAL * IN tit--- Q`� I°°`6 �Q .� u'N,sEaasxcas (8 •�8 aA 9•:®� 3'� i�nsnn � CENTERM T S ro cuss / — OtA55 b ff! —OPitONA1 (SEE SCHEOUIE I CA {INTERIOR O•�a^®•©cA t•4.1�5 ON STtEEi il) TAN.SEPARATION — •TO Goss �`G�•-4}�f T7�ry��'� t •® =3 OONN SKET SCHEDULEsIN vy1E0RNAL l"^rOv------f --- -----'-- �'—"'----.'-- OUT _ ,^ I ^'ACONCs - a �J 3 vARFS I �. c) ..� * * r^�' /� 40' a 9 .,�•��,a I•,+•,5 OUT � 6 1/2'TLAX.Slh"K I oUT {Tx ERIah) HVE 3 HVE** HVD FLORIDA BUILDING CODE(Man High Velocity Hurricane Ione 'Blit, ;. -®2011 E/ST.r.4 METAL SUPPLY.INC. f/rBERTHA SF _' rA S Accordion Shutter Sy ESE INC. LCO ■ ■ ■ ..—�---�' H.Y, MADE#t W/A4 W/0 H.V.N1ND0'N BLADE AmeHcon Shutter 5 toms �l `! TICCIT TESTING & ENGINEERING COMPANY Ys N aTseaPnaN a4Ts a7A,N sr: 2S S FATE OF T� a as ru s:a-s r..x vas .caa>sx nava a�wa Association. Inc. , s€LT5 !-063 S 1 J29'1 t carp it J29/t 1 A••. Lc Prone (}a8)g71-Isso.ra.:(Ja5)97,-tsh 426 Westroade Drive 2' DRAWNG No ~ 97 F(DR�pF'�~t��` a-ae ot9 ecm West Polm Beach, FL 33407 ; 11-192 a fi(•pp.......... S710 L, YFLOMCA!x 44167 5 SHEET 1p.E', �yjTdEI/DATE 9 8 or 2Q l-POURED CONCRETE OFT —POURED CONCRETE POURED CONCRETE' URED CONCRETE Ca OR CONCRETE _�` CR NYCRETE �\ CONCRETE BLOCK WAIL BLOCK ALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUtAEO �EXISTING diA55 ExISTiYG Gt.A55 CJ3YCRE,TE ANCHo _( f 2+ ESNC GLASS '?A4 EXISTING CLASS ib'O,C. m ] !k^. SEPARAnGY f -� i I / f TD ti LS(SEE M;'JAR:. EO EO O MASS(SEE j I i FEAR z ON'�EA''`'D �(VgS(cam- P&+L S7'iAinCN p TO GABS SEE f i r `. itLf,ON SHEL7 1/t6'K3''UAx. ON S-r-17 18€tlR T f SvfPDIIE CN{S4Q' it ECR aADEOA'V (we3-Ta)coNT, BLADES•Q� i,FQR- O i 11 FOR HICEOA•A •ON S+ T 19 FOR ALUM.CLCSER 'I �T FOR I/2' (LOCATE AT/•moi O& k / �l�J¢ET 19 FOR LOCATE � PLATE.(LOCATE' I!2" ____._._ O !F 111,101 Ok Of 5) AT EITHER SIS IRN I 1/2'MIN. OPO) I i USE •OR 2'LW.. �' 1 gtOws/2"S.M.S %(&W $SDxi/27 S,M.s. I '(. _-- --�.. ' {AS PAFtJ LE)K2•xi/,e`Ao'-2' _-- ® I6"a:C.. 0 16'G.C. _�__— 1 ALUMiNim uP,ANGLE f, {EdE3 B GY)A7 MR 11 h A (I)P1o.t/'s:us.T06& 4U (ntl+'o- iris AFc1roRs Ta ;� WAIL AT 1' .C.{LOCATE AT SEE OETA L.x FOR t OR ®� BIDECLOD Test's WHER SIDE FO) OR,�.0. smE. TO"TRACKsJ «®«©•C�3«e T •®« SIDE co�CTIO a0-0, :e_ 10.ea'®@41•'Ly'e•�« rb'�°•©��:® a ��.� TO TRACKS - �t0}r��a© Oa��•O« V oa © oo Q ea® ®«® ® ®®«®'©ae END CONNECTION DETAIL END CONNECTION DEt'AIL 4 END CONNECTION DETAIL END CONNECTION DETAIL 2Q O REWIRED ONLY FOR SPANS GREATER THAN 12'-0 POLKC"RE CONCRETE AL zEt05TINC.GLASS CONCRETE @LOCK WALL CLASS ':a . -^T REQUIRED s- ~ .LSN t_�x..PWLViON �f 1/2 SAL. ---"'-"_. -' rrcc cc .L10 SASS(SEE. I,.+� -b —-—- ..:.6-OR R D OR 11 FOR L.h£1DAyD CONCRETE /2,WN. f G.ISS(�� V ON%tEErJJ/ -----_-_-_-- --------ON Sti=t9 FOR ANCHOR C c I - - J @CUC gO�Ql 12 o.c.. /t 5 a �SHM © 4 __ -- OR(D 16'O.C. __•__ 1 2 MIN. /T- / '_'-• 4 2' ___C UIeITnT€CFJS-CF USE fOR �,./OR SOR�OR: V.�nAt v f ! PIE(I'a�ON SHEET 19 @ oR t@OR q OR 1@oR q YI EW Y ` ✓ 5 0_OR PIAN 1 OR & DETAIL X_ PWRM CONCRETE OR ®o•©•�a B 10:®a �w,,ff9��.. 7 a a 'o• CONCRETE BLOCK`VALL + ®x'q,�+�p•®a END INSTALLATION REOUIREo t0�0"®' fid"®' ©'O.0•'®•c??•®« (11 HV BLADE. OR 1A) HV WINDOW BLADE INTO _ �O O ®yo U ®® Q�•@«�•�O•m« �°' CONC ti «�•� •�� RETE OR CONCRETE BLOCK WALL, END CONNECIJON DETAIL. ;ND CONNE9710DETAIL© O 0«0 0«® A FLORIDA BUILDING CODE-Non High Velocity 9urr(ccne tone 1rTiNA����iyi� 02011 PASTERN UETAL SUPPLY,INC. BERTHA HV,, A.Tit ■ ■fes`■ ■ Accordion Shutter System � H v. t w/ H wjo v.vtraxr�'e(onE < American Shutter Systems Lv N4 =CmpnoN DAM CRAN 9Yi Ac.. .TESTING ENGINEERING COMPANY Assaolafion, Inc. I OLD 11-063 n ti DAIS ti/29!11 4�^ PWIC:'(3Q5)871-'.530_Fox:(3051871-1531 4258 Westroods Drlve 2 D '•.F � `, a-dt maobooLwn Nest Palm Beach. F-L 33407 3 OR1WtN^v No < •.�DRiOA• t1 R A.TILc7rs 11-192 \�,d AO,'M A U. 44 P.£ 5 SHEET 0 Re DATE /LaDaA uc a sa1a7 5 SCHEDULE AljEDULE ll2 SCHEDULE N3 MAXMIUM SHUTTER SPAN* 'L+"OR 'L-" MAXIMUM SHUTTER.SPAN* 'L+' MAXIMUM SHUTTER SPAN*'L+" IN9Tdt_ennN tFGEt•1rt .IES:. (ft.) FOR INSTALLATIONS W/ I OR L-" (ft.) FOR 3R 'L-" (ft.) INSTALLATiONS CEMERM.ATES.0 &.c�@ or or, INSTA.LIATiONS W .S� W CONCRETE.& WOOD (1)L+i MAXMUM ALLOWABLE SPAN FORA GIVEN V!/ ONE H,V. LOCK (0 ar ar�ar `C� �- do W/ ONE HV LOCKS MkfJSORY POSIT'VE ASC:DESIGN PRESSURE.RATING; HQ LOCK Wj NO 'OCKING RODS cr ONE HW LOCK or or L MAX.ALLOWABLE SPAN FOR A GIVEN NECAT VE OR�`W/ ,t'0 LOCKING WALL A, S. C,0, E, M, N, 0, P, C, C£NTERMATES�&�wj ONE HV "T" W/NO LOCKING RODS® ODS As.D.OEStCN PRESSURE RATING. LOCK @ WMT O LOCKING RODS Q TO?k (SEE NOTES T,1t) MOUNTING F, K-LI L R. S, &V. ALID FCR MOUNTING t BOTTOM f5£E NOTES .1't (2) PROCEDURE T( OET'8070E}01 FL SPAN FOR //�� SHEET 7j FLOOR/CEILING G, H. I, N,J T, U, W & X Y/ALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEtUXC: CONCRETE&WOOD LYST'nADONS 0 CONC,'+EM&MOOD .CONCCRETE -MOUNTING & M AS'D.cc= ASA M04 'IA AS-0D.D=N IHSTSILITION$ GIVEN h POSITIVE AS.O.DESIGN PRESSURE RATING, prl S RE WALL MOUNnNG FIAOR/CEIUNG H+muc W>`L MOUW9NG tA.N+r.I4c DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. N� MCUNRNG (�1 & aaTux FLWR/OL'R{NG MGUNiLNG OR GNEN A KEGA7NEA:S:O.DESIGN PRESSURE WING, f* _7 f"nn_) ILoaA/GQuNo MOUNTING �R ). FLOOR L' MOUNTING 1� DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE, L* (.) t-(N ti (8) 4-(G). l t fRl t-(is) l r f"d L-(Gt 8 MAXIMUM SHUTTER SPAN 'L+-OR'L FOR 30 OR iw5 t5' 0' 16'-D' Id'-0" le"-0 30 td'-0' 16'-0' 10 5'-0' 76'-0" it`��Oa`IS INTO WO00 W41 BE UUTED TO. FINAL MMMUM A LOWASIE S?AN IS EEDUAL TO THE 35 14'-10' 14'-I0'" 15'-2` 16'-0" 35 74'-10' 14'-10' 35 75'=2' 16'-10' 105 Pst.A.S.O.DESIGN PRESSURE RATING. ''S.4!{!OE1....tA;ti@ SPAN BETI'i 'N 1i•"A.'TD "L-°. 40 13'-10' 13=10' 14'-2' .15'-2' 40 17:-10' 13'-10` -40 14'-2' 15'-2' (3) PROCEDURE To DETERMINE MAXIMUM SPAIN FOR 45 13'-1' 13'-t' f]'-4' 14'-3" 45 13'-1' 13'-1' 45 13'_4 14'-3' 1' 8V COFN`R CENT-cRMATE JI3-MAY BE USED AT ALT. COMBINATIONS IN BETWEEN WALL M0Uh7NGS 50 12'-5' 12-5' 12-8' 13'-7` 50 12'-5' ,2'-5• 50 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING'SPECIFICATIONS YJ/FLGOR/CEILING MOUO,NGS: 55 12'-!' 12'-11' 55 55 TV-1' 11'-I t' SHALL RE AS INOICATEO ON MANDATORY CONDITION 62 FORA GrISN POSITIVE A.S.D.DESIGN PRESSURE 60 t V-4" 1 V-4' 3 V-7' 12'-4' _ 50 11'-4' 11'-+' 60 t0'-2' 10-1 t' NOTE$5,SHEET 5.. RATING: 85 f0- - 1}'-i" 1T'-it`. 65 1 - v-.C' 65 9'-5' 10'-1" OETEAMJN@: .-......__ .....�.. - .......__. ....._ U+-MAX.SPAT FOR WALL MOUNTING INSTALLATIONS, 70 J0'w 10-6" 10'-9" 11'-5• 70 90'-G YO'-8' 70 8'-S' 9-4'- L2+a ,IFX.SPA33 FCA FLDORjCEiLINI MOUNTING 75 to'-7' !C'-I' 10'-4' 11'-1' 75 70'-I' f0'-t' 75 J 6'-9' f tEXCEPi THAT 11J=LGA SHUTTER SPAN Z+'OR INSTALLATIONS. 80 9'=10' 9-10' 707-0" t0'-9" 8D 9'-10' 9'-10' -L-'AND?"MU!A A.S.D.OE9NG PRESSURE RATING FOR FOR A G:VEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9•-8' 9•-6' 9'-9` ,0'-5' 85 9'-G' W-6° INSTALLATIONS INTO L•ONC E OR CONCRETE @LOCK RATING; 90 9'-3' 9'-37 9'-5' 10'-t' 90 9'-0° 9'-3' - SHALL.BE L1AaTED AS FCLLOi45; DETERMINE: (15 I- CONNECTIONS TO KEYSTONE MOUNTING L1 MAY..SPAN FOR WALL-MOUNTING INSTALLATIONS. 95 9'-0r 78'-9' 9'-2',-11• 8'-9" 9'-70'9'-<" 105 9'-T 9'-O' 8'-9• LIMITED TO +54,-72 P.S.I.AND 8'-0' SPAN,SEE L2-=MM SPAN FOR FLOOR/CEILN4G�MOUNTBIG 105 8'-7" 7'^11 100' 8'-9' 9'-0' 9'-7" 100 0 8'-9• _6'-4' .MOUNTING" OX SHEET 7. INSTALLATIONS. 7`-71' M@ 1 TO 6'-4' 7'-7' 8'-7' 9'-2' 1 SO 8'-4" 7-7' FINAL UAXIMUM ALLOWABLE SPAN'IS EOVAL TO THE 115 a,-2• 7'-3' W-4'. 8'-11', 115 81-2" 7'-3' SEPARATION. TO CSS SCHEDULE,- 'Lt+','LF+'. 1t-"8S10 -L�= 120 .7'-0• fi 1-6" 8'-2` 8'-4'' _ 120 -10 d'•-8, (4) Go Ta A4'CHOR SCHEDULE WITH RVL MAXIMUM _ 125 T-10' 6'-fi` B'-0' 8'-5' 125 T-IO' fi-fl' ALLO'WASLESPAN AND NEGATIVE AS.D.OEV;GN- 130 7'-B' 6•-5'.. 7'-10' S'-1' 130 11-8' 8•-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 8'-2` T-9' 7'-9' 135 7•-7' V-2• WIND ZONE MINIMUM SPACING. 140 7'-5• -I1' r-7° T-6" 140 r-5. s-n' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3" 145 7'-3° S'-9' TO GLASS 150 7a-2` 5'-T T-4` T-0" 150 7-2' W-T 155 7'-G• -6° 77-2' e'-s 155 7'-D' s-5' THRU 3 760 6'-11' S'-2' Y-1" 8'-7" te0 6'-/1" 5'-2' . 165 6'-10' S'-i' 7'-0' 6'-4" 165 6'-10` 5'-1' _ 170 8'-9' 4'=l,' 6'-TI• 6'-2' 170 fi'-9• 4'-i 1' `/} 175 V_6" W V-7° 4'-9• 1 I / HV BLADE 180 S'-5" 4'-8' 8'-8• 5'-10' LBO 8'-6' 4'-8' 185 __!go G'-4' 4'-B" e.-E' 5'-6' 140 _V-4' V-5' 195 6'-3' t'-3' ,0-5' 6'-5' 19.5 -8'.-3' 200 W-2' 4'-2' 1'-4' 5'-3" 200 6'.-2` 4'-2- 205 5'- 4'-t' -6'-3 i 5i" 205 W' I" FLORIDA BUILD1111 CODE Nan High Velocity Hurricane Zone A T14!/' 2011 EASTEw4 METAL SUPPLY.INC. 1 4 l�9 BERTHA HVTM :-. Accordion Shutter System ■ ■ ■ ■ HV.RAM#1 VI/CR YJ/0 kV.WhffiOW 010E American Shutter Systems ev.We Otsr,RtanGN G4Tc aR4m+9r:MICTY,t.G. TICCIT TESTING &ENGINEERING.COMPANY "0 rSA'fE OF �� asst'N.W.:xm �L,s:<.sas V,n^rw aAcecNS,e. :c1 ss+as Association, Inc. 1 OLD 11-C63 t 112311?GeiS.° 11!29/1 T 0 --+ T` Pn�e:Sasa71-t53a Fa .(ws)fi:1-lsst 4268 W'estroads Drive 2 DRAZNG No 1� •• t� << c-m a:n:Nocro�m West Palm Beach. FL 33467 s 11-192 ss/ONALE ,I�'' WALTER A IILUT1il P.E. 4 P.E. SJd%&4fs?Y(1i�RE/SATE FLCRrs Uc./4+1e7 s SHEET' a 0 20 F ( v n N C W. W U 1�1 r L I IrJN p(y� /� r y� C 0 its. 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A _ _ _ - 4TH@.42 li^_IIIc:_="1`WC ui'RAF Dic fAnu'RxT9'ELM II._.wIIATRti:S (SEE NOLM0N05 E.0,h H ON SNfEF9 B h 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: PWRFD CONTE fA.OGt PDtIAED COROR.lB MOO"SPAN .@WALL.SILL MOUNTING ©CEfUNG MGUNi)NG 0FLOOR�MGUNTING (A) TO EIAPDDG POURED CONCRETE:VAMC Fe-E k517 -t/a•0 TAPCON OR TAPCON N11H ADVANCED THFEA0FORIA TECHNOl:OCY ANCHORS,AS NRN13rAClURE0.9Y LfW,WIDEX.(A11n.Fc 3 1,40 (NT ANCHORS SPACISM LEMQ - 1/4'0 x 3/4•ALL POINTS SOUL-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT�At SPECIALTY COMPANY.(W.,!'e m 3 W) .R.5Lv�'iECAT.E SSSSL4E FA^IF,^tf fk54N 4E".,6`AE P#SS2E RAI1Y, [14 .USGK N:T7-F6I55.K5;W."7F,Gw -1/4'0 OIJ.E TAP CONCRETE ANCHM"W/CAP AS MANUFACTURED BY FLCRIDA FASTENERS DIRECT,INC.(M'n,Fc-2 k61) J0 40 ea 75-.90 120 fE0 1A5 30 a0 160,75 8O 120 160 205 43)6a,'75 9D 170 I&O 205 TAP.^6N CR _ 1/4'0 TAPPER+ANCHORS AS MANLk'ACTUREO BY PO'L'ERS FASTENERS,INC.,AM OISfR;RUCED BY ALL FEINTS.SCREW,BOLT&SPEC4LTY 74 11 1a 9 8 e 6 5.5 14- t7 10'9 6 19 6 8 12 1C i 9 a i"8 6 8 tAPCDN 5i5TTN ADVANCED. COMPANY OR ANY OTHER APPROVEDLICENSEDOR AUTHORIZED%S-,T)OR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0• 14 12 10 B 8 B E a l4 72 f0 i 9 a 6 6 6 12 10 9 5 8 8 8A. U81E1GFORN Tes.1'.NOiDGl' (16n.Fc J k4i) 5R LESS 14 12 10 9 8 a 8 6 1� 11 10 8 8 d 6 51til 8D8. 6S �'P'OIN S SCID-SEr i412. 70 B d B @ 7 14 t2 10 B 8 8 6 6 11 10 Ort. 8 8 6 MUE TAP W/.CAP t4 t2 i0 B d 7 a 35 14 1 10 B d E 6 I9 d . d 5 TAPp£A+ A.1)MINIMUM EMBEDVt NT INTO POURED CONCRETE OF TAPCON OR TAPCON-MtH'AD4'ANCED THREAOFORN TECHNOLOGY ANCHORS AND TAPPERt 14 t2 8 B. 8 6 14 12 AC 9 S . e 8 1 3/4,Akp FCR BWE TAP IY/C0.P AIY.1LDR5 IS 1 1/2', +_D. 14 12 l0 9 18 8 8 4 1a 12. 10 8 a 8 8 a.5 12 10 9 8 a t X814 t2 t0 B e a "643 14 11 .70 9 d D 8 Sats i3 10 .9 6 D 5 4.5 A2)MINIMUM EUBEpU"sNT OF 1/4.0 K]/4-ALL POW75 SOLID-SR"ANCHCRB SHALL BE 7/8'iN70 Tf>r POURED CONCRETE NO EMSEONENT tt 12 10 "'A 5.4 3.B 14 12- II 9 a s 8 5 14 12 10 9 B 7 5.5: 4 SEE Lt4'fAT8Uti1 OF'.ttsE YaR INTO STUCCO SHALL BE PERMITTED. 1/4'0-2q'S.S.NAZWKE SCREW USED SHALL BE 1.1/2'LONC LGNIIHUM SHOULD STUCCO E?15T,AND ,14 ti f0 I9 8 8 8 d I4 12 t 6 8 6 6 5.1 LLI4 12 t0 8 1 8 e 0 65 ..{f��'5+107 10 t'MINIMUM'FOR WALLS WTT[4 NO STUCCO. t4 13 10 B 8 7 4 - 14 LJ.5. 14 i2 10 0 0.5 b JS 3 A.3)IN CASE THAT PRECAST STONsE.PRECAST"CONCRi 'PANELS.PAVERS OR AYY.VENEER 2E FOUP.0-CN"THE MUSING WALL CR FLOOR, 14 T 12 10 9 1 E 1b;43 - to 12 10 16 6 16 b 4b 14 1x 10 9 6 a a.s .75 AN'C:ORS-HALL BE LCNO ENOUGH TO REACH THE NMN STRUCTURE BEHIND SAID WALL IRNISt(6,ANCHORAC E SHALL.BE AS INDICATED.ON+ u'.12 9.5 75;55 a3 - 14 12 10 9 5 7.2 5.5 4 ti I l0 9 B 6 4.5 15 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON V64YL&NNG OR EIFS WITH OR MT140Ui METAL STUDS CONSULT INS EN-NEM FOR l4 fx 10 9 E 8 8 - la 12 ao 0 is B 6 s t4 12 IO 2 B 65 3.4 INSTNILIATION INTO DFS WMI METAL STUDS.SEE SHEET'20, 14 12 10 0 73 63 3 14 t2 10 85 7 5.5. 4 1 14 12 'e 6b 5.5 4 3 1a 17 110 fl a 6 14 12 to 8 8 6.5 S .75 14 12-11-0 eA 6 5 4 (B) TO EASTINO CONCRETE BLOCK;(ASTM C-90) 14 33 '6 5.5 B5 3 -I- 14 12 Ia 9 e 8A 4.5 is 14 12 t0 8 7 > J.S J - 1/4'0 TAPCDN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS,MANUFACTUREO BY I.T.W.SUMDEY. 7._D. 1a ix f0 0 8 la 12 10 9 0 7 5 4 !4 11 9 7.5 53 4 3 -1/4.0 x]/4'ALL POIHTS'SOUD-SQ ANCHORS,AS DISTRIBUTED BY ALL POINTS SCRCY/,BOLT&SPECl1TY COMPANY. 14 11. t0 8 ed 4 - 14 12 8 7.5 6 4.5 15 - 14 103 55 4.5 35 - - 1/4'0 OWE TAP CONCRETE ANCHORS W/CAP AS WLNUFA:TURED BY FLORIDA FASTENERS DIRECT,INC. 94 12 10 DA 7 .4 - - is 12 1C a 7.a 5.5. a 14- a2 9 7 75 45 - - 1/4 c TAPPER.ANCHORS AS MANUFACTURED BY POWERS FAST€NETS,INC,,AND C;STAISWtb BY ALL POINTS SCREW,BOLT&SPECIALTY E14 11 s.s 4.5 - - t4 12 1C I B 7.9 5.6 4 - t4 i !8 4 ,3 - COMPANY OR Nil'OTHER APPRCIVED�LICENSED OR AUTHORIZED VENDOR REGISTERED'LATH THE AMERICAN SHUTTER�SYSTEMS ASSOCIAT A,INC. 14 13 il0 9 B FS - - t4 12 101-A 8 6 4 - 14 1 t0 0.S 1 315 - NOTES; 14 i2 183 7 55 3 - 14 12 a 63 bs 4 J - 14 S. B.1)MWIMUM EdSEDMENt INTO CONCRETE MACK OF TAPCON,BLUE TAP W/CAP ANCHORS"ANI)TAPPERi-ANCHORSIS 1 1/4-AND TAPCON 1a f2 B.5 5 e - - - 14 12 9.b 8 65 5 - - t4 12 8 6 651 4 - V,111 ADVANCED 1HREADFORM TECHNOLOGY ANCHORS IS 1-, 1J 9b Ia.9 1 3.S - - la 17 10 0 8.5 3 - H 12 L 69 5 4 l0 9 d - - - 14 .17 10 9 75 45 - - 14 12 8.5 7 SS 4 - B.2)M441MUM EMDEW&FUr.OF 1/4%K 3/4•ALL PONTS.SOUD-STI'ANCHORS SHALL BE EM RELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 i12 73 6 4 - - - TA_ 11 7 5.5 5 SS .. _ ;t 8 5,6 45 3.5 - EMBEDMENT INTO STUCCO:SHALL BE PERMITTED.1/4'0-20 S.S.VACH;I£SCRt17 USED-SHALL BE 1 1/2•LONG M'N04UM"SHOULD�STUCCO -14 12 18 63 4,5 - - - 74 12.9A 7 5.3 4 - - t4 ;tl.5 7 55 6 a5 - - EAST„AND 1•MINIMUM FOR WALLS WITH NO STUCCO, 12 9 17 5 4,51- - 14 Il 7 SS 45 1 J.5 iO'-D' t4 '12 i0 4 7A' - -!- 14 t2 10 8 BA 5 - - 'it i2 D 0 5 4 - - 8.3)•W.CASE THAT PRECAST STONE.PRECAST CONCRETE PA4°SS,PAYERS OR.A,NY VENEER BE FQU!TO.ON THE E105T4N'G'WAl1 OR'FLOOR, 14 10.5 7 _ 33 - 13 9A WYK- 4 3 - - 10 73 5 4 3 - ANCHORS SHALL BE LONG-EN=H TC REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS NOICATSO ON .14 It 73 5S - - - fa it.} 9 6 5 4 - 25 9,5 6 5 a a - - NOTES B.1)&-0.2)A--DV-FOR INSTALLATIONS oN VNYL SIOND OR ws wriii OR WITHOUT uErAL STUDS CONSULT THIS EfmISEAk E0A4 8 1 - - -.:it t7 a 6.5 5A.41- - 7J -10 TL0 5 °4 J - FOR'NSTALLATION,4TO-UFS AITi1 METAL-STUOS SEE SHEET 2A 14 111 10 - - - - - 14 12 0 7 0 4.5 - - 14 0.5 7 55 4,5 35 - - _ - 12 9 tS tb 4" S 1- - 9 7 4.5 35 J (C) ANCHORS SMALL-BE INSTALLED FOLLDAiNG ALL.OF THE RECOAIMENCATIJNS AND S cCr;C.PONS OF THE'ANCHOR'S NANUFA^TUBER. 14 !0 1 7 - - - - I4 10,5 J 5.5 4,5 - - - 1.5 8.5 11 43;3.75 - 2-1 - - - - 14 11.5 7A 6 A. - - - 12 8 5 ab 14 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.),VERM SPACING RELATIONSHIP FOR ANCHORS. 14 tx 10 - - - - I4 I1 8 8,5 5,5_ - t3 iD 6.5 1 a - - - D. DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS. 113 8 5.1 4 `S 4 J - - - - NA%NUN ANCHOR SPACINGS ARE VALID FOR EDGE OISTAN^.ES WDiCATEO BELOW.FOR E 1).LESS THAN TME LYDNCAt€0,REDUCE ANCHOR SPACING 1J SA 6.5 5 - - _ as d 5 4 - - - - BY-UULBPLYIN6 SPACING"0aN WT SCHMIJLE BY'INE FOLUTMNC FACTORS. 9 6.5 - - - - - - t4 I0,5 J SS 4,5 - - - 11 l6.5 1.5 431 JA RNLICEO SPACINO CRTAN10 USING PELT SHALL NOT A?'L.9S TNAN tra6NUM SPACING C76!CATEO FCR FACN ANCNOA M,£ 13•-�. 14 i2 - - - - -1- 14 11.5 7.5 It 'S - - 12 N 9 8 4,5 _ - - FACTOR - t6 7A 5 !44 7b i 5.6 4 3 ?- - - ACTIJAL. TAPCON WITH ADVANCED TAPPER'+ 12 9 6 ,6 4 -.1 - ILE' S 4 - EDGE TAPeaN ALL.POINT SOLID SET ME TAP W/CAP 13 93 0.5 5 -I-i- - 6.5+7.5 .s 4 - DICTANCE THREIWORM TECHNOLOGY MITI,SPACMG 14,-0. 14 12 - - - - - I♦ t0.5 7 1.1 - _ - 11 'ab 1.5 43 _ - ED. MIN.SPAINO-3' 'MW.SPAGNO-3' MIN.SPACING-3 1/2' ".SPACING o 3• 3 3/4' 4' A5 .6 - - - _] -y J,5 3 _ _ _ _ POURED CONORBTE& xx,D pLy BjA1 F-0U.AED IL r& PODA c0CCNCAETE G ,S,S= -1.31 6 - - - - _ It 6 3 4A - - - 9 ., 14.9 - CONCRE�"I'm NN:;FA•3 11 nn,ED,•2 I/z CaNC`ETE BLOCK' CQNCAETE BLOCK h1M E@�3 T�MN E0.•2 1/1' �.5 - - - - Is's o as BLADE WORKING 3• 1.o 0.90 1,0 0.78 1.0 0.a+ 1.0 0. 0.90e.b 4 - - - - - ss 5 3 - - - - - 21/2' - 0.01 1.0 - - 0.87 1.0 I- 0s 8 5 - -T- - - 6.1 6 4 _ _ IN UNISON * z. oat _..._. 0.31 7 ! 115 ab 1.5 - - - _ 9 163 4 _ I _ _ 1 3/4• 0.B1 _ - _ 0,4,3 •- 15'-0. 12.5 9.5 5 - - - - t0 7:5 5 - - I- - 1 1 2'. 0.33 _ 0.33 - g 8 4 -1:_ _ 6 Sob 3 -i- - 9.5 4 - - - - FLORIDA BUILDING CODF(Hon�High Velocity HurricIane Ione t,L#1,,- 02011 EASTERN META;.SUPPLY.INS. - 44, BERTHA HVTIA A■S■S■A Accordion Shutter System .S.S.A. KV. MADE#1 W CR V1/0 KV.WN=V RAC ? 1>71;.,. `• American Shutter Systems Ev.N0 DESCRPRDR o4rc Mw+Br. A.G. TILLIT TESTING & ENGINEERING COMPANY' 0;55 nW;Js.1.Sc S,c.Xi5.%*TINA 0A�e .nef^A a11es ADSOC101i011t Inc: 1 Qtp 11-063 1 T/2S/i Dlr 1 a/2s/T t S) 4 4288 Wastreads Drive 2 DRAWING No -� PSav (5,.3)„>7-1550.Fcx:(J05)871-1531 .< '.. ORla '� L1 4-mc.:sLKeeeaLam West Palm 2soch, FL 33407 3 _ \ 4 ss/@MALL��C,t'�t A'utER a°nuir Jr.P.E. a sH�T 192 P.£' 4tcf£d04t)�IJRE/DAT£ FLO"Lk,a 44167 5 0 3 OF 20