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HomeMy WebLinkAboutProduct Approval RECEIVE® 1 S1 `IJucle County, Permitting MEL aCIS Hams Log In User Registration Hot Topics Submit Surcharge Slots lti Facts Publications Contact Us gels Site Map Unks Search Product Approval db` # USER;Public User All ['lodge 611miyal Manu>N20tict or Anplw:d,nq„Seaah F MmnraUan list>Application Uotall FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived i 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received t Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. UValidation Checklist-Hardcopy Received Certificate of independence FFL3_$9gCO1 AMERICAN SHUTTER SYSTEM ASSOG INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF Li FL389 R9 COI AMERICAN SHUTTERSYSTEMS AE).50C INC QRAWING i 17-106 CERTIFICATION OF INDEPENDENCE(11.12DF FL 389 R9 Coi AMERICAN SHUTTER SYSTEMS pRAWiNG 17-108 CFRTIFt ATE DF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1944 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes JQ8 BERTHA HV ACCORDION SHUTTER SYSTFM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc, Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL3$9 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,91-11"for Created by-Independent Third Party:Yes 55 psf HV3 blade w/window blade working In unison,Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 For other spans and ASD pressures. 389,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 Ii AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC DRAWiNG 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span Is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVI blade,W-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Parry:Yes installation drawings for other spans and pressures. 3893 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ) Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions, Approved for use in HVHZ:No FL389 R9 ti AMERICAN SHUTTER SYSTEMS ASSOC_INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missile.Max. 16'-0"span at 30 p.s,f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2,See schedules on sheet 12, Evaluation Reports 2S and 28 respectively FI389 R9 AF AMERICAN SHUTTER SYSTEMS ASSQC. INC, DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes - Oack IVOMt Contact tis n 2601 elalr Stone Road.Tallahassee FL 72399 Phone,850.487.1824 The State of Florida Is an AA/EEO employer,Copyright 71107.2013 State of Florida,:-,Privacy Statement::Accessibility Statement;;Rehmd 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 electronic mail to this entity.instead,contact the office by phone or by traditional mail,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 click here. Product Approval Accepts: M"g5 faw `L'—`n GENERAL NOTES; 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COURM1LCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA SULEDLRG COOS:THIS ACCORDION SHUTTER SYSTEM SNAIL NOT BE INSTALLED AT HIGH VELOCITY HUMCAN•E ZONES. DESIGN WIND LOADS SHALL BE DETERIZiED AS PER SECHQN 1620 OF THE ABOVE MENTIONED COLE,MR A 8AS4 WIND SPEED REQUIRED BY THE JURaSfi IR"WHERE SHUTTER WILL TABLE QE-CONTENTS BE INSTALLED WITH A C RECT09AM FACTOR Kd-OB5.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SAa DESIGN PRESSURE RATINGS INDICATED ON SHEETS II 1HRU 15.is&20. TV ORDER TO VERIFY THE ABOVE 03N01110N.URINATE DESIGN WIND LCADS DETMU24ED PER ASCE 7-10 SH LIL BE FIRST REDUCED TO ASO.DESIGN WEND LOAD'" ARE 11: HV BLADES_n& BY MUL117LYWG THEM BY 0.6 Ot CROER TO COMPARE THESE W/MAX.(A-SO)GESIGt PRESSURE RATINGS MOOTED ON SHEETS 11 THRU 16. 19&20. GENERAL NOTES SHELF 1 U!ORDS'{TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT AVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.H03EYM A WIND DURATION FACTOR CD=11_60 WAS USED FOR VERIFICATION Or FASTENERS IN WOAD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA KV. RDZN SHUTTER SYSTELt'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD PAS BEEN VERIFIED IN ACCORDANCE Y41H SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 O TYPICAL WINDOW BLADE&WINDOW DETAIL -HV MADE 01 10214.01-03.10715,01-03.11004.01-05.1f214A1-05.10517.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2- W DL4DE(1DAND,W WINDOW BLA E1Q AND E-1&46 STANDARDS(MISSILE LEVEL D.WM ZONES 1,2&3)&1X220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE CMERE APPLICABLE) -HN W%'OOW BLADE 0 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVM D.WI.'RO ZONES 1.2,3)BASIC PROTECTION ONLY AID 1 0725.07-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLACK SHEET 6 2.W BLADE(D AND 142 W111D0"-1 STAGE(9 ARE ENGINEERED To WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UAATATiONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-At,CONCRETE/BLOCK SHEET 7 3.BERTHA HEV.ACCORDION PULS(HV SCREdS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONOtECTiCN TO TRACKS SHALL BE 114x2.75'AND$14x1.75'RESPECRVELY.41G-Hr MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STADS£SS STEEL.SCREWS WITH 135.0 W YIELD STRENGTH AND 180 Lai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIEID COAR:LG SYSTEM AS MANUFACTURED BY APPROVED L'ENLERMATE ALTERNATING DETAILS HV SHEET 9 COATWG APPLICATORS.PEGSTERED WITH AMERICAN SHUTT=EyY SYSTEMS ASSOCIATION.PWS MUST BEAR THE HV MAWNG 0.V THEIR HEAD. 4.ALL ALUMINUM EXTRUS,L1S SPALL BE ALIIT04II I ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND.35.7 ksi FOR END UM SCONNP U T DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLAY. ANCHOR SPAM TABLES SHEET it ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 72 S.ALL SCREWS TO BE STAINLESS S'TEE.304 OR 316 ANSI HELICES OR CORROSION RESISTANT COAXED CARBON STEEL AS PER LAIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 Lai MW.TENSLE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA SUMM.G CODE SECTION 2417.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVAIMED STEEL.OR AGE 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksH MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLIDWWG SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE O: 17-13,14.15 AND 20 WSTALULTION DETAILS M-R.WOOD SHEET 16 W MADE C)1, &® WORKING IN UNISON: 12,13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 8,THIS BERDRt H.V-ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 15779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY US.PATENT 15'458.179 ISSUED TO EASTERN METAL SUPPLY.CRC. . AREA ;. Hv WiNoaw MADE 0-ONLY 9,O SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAU X ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BWMN'C TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION ^ SHEET 19 10,C HT1�sdT BEAR OPERU L�LABEL ALL W�AroV51aLE HO �WITH WARNORG NOTE:WRING PERIODS OF HURR'�CANE WARNINGS NOME OWNER,7ENANT,OR OTHERS.MUST PROPERLY CLOSE ALL W AND HD _ AREA 4:'HV WI�DQ,iN BLADE`�ONLY 11.SHUTTER MAUUFACRIRER'S LABEL SHATt BE LOCATED Off A READILY V19BLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SL'CTdlo 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENUNG.LABELING,TD COMPLY WITH SECG4V t709.92 OF THE FLORIDA SUILMG CODE -' 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY YInH SPECS INDICATED IN THIS DRAWING PLUS ANY WILDING AND ZONING'REGULATIONS PROVIDED BY THE JUR150ICTY0N WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENWU£ER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La.WHERE THE SITE CONIXTCNS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO Be RESPONSTEIE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS PED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS iN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ((d)SM SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCWECT WHICH ICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO W1LL BE RESPOt ISt8LE FOR THE PROPER USE OF THE P.EA.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SH ALL,SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.&SNAIL.SEAR THE DATE AND GC=AL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. LTJA,uAA.,,�� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Z0 1N (012017 EASTERN METAL SUPPLY,WC, 71 P I +Ir`-- M17 TILTECO.IMC. BERTHA HVL, \a GEr�S�r•,, ' _ T. �oi A S A Accordion Shutter System■ i i i RV.BADE#i W/OR W/O TLV.t7AtJM MADE T American Shutter Systems DESCRPGat7 HATE D xTt LG fdJa.l TILUT TESTING& ENGINEERING COMPANY 1 tucE: 07 27 i AAEECC EFF"' \ Association, Inc. + OLD 15-MS /27/ / /r a�\ 757 N F.56 n St 9a SDS.1V%M. ax5mm RORM 171E �+\ 4268 Westroads Drive 2 Ph-.(305)871-1530.Fez:(305)671-1531 DRAWING No .+(�. •., R1 '".\�+1\\ e-a Latino 91.- West Palm Beach, FL 33407 3 17-107 �SS1OitA1`'� Mtt WALTER A TILUT Sr.P.E P.E.•Si1'tl:1yISf&4AYURE/DATE FTOROA U. F u167 6 --1 OF 20 a M P.Mc.EWE VARIESAA 4 1 ts" • .09 4.99-* n .375 �A, E 05 V 90-Z180! STARTER BY SOLID BLADEHV UNIVERSAL FLOATER -?'f. OLIAUFIEO FOR USE W/ CMIEPED LAMER US PATENT # 5458179 QUALIFIED FOR USE V11 KV BLADE 14V (�)HV DIRECT MOUNT W BLADE(D WINDOW OLAD 6005-TS ALLOY AND TEMPER QUALIFIED FOR %E W/ HV 6063-T6 ALLOY AND TEMPER BLADE k.; -SEE tfUiTknONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY ARD TEMPER .124-- 6063-TS ALLOY AND TEMPER 3-2-wr .085' ,4 !q 7 Z6 0• % (TYP-) -If1 7 .000' 'i .99e tfin-4 47 26* 072 842 4.59r 1 2'I=. 36 O07 HV ADJ. ADAPTER W/LIP J. a 2 QUALIFIED FOR USE W/ KV �IJV WALL. OVER TRACK - BLADE(D QUALIFIED FOR USE W/ HY (�)HV TRENCH TRACK @)14V ADJ. EW-OR TRACK 6063-76 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV allAliFIED FOR USE:TV/ KV 6063-T6 ALLOY NO TEMPER BLADED ONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER (AUALIFIED,FOR UAE W/HV BLADEQ) E063-T6 ZMEND TEMPER VARIES 1,936, 6063-T6 ALLOY AWD TEMPER 4-s- AGO 4 jj 670 C=&R 41 - 06* I?- i 14. . - - . 670 3.529'201- -? JR) HY CEILINGHEADER �Z HV HEADERI—SIL Hp CEILING HEADER/SILL QUALIFIED FOR USE Vf� HV 13LADE Q (9 0M-JF1ED FOR USE V11 HV BLADE nIONLY. 6063-T )ONLY QUALIFIED FOR USE W1 W BLADE(D (E4)HD WALL HFADE SILL SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. OUALIFIED FOR USE W/ KV E065-T6 ALLOY AND TEMPER 6063-76 ALLOY ALTO TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER COVPONwT A a Ti T2 y Y JwL XJWL YILDL I I T. 7. 0.125: I I- I I- JOLD62-1 @ 2* S*MAX. 118r 1/8' r 1 3- O.oSO n 10 SIDE ANGLE I @ 2- S'MAX.1 0.192' -0.192" 1 x - )S TS QUALIFIED FOR USE W/ KV ALUMINUM ANGLES 109 2.5" 7*�-IDI W: 0.190' ALIFIED FOR USE III/ HV EILADE-JD QUALIFIED FOR_USE W1 KV SLADE(1) 6065-16 ALLOY AND TEMPER BLADE Q)ONLY. e 2" S"MAX. 0.139, 0.131* 6063-T6 ALLOY AND TEMPER 6063-t6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zor4lil+ , A. 71, 02017 TILTECO.INC. (432017 EASTERN METAL SUPPLY,INC. 13ER-THA HVT. Accordion Shutter System /707E�co mc. A.S.SwAN KV.aADE#1 Vj/OR W10 KV. NDMW GRL"ADE TILUIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIVRON VA?E I OR""sy- LGAssociation, Inc. I OLD 15-085 07/2711 CUTE. 07/27/17 • 6355 N.R.360,st�S,305,Vtqrh'A CARDEN&FUIRtA 331U TE OF 1 1:305)871-1530,F-:(305)871-1531 4268 Westroods Drive 2 DRAWING No < ORII)N R, W.,00-T.— West Palm Beach, FL 33407 17-107 -000 - e0 P.E. to %%'o it WALTER A.TILUT 5 SHEET FLORMA U.f 44167 P. prAldE/DATE 6 i 2 OF 20 4`576' 2i O"�?.XG2p'/:83• g!I.7 '-CU—osIf 66„,p°o”�O•`S e p ,��n r SI2SA1Yr.PS6J 1 'aT o /4m•T�-2'r0 NPiExE•^�CO ASFT 0- 4. o�^A Et t(Rt2tE705x293ii•ml�" ONCAST BWED P NIED .062- 316" c.� I E w.RB) PuW)v p t.u FN HV CENTERMATE 2 LO V OC HV EGRESS LOCK � 13 6" - m^ QUALJFIED FOR USE W/ K/BLADE(1 &8 ONLY '� og40 a .a7" QUAL)F)ED OR trSE V1 HY QUALtftED FOR USE Vt HV 6063-F6 ALLOY AND LEMPER QUA�p}lED 063 T6 AFOR USE LLOY AND TEMPER & ONLY RV C R BLADE�i & �A ON Y. BLADE 1Q& Q1 ONLY. Q AUFIED FOR USE W/ HV BLADE ) ONLY • - 250'O.D. te' te- &74' 6063-T6 ALLOY AND TEMPER FQASfiC REAP cs N^ ' 2. MOLDED ToOats" SCREW .79• 1 753' AFTER RIVETING A �s 1/4"0--20 x 3/4" BEFORE RP/.-MG � •3 E4 n S.S. THUMBSCREW I/4 0-20 RIVNUT* *SERES 9tt4 AWW UM(2014-73 A WO LARGE Tw4E WV STEEL MITSMr.PAa 1092%AS EWWrArTVRED BY 94EL - CHERRY MaORN,PAFMPFENY.V N JVM 07054 OR EQUAL PUN fROr7rOXLE.7m IK& HV MALE "T" LOCK CE MATE asss' I n n 7 LOCKER FOR -T" LOC( CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY (9 HV FEMALE "T" LOCK CENTERMATE ® HV T LACK SIV ALTERNATM LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO�US£ 1! HV GUALIRM FOR USE 711 HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE- }ONLY tyll{V BLADEQONLY. BtAOE 1 OtiLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" s 7 iSir � 3.t6t lof I o 0 3Dp -" •L�'S /(III TRUNBEORN 4 CYUKDER OR 274'=i .063 .O6Y mt - 67j `4 KEY CYW4MR { •' 214' L � � �) � .a � .SIS• o r n n 0.675'LEO. o n .- • g - ' ° 1 .125"Ilam. 0 1 CENTERMATE W1 NO LOCKING ROD (3-1, HD CENNTERMATE W1 LOCKING R00 4 QUALIFIED FOR USE VI/HY BLADEW&& A " QUALIFIED FOR USE W/ HV BLADE(!)& to ex' 6063-T6 ALLOY AND TEMPER 'S 6663-T6 ALLOY AND TEMPER HD VARIES.12'6R.`L QUALIFIED FOR USE W/Nv BLADE(q&&QA Lo-200t (0'a-le 7.730 6063-76 ALLOY AND TEMPER 3I/2" CYLI.� RN " (SEE ETA2� I D° - OR Y 1 7 rrm. .LOCKING RODA a ;� HO LOCK CK t.7e"1.. "a •-r-_,.^rar-s"-*-r- QUALIFIED FOR USE WJ HIV BLADE s / J HV 1 0-20 AISI 04 6Y RECENT HARrr1rARE MDRrtsE LocKs SERIES 2333 NDDK eDLr LOCK 60623-TG ALLOY AND TEMPER �f }� l "�`I s L (,� �" `� QUALIFIED FOR USE W HV ERIES T & OA 7 15 NSEALLATLQI'BALL REQUIRE A 7/16-HOLE THUMBSCREWS SERIES S.S. THUMSMIR ! 9 D AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR ,y HV BLADE a QUALIFIED FOR USE V11 HV BLADE(D FLORIDA BUILDING CODE(Hon High Velocity Hurrtcone Zone, ttpl)r,ER A.r/(�'- 02017 IILTEca.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA TSVCeAccordion Sutter Sy stem 1ILICCdiwc_ A■ ■ ■AKV. BLADE#1 w/OR w/0 KV.WWW SIAM , * ; 71LUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.K OESCR6•nOB DATE CPAW.7 BY: I.C.Association, Inc. 1 OLA 15-085 lf2]/t oue. 07/27/17 • TATE op WSS liW.38:h.Sl,7 103,NRGAU GAA6s5)8 71 153 33i5 43.T ii Fnon, {305)677-7530 Po.:(3os)a77-1s37 426e 1Yestroads Drive 2 DRAWING No 11 A(` ........ •"� iii a-mal:Ot-0.0 com West Palm Beach. FL 33407 3 �` t? i EB-DO0 Tug 4 17-107 `. � iWJ.7Di A.RUT Jr,PX_ Q 1 g Lo_n.OROA 44167 5 SHEET P.E. �E I�IdA}J�rt DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 3/8 (Tt HV 9 41 12'k"IN, CE 40 TO BLADE 7 .0625' (D h11 BLADE I IA hwv VIIN BLADE ,0625- 11625 .0623'RV BLADE 1A BLADE'S "m 0PEe9H .0625-4 mr LONG RECESSED NYLON BUSHING 9 Z,6 KNUCKLE 3 06 W SHORT RECESSED NYLON BUSHING Rnou RI.7 M KV UnLN HAT WASHER (D OR(9 a pa 50" in II RV WiFfEEL CARRIAGE AISI 302-303 SERIES 5� 40 0Z 50' 0.5707x3/16-THICK NYLON WHEEL 2 7/8-uIL W WIND= CLEARg. G.IW;a AM 302 SERIES S.S. RIVETS i 315'0 SO-ARATION 03. BLACE RV 1 3/4*ACCORDION PIN W/ #8 HEAD EXTERIOR OPENINGS :E,5 3/4' g=j y� @ Uj ON ce'r4TERS. w .7500' @ HV 2 3/47 ACCORDION PIN VVI #8 HE-A0 2 I/V wn0Mz8= T CLEAR POLYCARBONATE IMPACT RESISTANT W WINDOW i TYPICAL HV WINDOW BLADE AND �51 RO AXCARBONAT DETAIL 0 OR (13 or E BY WINDOW VEE OTE FOR Eat NOTE Q POLYMEIONEL.IMPACT RESISTANT KV JIR E @OR %%Npaly I iI 1)0110 BAYER MAKROLON 3103 POLYCARBONATE 12*MIN.CLEARAICE RESINS, UV-STABIUZEO GRADE OR SABIC TO BLADE r U INNOVATIVE PLASTIC LEXAN 103 RESIN(SEE NOTE Eff P114 RFOUIREMEM AT EXTERIOR BLADE KNUCKLE FOR "J -F-ON SHEET 19). (I)w 0A) OR (t) HIV Plaf 0 SHALL ALWAYS BE USED AT ALL EXTERIOR JNNSPOLYCARBONATE SOURCES FOR BOTTOM Kr,:UCeLES OF KV ACCORDION SYSTEM W`/ HV(D OR EXTERIOR APPLCAM ReDAT 44 W(9 ELADE� I�TICAL SHUTTER ASSEMBLY —il][ JrVPrAL PRDpEwnE5 5=4200 ,HV PIN @ OR g AT RETERDICE T (2) W PIN (g MAY BE USED IN LIEU OF(9 AND ONLY AT EXI IOR EX7vMOR BOTTOM KNUCKLES OF KV ACCORDION' SYSTEM W/ HV(D 00.324 B(SEE NOTE LADE's KNUCKLE.FOR SMWC OV.-A-1 ASTM 0152 MM MV.* M0.3 b"W * BLADE VPH-at CORRESPONDING TO INSTALLATION "il'. SHEET 7. REQUIREMENTS) Talsa Im"rw'Gl" A=OM %400 V.L 9= VLDD;ML SIRDMTK>U TifSD ASM ffM 12--w Pat 13.4w Pat (3) KV PTFE @ OR @ V11 1/2' O.D. 1/16- THICK S.S. WASHERAmv 0790 NO=P.L 3-5OW 0.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ASM0� 17 6T SHEET 6'()j PEEL CARRIAGE DETAIL 004W Astv 02841 47.2 X 9415 CLAW ASSEMBLY LA)(OUT PAYE Cr OWN.-O Stu VM C-1 CLAZ C-1 CLAW x kou Dim 10.0 T VW7 my claw A= =: 11-L em,.i. J) HV BLADE SOLID A 'IA HVWINDOWBLADE DETAILS To.SIR=EVV�E%WHZR= em pl.JL N.T.S. ".A k TO'N, FLORIDA BUILDINGCODE(Mon High Velocity Hurricane Zone: ............./,/-- (9)2;17 EkSTERN METAL SUPPLY,INC. • 02017 TILTECO.NC. yrEN�, BERTHA HVTM "IL ECO ,Nc. ASSAcordion Shutter System V. m . . N.V.MADE#I W1 OR W/O H.V. WINDOW 11ME American Shutter Systems qrv.N DESORWIXIN DATE I)R&WN BY- Lc. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 Due 07/27/17 1 6=N.W.36..SL 34.!Q5.MRCM WOM FLORDA 3316( 4268 Westroods Drive 2 Phony (305)871-1530.f".(305)071-1531 DRAWING No 0- 0-10:tit..Ow... West Palm Beach, FL 33407 3 1 6 7 M-OW6,119 4 17-�-107 A V"UR A.MW Jr.P.E. 'T. FLORIDA Uc.If 44167 5 SHEE OF P.E. SEAL/SIGNATURE/DATE 1 6 4 20 NOTES ON HV LOCKS AND CENTERMATES:, ♦ 6 C G 9 Y N 5 T U tl1 � {� t. MANDATORY�j�IT10N i1:ONE HV LOCK,2�w SHAM BE USED AT 1/2 OF SHUTTER SPAN FOR MN SPAN OI t2"ABOVE OR IlffO 2 OF SHUTTER SPAY OR SPANS UP TO 105"•AND FOR INST itONS AT ANY i E'.1 TON.HV LOCK ,y"ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCIC,ATTACHED TO%OR CENTERMATES W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL 8£AS INDICATED Ott SNtrRER ELEVATION. "'"°1�Oe 2.QQ(�AL CONORiON{t:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i6 a LOCKS RS .qp OR�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERIAMES OR VE. SHALL BE AS INDICATED ON NOTE(1)ABO LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. e xvs / 3 =RY COMMON it OR LIMITED.MANDAMAY CONDMON . OPTIORAL CONDITION 12 offil IQ ON(Y WHEN H&P f e IS 7JSEL1 W/TWO H,V. LOCKgI• LOCKING RODS ARE NOT REQUIRED ATeURRICANE POSITION, BUT MAY 5 C6 00 q(4A j'~t e"�? 8E USED fF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS SS„ OR AN ALTERNATIVE OEVtCE ^/ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), w µ 4.MAFDATOQ�CO)yDTDON i2.ONE tiV LOCK SHALL BE USED AT CORNER TEt1fERLV.TE$FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HVL K or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Ei ATTACHED TO.0 CORNER CENTERMATE Yi/(2) 1/ 0-26 x 1/2'LONG FLAT HEAD S.S.M.S,ItlO LOCWNG RODS 11 AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SLWl BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Nr D MAMMUM SHUTTER SPM!SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. tr lA ONE ALTERNATE HV LOCK MAY BE U�IN LIEU OF HV LOCK or Q3 FOR ANY SPAN AND (1/LA V F, IN TIONS AT ANY ELEVATION.AL TE LOGK Q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.A;�ACHMEtdT OF 1/4-0-20.3/4-S.S.THUMBSCREW TO @!OR @ CENTERMATES SHALL BE MADE Wf 7/4'4-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER PAN. • ONE HV LOCK @ or I$or @ SHALL BE USED AT 1/2 OF SHUTTER PAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or!&or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 7/2"LONG FLAT HEAD SS. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CS w/ CONNECT33" I jjjfff OR i67 TOP AND BOTTOM t5 COMPLETELY MANDATORY. DETAP_S ON SHEETS 50& �- ' IS TYP.FULL �_ *NOTES ON V "T" LOCKS AND CENTERMATES' HE:aetT: OF CORNER ET '0D - FOR ANY SPAY CENTERMATE 7.�COND,><TExxt{(tT�o MANDAjoRY CONDITION tt VALID ONLY,f,QR�3Y"T'LOOK{ ..�7�Q�EtQ�g�j�^,a AND ONE ALTERNATE HV T LOCK Od MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR QST AND ca w 6 7 ac 8 T 0+ INSTALLATION AT ANY ELEVATION.ALI TE LOCK to Y BE USED AS A14 INSIDE OR OUTSIDE LOCK.ATTACH3AEtTT Q Q ✓ OF LOCK®INCLUDES USING REINFORCING LOCKED 71 ,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE T��7'j+�j°n CONNECTED TO CENTERMATES 0 AND C9,W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3132" ©+�+©oal.l•'\!.'+l'.�.'�' MAXIMUM ABOVE AND BWINGNUT OR ELOWIMID PAN. USE OF O A TWO OIAC NG ROOS ,TCP AND BOTOM IS MANDATK WAY BE INSTALLED AT ORY. OR 12" cT�s+da ,�7Oa�$ •07 �+ Is�a is+ STs+ T?1s -NOTES o COCKS & CE ERMATES: �+ �� LT 13L �t t,t! ` 1, :ONE ALTERNATE HD LOCK MAYBE USED IST LIEU Or TYPICAL t T t HY 13L ADE SHUTTER ELEVATtO� Hv LOCKS(2�OR �FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK fG4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIQf,LOCK ATTACHMENT OF HD LOCK iJ TO @ IS W/3 p x 3/8'F.H.SSLUDES .M.S.•AND NC REINFORCEMENT INSERT O3}AS SHOWN ON SECTIONS HOS-HVB AND HDC-HVC.SHEET 10.LOCK MAY Be INSTALLED AT MIDSPA4 OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOC10hr RODS 6`IS COMPLETELY OPRONAL. ,rnr""'""*+-•� F[ORIDA BURDING an High Velocity Hurricane ne ITT stlt+'• ............ ��•iM 02017 TD.TEC'0,INC. X2077 EASTERN METAL SUPPLY,INC. GEVj BERTHA HVTM cordion Shutter System A •�`�"` �� NSA H.V.HBLADE#T w/OR w/o H.v W1NDOw BLADE American Shutter Systems REV.th DEscmPMI; DATE DiLMI Ttr: La "a'�A• r TILLIT TESTING & ENGINEERING COMPANY •JD=. QF Association, Inc. 1 OLD 15-085 7/27/7 pArE 07/27/17 (IM NW.35th.SL.Ste.705.NRS?M fJJ�E143.FLDFCA 371 s-.-V t \ P7aA,:(305)87t_153D.Fox:(305)871_1531 4268 Westroads Drive 2 DRAWING No V�+ fr•11.........t.•' `s�}L111 --a:Ut"Oe 9:A°m West Palm Beach, FL 33407 s [n •/Ll� t,y� �t; WALTER A TILLt Jr.P.E. 7—t u7 F'LOMA Ua.®44787 5 SHEET P.E. URE DATE 3 5 OF 20 oNCRET'e AHCNORS POUREDA�R�E�TE�6LLOLCK POURED (SEE SCHEDULE av OR CO SHEEP 13 REOUI1/4.0-20x3/4•S.S. UR CO:.LR£CE� 8E4u ) CONCRETE ANCHORS NAGi HE SCREWS '% . (5EE SCHEDULE ON W/ 1/4'-RE0t3REo , CONCRETE ANCHORS " _^� , 1718 �cCMY—E(SEE UOUA'N10®ON%W 7) SHEET 13) NUTS 0 12.O.C(SEE SCHEDULE ON SHEET 13) �, Uin. 1/4'o-20x3/4'S,S..t2 CR, 4+_J r : _ Q MACH03E SCREWS EO 0 fUSVG 1/4--20 NUTS % :12'D.C.E r { , LIa:. 13 411. - 13t5" " i j'/� --`- J I .250' E.p.' 7 r r"\ i", .250'Max. I .I!f/ r I I 1 I rkac ED. !i\ '1 J ' 'E'D. / VIII 111 OPTIONAL ii I: i , 1\1.noruL sP , to at;s c4E 'j' ; t 1 ( µ! i^T1 FOR II.WE+ah*9 1 1 OR • 1 1 easnuo EOL SEPARATION TO EEEGLASS1 T7(iSYING 1 1CLASSJ (`-£E SCt-FORGE ON SHEEP 11) CLAS]--i Rti 19 MR I ' —(SEE SCHEC�ULEOONTSHET Tt) ' EllIS ISIG GLAss- J @ HV WALL HEADER INSTALLATION A� HV WALL HEADER INSTALLATION (� HV WALL HEADER INSTALLATION + KEYSTONE TLLVG ; LIN.SEPAPAMI TO CLAW CLASS—! L.1y.sm,Sdttal 1 Y;^;��• ' , I 1 pl y {SEE SCHEDu_E QN sH T i:) t w aAss 4CLASS 1 OR YZI.SEPAftArw To Goss `(SEE 5Cli£QSt!E ON SF3E£i iT} ; pi @EET 19 FOR m ��yy 1 ! ' fi/CES fD b:�IQPnGIfAL Max. r o.A L_ __=s raAlEll aoPno1 1 ii 1_ -- t2oer1r�4 + r—-!- 1/4'a-20x3/4'ss. �Lrm. '/ / /• /__-_ 1 fi� -';"Fj:,n E EO PHIWPS TRUSS HEAD r /` .! !, rl 114'0-20x3/4'S.S PWWia '! / t MACHINE SCREWS USING ; / CONCRETE ANCHORS TR1T55 HEAD SIACHtSE SCREY+S i \-CO%tREtE ANCHORS f ! %" i1/4•"20 HUTS0 12'O.C. (SEE SI,IHEDt7LE Otc1't/1/4'-20 NUTS 0 12'O.C. CA.Nt.RET£ ,f/° / R0014KSHEET 13)(SEE SCHEDULE QN SHEET 13) / + �rkm. - , r !' OR UIREDRETE°••LOCKOR! BLOCRBLOCK 1 1ORS REQUIRED HV WALL SILL INSTALLATION {SEE SCHEDULE ON (D HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) CR CONCRETE BLCCK WALL REQUIRED A^e1 HV WALL SILL INSTALLATION NOTE POR MeVAMN OF SICTi^N5- �J INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPWAL SHUTTER • E D.-EDGE DISTANCE .car LC.RAT1Ciis OF USE FOR HV BLADE AS�UOUN SEE SPECIFICATIONS ON SHEET 13) BLADE®CN SHEET 19 10 2- UeLYTs:G SECHCTCs"CAN BE COi!'OIED Rt ANY WAY TO SUIT ANY RASTALLAML !!!/ s - I 11T' F11S.t/ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' • \/ 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,INC. V I'IS •'•••y;, BERTHAVTIA 4 ` 7 AN .A Accordion Shutter System IL E C O INC. ■ HY.MADE#1 W/OR W/O RV.WNWN aADE TILtIT TESTING & ENGINEERING COMPANY American Shaffer Systems aESrmHP110N DATE DRAVTT sr cc �y ,\ Association, Inc. I OLD TS-085 7/27/1 OATE: 07/27/17 `� /(�••••.-� P x\ x335 H.YR.36.n 51.Re.303."CUA CAROD�S.FlUKQA 3318 Q 4268 Westroads Drive 2 1— ��1 - Ph—:(305)871-1530.F..:(305)871-1531 DRAYt1NG No �QHA� �� L1 c-m0:Inn .cam West PQIm Beoch. FL 33407 s 17-107 r WALTER A TW sr.PE , 4 ixrrrrrrrr'rr FLORIDA Li¢j 44187 5 SHEET P.E. SEAL/SIGNATURE/DATE s 6 OF 20 MIXRETE ANCHORS tart stTnwxAx, ♦ 3�- 3 �.�Am, t 2 CONCRETE (SEE SCHEDULE Ox SHEET 13) 3 ro Ora(gE 2 OR QDSnNG 3 2 i ro wss T�OUtRED EOGC -+tai taratE Sw•a GUSS--) �+.st9uttre+ 3 `'Ks it) t t r r / 5lAe IF i ON s=is raR t ro auss D••:f APPLICABLE /a EXISRNG QE9m&Qa Atwig 3 3 i 3 ) 3 3 '- 3 3 E GTTNG GLASStOCA,CY 3 3 3 3 1093/4"MIX MASHER HEED 3 3 3 3 1 ,r•//tr j / 3 3 ' `;"/,%�/r y12 ac 23 cal5 a!a na. TEtc scRnss rc 12-oc. 3 ,I i'r' f, EDGE OF 3 i N 3/a e4v. CONCRETE ANCHORS rx, 3: r / ''' %/r . IF (SEE SCHEDULE ON SHEET 13) l•/•%r,/ E ' 'rnPPllCk9l.E I t v r r �'V^r.'tf tr,•r f�/�;r EDGE oft t ,_, 1 ! t,1, i % /'r= r /,i r� S'!AHC£ /f r !'P :3v r /r r' / APPLICABLEtFf2' T ' r ff: EDGE of /r,' ; 'f'/',M ' APPUCA%E o:.' a.,' �.^'/ r':`/ Stas IF r r POURm PauTIED FIAT HEAD CONCRETE ANCHORS ora 4pAccral / i r r APPtSC4BLE CONCRETE tSEE SCHEDULE ON SHEET 14) t >D a/ss IgE 'I,.' 'f r/=ff;i /f /.': :/ £D. CONCRETE tgi tet quaff POLIRr"D %rrREOUIREO F2AT HFAD CANLY*zTE ANgiORS REQUIRED F. t °R �� Q. D. (SEE scWF�uLE DT}SHEET,4) g TRENCH INSTALLATION VALA)ONLY FOR UP TO+70, -75 PSF A.S.O. lD HV FLOOR INSTALLATION t d HV WALK-OVER iNSTALLA,TION DESIGN PRESSURE RATING Ec FOR SPANS PER Q FAV CEIUNG INSTALLATION SCHEDULE&3,SHEET 11 I CONCRETE ANCHORS TO CU= d (SEE SCHEDULE oN 1/4•Q trrr Wda rAP�c/ w m f �� 1 t EXISNaG SHEET 15) MalnetD n+�sAttsir/ ) EX157ICG �G T ua�su�r�w•en ro awss �'— iEGeALIX:f ai t/a'0 iWaa5 CLASS .+�. -�QtT�laai p 5ti[i Io � GLASS--i Fbi J/V Tm CW A, W/ L`J ux Ltviv+rml ro . M LAN. fr-W1!•p O C p 3 3 +3 �{5¢SDitNti Ot ts} r QC TTS DP TO 6-V SPAN Arm ,I 3 4'QAC.V SPANS LAf><,ER 7XlN 1 1 'I '•'1 3 3 t t 1/4- / th its T gj6.-r ug ' n'J1 2- 8 aR 2 5 �' / •• e'tASHER H"ch0 (E,p• s_�.r.„FCRlaas3 a r1/21 3 3 3 iTOC SGTiHI I � CCUL sEAL"V------t •—( 'S'' S / mN. to 12"O.C. L- 1 j14rS/4' t�X HFJ33 ' �} -- j T 3/6 + ,, ,, . r TQC SCREWS®O'c-G- T a ___ ,4Y3 4"S.DS. I ,, I t // 1/4'o-2Q.J/s'S uS • o: E _ 6 0 - ® ! -_ 1/a' : t oef-2o Hors -zo s s.ras. 1 y-- 0 s-o.c. u� 0 or N WRUCTUM ! tsEE SCHEDULE ON J 'w HUTag oC /-sHar:4) 2 7 orc i 8 / / / 2 7 2 8 j ir� 2.00`kN. WALC.L TF (DEORUBE' -_____ T 2' T- %' '' &RV � T•• E.D. SOLI St AS OVIF f3' . f.H. 9'OC. 5.0.5. �• Kitt. -. CO+cWE J t 7/a� CONCRETE ANCHORS NOTE ta(n) 4 icy) NOTE POURED c( EDULE ON ON SHEET T / ! / ! /r OR CONCRETE BLOCK SHEET 14) DR CONCRETE BLOCK RED CONCRETE W4 SKEET 9 REaWT:cED ORREQUIRED CONCRETE �KEYSTONE MOUNTING INSTAL TION CATfOttAt POURLT) W)MAa AS D,rUWJ PMSG:+6..-72 PO i�V WALL FLOQR INSTALLATION © HV WALL WALK-OVER INSTALLATION ,,,,,Q AW stWM SAAII ar-W FEaUt�ED OJ HV RAINGUARD INSTALLATION t HIM. t THIS Ngi FaR COMgl+yanart OP 5�'CTiQ"1a 1F, nBLE nWHEN ERFORMED.EDGE DISTANCE ADJGVAB TO AN OPEPABI.E QUT' f SEELLWTATTONS OF USE FOR,-SEE SF7ET 4 FOR TYPICAL S '�' 13) OR ENTRANCE BLADE a��� ,5 VASLY INSTALLATION DETAILS W/ C) HV BLADE �A AY TO AW INSTASECTIONS CAN ALLLAT�ro'"Eo TTtiFl A j FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' •... 02017 TILTECO.INC. 02011ETAL 7 EASTERN INC. BERTHAHVTM o. "�'�' A S A Accordion Shutter System •*: I�E C O ,mc. ■ ■ ■ ■ Liv. RAE 2 w/OR W/o wv mow '°'� American Shutter System. T2LUT TESTING It ENGINEERING COMPANY DESCFWMM OAK! M72i D1: Lc O CC Association, Inc. , ow ,s-aas 7/27/I ELITE 07/27/17 .ct'•. 6sss Its.36u st.,m.Jas.+%cru.CARD-".ILoFXA 3316 p` ,t 4268 Ytesiroads Drive 2 f ;A4 P+wne:(305)871-15M.--9: r-:(aDs)a71-suT pRAViiNG No AL NG1 1 1+ a-meEEO 000671a ram West Palm Beach, FL 33407 3 1 17-107 ^� i/J/I/i ,I WALTER A.TaW 1r.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Ix.t 44167 66 SHED OF 2d SEE END WALL C NETS 10 & 18 ON tom r•RODS®.W LOC16 V or Q OUT sir IN E1ti$TWG CLASS INSTALLATIONS W f 1 HV *,�Mw uXVATEE W LOOK 6ON ms's• BLADE W HV CENTERMATES tvMADE�,f.ALL n ADEo dw��®+�o�$�oai0 •©3� 0R .� SEE ND WALL CONNECTION �E>osrtNc GLASS DETAILS ON SHEETS 1 i (D-07 si rxz xt/6 xo-z j !• t�8 04 19•I(�3 oc i 9. 3 L/s' 7' 8 4/2` 7• — / 1/ � 1/2_ ar�+® 'POSING j i SYMMET YCAL MIME A:sCH�RS To cwt�.ErE ` C N ERMATES CENTERMATES (iOPJEaTtOuj& 8/0x3/4'S.u.S.O 12` .. ,G-� ra91:SEPAWtiiO}I (4)$1c44/z•Stas To ruBE O.C.FULL LENGHT. W HV OCK or WW/ HV LOCK 43 or To " ,uca4ArTaE�{tr) IN l�J* 3 oOs ,11) 5 t 03 t C �®�Q•C �C� ,Q�, — (� q) OUT a io-��d•���'®� HVA A HVB ��� ©+OHO io •Q„ HVC POUREDCOti�tEOR E7CG'iAtiG GLASSCONCnfTE BLCCK SPALL 10+ 5 @-&@w w REO SY METRICAL —— *—— 6 • 7 �°" s + 7 « Uev.SE SEPARATION — 8 s• 3�is+ s �E05TIr1 CENTERMATES 6 �I( .®°xl�+�$«a�8 +mow TO GLASS 5 / — _ GLASS # (S SCHEDULE f ceVhf HV LOCK QN�iEGRa} 8�+11�g�t IIs•�3a+it�4+�y GN F"EE"To GLASS I N o�naruL (SLS SCHEDULE a _ f` Ort SHEEE+'44) ( (INIERIGR) _._—__....— —..—_—_...—_—_ ���. f OUT -_ ;�ANWORS 0 f - -� ----- ----L ' * 1 1 t 1 18'O.C. a; � YAR1E5 � 3�. Ra I * - o V( , ( OUT s 1/2-MAX.SCACPt fl7, TGOr ouT 3 ( -"'R) HVE HVF** H VD I/,p/Na ,,,x���� p, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,. ozot7 TtL1Eco.INC. 02017 EASTERN METAL SUPPLY,RtC_ d1 `�• CIrN ✓ ,r sF'':9 a BERTHA HVTM A S S A Accordion Shutter System TL C►`ING. . KV.B(AADE#1 W/OR W/0 H.V.WN70W RADE American Shutter Systems Lr- 4 TILUT TESTING & ENGINEERING COMPANY Y Lv.a ocsc9mnoN tutE oRamr sr: Lc "•; �,••.� •�I(rQ��� Gess NW.eev�51,s:x.206,vatcnx GAADD+s.rtasrw>ace Association, Inc. 1 OLD 15-085 7/27/17 Ur. 07/27/17 Phone:(205)871-15]0.F-:(=)871 if 4268 LYe6traads Drive = DRAV/ING No o-moa:wt0000cotsa+:+ West Palm Beach, FL 33407 3 •`r��NAL��Gtttt Ee-0006719 4 7-107 ��Nr•+,I/1/R,1i WALTER A.TiWT Jr.P.E.P.E. SEAL//SIGNATURE/DATE FLoraoA uc 1<as7 a $H8 OF 20 ALTERNATEINSTALLATION w V "T" LOC 0 HV MALE FEMALE "T" LOCKS CEN E M ES 8 & LOCKERS 2" Wj(D.HV BLADE SEE END, CONNECTION DETAILS ON SHEETS 10 8 18 INSTALLATION 1 HV BLADE OUT IN r loom M-z MAmQwrK WA&HW.,NaCATED DN S�W 0. Wf HD CENTERIVIATES AS ML u unas sv.FtDATC:c MAN D)DETM,ICLTIna. OffAUAP N TtaS St3E£t.oo I USED SHS icoY JLiEflN msnuuTKln oETAn MT1 MrnAT tH tnrs sxLTT. SEE END WALL CONNECTION 1/1}0"®�© �"©•�a DETAHA ON SHEETS 10 8 18 f6'+aT m+uoe7 utas. 35 AtY.tC Y!{3S T14'.v,Pac. 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OUT HoC—F1yc- tom on 91 SL ( HV "T" LOCK (OUTSIDE) (� MMETRICAL HD CENTERMATES `.� SYMMF,jRICAL HD CENTERMATES �WI�OCiC ([�RtOR) �G* W/I1 LOCK (EXTERIOR)t sFos 4444 r:Lc�uaJ M3 4-T3 ALM)UFCE FTSE rWf vl�Er NU:_MT PAO I CS= tQ•���*l:J��QJ-t�Wv AS VSMIFA.CTURFD Sr AVDM CrENRr TE1RD"n.Y-POMPMT.M1EIt 40MEI' ©•O r®q©.�.1C1w aM4 CR C*Ud L v — — — — 3 yy Q *sm w11s a+1com'e rccs(D a tm(j)a>x a1 9w s 1 me mJu cam nsPvvTnz wk wa 0 HDD—HVD** FLOATING STACK 1 j JJJJIJI�i�i��a FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 1 ............... 42017 TRTECO.DIC. 02017 EASTERN METAL RIPPLY.INC. � .1VS .•�� A BERTHA o. 7 A A Accordion Shutter System t L E C Q �1{f:. K� HOE#, w/OR w/o H WINDON e1ADE % TIt1R TESTING 8 ENGINEERING COMPANY American Shutter Systema EY.No DESCMMMI DATE MAW BY: Lr- d�'t ��Q' Association, Inc. t OL0 15-065 /27/i DATE 07/27/17 {^ 0 A:'< 11 635514.W.h (�sR�w-1333o.F..:c3osrs7noaw sals 4268 Westroads Drive z pRAWING No / "" fat I11 a-1oT cuew4coLcw West Palm Beach, FL 33407 3 -._NNAL EN 1f Ee.E0007l0 17-107 ' ''• rrrN„t+xt 1SXLTFN A T2tt1`71.P.E. 4 P.E. SEAL/SIGNATURE/DATE �o aw u`.p<"s7 6 SHE 9 OF 20 _ POURED CONCRETE f�' POURED CONCRETE tt COP1CREiE POURED CONCRETE OR I �' • �l / OR CONCRETE OR COtxRETE � j OR CONCRETE REQUIRED CONCRETE QUtCREIE BLOCK WALL / '' BLOCK WALL REQUIRED �•Vr BLOCK T.•ALL RECVIRED .,tir" BLOCK WALL REQUIRED EXISTING GtISs I EXISTING CLASS I. CGNCREIE ANCHOR" EIQSANG CLASS / 'j'— I j / 2-WN, EXISTING GLASS [ ��/ 0 16'O,C. 'F A7N SEPARATION �.�. i TO GLASS(SEE T i` MM Sas ARA1Xb1 i SCHEDULE QV S'ffET i 7D C3A55(SEE I �% i Lrtl.SEPARATION EQ EQ�y .0 MAS SEE 11 FOR B EpFh'D i'�, I i SOKEDLUE ON / Ir. TO GLASS O SHEET SOfrD•SE Qt E,k4�sr 1 j1s':3'MAX. ON SHEET 19 FOR ./ i ! ®AFSi i 'r " / WOE 11 FOR BINE 090 (6063-16)CANT. 1 r��p19A� 1/2 f ON SKEET is rTR DtltDESpL Q 1 7^—" (EGCtTE AT S ,ON SHEET 19 FOR ALUM.CLOSER _ l E 510E\;.7 �'ES'O3 Qt PLATE.(LOCATE 1/2 ( ! BtADfSpAc G� I AT EITHER SIDE MIN ` OF S) OF 4U} I r/x"nrsv. i USE r OR z-MAx. MIDRta s/2•s.e1,s. ( I _--- — U�APPUCASLE)x2:t/8%JAT 16"O.C. / (6C63ALUI&-T6 CUP AN'{YE O.C. � �( ��� 4 (6063-T6 ALLOY)AT MNH(t)jIDxI/2-S.M.S.rap4 (2)1/4.0 TAPCONS ANCHOWALL AT r'O.C.(LOCATE S OE CO, ECTKIN i QR EE DETAIL X F � EITHER SIDE OF(4)QR p SEE DETAIL X FOR i QR ( Ta TRACKS SIDE CONNECION «�«©'O7«©' ' n SIDE CONNECT «®« •�°'®TOTRACKS w w 6 7 w$ f0•®« «®-� • « TO TRA •®o°�•�Q•�® ���-1�6n®•®«®®A;,�.,,�®r��w,,yy���� �j�S•,!®mow t®.,t•8� $��•�w V•`C9'«®-®«�.Y•K:f«l'Y'ti.7 $•,C'1w ,�+�, i w,,{{��,�T� �.;1•�«�•�«�:J'`t1«1;y'�s v-�«®-VJ«V'`�a`�� O � �'®«�� t:.7•C7 END COQ!JECTION Di TTAiL(�i END CONNECTION DETAIL(2 END CONNECTION DETAIL�3 SND CONNECTION DETAIL 4Q i REQUIRED ONLY FOR SPANS GREATER THAN. 12'-0- POURED CONCRETE OR r7AN.O. \ EXISTING CLASSCONCRETE BLOCK WALL JM 44/w `a^"TSO GtA.5 i 91D•o ls : . MIR SEPkw;0N ! , ~1 ----- SO4M tE ON SHEET i ✓ TO CLASS(S;E 1 ' ---- -- ' �-------- -' - ORgOR i@OR ----- --it FOR HHA19 pR\D CONCRETE f" 1/2•WIN. SCFfEAItE ON SHEET ,13!s�19 Fat ATtaroR o � n FDR aADEpu� 4 __--_- i oR t oR i oR i ED L3Kk5p&�i tz`o.c J 1 5 pON SUM b�FOR L---- DRi @ 16` O.C. �.r'-Y---- 1/x"Wt. I - /' �� - MINI EQ _ _ 1` ! OR S@CRa CR 2"Nlli. � _—_--i �• ;`2`MWOR i�OR i(�. . j ♦SEE Ut�e,'ATIONS OF t1SE rOft ��W y i BLADE�'ON SHEET 19 '@--(q _LIS•. _ ' # S ' / (60R PLAN T POURED CONCRETE t QR �• vAQw®a©O«� 1D �« END INSTAL LATION GR Q 1 'Q �•�„©•®« _ cEBLOCK RIECoP-� YJ 1 HV BLADE OR q1 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q Q �«� «C7 ps«1F . NNEC ION I)ETAIL @ «®•Q FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 6'2017 EASTERN METAL SUPPLY,INC. 1jGEA ' •.vy 02017 TUTECo.wa BERTHA H ri: TM 1L�Oi A.S■S■A■ Accordion Shutter System American Shutter Systems H.V. RADE t w/OR W/0 NV.yAPAUAI.ADE 71LLR TESTING & ENGINEERING COMPANY y �`•H D c1l (10 out OPAWN By.- L.C. ct Association. Inc. 1 010 15-0$5 /27/1 DATE: 07/27/17 t�fi•jA w �\ $355 NW.36tH.Sb,Sty 303,YAFNA OAGL0IS.FLOW.3358 Fl—:(305)971-1530.I—:(3OS)87t-1531 42B$ weStrOOi(S Drtve f DRAWING No -.MS+�ON� ��\'Flt1t 0-.M:O 78tcom West Palm Beach, FL 33407 3 17-107 �!-•�r..srr•'''` FLORIDA AU�p 167 S SHEET P.E. SEAL/SIGNATURE/DATE $ 10 0 20 SCHEDULE #1 SCHEDULE 02 SCHEDULE #3 MAXIMUM SHUTTER SP�Lt OR -L-- MAXIMUM SHUTTER SPAN* 'L+' MAXIMUM SHUTTER SPAN*'L+- ft.). FOR INSTALLATIONS VI/ iNSTAILATION LE450Q ( /�YFd� OR 'L-'(tl} FOR OR "L-" (it.} INSTALLATIONS - GENTERAIgjE3.® do®or t1??YY or lJ tNSTALLAT10N5 LY/ y{ M CONCRETE & WOOD (1) L+:MAXIMUM ta.LOt ABLE SPAN FOR A GIVEN VJf ONE HONE H.V. LOCI{ � or �or�or ��� &)WI ONE HV LOCKS MANSORY POSTIVE A.S.O. DESIGN PRESSURE RATING. HD LOCK (9W/ NO LOCKING RODS Or ONE HV LOCK or or L-: LUX.ALLOWABLE SPAN FOR A MIEN bIEGATt'iE CENTERMA 28 29 Vtf ONE Wj NO LOCKING RODS ORWf NO LOCKING WALL A B. C. D. E M, N. O. P. 0. A.S.D.DESIGN PRESSURE RATING. ODS MOUNTING F. K PA L R. S, &Y. HGJ'T" LOCK 30 VJ/Tt b LDi'C NG (SEE NOTES t.'hl) (VAUD FOR UOUN TING{Ii (2) PROCEDURE TO DETERMINE MaX1MUM SPAN FOR RODS 35 TOP Fi BOTTOiAf85EE SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U. YJ& X WALL MOUNTINGS(TOP/BOROM)OR FLOG/COLING: GONA+ J/�� CONCRETE&R900 MOUNTING 794 fNSTAtLITUOtiS U eWeuwr uAzvta CONCRETE &td wUAO�CasCrr tea,t>tswN iNtt un NS , r4s� INSTALLATIONS GN£N A POSITYE AS.D.DESIGN PRESSURE RATING, Fptu� y p Rt DETERMINE VAXIMUM SPAIN'L+'FROM SCHEDULE. t suae WALL USXJtIT1fiG fLgOR/CEtUt.GPATM $ RAMC n DCR/CSUW UOUNtitt4 GIVEN A NEGATIVE AS.O.DESIGN PRESSURE tiA71NG, MOitlNitntG C r•T 1 FLOgR/CatING f.U0CNTIHG C V "T T FLOUR rrai.u0w+rurG DETERMINE MAXCAUM SPAN'L-'FROU SCHEDULE. L4 4 04 L-ifl) t t (9) t-{� L+ (a) t-(d) L t (fn) t-CIT 0 UA-OAUM SHUTTER SPAN'L+'OR FOR 30 OR f6'-0' 116-0' 16'-0' 16'-0' 30 16'-0' 16'-0" 30 t6-0 76'-0' INSTALLATIONS INTO MOOD SHALL,BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL TO 114E 35 74'-10' 14'-10' 15-2" 16'-0' 35 14'-IV 14'-10' 35 15•-2' 16'-rd" 105DSI.A-5.0.DESIGN PRESSURE RAIRNG. TAIJlANUM DETERMINED SPANEEIlYEErt'L.+'AND 1- 40 13'-10" 13'-10' 14'-2` 15'-2' 40 13'-10` 13'-10' 40 14'-2' 15'-2" (3)PROCEDURE TO a_gVWUIE 11AXUUM SPAN FOR 45 13'-1" 13'-1" T3'-4' T4'-3' 45 13•-1` 13'-i" 45 13'-4' 14'-3" t INV CORNER CENTERMATE$3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 72'-5' 12'-5' 72'-8' 13'-r 50 12'-5" IV-5' So 12'-3' IS-I" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS MN/FLOOR/CEIUNC MOUNTINGS- $HALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-f0' 11'-id" 72'-1" 72'-11' 55 11'-10' 11-101 55 11•-1' 11'-tY FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4" 11"-7' 12'-4' 60 14'-4" ti'-4" 60 f0'-2" r0'-11' NOTE Q5,SHEET S. RATING: 65 10'-10' f0"-10' 11'-1" 71'-11' 65 10'-10" 10'-10' 65 9'-5" YO'-1` DETERMINE U+= MAIC.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 to•-6' 1q'-s' IW-9' 11'-s 70 to'-6' 10•-6" 70 W-9' 9-4" Ls+=MAX.SPAN FOR FLoOR/CEILING MOUNTING 75 ta'-1' 10'-1' 10'--4' 11'-1" 75 i0•-1" w-1' 75 f f EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 60 9•-IO' 9•-10' IO'-O- TO'-9' 80 9'-10" 9'-IV SPAN 2+'OR'! 'AND MAXIMUM ASD.CESitiG FOR A G VEN NECATIVE A.S.D.DESIGN PRESSURE 85 1 9'-6" 9'-5' 1 9'-9' 10•-5' 85 9'-6' 9'-6" PRESSURE RATTIG FOR INSTALLATIONS INTO COINCREIE RATING: 90 1 W-3' 9'-3' 9'-5' td'-t" 90 9.-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLO[JS DETERMINE: 95 I.-0' 81-9' 9'-2' 9'-L0' 95 W__V 8'-9' I- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX.SPAN FOR'NALL MOUNTING INSTALLA1101,M _ UMTEO TO +64,-72 Pz./.AND 8'-0"SPAN, SEE L2--=MAX.SPAN FOR FLOOR/CEILING MOLLIMIG TOO W-9' 8'-4' 9'-0' 9'-7' 100 B'-9' 8'-4 MOUNTING M@ON SHEET 7. INSTALLATIONS. 105 8'-7' r-11' 8'-9' W-4' 105 8'-7' 7'-n" 110W- -r 8'- 9•-2" -1,10 W-4" rr- FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL To THE 115 8'-W-4- r r-3' 6'-4' s'-11' 115 8'-2" 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN"b+'.12+•.-L,_'AND'L2-' 120 8'-0" W-11- 8'-2" 8'-9' 1 120 8'-0` 6'-it" (4) GO TO ANCHOR SCHEDULE%VJ1H FINAL MAXIMUM 125 7'-10' W-87 W_V W-57 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATPlc-:.S.D.DESIGN 130 r-8' 6'-5' 7'-id' 8'-t' 130 7'-8' 6'-5 WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' S-2- 7•-9' r-9' 135 7'-r 6•-z- MINIMUM SPACING. 140 7'-5' 5-11' r-7' 7'-6' 140 7'-5' S•-1," ASTM E-1996 SEPARATION 145 7•-3' S-9' r-5 7'-r 145 7•-3' 5•-9' TO GLASS 150 7,-2' S'-r 7'-4' 7'-d' 150 1 7,-2' W-7" 155 7'-0' S'-5' r-:r 6'-V 155 r-q' V-s' 1 THRU 3 1" 160 6'-T1- 5'-2' r-r 6•-r 160 W-n" 5'-2" 165 W-to' s-r' I 7'-G' 6'-4' 165 6•-10" S-1" 170 6'-9' 4'-11' 6-tt- W-2- 170 S'-9" 4•-11" 175 6•-7- 4'-9' W-9' 6'-0- 175 6'-7' 160 6'-6' 4'-e" 6'-8' 5'-l0' 180 6'-6' 4'-e" 1 H V BLADE 185 s'-5- 4'-6' W-7- 57-6" 185 s-5' 4•-s` 190 6'-4' a'-5' 6_6" 5'-6' 190 S W-4' 4'- " 195 W-3" 4'-3' is-5 5-57 195 W-3' 4'-3" 200 W-2" 4'-2' W_4 5'-3' 200 6'-2' 4'-Z" 205 s'-f" 4'-1' 6'-3' V-1" 205 6'-1' FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone \t T =r 42017 raTE4o,R,4 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTM Accordion Shutter System A.S.S.A. KV MADE#1 W,DR W,o KV.1MN�,aME TILUT TESTING & ENGINEERING COMPANY American Shutter Systems orsamrinn ant DRAWN Ox:1rtcv.LG. TN�1YEtt6' @�� Association, Inc. t OLD 15-oas /z7/1 a<,e o7/27/n �A ',, ,<NA 11 atsA A.W. .( sr,71 Sas.K I- (WS),na53 ut 4268 Westroods Drive a 4�-- V-t Pho e:(3a5)87t-,ut .Fes:{SaS)871-753i DRAWING No tf U \ ,11 a-R�t WfeeaOew.can West Palm Beach, FL 33407 s I� Ay C� ,rt t8-CfA67t9 17-107 7.L ,r' WALTtR A.TUU t.P.e. 4 P.E. 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SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASID,DESIGN NEGATIVE RESS"ItRF RATING AND A CORRESPONDING MOUN))NG TYPE FOR CONCRETE OR CONCRETELOCK INSFALAMIS (STA MOUNTINGS 1_a.&H ON GREETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUPED 00.vCRETE/CONCRETE BLOCK POt7AEDComm= (A) TO DUSTING POURED CONCRETE:(Min,rc-3 W) ttAX5N1iM @1VAE1.SRL MOUNTING CELUNG MOUNTING 1,:!FLOOR MOUNTING - 1/4'p TAPCCH OR TAPCON WITH ADVANCED THREADFOW TECHNCLOGY ANCHORS,AS MANUFACTURED BY LT-W.SURCE)L(W-Fe-3 bj Spm ANCHORS SPACINGEND FG -1/4`0 IT 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Lan.rc=3 Dao) (it) ICS.01 144ME PRISRA FAnt LSD.TIM IcTATM&T13SMS-E runs,TA9)kSM CC=RUKK FMSM'.E PAN72 - i/4"p HLIU€TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.re-2 wij TAPCCN OR1/4 0 TAPPER+ANCHORS AS NANUFA URED 6Y POWERS FASTENERS.INC..ARID OiSRGSUTED BY ALL PUNTS SCREW.BOLT&SPECIALTY � 30 44 6a 75 SO t20 120 �5 40 ea 75 40 728 16O 205 36 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - OOMFANY OR ANY OTHER APPROVED LICENSED OR AUMORIZED VENDOR REGISTERED WITH THE AUERICAN SHUITER SYSTEMS ASSOGATOB,PTC. 14 t2 10 9 5 8 5 59 14 12 10 9 a a 6 6 14 12 10 9 a 5 8 B THREADFORAI 7ECHIWLOGY A.rc m 3 W) 3•-O' 14 12 10 9 8 a 0 6 14112 10 9 a a 6 6 14 12 TO 9 8 8 6 6 ALL POTNIS SQUD-SET V7rR{ESS 14 12 t0 8 8 8 6 6 $4112 10 9 8 8 6 6 14 12 t0 9 B a 6 5 BLUE TAP 1Y/C13 NOTES: t4 12 10 9 8 8 6 7 is 12 TO e 0 8 B 6 14 12 t0 9 8 a 6 9 AI)WAIM A EMSEDUENt INTO POURED CONCRETE OF TAPCON OR TAPCON WIN ADVANCED THREADFORU IFCH1MrLOGY ANCHORS AND TAPPER+ 14 12 10 8 8 7 5S 35 14112 10 9 8 8 6 6 14 t2 t0 8 a a 6 5 TAPPER+ ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2`. 4'-O- %4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 itl IT B 8 6 SS T- 4 12 1019 8 a 6 4 14 12 XO 9 8 6 6 4S 14 12 10 9 8 6 4 35 A.2)t4MMIA EMSEDUENT OF 1/4*0 x 3/4`ALL POINTS SOW-SET ANCHORS SHALL 9E 7/8'it4t0 THE POURED S7DfiCRETE.ND EMBFDUENT 14 t2 10 9 8 8 6 45 14 12 TO 9 8 8 6 SS 14 12 10 9 8 8 6 4S • t9iRAt10NS OF IBC FaR "M STUCCO SHALL BE I'MMITED, 1/4-0-20 SS.MACHIN€SCREW USED SHALL BE 1 1/2'LONG U1241 A SHOULD STUCCO 14 12 t0 9 7S SS 35 - t4 12 LO 9 8 8 6 S 14 12.10.9 a 7 55 4 01151,AND I-UffiDAUM FOR WALLS WRH NO STUCCO. 14 t2 t0 9 a 8 6 6 14 12 10 9 a a 6 53 14 12 10 9 8 0 6 4.5 iNUdE 1,lly trN JEtt iS 5'-O' TL 12 10 9 0 7 4 - t4 12 t0 9 a 65 5 3S 14 12 10 8 &5 S 3S 3 A.3)IN CASE THAT PRECAST STONE,PRECAST COLICRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DMMG WALL OR FLOOR, !4 121101 9 8 7.5 45 - 14 12 70 4 s 8 6 4S 14 121101 9 8 6 45 75 ANCHORS SNAIL BE LONG ENOUGH TO REACH THE NAIIT STRUCTURE BEHIND SAID WALL RITSHES.ANCHORAGE SHALL.B£AS INDICATED ON %4 t219.517.5 6S 4S - - 14 12 to 9 8 75 55 4 14 12 t0 9 8 6 45 3.5 NOTES 0.1)&A.2)ABOVE.FOR INSTALLATIONS OTT VINYL SONG OR EIFS WON OR WRHOUT METAL STUBS;CONSULT THIS ENGINEER.FOR 6'-0• 1412 11019 8 8 6 - T4 12 10 8 8 8 6 5 14 12 10 9 8 95 5 X5 INSTALIARON INTO EFS WITH METAL STUDS SEE SKEET 20. 14 12 10 9 7S SS 3 - 14 12 TO 65 7 55 4 3 14 12 8 6.5 SS 4 3 14 12 10 9 B 6 - - 14 t2 SO 9 8 65 S 73 t4 T2 10 8S 8 5 4 - (e) TO EXISTING CONCRETE BLACK'(ASTM C--SO) t4 i2 6 8.S SS 3 - - t4 T2 10 9 $ 65 4.5115 14 T2 10 a 7 3 3S J -t/4 0 TAPCON OR TAPCON WITH ADVANCED UWAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SLUM t4 12 fo 9 a 0 - - 14 12 t0 9 8 7 a 14 12 10 9 7S 53 4 3 - 1/4'0.3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COu.PANY. 7'-0' - 1/4.0 BLU£TAP CONCRETE ANCHORS W/CAP AS MAMDFAcTU=BY FLORIDA FASTENERS DIRECT.INC. 14 12 t0 8 65 4 - - 14 12 9 75 6 45 3.5 - to 05 7 S5 4S &S - - - 1/4.0 TAPPER+ANCHORS AS MANLrFACTUREO BY POWERS FASTENERS.INC.,AND DIS RAIMED BY ALL POINTS SCREW.SOLT&SPECIALTY 14 12 TO 65 7 4 - - t4 12 t0 9 75 55.4 - 14 12 9 7 74 CS - - COUTPANY OR ANY OTHER APPROVED LICENSED OR AUTHOWED VENDOR REGISTERED WON THE AIAEROAN SRUITER SYSTEG ASSOCIATION.INC. rF %/ -!-At 45 - - I4 12 f0 S 75 55 4 - i4 72 9 T 6 4S 3 8._O. 14 12 10 9 9 6.5 - - 14112 TO 9 13 6 4 = 14 12 10 8 65 S 35 = N07�; 14 T2 05 7 55 3 - - 14 12 8 65 5S 4 3 25 9S 6 5 4 3 - 8.1)IANtPiJ.UM EMBI3I/ENL INTO CONCRETE BLOCK SfF SAPCON.GLUE TAP W/IAP ANCHORS AND TAPPER+ANCHORS 5 S 1/4-AND TAPCON I4 12 S5 75 6 - 14 T2 45 a a5 3 - 14 12 8 6 6S 4 - NOR,ADVANCED WREADFORM TECHNOLOGY ANCHORS IS 1. , 43 9S BS S AS - - to 12 10 8 65 5 - tf 12 0 65 3 4 g'�. 14 12 10 4 6 - - - 14 12 EO 9 TS 45 - - ft 72 a.5 1 55 4 - E1.2)UWA M EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOU D-SST ANCHORS SHALL RE ENnRELY EMBEDDED INTO THE CONCRETE$LOCK.NO P tS 75 s 4 - t4 11 7 &5 5 3S - 11 8 5S 45 3.5 - - ENBEDtL?lf INTO SR=O SHALL 8E PERUIT M 1/4"0-20 SS.MACHINE SCREW USED SHALL EE 1 1/2-LONG WNWJU SHOULD STUCCO T4 12 8 65 45 - - 14 12 8S 7 55(4 - 14 105 7 55 6 4,5 - - DOST.AND 1-MMIUM FOR WALLS WITH NO STUCCO. 15 aS 55 4 - - - 14 12 S 1 7 1 6 45 - - 14 11 7 5614.5 35 !0�-D' 1< 12 10 8 75 - - - ti 12 t0 8 65 3 - 14 T2 8 8 S 4 - - ELS)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEIR RS FOUND ON THE D1SMc WALL OR FLOUR, 14 tO5 7 5 35 - - - t3 45 6S 5 4 3 - - 10 7S 5 4 3 - - ANCHORS SHALL BE TONG ENOUGH TO REACH THE ALAN STRLCTURE eENWD SAID WALL FINISHES.AhYHGRACE SIAL BE AS INDICATED ON t4 i% TS SS - - - - t+ its 4 6 S 4 - - 25 95 6 5 4 4 - - NOTES ETA)&B.2)A$OVE FOR INSTALII.TIONS ON VINYL S9004 OR EFS WITH OR WITHOUT METAL STUDS COUSMT TICS ECINT'£R. 405 a 5 - 14 12 5 65 55 4 - 13 10 65 5 4 3 _ _ FOR LIZMUAION INTO EFS WITH NEFAL STUDS SEE SHEET 2D. I T•-0• t4 12 10 - - - - 14 12 9 7 a 45 - - 14 a5 7 55 45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOWAENOATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 125 9S 5 - t2 S Is 45 4 3 9 7 43 1.5 3 14 t0 7 - - - - - X4 TOS 7 55 4S - - - Tts a5 SS 4s 75 - - - (p) SEE SCHEDULE BELOW FOR EDGE"DISTANCE(ED.)VENSTfi SPACING RELATIONSHIP FOR ANCHORS. 84 7 4S - - - - 14 115 7S 6 5 - - 12 9 6 4S 4 - - S2._0. T4 t2 10 - - - - - 14 12 a 103155 ^ - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING MMQUL FOR ANCHORS, ITS$.S 4.5 - - - - - IS 8 5.5 4 35 _ _ _ 8 6 4 J - - - UMAM ANGOR SPACNGS ARE VAUD FOR EDGE D"STANCES INDICATED BELOW FOR E D.LESS THAN THE INONCATED.RETAU[E ANCHOR SIAOKC. SS fi.5 8 - - - 1319-S 63 S 4 _ _ _ LLS 8 S ♦ - - - BY MULTLFI.11NU SPACING SHOWN Ott SCHEDULE BY THE FOLLOWING FACTORS. 9 dS - - t4 9 S 7 S5 4.5 - - 11 Nt5 6 43 33 - - - REDUCED'S ACONG CSTARIW USING FACTOR SHALL 140T BE LESS THAN MINIMUM SPk^.ANG ttOKATED FOR FAIN ANCHOR TYPE t4 12 - - - - 14 Sts 7.516 5 - - - 12 9 6 4.5 4 - - TAPCON WIT)t ADVANCED FACTOR TAPPER+ a5I a - - - - 10 7.515 4 3 - - - 7S 55-I_.!- - ACTUAL ALL POINT SOLID SET BLUE TAP W 12516.5 - - - - - 12 9 s 4s 4 - - 95 7 s 4 - _ _ _ �� OR EDGE TAPCON THR[ZAOFORM TECHNOLOGY /CAP wN.SPACING 8 6 - - - - - 13 95 65 5 - _ _ _ NOS 75 5 4 - _ _ T! DICTANCE 14 t2 - - - 14 OS 7 55 - - - - XS eS 55 45 - _ _ _ E,D• MHN.SPACSiG*•3` U[rL SPAGtNG a 3' UID.SPACING 3 t/2" MIN.SPACING m 3' 3 3/4' 4' 10 12 _ _ _ _ _ _ 9 7 7 35 - - - i 1. 3.5 3 - - BLADE W POURED CONCRETE& ppp�L*jM OMCFTE$Opt PCURIED CONCRETE& POURED CONCRETE&TOId-D Lt?IId:TE MOM STOOK V WINDOW CONCRETE Bloat Am ER..3 I/t LUN.M.2!/t CONCRETE BLOCK CONCRETE BLACK MX ED-3 I/2'wt EO.2 t/Y its a - - it a SS 45 - 9 6.5 45 - 14K E0.e3` Lal M.3 11r MIL ED-3- 7S - - - - - - 12 9 6 - - - - 95 7 4.5 - - - - 3- to 0.90 1.0 0.78 1.0 0.64 1.0 ts-d- 14 - - - - - - 3s TO 6s - - - - - 105 a 5 - - - - BLADE WORKING 2 r/z' osl IA - 0.87 IA 9 - - - - - - as 63 4 - - - - 9s 3 3 - - - JN UNISON ♦ 2• 0.71 - to - -1- - 10s 6 s - as 6 4 - - - - 795 55 - - - - 9 s5 45 - - - - 1 3/4' - 0.91 - - - 0.43 - 18'-D" 10 75 5 - - - - 11/2' 0.35 - 0.35 - 6 6 4 3 - - - 9S - - - - 9S 7 3 - - - - - a 6 . - - -} FLORIDA BUILDING CODE{ on-High Velocity HUrriCOne Zone TTL11 A`� // - 02017 TNLTECO,INC. b2017 EASTERN METAL SUPPLY.INC. +++ y1 ..... ••4/��_ BERTHA H TIT yrsOg� A A Accordion ShutterSystem _ T. . ■ L� . H V. MADE , W,OR W�O FEN,V 1NDf7N MAX TTi.UT TESTING & ENGINEERING COMPANY American Shutter Systems Mv.itocsCRNr1101N DATE CRAM BY: LC. 0355 NX.SBM.Be.Si..Sas.11RG3dA tARaD.s.CtrraoA 331E Association. Ino. 1 OLD 15-065 /27/L DATE: m/27/T 7, Ph-:(30.5)871-1530.Foe:(305)871-4531 t Pal W Beach, Drive 2 DRAWING Ito ���1d e- t� %g eom West Palm Beoch, FL 33407 3 ! 4 17-1{37 +..�Ui/O'••••••E•, U'`�iXTi %,ALTER A TILLR Jr.P.E. P.E.-S614J F1AT(69 DATE FLORID ite.!44167 c S3 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Oaf) AND,GDRRESPONDING MAXIMUM ANCHOR SPACING (inj SCHEDULE EOR A GIVEN MAX, SHUTrEk SPAN NEGAM E A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDIN• MOUNTING TYPE, (SEE UODUM4GS ON SHEETS 16&17), SOUTHERN PINE Na. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No_ 2 W/ MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN.COX 2 W MIN.G-0.55. FIR NORTH PIR SOUTH DOUGLAS FUR W/MIN, G=0.50 W/MIN. G=0.43 W/MIN. G=0.36 PLYWOOD 00 W/ W/ MIN. G=0.43 W WIN. G=0.36 l WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M, N. O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. Wal MOUtmNCS B.p.wal MOUNitNGs B.O.WALL MOUNTINGS W&X W&X W& X P &Q S&v S&v S&v • ¢xlt lf4:iES�IlfL 2100641 OCa71 NexE+tO3E¢¢+6 tF'j maNDt8 KEW_TagC4 t=WMERMMS04w ka 23a8.Tt3E MMMM04 wNTa5wo MGM 1E3M0CwRSi�.,zwG(4 mTi Kg a RMTSTE 0130 two o@XHIRMFM WC(;AIM T�TrE=MM MC(4 30140160 75 90 05 30140160 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 OS 30140 6p 75 90 05 30 40 60 75 90 1105130 40160 75 90 05 30 40 60 75 90 05 30 40 -60 75 90 05 -0^O2 12 10 10 9 8 8 6 5 6 6 6 6 12 10110 9 8 8 6 fi 6 6 6 6 12 10 10 9 8 8 6 6 616 6 6 6 5 4 4 4 3 12 12 12 12 72 t2 12 12 12 12 12 72 I2 t2 22 t2 12 12 4•-w i2 10 10 9 8 6 6 6 5 6 6 6 12 10 10 9 8 8 5 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 g-0^ 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 616 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 04 o-0' 12 10 10 9 8 65 6 6 6 6 5 45 12 SO 10 9 8 5 6 fi 6 5 5 4.5 12 10 10 9 6 3.5 6 fi 6 6 5 4.5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 72 t2 12 12 12 12 10 6.5 7-0^ 12 10 10 9 65 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3S 6 5 4 4 - - 12 12 12 12 12112112 12 12 12 12 0 12 12 t2 10.58.5 7.5 8•-o' 12 10 107.545 3 6 6 6 5 4 3.5 12 10 10 6 3,5 - 6 6 5 5 3.5 3 12 10 10 4 - 6 0 S 4.5 S 3 6 5 4 - - 12 12 12 12 12112112 12 12 12 11 9.5 12 12 11.5 9 75 5.5 B'-a' 12 10 10 5 35 - 6 6 55 5 S 3 12 10 9 A - - 6 6 4,5 4 3 3 t2 10 413 - - 6 6 4.5 4 3 3 6 5 3,5- - - 12 12 12,12 12 0 12 12 12,11-f 9,5!8.5 12 12 10,8 65 5.5 t0•-0' 12 10 74 4 - - 6 6 5 4 113 - 12 10 6#3 1- - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 5.5 3 - 6 5 - - - - 12 12 12 112 t.519.5 12 12 12 OA&S 17.5 12 12 9 7 6 5 I r-D^ t2 to 55 - - 6 6 4,51- - - 1%210 43- - - 6 5.5 35- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - 12 12 I2 12 10 E5 12 t2 i2 9.5 8 7 12 12 $ 6.5 55 45 12 10 45- - - 6 6 4 - - 35 da6 5 3.5- - - 12 10 - - 6 5 3.5- - - 6 5 - - 12 12 t2 7. 9S 8 12 12 tT 85 7 6 12 15 7.5 6 5471-0^ l2 10 - - 6 6 - - 4,5 - - 12 .5 - - - 6 4.5 - - - - 6 ,5 - - - 221214-0' 12 10 - - 6 5.5 - 4.5 - 12 7 - - 5.5 4.5 - - - - 6IV-0' 12 - - - 6 - - - - - - 12 - - - 5 - - - 6t6`-O' 12 - - - - 6 - - - - - - - - - - - Ii. - - - 5 - - - - 6 10 HV BLADE OR d) HV BLADE-W/ HV WINDOW BLADE WORKING IN UNISON* .nU9�A11GYS a USE FOR 6lAlp ON SHTET 19 t NOTES ON ANCHORS REQUIREMENTS, tYOQD SUBSTRATES, 1.ANCHORS TO HALL.FLOOR OR SOW WOOD SOrM SHALL BE AS FOLLM; 3.SUBSTRATE SHAU.COMM OF THE FOLTOWTa -SOUTHERN P"NA 2 W/0-0.55(NDS) -t/4"0 TAFCON ANCHORS AS MANUFACTURED 6Y LT.W.6N10EX W/WAUM D6EDMFI(T AS wCATEO AT -DOUGLAS FIR W/0.054(ND.4.) EACH SECTION ON SHEETS 16&17_ -SPRUCE PUS FIR NORTH W/0-0.43(NDS.) EXCEPTION:SEE NOTE 2 SCLOX -SPRUCE PINE HR SOUTH W/C-0,36(tTDS.) -MIN.1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER LtMMO TTPE U,SHEET 17 AND SHAUL CONS=OF LAG SCFWNS AS PER NOS 2615 SPECIFICATM& 4.ANCHORS SH"BE tHSTALL D FOUDWAO ALL OF THE RECCIaGD,"DATIONS AND SPEC'TIMINK OF ITM ANCHWS MANUFAOTURM TA4UFniiiris•se FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' tYt###_�p�,-• �/�o. 02017 MTECO•INC. X2017 EASTERN METAL SUPPLY.INC. BETA TM rTiMg c O at■ .T ■A■ K�Acc rdion Shutter,System 1 w/OR w/o KV.vnroow MADE •a t TI LUT TESTING & ENGINEERING COMPANY American Shutter Systems 9ESawmaN DAR ORAN11 BY: LC A S• + e Association, Inc. 1 01.) 15-08s 7/27/1 DATE: 07/27/17 Y 635S KW.J61 RSt 3OS ' GARMC,FLOM-3316 t ., . ,%GOAL Dri d t Wesroos ve z t Picone:(305)872-1530.I":(305)871-1531 4268 DRAWING No �f inl•...!.....?.••' #t 6-moi bOM71 oLean West Palm 860th. Fl 33407 3 t 07 w t/�+.M� `Ait't}t# WALTER A.TILUTtJ1.KE. 4 f�•" tJ! FLOP=Ua 1 44167 5 SHEET P.E. S I 'U E/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 9 HVA- BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE71 ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING. SEE SHE EJ 19 FOR MAX SPAN t/4•o TAPCON OR A.S.D. -DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & W WORKING IN UNISON ADVANCED - rHFZ*FMM TECHNOLOGY1/4-0 TAPCON OR i W1 17/2"Min-PEKE TALON 11, TAPCON WITH A0V&NCED THREADFORM TECHNOLOGY THREADED AREA TO Vl/ I t/2•Win.OF TK ' PENETRATION OF THREADED AREA To CASTING t ME SEPAPA7100 vIC10D HEADER.( SCHEDULE ON SHEET 15) TO MASS(SEE --OOR& Q'MSK'EE-T 15) S.S.MACHINE SCHEDULE ON SHEET SCREWS W/1/4�20 NUTS I I FOR MADE IDAN07 CR ON SHIFT 19 FOR EXSTW0 ELADES 0 a \7A VV I I I OR I L--OpTI0 L NAL ET 6TNG Ent. 1 FINISH dt l 1 OR MIN HEADER REQUIRED --�DOR W 2'x4'WOOD* i1 4"0 TAPCON OR TAIRCON WITH ADVANCED HEADER REQUIRED READFORM ECHNOLOGY w/I I/z* Enswic W1.SWARCION Mi..PENEFIRATION OF THREADS AREA TO MASS--. TO CLASS(%ir To CLASS EXISTING WOOD HEADER SCHEDU SEPAR1411DIN i-I 11 FOR 'S 0A,6—J! SCHEDULE 0,12 SHEET 11) L SCHEDULE OIL SHEET 15) at S�1; IS FOR ......................... COHT-SILL ELADE PLATE REO'D. HV WALL HEADER INSTALLATION @HV WALL NEAR INSTALLATION @Hy WALL SILL INSTALLATION OAl T- .SEPARATION TO GLASS - SEPARATIONSEPARATIONGLASS SCHEDULE ON SHEET It)— Mrs— �--(SFTSCHECLULE ONSHEETIt)- 2:4`cast Wn SEPAPAPOU TO CLASS WoaD (SEE SCvEDW-E art SHEET 11) L 1/4"0-20x3/4'S.S. MF- USING 1/4'-20 N-UTS H L .I 0 12,O.0 114--20 NUTS 0 12---N O.C. VACKWE SCREWS W/ ­4 I CR@ I OR :r.4-CONT. 1=O PLATE UirL 1/4-0 TAPCON OR TAPCON WITH ADVANCED OR{q THREADFORM TECHII /2' To OLOGY E./AREA' ' I Lt"..PENETRATION OF THREAD /"o'Til CCN OR TAPCON %WTH ADVANCED DaSTING WOOD HEADER, THREADFORM TECHNOLOGY W1 1/2' 4'0 TAPCCQ4 �'x PCO it?-SEE E (SEE SCHEDULE ON SHEET 15) THREADFORM SHUTTER ASSE"LY. MI.-KNSITZATION OF THREADED AREA INTO PLYW I/A N AITH SHEET 4 FOR TYPICAL FINISH 1/2'MHN.C (!WE SCH:WLE ON SKEET 15) 2 MI. 2 2'.4' \ =On%LIEN or _UOUNTOX SECTIONS CAI)BE S- J�� I :.M 1/2'WI.COX PLYV=0 REQ'D. UD;0 1�;O.0 PCII'POOD RED FIN %7'/H/R AREA N10 PLYWOOD COMZN`IED,IN ANY%%AY TO SUIT REWD.PLYWOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY NSTAUATION. RkY WALL SILL INSTALLATION E.0 WIN.2*.4'STUDS 0 WCFLAX.O , REdO. ATTACHED TO STUDS IN FLyV'Dw TO eZ ATTACHED To SMOS 61 ACCORDANCE AXCROMCE WITH WITH SEC71ON 2306 OF THE F'ZZ- SECTION 2308 OF THE HV WALL SILL INSTALLATION ♦:.E-('gr (5 HV WALL SILL INSTALLATION F.B.C. (9) SIPHI FLORIDA BUILD[ CODE(Non High Velocity Hurr;cone Zane is"'ItIR A. 02017 TtLTECO.INC. Q2017 EASTERN METAL SUPPLY.INC. BERTHA HVT. Accordion Shutter System LIECOINC. A.S.S.A. KV. a"#1 W/OR W10 KV.w1NDGW MADE American ms 4w.w DESCRIPTION DATE DRWJ ft LC. Shutter Systems ILUT TESTING & ENGINEERING COMPANY T Association, Inc. I OLD 15-Oa5 07/27/17 HTE: 07/27/77— 6355 MR.3&ASt,St�30.5,VII0M WZEN&FLQ4CA 3316t Pt—.;(305)S71-IW4268 Westroods Drive 2O.fax t(305)871-1531 ODRAWING No 70 .--a:bIt..ft.L— West Palm Beach, FL 33407 3 ES-00079 17-107 wP.E' oILTER A.TW1J, PX 4 1 R 1 FLORIDA U.It 04767 5 E. j, � !DATE — SHEET 6 10 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR In HV & Q HV*-.,BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE M ONLY FISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESN PRESSURE RATIN2. SEE SHEET 19 FOR MAX WALLNI SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Cl)& OM WORKING IN UNISON 1/4-0 TAPCON OR 4*xS' "a r—EQ---FEO---r--------2'LW. TAPCON WITH ADVANCM M-)MOEN EDGE(IF APPLICABLE) THREXDFORM TECHNOLOGY WOOD RED. W1 1 1/2"Min.PEKEIRATION STRUCTURAL ADEQUACY HEAD TO BE CERTIFIED BY ECSTING WOOD HEADER. MACHvNE SCREWS REGISTERED V=%W OR 1/ 364'S.S. OF E)GSTING Y11000 BEAM OF THREADED AREA TO P.2�ft . I — ,--E)GSTING WOOD (SEE SCHEDULE ON S1W 15) W1 1/40 NUTS ARCHITECT PRIOR To 0-7"T—EQ— 1/2. 1 TRUSSES OR 0 12'D.C. SHUTTER INSTALLATION. RAFTER C 24" O.C.REOUTRED 1/4'0 TAPCON OR I OR EXISTING SOFFIT i F. TAPCON WPM ADVANCED Mo..THK. .257* THREALIFORM TECHNOLOGY ori 1 1/2'&rm PENEIRATION (44�1/11".COMNL AW/".TUBE THREADED AREA TO -is XPTIONAL EXISTING V4000 HEADER Av/1 a or16'0 LAC SCRE%rS 10 (SEE SCHEDULE 014 SHEET 15) (EACH or LOCATE LAG SCREWS AT 0 @ a r(C5) @RAFTER OR TRUSS. u0vvD1W OF EMSTOIG v= W"1,4- 0 (a" LEKISTING LAN 2'z4' MEMBER.(2*Wn.NOLUM.L. EXIS OPEN AT EACH w0w)W/r W� F,Wt SEPARATION TO GLASS E)GSMRG ACCEPT PENETRATION OF THREADED (SM ON SHEET I I GLASS—, 5/1 LAO SCREW AREA.VAUD FOR At C04TER Of TUOIE. INSTALATIONS WITH 7285,1 MAX.A-S,O.OMM LOAD A�0 E1= THtS 4-T MAX.MM.SPAN. HY WALL HEADER INSTALLATION Qj=On 114STALLATIOU 15 ONLY VALID I M SECT t9SaIMME 0`1 FOR WOOD SPEC= —(DOR -11 1,RR O'KE d)RO GRAVTY OF 0.50 AS DOUGLAS I - a>&q 1 04 SHM 19 FOR ♦ M OR SOLITHEM-4 PIKE No,I SHEET 4 FGR TIPCAL SHUITER ASSOASLY OR 2-UGUN3W&,SECTICHS CAN BE CGUMeD T BY CEILING INSTALLATIO IN My WAY 10 SLJIT My INSTALLATIMA. IM sa'AROW OR ♦ (014V QEIUN I G.-INSTA ION 'ezr(SM I MI:4 .,9w SEPARATION It M.SEPARATION TO GLASS E*SORG 11 MR EMEM160 To GLASS —(SEE SCHEDLILE 0.4 SHEET IIF— MAES019 (SEE SCHEDULE 1 & ION SHEET I)) GLASS�' I ANC ALTERHORNATE t Dam LOCATION WALL— 3/w WN #10.3/4-HEX CLASH 'it MSH/ I ;r.6-MIN.%VM 7 3 V12. WASHER HUD TEK DECK REQUfJtW 0 all SCREWS 0 tr (Na FT%1SH R 2'.6'UN.W0000 ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) -EDG 2- 19 EDGE OF DECK IAP DGE OF DECK DECK IF IF APPLICABLE APPLICABLE HEAD 'o TAPcoN OR 1p"g-2or-Rugs S.S. IF APPLICABLE 2 TAPCON A, CGT MACHtNc SCREWS 1/4"0 TAPCCIN OR TAPCON WITH ADVANCED T L-2- .4- TAPCON VXH ADVANCED -20 NUTS /,2 THREADFORIA TECHNOLOGY THREADFORM TECHNOLOGY W1 1 1/2 'r.5'L PLA-E W. 1/2.M:n.PENETRATION W1 Y4- 1/4-0 TAPCON OR TAIRCON WITH ADVANCED THRE0r)FO 11 MIN.— PENETRATION OF THREADED �L OF TH�ED AREA TO 0 12 D.C. TECHNOLOGY W/ 1 )/2-Lr-PEXETRAr.ON OF THREADED AREA TO 00SMIG WOO:)HEAD31-(SEE AREA To EP35IR40 VIOOD KAMt(SEE SCHEDULE ON SHEET 15) 100SRING VITIO0 HEADERSCHEDULEON SHEET 15) BY WALL SILL INSTALLATION(SEE SCHEDULE ON SHEET15) @HV FLOOR INSTALLATION 5) •SEEL)fe 0 14V WALK—OVER INSTALLATION ION FLORIDA BUILDINGCODE Non High Velocity Hurricane Zone, ........... 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. ... BERTHA HVT. Accordion Shutter System TL E7C70 7,m c7.� /177 &S.S.A. IM SIAM#1 W1 OR W/O KV.WIMM MA)E American Shutter Systems U:v.w 0CS=pMf4 DATE DRAWN By- La TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-M 07/27/17 CAv- 07/27/17 6=IM 36K st�ste.305,vtm�GARDDAS•nzwA 3346f (305)871-15311 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 x EB- 112 17-107 ONAL VO Cae67 WALTER A.TXVT Jr.P.C. P. FtOROA U�1 44167 SHEET E. SEAL/�M�i6RE/DATE 17 OF 20 END INSTALLATIONS HV BLADE OR {i�}A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -SMAS Fx= 2W f%w= P+4'PUUTA�AEt 1 1(" N 5 t O NCL f I i +�1' -O 1 STIMjij Y11L V / 57IL•5 di 1 ! .rt LV % . 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TAnONS OF USE FOR t�.1 N \ f f f tlr+tY. £¢�Dain 4 ...; SL ADE 1�r i ON SHEET 19 �It Tat 'E@Nt! `ACiAE x151iTc 1 f{ \\ \ 1 1 i t I W 9f37 19 FTA_ AQ= --.-- tsiII29A'E@RO' ,1 \�J t- alarsm°Q'g �I��r `{ -� r_ _- OR «g•,^•G-s 9•�3< �uei anal i=.•lae+a��� t eR 3 v t e�tS yJEw r a't*tJ! -�4'+- s icy rtwA ra Dt -23 b•L�C7`�?1 Gv- PLAN 6•o•t�•o•t�. e•o•e•o•o•s- DETAIL t< END CONNECTION DETAIL (j)r -CTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t1i` t✓ .. C2017 iLLTMO.wc. 02o77 EASTERN u.-rAL SUPPLY.INc. "\,Y0EPJ4-. tt�._ BERTHA HVTM A Accordion Shutter System _ o, ■ ■. ■ ■ ttv.etaDE{f1.w/OR w/o Hv.NANDDw BADE �(• American Shutter Systems ell.N "SCumff DATE DRAM BY. LC. P T 9pTILLITESTING & ENGINEERING COMPANY Association, Inc. t aL0 T5-Das /27/1 CAV- 07/27/17 6333 N.+0.361.St,Aa.305.KC07°i G1.FODM rUMA 3316 pt—:(aps)a71-1m3D.r-:(305)a7t-eal 4268 Westroads 4Wve 2 DRAWING No - �4Q ; e-moT: OW671°Lean West Polm Beach, FL 33407 3 .'A AL �C'\'• WALMR TWT J,P.E. a 17-107 P.E. SEPU/SIGNATURE/DATE ttioRD ``a u167 5 SHEET 6 18 8F 20 UNISONMRQlON SHt=R ;MW WORKING IN (7�� m�S tT'•`� • ( >tI. tLMIMATIONS AND CONDITIONS OF SE FOR 6ERTHA A G T � Y Y 1.MAX.A.S.R.DESIGN PRESSURE RATSO:+11%-110 W- 2.MAX.SHUTTER SPIE BB' 3.ALLOWED MOUNTINGS-A.0,C&H ON SHEETS 6.7:AS'HELL AS MOUNTINGS:M.0.T.U&W all SHrMS 18&17. X � ONLY CENTERIUTES�t�.®{�DOTH W/ 4 OR��ca9'r ,ARE AUAWc'"D WRFC t t%vi' ARP,U IN A S1LAE[ASW.OR Oi tG UYOtFT.tN CASE OF T. pa�ffi 1v YOIiT. 5 MIST BE U/CtUDED OMY AT 001TW9 ACCESS SIDE OF 15„00 1\ t E TTP.EA.END • + ♦ • t "� "" 5.(A)tN V11NDax BLADE(1q SHMI ONLY ALLO I A MAMMUY OF 5 OPMWS {3 HONES)FOR®PFR BLADE AT SPACINGS SFA,WN CN SKEET 4. (B)ML TOP OR BOTTOM EDGE OF FIV WIItDOFI BLADE MAX.5 70AVaS , , �' t+, of AW ro KCtE FGR SHAtt BE 12' ALtOOVED AT W14 ♦ ♦ \isfil W BLADE� ♦ _ (C)FLR5T oR BLADE C=N0 OUT FROM STARTERS AT ENDS MAY BE HV WINOOW BLAt1E�i • ♦ • • "' ! � H + _ �, • (D)IsY WOW BLADE C7`CAST BE USED ALttRNATE TO A SOLID W BLADE{}T iKPok1OH0Uf SKURER'S WLDTH. s `o • + •+ " _ ( " V.T AT�OTD�I-12 IALL 90E ALINSTALLED ADJACENT TCI A SOUR W Sl*c ErtD 1 I ? 9 {F7 POLYCARSONNATE W,BN00'N Q4 SHALL BE NSTAtLM SO UK TABS FACE CON:CCCft47(d e ♦ A s • • 9 W.) (NIEROR OF THE OPET�BERG PROTECTED.W WSNDOW fdg MUST BE _ j/f'�J oh2Y iNSTAL!£D AND LOC%E4 USING A ttt SETTING TOOL PROWDED ST ASSA. ♦ ,♦j. ,OTb•.1ON SKEETS'8 TY.� as 1.I INC. FULL HELM. I R 8.SBE A7..'.'KOR SPACING SCHEDMLE FOR OSTALIATW,S IIID WOOD FR.SME t Bunzoi`S ON SMEE, 15.AS U40TED BY SPAN AND DESIGN LOM(SEE NOTES P P �i 1&2 AWX). µ .{M 7.SEE ANCHOR SPACING SOCaULE FOR INSTAllATWNS INTO POURED r '�$ CWXRETE OR CCYIC;ME StEICK WALL ON SKEETS 12&13 AS LIMITED BY T ft SPAN AND DBsGH LOAD(SEE NOTES,&2 ABOVE). B.M24DUU SEPARATION TO CLASS SCHEDULE.PER ASM E-,886: CJ tlP TOP BO E2 MEMS) W 04 Geti:+" l.lV WNQ ZONA MRIIUUM SEPAWOION TO MASS Q H I NUMITED WIDM ION.WARATIOGLASS [ 1�3 1' ELD TION s1xEDutE CN 9ofTI mtt FDR BtAJE(}! 8.25' EX50NiG CiRSS _ A'D($i TFC+5IEET TT,'R DVLFSfl&(� RMATES '"05p, ` i26t TYP. M CAi CENTERNL5TE5i (D�( NG-c 4 AEDeE) �� i`� •`•`24''�25� TYPICALt1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADEt AA SHUTTER* �`�--- FTT'Fj'AAp ` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 11T Q+ ✓ 02017 TLLTECO.WC. 02017 EASTERN METAL SUPPLY,INC. ;jcENSF'' - BERTHAA VT,3 a. .s.A. /71 .1ECOllN�. Accordion Shutter system Dtv. BiA[1E#f w/OR W/O'KV.Wrnow FsaoE American Shutter Systems N LESt'FUPTIOU aAtt ORAG!d BY: Lc . ;t TtI UT TESTtNG & £NGtNEERING T OtaPANY Association, Inc. L OLD 15-085 /27/1. aATE 07/27/17 O''"«.Fty ; (1335 ILW.Ott.,.St,Su.VM,IR�u vRCEM.FLunA yI ORAttING No _ t FN—:(365)871-153D.Fa :t3nsy6n-,ssT 426E Westroads Drive z ......•... CO ,J .—I;ata 0-I.0 m West Palm Beach, FL 33407 3 17-1 7,1 07 a,lA4 . EBI-0096719 WALTER A.TGUT Jr.PS- A FLORIDA Ue 144167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 1' STUD WALLS 2.000'Mox. .t /,r= - Y� INSTALLATIONS WL 1 HV BLADE & HV CENTERMATES i -� r UV L Air «t I -_2 M"- 4 3b INTO METAL. * � �� ETAL SRiDS AT 76'O.C. „�,� _w W --------- 1/2` 475• 3 * T OF � t j4"0 NOMINAL GENERAL LIMI0 C ALUMINUM SLEEVE 'i 3/4 i 6 tf4 i OD35`SitJ[7m.t f43C 43a o6063-TS ALLOY ACCORDION S-OR BERTHA(1)HV BLADE ' O SYSTEM INSTALLATION TO METAL STUD WALLS mVr.cacv.51FEY.1FACX a+Aw+Ee.I d 6'O.0 0 6-O.C.1` + 3 000' ASTU A-653 awx 40 1r.=,.0-6D I SEPARATION TO GLASS SCHEDULE wisvA:r.1m FAsro+ED la s11a� , I I �I •—rte. W t2)[sn fr sssEws c4 t oasTvlG rlxtsH 39 1• MAX. A.S.D.SDESIGN PRESSURE RATING: +75, - 7S (psf} tN 12.) 6.EKFET0CR FADE AS APPLICABLE t $ 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM i MsEPARAT10.4 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TSO AR IN GLASSTILENOTH+ 1• MSTINO CV-SS To GLA*SS ('EE SOEDULE) N 4. ONLY h1ATE 21 W/ 24 KV LOCK ARE ALLOWED t THRU 3 1" 4"0-20X'3" BOLT WITH 2t ARRANGED A METRICAL LAYOUT. MUST PENECRA7E i O F USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4-x a 1/4-x 0.035'TWX fir-I eoS��G FWSH i INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF1-11-373'1�. raNx.GAL%STEEL tRACX C4tr�a_I APPLICABLE 'CENTERMATE. ,+; ? ASStt A-E55 GRAM 40 Ira.a-a+ t �{ GALVA1sLZED FASTENED 10 Srt + 1F/C2)/6x3/2"IaC SGRas av I 43c m 4R a ocs:xaz FKZ i p 6-o c 0 6"o.c / " 20 THREADS 4 0- BLADE SLACK DETAIL HVF IS ALSO VALID FOR � I L4-!O LCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADE(D O 1 PRODUCTS FAB-LOK HD 6"bO.C. COMPONENTS +c, 0-60 cuv.sHML ' t MS WALL HEADER SILL INSTALLATION ME•rx SruDS AT 16-ar- �,,.y I _EXI571NG FYIEzYl AS•7PPLTOAELE SfJ•LE 3/8 i• MP.TOP L-sorrou) .—��—��— — — —__..�•—._.—._ _�A _,.� 1 314":6 7/Cs 0035`tKC?(trot. Z�05T1N'G GLASS C-PI-V.STEEL TRACKCWVit1EE, ASTM A-653 GRACE 40 Er—0-60 _ Y FASTExEO TO STUDS " I '; SYMMETRYCAL " I '' SYMMETRYCAI J �'. 1 I 1r/t2)86.1/2-TOR FACE aTt �4 3a ¢.3b'43c. - ;` I FGH.SEPARATION vARIEs , 1NTEROR!c EXTERIOR FAtE -_ t-? `I ! = ! e!��` i 'a TO GL-SS 2 + t CEN W/: .! t. r:;.' _;CENTERMATES W/ -<i ! -? (SEE seHEOu reo, I I ! c u� I 4 EXTERIOR ACCESS SIDE, IN]ERIOR ACCESS SIDE'; -fr1F�.) - ------ =---------- --lN (6'hrn.) IN...- ..- - ¢ _ ——-------- -- --- --- --_ 12 - -- - __ — —- _ ..=T -- -- - -- — - - J !r z)42 -- 1 21— 21- 21 - 2] 1 LOCA AT 12 t _ i .� _ _ _ --i- HV r ER/SI aros VIEW ----- --- --------- --- --- --- - - 3 (6'Min.) l -- 24 SIDE CONNECTION TO TRACK {`1'-2��—� T!-CTra-)�e 112'(rrc•) -I` - -- -- r 6 llz•MAz.slhcic *� (Cont) BLADE SLACK DETAIL HVE BYC FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ffF 02017 EASTERN METAL.SUPPLY.INC- e0kt . 02017 TILTECO.IND. 1,,t+�'QtiENs !TJ BERTHA HVTM 17 1 Q N�. A■S■S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WNDOW RAM �; J/j,♦j•,-? "�T; TILUT TESTING k ENGINEERING COMPANY American Sbutter Systems acscnaN DATEauvN 6r: LC. • 6735 N.N.3514.SI„St.--M wf-� CtRO1M FLOROA 331 Association, Inc. 1 OLD 15-085 7/21(1 DAM- 07/27/17 - --STA np i fhrne:f305]l171-1530.Fa::(SOSj$T7-,531 4268 Vtestroads Drive 2 DRAWING No e-mak tzta oows West Polm Beach, FL 33407 3 O,c�;•..�OR10 ` ES- 19 4 17-107 tt�,rp A� �FI.1.A/illi.M.PX. P.E. SRI }AI Ef DATE FLoaoA Lie.B u167 5 SHEET OF 20