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HomeMy WebLinkAboutProduct Approvali 40=4,WRAFITMBUT OF 'Business & -Professional • -g BCIS Home I Log In I User Registration Hot Topics ? SubmitSurcharge Stats&Fads Publications j FBC Staff I SOS Site Map f Links j search a r Product Approval b KOM I gq USER:Public User Product ADDroval Menu>product or ADDllcation.Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.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 -I Evaluation Report-Hardcopy Received 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 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- .102 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. Approved for use outside HVHZ:Yes INC DRAWING 17-103 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 Level"D".Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 RI AE AMERICAN SHUTTER SYSTEMS ASSOC loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes F0850 R11 II AMERICAN SHUTTER SYSTEMS,INC Approved for use outside HVHZ:Yes DRAWING 17-102 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 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R1 AE AMERICAN SHUTTER SYSTEMS INC conditions indicated on schedule#1,sheet 12.And 12'-3"for DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF 30 psf positive ASD load w/o window blade and 15'-5 for 30 Created by Independent Third Party:Yes psf negative ASD load for HV2 blade w/o window blade.See sheets number 12,25,28 and 28A of Installation drawings for other spans and pressures.. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg#17- (top and bottom)for storm protection 122 Limits of Use installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION SYST 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 16'-0"and Evaluation Reports 14'-9"for 30 psf ASD negative load depending on FI-1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC centermates and locking rod configuration for the HV1 blade, INC DRAWING 17-122 PRODUCT EVALUATION 8'-0"for+64,-72 psf load for HV blade for Keystone REPORT.PDF mountings 7'-0"for+75,-75 psf for metals stud mountings Created by Independent Third Party:Yes and 8'-0"for 110 psf.for HV1 and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Roel Tallahassee FL M99 Phone:850487-1824 The State of Florida is an AA/EEO employer.Coovrloht 2007-2013 State of„Florida.::P Wcv Statement::Aaessibifrty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall 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,effecttve October 1,2012,licensees licensed wrier Chapter 4S5,F.S.must provide the Department with an email address If they have one.The emacs provided may be used for oFffdal communication with the licensee.However email addresses are pudic record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available be the public.To determine If you are a kensee under Chapter 455,F.S.,please tlkk hSCL. Product Approval Accepts: GENERAL NOTES 1. BERTHA H.V.ACCORDION S4UTTER SYSTEM WITH H.V. BLADE #3 W/OR'W/C H.V.WINDOW BLADE j3 SHOWN ON THIS PROCUCT EVALUATION DOCUMENT (P.E.U.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF TILE FLORIDA BUILDING CGDE.THIS ACCORDAN SHUTTER SYSTEM MAY BE INSTALLED AT KOH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SH:U. 6E OErERMINED AS PER SECTION 1620 GF THE ABOVE MENTIONED CODE. FOP A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6. 7. 8 & 18. ' IN ORDER. 10 VERIFY THE ABOVE CONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS S. 6, 7, 8& 1& 1N ORDER TO NJALYSIS. A WINDIFY THAT LOAD DURATIONRFACTORON HCe P.EO WAS USED fORWERE USP.IFICATON OF FASTENERS SPACINGCN�'WOOD.E IN ALLOWABLE STRESS FOR WIND LOADS WAS TABLE OF CONTENTS BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. STAGE. #3 W/OR W/O H.V.WINDOW BLADE #3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS AREA 1• HV BLADES n & -011,,.'H.V. BLADE (73 )10403.01-08 WITH ADDENDUMS 03,& .43A,DATED 4/30/14,0825.01-10.(WrTH ADDENDUM ,#2, DATED 4/30/14), 1220.01-10. 1209.01-10&0422.02-14 GENERAL NOTES. SHEET 1 AS PER PROTOCOLS TAS-201,TAS 202&TAS-203, LARGE MISSILE. SYSTEM COMPONENTS. 1-21 SHEET 2 -JN.V. BLADE d3 VIORKING 'IN UNISON 1WITH;&H.Y. WINDOW BLADE S3 P0829.01-08 WITH ADDEMDUM J2. DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202& TAS-203, LARGE MISSILE_ SYSTEM COMPONENTS. 22-36 SHEET 3 TYPICAL SHUTTER ASSEMBLY. SHEET 34 {T)N.V. BLADE 63 AND I(3 H.V. WINDOW BLADE `J3 ARE ENGINCERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18. AREA 2: HV BLADE(1)AND HV WINDOW BLADE 1nA 2. BERTHA ACCORDION Plis IQ,),'C3c.(35 OR ALTERNATE Q. SHArL BE AS INDICATED ON SHEETS 3&4.USED AT 01ADE'S KNUCKLE.ACCORDION PINS @,USED AT HV DIRECT (WHERE APPLICABLE) MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. _ PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS. SHEET 4 AMERICAN SHUTTER SYSTEMS ASSOCATION. LIAYIL(UM SPAN TABLES. SHEET 5 ANCHOR SCHEDULE- CONCRETE SHEET 6 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6C163-T6 ALLOY AND TEMPER.WITH Fy - 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 7 4. ALL SCREWS TO BE STAINLESS S1EEL 304 OR 316 AISI SERIES OR CORROSION' RESISTANT COATED CARBON STEEL AS PER DIN 50018 50 ksi YIELD STRENCIH AND 90 ksi TENSILE STRENGTH ANCHOR SCHEDULE- WODO SHEET B SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3,4, INSTALLATION DETAILS 1-6 -CONCRETE&BLOCK SHEET 9 INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A!SI 304 SERIES ST?;NLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALATON DETAILS 10 -METAL STUD SHEET TOA 6. SEE SHEETS 6& 8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HV CENIERMATES®&Qj SHEET 11 7. THIS BERTHA Hy.ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT 0677950.2. COMFONENTTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR W PART BY U.S. PATENT INST. DETAILS W/HV-T-LOCK CENTERMAT'ES SHEET 12 15458179 ISSUED TO EASTERN METAL SUPPLY,INC. INST.DETAILS W/NO CENTERMATES 4®& SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE INSTALLATION DETAILS LW-6W -WOOD SHEET 14 RA CONTCTOR TO SEAL/CAUL:ALL SHUTTER COMPONENT EDGES WHICH REMAIN, TIRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION, S. EACH UNIT MUST BEAR PERMANENT ANDEL A VIABLE FLAG. WITH WARNING NOTE'DURING PERIODS OF HURRICANE PiARN1NGS HOME OWNER. fE➢LANA,OR OTHERS.MUST INSTALLATION DETAILS 7W-LOW -WOOD SHEET 15 END CONNECTION DETAILS 1-6-WOOD SHEET I6 � PROPERLY CLOSE ALLCEt1TERNATES AND ENGAGE OR LOCK ALL LOCKS' AREA 1S: HV WINDOW BLADE ON Y 10.SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 11. BERTHA H.V.ACCORDION SHATTER SYSTEM WITH H.V. BLADE 13 P1 OR'N/0 H.V. WINDOW BLADE j3 1NSTA!: ?ION SH:.11. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS TYPICAL SHUTTER ELEVATION SHEET 18 ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED TO. 12.(D) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RMPONSISUE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY Al'SITE IS THE CONTRACTOR'S RESPONSIBILITY.l USED TO THIS DRAWING SHALL ONLY BE U (�)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE U FLORIDA (d) SITE SPECIFIC PROJECTS StalBE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUSMR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone,' ©2017 TILTECO, C.(ENUNCERMD) 02017 EASTERN KETAL SUPPLY.INC. BERTHA HV'" I�. E C O i■ ■ ■ ■ ■ A S S A Accordion Shutter System i 7 H.V. BILADE#3 W/OR W/o H.v.WI"N BLAX / American Shutter Systems REV.ftl DESC11rT0N UAIX DRAWN BY.LC. *t TIT LIT TESTING & ENGINEERING COMPANY y Association. Inc. nsAl 1 an Is.al 1 r DATE:07;26/17 M5 N.Y.18:R SI.,SIS.1[l+.Y.NCW4 GWCQIS•{1CYtW 1]16 a a' Prima:(303)971-1530.Fay:(305)671'I!)7 4268 Westroods Drive : + DRAWING No �'•.,VL` V++ a-mes:unsco6ocl.�om West Palm Beach, PL 33407 1 __�f�;•.�OAIDP.'�a�11W+ WAITER A.°TDYDLL6i7T Jr.P.E. 17-103 1AfUJIB'DATE rLowD.1I.. 4LI67 6 SIIC OF 18 'ma ca' .,2r oU �-,297' 'i C! ii M72. Ow - " i i 't - 061, L L. ------ '0594' C70 --sme,wx .214' "1 14-1 fL _j L1.184,J ll.lWj L-1 1.715* HV BLADE#3 lzc1 0 L-2 &5A)ALUMINUM ANGLES GHV WINDOW BLADE 03 3,591 OVAUFIED FOR W/ Hv SEE LINJITA71014S OF USE HV HEADER HV B.O.TRACK HV HEADERISILL (@HV 1"0.0.HEADERISILL GLADE F� QOLIIED USE w/ HV QUALIFIED QUALIFIED FOR USE W/ HV R BLADE(9 ON SHEET ie QUALIFIED FOR US HV OR FOR USE W/ W BLADE Ul BLADES&11-� 3 DES BLADES(i).713 .670' r �.SW-2.22 '• 559-1 r, .06r 1 491' 9 x Y k 3. 2' 2* 1.125' S- '072 I- 3.352' 1.522' .072- v2 12 SIDE ANGLES L-3,226— HV DIRECT MOUNT 10 HV 90'1180*STARTER HV ADJ.ADAPTER W1 UP HV WALK-OVER TRACK QUALIFIED FOR USE ll/ HV QUALIFIED FOR USE V-VT-ml CORNER PO UA !ED FOR_VSF _N';/ HV W AW.FLOOR BLADES 1_1).0 6 RTRACK BLADES Cl,.(CA (D @ 0 QUALIFIED FOP USE W1 HV LADES(D;j!5 QUALIFIED FOR USE W/ HV C I)Jr�I.95'A 125'T"k QUALIFIED FOR US QUALIFIED FOR U%W1 fill BLADE BLADES, EOPREW SPACER ErmaN BLADES BLA CENTERMAXES/54,PWV- 1/4--20 4.666* �Mtp—I I ',576' 229— nAl VAR 1)1/4*0 1 f,.=E. EAOroCAST rY14.301 AID S.S. (2 -20 HOLES OOR 1/4-20 —2_93--.745 I- AKKCD wnzw.V441E V swm PARED r 0' Knal 0.. L 875" 1.940' (2) -2-2w/2-S.S.'V-S, "s" OtP mC 06 318" 'p— Sq '�SRASS CYUHCER (1) ;OR(1)/16'0-761 5/6' 0, 4 KATED) suss C.00-'R KV.S.S.TMRC4=IRUW SCREW W1 ACCTAL HEAD .4 2' 1 KCV3(CHAOUr (CHROUE RATED) 1 HV CENTERMATE HV FLOATING CENTERMATE S.S.SALT WATER LOCK .964"*4, 3 QUALIFIED FOR USE W1 HV 16 QUALIFIED FOR USE W1 HV -L-JI uALIFIED FOR USE W/ KV BLADES BLADE01 BLADES I .,J� -1 .875'— H.V.LOCK H.V.EGRESS LOCK 40 2A74^ t a 0 .321' QUALIFIED FOR USE W/ KV --7 • QUALIFIED FOR USE W/ HV [-1.7 BLADES(D BLADES r Ir COMPONENTS aid T L. 6063-T6 ALLOY AND TEMPER —JASCALE 3/8'::•7"HV MALE"T"LOCKi HV FEMALE"T"LOCK S18 --CE—NTERMATE PLAN HV"T'LOCK CENTERMATE FRONT ELEVATION OU.,UFIED FOR USE W/ Hlj OVALIFIED FOR USE VI/ HVI QUALIFIED FOR USE HV 20 "J" LIPF FOR LOCK CENTERMATE BLADE�1"" FLORIDA BUILDING CODE (High Velocity Hurricane Zone. BLADE SLADE 01 QUALIFIED FOR USE W/ HV GLADE it CD2017 EASTERN METAL SUPPLY,INC- C)2017 TILTEM,INC.(ENZHrER"C) FA ,1110 BERTHA HV Accordion Shutter System MME Z=m c. A.S.SAW KV. BLADE 3 W/ Kv. NDDN BLADE#3 nOH CATE 0" �fj w. American Shutter Systems vurr Association, Inc. TESTING & ENGINEERING COMPANY DATE:o7/26/17 tc ';T V,.�.�Qkl=�-S.MCR�3314 2 SATE OF 4268 Westroads Drive DRAWING Na (305)871-1530.F.-!(305,871-531 'C —4,01110W.— West Palm Beach. FL 33407 34 ;�C" 4OR ED- 6719 4 17-103 VtA_ TER"LlwWT-P.E. 070 rLORa,U.6 4�767 SHEET p C-saL2 OF 18_j 255 z .................. u I '� •^r D ,,•.•- ''•fFNMBTURN .._.__12'NIN.-_..._.____._ 'NO°R OR ---- .12 .--9'MIN. t - .063• _._- o - I 363•a .663' •` .zt�' m ' 1 KEY CYLINDER b m �i 053' .214bl ` '_- I __ L a ___.._._...._� - c 1 J25'Ma.. .3751•509 m n oo 2g 12"LOCKING ROD Q 6® 6"LOCKING ROD Q 22 HD CENTERMATE 23 HD CENTERMATE 2q HD CENTERMATE'S T r a Im I M1 o QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV W1 LOCKING ROD Wl NO LOCKING ROD INSERT I .604 ! „ _8 BV DE J BLADE(- QUALIFIED FOR USE. W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 1 ! F BLADEI1,; BLADE; •BLADE -7HUNDERRN Q(6,.�6k' INSTALLATION WILL REQUIRE A OR KEY //16" OLE DRILLED AT TRACKS FOP, PROPER is 1Sn. CYUNDER EMBEDMENT 1,711'u0.. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SEMES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ W rr\.3/le'o ry -- ..75'0 BLADE(D o.3x.•r ` S.S.mvETs /75•.7/5 .1 $ f �__J_� .e0r. M.�- O 1/4"o .A5 i g 1 e a e ��,r•'�� ELEVATION A / ^• _ L. 27 2g HV 114"E-20 AISI 304 SERIES �HV 318"0-16 ACETAL HV LONG RECESSED 29 30 HV SHORT RECESSED HV NYLON HAT 031 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE,T BLADE Cl'! .365'0 395'0 "Do 5'0 .5N30'o i ' I o.xw• _ .lsri _ " COMPONENTS (CONTINUED) I= 1N.T.S 32 HV DIRECT 33 HV PIN BLADE O HV PIN st 35 HV PIN MALE KNUCKLE 38 ALTERNATE PIN MOUNT PIN 5i4-•14x1 3J<' W/ 58 HD, #10-18"x2 3/4"W/ 58 HD. 510-18-x2 3/4"W/ 58 HD, (13), to to 22 (23). O�BLADE& TC137 . LY HV HD MARKINGW #8 W/ HV HD MARKING WJ W/ HV HD IAARKING W/ 514-14-x2 3/4"W/ 58 HD, 510-18"x3" W/ 58 HD, / DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ '4" HD MARKING tY (SEE DETAIL O SHEETS AT & DACROSHIELD COATING DACROSHIELD COATING/ I 15) W/ DACR05H1E10 COATING .a+++ FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 TILTECO,INC.(ENG37EFAING) 02017 EASTERN METAL SUPPLY, NIC• `,1�1L1�A'�lCENsF BERTHA HV` ASSAAccordion Shutter System >t. 1 L ECO 1 N c. . . ■ ■ KV. BLADE#3 W OR W RV.WKIDOW BLADE 93 American Shutter Systems REV.No DESCRIRWN DAU DRAWN BY;L.C. TICCIT TESTING tr ENGINEERING COMPANY p F' aw N,w.35•A Sl.,9.,305•WIG",Upo",Tl6 ]3'n Association, Inc. t no n ae, m�Te�n DATE:07/26/!7 Pn«.:ous1677-ts3o.r,.;(3Ds7571-u31 4268 Westroads Drive x ��,'-.- q►p P;: t71� .-a t Ot..0cd.ecm West Palm Beach, FL 33407 3 DRAWING No -slO�........... .l••••••� s �\ Ittf1 WALTER AES-0TILL'Or.F.E. . 17-103 P.L. Soz-/7SI,GwANv6g9/DATE nORn E�. aavSJ s SHEET 5 3 OF 18 i i OR &f t;t 1!I II III III I �:� ! t III III III u p a 1. I I I W _._.1...__..... 1 }-..._.. _.+_..1 EXTERIOR EXTERIOR _>— EXTERIOR EXTERIOR I : !i '� i!i ifi 06 fit (D'8 I!, I I I I ASSEMBLY AT j1. ASSEMBLY IN BETWEENt)11 . ASSEMBLY ATA, ASSEMBLY IN BETWEENA. (OW EVERY OTHER INTER:OR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SGML:1/4'. 1' SC/RL 1/�•�1' -THE HV PINS & BUSHINGS ARE FRE-ASSEMBLED. TO KEEP eUSHNGS ON THE PIN A NOMIWL 0.273' O.D. .0.1130'LD_ a 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCRE4i. THE RiNG IS LEFT ON THE PIN YNHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS, FLORIDA BUILDING CODE (High Velocity Hurricane Zone, T�C .fl2017 ILTECO.INC.(ENGINEERNG) ®2017 EASTERN METAL SUPPLY.INC. ............... . 1'y .. BERTHA HV M v\CErySF �� - A.S.S.A■ Accordion Shutter System 11LIEC KV.eLAoi=#3 W1 DR w/o H.v.YAIIDU✓a BAIL£;;Ei / %* TILLIT TESTING & ENGINEERING COMPANY American Shunter Systems Rtv..w DESCRIPTION D4tt ofrnw7l M-L.C. assn N.x sen s..,5l..-1M.H�CAROMS.n.a+ea..sne Assoclallon, Inc. 1 an 1°-°.1. . cram, DATE:07/28/17 FT-1 (.so5)87I-I53o,r..:(]06)871-IaL 4268 Weslrocds Drive 2 P.E`S.`U(1��A14a: '��11P Vs4.O1CRRmA� R.r.RG s DRAWING No -m7:tilt... West Palm Beoch. FL 33407 R10•.......• 17-103 /0 L .a.•1s7 s SHEETVVNWTUURE/DATE 6 3A OF 18 8 NOTES ON HV, HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV T) BLADE j0*9 13 13 — ' APPLICATION W/ HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION JI, ONE HV LOCK X1'@5 or 1G'or:t�j SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY -q OR �+'@3 ID SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156',AND FOR INSTALLATIONS A7 ANY�Y �II mil --� ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 4`s of or�I MAY BE USED AS AN INSIDE OR ,5 12 1i0"L'.y» Sa o 0 OUTSIDE LOCK,ATTACHED TO @ or @ CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF i rj� '17 LOCK SHALL BE AS INDCATD7 ON TYPICAL SHUTTER ELEVATION.USE Or LOCKING RODS @W/@M9(�ff-IS ODUPLMY amoNAL. 1 L a.v 1 S 15 I 0°"t@-f§" 2, MAIipATORY COIIOITION 12 FOR INeTALATIONS INTO METAL STUDS- ONE HV LOCK tom-or 1`6 or 617.SHALL BE SHUTTER SPAN 1 1�.3a� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 I _ 1B ( ° TO 156.AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK(0 or ON SHEET 5) Ir I i Ce)or C-4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO L3 or:&CENTERMATES W/(2) 1/4'-20 x 14 'I 14 I/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELRATION, USE i 1 ( Jr OF-i-UTTER SPAN o 1B OF LOCKING RODS C&I W/0 OR(a TOP AND BOTTOM IS COMPLETELY MANDATORY. FOR INSTALLrmas A'/ 3. UANDATORY CONDITION 63 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK n31 or•,1J6 or;17 SHALL BE _... .___ _. _......._ (1)IN OR HD LOCA OR D AT I/2 OF SHUTTER SPAN FOR ANY SPMI OR /2'AB R BELOW 1 2 OF SHUTTER SPANS UP E ABOVE R SPAN FOR C MAY fic UtiTALLF.D 12'A50'+E U5 TO 86, AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 13 or 1 or MAY BE USED AS AN INSIDE OR j f OR BELON MIDSPAN OF v i SRUTTER.. OtIT510E LOCK.ATTACHED TO U or 11..41 SYMMETRICAL CENTERMATES W (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S.��'�y, S MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS G_.?'W/J t I F OR CF TOP AND BOTTOM IS COMPLETELY MANDATORY. I i N i i F 4. OEM HAL CONDITION/1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FN SEE ENO ! 1 i LOCKS tfL.�-OR _MAY BE.USEO AS.AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES C13 CONNECTION— I ( ( OR 0:4)SHALL BE AS INDICATED ON-NOTE (1)ABOVE. on s I 2 5 6 6 9 7 V4 Y Q T i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS O, t3 la TME'• HEIGHT. Oa'•O3 oft FULL )' * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: 60++� AN -(D-09- ®���08 .C5 4 5.eN �I i. SE'C4NQ_ALTElMATE roMDATORY CONDITION A1 VAtJtI ONLY MR HV'T'LOCK;�_AND CFNTFRwTTS ft AND i4 f.'7' ONE ALTERNATE Hv'I-'LOCK MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT CENT-cRMATES ANY ELEVATION.ALTERNATE L III MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 4�i 1 INCLUDES USING :1'CLIP(ED,"OWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES 11F1LIMLTED'16TH - @ AND @ W/ 1/4" 0-20x,'S.S.M.S. INTO A 1/4'0 x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ w Q6y TOP AND BOTTOM i5 MANDATORY. TYPICAL�1; H.V. BLADE #3 SHUTTER ELEVATION o APPLICATION W/ HD LOCKS do CENTERMATES: I,tNIRe ALTERNATE TO 1L1NIDAIDRY tdmmotl I 1 VALID FOR HD LOM(.+2'3�W1(2)HD MMMA7FS-?i OR§�OR SEE LINT ATN0.'NS OF USE FOR ���� '' ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. DEAD[&A ON SHEET 18. ALTERNATE HD LOCK-:L! MAY E USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LACK CS?TO yj IS W/(3))18 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT V As SHOWN ON SECTION 18.SHEET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING R005 tFya or y'Efi+IS COMPL-RELY OPTIONAL' rrT++f+/''��•,� FLORIDA BUILDING CODE (High Velocity Hurricane Zone, 1L, 2at7 DLFECO.INC, (ENM:EERar.) 02017 EASTERN METAL SUPPLY. INC. 1�P�\ 1GEfi�sF/T`�y' C)2017BERTHA HVN.1 �� Accordion Shutter System /77MLrEN�. A.S.S.A. KV. BADE#3 W OR W10 KV.WNDON BLAZE g3 American Shutter Systems REV.Lb DESCRIPTION DATE CRAxx ITN:LC .3S7)• TILER TESTING k ENGINEERING COMPANY ATE OF Association, Inc. , ma+ °,nv+> DA,C 07/26/17 �� e `A� anone ( ew__axxxa+ (ewoeN�.TrL°REx133m 4268 Westroa0s Drive 2 DRAWING No _ Y e-aca:tAI_0°°'.° West Palm Beach, FL 33407 3 ss/TINA.�N�'\ '111 WALTERi°i°ii19r.P.E. 17-103 P.E. SEAL'/Si4t4fl(URE/�iYTEFLDRO1 Uc.f�A+e> s SHEET 6 4 OF 18 mg= (1)LY.MAXUW ALLOWABLE SPAY FOR A GIVEN POSITIVE ASA.DESIGN PRCSSURZ MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) ALLOWABLE SPAN FOR AGMEN NEGATIVE A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS W/ J HV BLADE. A FOR INSTALLATIONS W/ Q1 HV BLADE. A (7)PROCEDURE TO GETUMINE UAX IUM SPAN FOR WALL YOUNIIHS(TOP/0011CM)OR ILOGR/mLNG: POURED CONCRETE,CONCRETE BLOCK t FOR METAL STUD INSTALLATIONS ■ GIVEN! !A ASD. D.DESIGN PRESSURE RATING.OCT R CNE UWWU SPAN 7.•FROM MAXIMUM AND WOOD INSTALLATIONS o MAXIMUT.( GIVEN A MEG,ATM A.S.C.OESIGN PRESSURE RATING.DETERMINE MAXIMUM SPAN 1-' A.S.D.SSUPRESSURE FROM SCHEDULES PRESSURE WALL MOUNTING FLOOR/CEILING F4� SEPARATION PRESSURE WALL MOUNTING FLOORlCEILING MIN.SEPARATION RATING MOUNTING O GLASS RATING MOUNTING TO GLASS FINAL MATMUM ALLOWABLE SPAN IS EQUAL TO THE"NUM DET[RMWCD SPAN (PM) (PSI) - I BETWEEN 1!•AND'L--". a Or•) LCCF'1 ( L(FT) L(FT) I!(FT) L'(FT! LE B T ('XY.•) L(FT) L'(FT) L'(Fn L'(F7) KNUCKLE CENTENMAT (3)PROCEDURE TO DETERNWE MAxMUM SPAN FOR GWTLNATprs IN BETWEEN WALL MOL awns W/FLOOR/CCNHO MOUNINGS: 35 i2---r ! 13'-0" 17-7" 13'-064 T-crT-cr 2314" i 4 118" FO GAIN POSITIVE ASD.CESIGN PRESSURE.PALM: 40 11"-10'! 12-3" 11'-10' { i7-3' .-_ AAAA 4 3/B" _____. I __ ! U.-MAX.SPAN FOR WALL MOUNMK R:STALIATONS. 45 11'-9" 11'-11" 11'-9" 1 11'-11" 4" 4 3/5' ' L2+-'Mk(.SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. 50 111-61 1 IT-131 11'-5` I TV-6" 4" 4 378" 72 5-7" ? 5-7- - 2 3/4" 4 1/8" FOR A GIVEN NEGATIVE A.S.O.DESIGN FRESSURE RATING: 55 11'-4" 11'-4" 11'-4` j 11'-4' 4' 4378" i LDE7ERLIX SPAN FOR WML NOUNDNG INSTALLATIONS. 60 lO'-6" ( 1D'-6" 1d-6' i 10-5 4" 4 3/8 LA-"MAT.SPAN FOR FLOOR/COLING MOUNTING NSIAWTIONS. 65 5-8' S-8" 5-a" ' S-a" 4`�- 43/8" •SEE SECTION 10 ON SHEET 1M. FIN-. UM A [MAB1E SPAN K EMM.TO 71H.FRBETWEEN Z BETWEEN .7Aa', 70 —8-3" 8'-3' B-3" I 8'-3" 118' 4118" 1,_-AND AND NLy_- 75 T-9. T-9" T-!r t T-9" 3 1/8" 4 1/8" (A)GD TO uxLaR SCHEDULE M SHOETSTS 0 a 7 FOR C04CRELE AND U00A.SNOT a BO T-3' _ T-3" T-3` T-3" 3118' 4118" FOR WOW AND TO SECTION ON SHEET TO FOR KEYSTONE MOUNTINGS AND SHEET. TOA FOR METAL STUDS WRN FINAL MAXIMUM ATLDAUBLE SPAN AND NCGATME AS.O. 85 5-1- s-r 5.10' 5-10" 3 118" i 4 1/8- DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 90 51-7- S-7' S-T' S'-T 31/8" 4118" (3)MINIMUM SEPARATION TO CLASS SHALL BE THE GREATEST MEASURED FROM EITHER 10 0 5-5' S-5'5.5' 5-6" S-6-s. 5'-53118- 1fa 3 1B- 4118- � 4 718" BEAR of KNLTCXUCS OR REAR of LOC S/m+mRWTES(AS APPLICABLE)To MASS. 1DS-5' S'-5" 105 S-3" ! 5'-3" 5-3" 5'-3" 3118" 4118" 1To- 5'-2" 1 3118" i 23/4" MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FOR INSTALLATIONS W/Q1 & I@* HV BLADES. A A INSTALLATION LEGEND APPLICABLE FOR(i)HV AND Q HV BLADES EXCEPT THAT e,.s;,+,(3•LI,.:S-:UT TER.SP;,tN•L� F U95TRATES CONCRETE AL METAL STUD WOOD t O.'_- 4TID sur)*RUN POURED CONCRETE,CONCRETE BLOCK MASONRY MOUNTINGS :..SAD GCSIG:PRES'URE.R4Ti'r,F_*iI�STAtL.rTi:a4 i+UTO CCI.CR_TE MAXIMUM AND WOOD INSTALLATIONS ). 2. 3. IW, 3W, 4W OR.CGI NECT Bt.001'S•sALL BE tlblT'ED CHS FG'- S+ PRESSURE FLOORICEILING MIN.SEPARATION WALL. 'S 1O / SW 3 HOW S p cClEDI .0 1.•.75;.(NUE P'L1:Nlii f;LIT Ti"E.T❑-6d;72 ps.F• NTNG WALL MOUNTING MOUNTING TO GLASS 7V, "-E'SPA! 'sE.SEI,T1i.Y1 S M!SLATE' iG. IDsO - ('0/1 T-� T LGC P _ 7W, 3W, 6W L'(FT) L-(Fn L'(FT)^E t:(FT) KNUCTaEP�A FLOOR/COLING 6, 7 & 8 -- 8W 55 1 9'-6" 19'-6" Sr-6" 1 9-6"_ 3117 33/8' EXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR -L-' 62 Ir-11' ' g-11" -8-11" 5'11 31/7' 33/8" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SEE LIMATTONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE QJA ON 51 TET 18. 1- CONNECTIONS TO PLYV+OOD LIMITED TO 162 p.s.(. AND 8'-11` SPAN. SEE SECTION 5V1 ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO t62 P.s.(. AND 8'-0" SPAN, SEE SECTION 2T/ ON SHEET 14. FLORIDA BUILDING LODE (High Velocity Hurricane Zone, L11T'A�,��-........ /�•r%y 07017 TILTECO.INC.(ENGINEERING) (42017 EASTERN METAL SUPPLY.INC. Eftj BERTHA HyT1A L E C O p�. A.a�.a�.A. Accordion Shutter System / H.V. Bll•DE W OR W/0 PLV. NINOC/N(LADE d > dr� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Bn,H. OESAIIIpU D.rz DRAWN m:Lc. Sy:• �1n IL U `,� E_SS YW.M--SL.S4.XO,NRGhK GARDENS.nb-DA J3r6 Association, Inc. I we rA-me 0p61" DVC:07/26/37 rh—:(3OE)S71-1530.FD.:(303)371-1531 4268 Westroads Drive z -•'- �R) AY a—'D:VII...D.M.com DRAWING No . West Palm Beech, FL 33407 s ��ONAL>r� •rr' WALTER A MLUT Jr.P.E. 17-103 P.E. SEAL/�ifAtdfTURE./DATE roRIDA l.i=.1 4.167 5 SHEET 6 5 OF 18 I9ea4oRs.sAnF({�IrIrATm �Sp�{",I,�j��}TIONS OiV NCHOR Eal nar•ucxrc;,pQVRP0 CONCRETE OR CONCRETE RLOCK SU8ll-96 ES uwX1AN(11! A�!CHOR * SPACING fin) X111 F FC)R A GNEN MAX SHUTTER 1.AA'CtbH5 iD*ALL SHALL BE A3 F0t3AW5 ALL PGWIS anuD-!ET SPAN. A.S.D DESIGN NECAT1ff PRE URE RAl1NG AND A G4RRESPONDING (A) To E*s*nkG PDLrED CONMEr• KJr TAS rm u 1fA1!"mAr�` 7E DR t.'QNGRETF INSTALLATIONS - 1/4•o L:FGON Wj ACVANCEO rtREADFORM TECNNOR. .Y.AS WANWACTUR'0-D 9r I.T.M.6.n CEX("N rt m 3 tc:}. TAPPER+ F9.VY - ils..3/4'AL POWs SAD-SU MCHEIS AS GSIRSUTED Sr ALL PUNTS S ISL.W&5 rSM1tn QM1IRthY.QAn rc d 3 qn'}. (SEE MOUNTINGS 1. 2. 3, 4 &5 ON SHEET 9) ^ 7/4'+BLUE TAP COAC REtE ANCHORS W01 CAP,AS mkWrACTURED BY FLCMTDA FASTENERS DIRE(T,w-pr.,.rc-2 W). i/4"P TAPPER4 ANCHORS AS WNWACRM BY POWERS FASTENERS.INC(W,,rt-J ksj AND DWIPI RnED BY AL.PCIATS SCR-W. W.OW&SPMN-TY C''WAHe OR POURED CONCRETE AHIOTTER APPROVED UCtTTSEO OR APHOWED VFJ*OA RECISTERE W/THE AAEkCAN SMJrrER SVSTD15 ASSOCA"'.W- 1 &(2,WALL UpUNONGS U& 4 WALL MOUNTING V WALL SILL MO YTING norm �wuAttyM(.u} W/�3 •0 GR W/�+(D W/08 + I A I)-lju EMBEWEYIt Nr0 POURED CCHCRETE OF TAPCOI'W/AWMCE'D TWCADFM 7ECRICKOLY ANO rAPPER+AW.10IS Ia 1 3/4`,AND I 1;2`FOR 6LUc TAP ASO.OCACA AET.VAL WAS Gan ASA.usa,tQ07IlC lDN lrsl) AID.C43n:N NrfAM.T ICN(.0 _ WITH CAP,VTQKFIS. JO ID 50 ba 7D 6O 90 too- Iia JD 40 5a 64 70�IND 9a IRO 7t0 JC t0 50 A %G so 90 1GJ 110 A2)W&MUN D/BC@XNT OF 1/4'0 A 3/4'ALL Pea15 SRA-SET ANCHORS SK41L BE 7/B'Wi0 THE POURED CONCrETE.NO COSM10"'LNM SnJCCV soot.BS 9 4 T 4ts 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 }_ _ PERIATIFD.1/i o-20 SS.MA00C SOAEW USED SHALL BE 1 1/2'LONG mNwu W SHOUW STUCCO FmV.x70 t'9DEMW FOR WALLS WM INA STUCCO. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (_ - T_ _ - A.3)1N GRE iFV.T PRECIST Sf(MLP PREFhST CON7iE'7E PM'FJ.S,PAVERS Cit AYr YENc3t BE PUIFDON THE DaSIe1G WALL CR FLOCK•ANCHM xULL EE LCfZ OR LESS •9 (9 9 99 9 4 9 9 9 9 9 9 9 9 j 5 9�9 9 9 9 4 9- 9 9 9 9 9 9 9 9 4 9 9 9 ?9 3 9 9 9 4 9 9 9 stomt!74 REACH THE W)N SnR1CTUR£BEF6, SAID WALL FT+t,us 5 A`L'2 SHALL BE AS tNOGTED a`i NOTES At}WI 11 M TAL s.tT)R AE CKE1Te`0.Ort uMt. 5)aoaO WITH OR 11711 R1T META.STUDS DR£0'S WIT/i M000 STIRS CMM&7 RPS E7�.FCR nbTALLATtO`S INTO FIFS P1Ri th'(AL SRNS SCE`-TiiEr t0. 9 9 9 7 9 9 9 9 9 9 9 9 9 9 9 9 9 9- 9 9 9 1 9 9 9 9 9 9. 9 4•-a' - - 1- - - - •' - - - - '• _ - - - •-_- _ (B} TO 1TAPCCG ASTM C-9D D THREADP W T WAW .g 9 9 W�9 '9 H 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 1 9 -1/4"0 TAPCOH M/ADIANCED RWCACT ANI TORS AS C ANO'SrAM q,AS ILL PDN;S S m IDOL Butl.CYIC - 1/4"t a JJE AU PC1WT5 SCt10-SET ANCHORS AS�nt1DUTED Of xy PakTs$CRCA.00.T dt SPECaI}Y Cr7+FXYt. 9 9 9 1 9 9 4 9 9 9 4 9 9 9 9 9 9 1 9 9 9 1 9 9 9 9 9 9 9 9 - 1/4-o EWE TAP ORNMETE ANCHCIS WON CAP.AS MANUYACTARED BY FLORID&FASTENERS OR=W- 9- 9- 9 i 9 9 9 9 7.5 6 9 9 9 9 9 9 1 9 9 9 9 9 9 _9,•.„9 9 9 9 9 - 1/4"o TAPPER+NAHORS AS EW$4OFUREO Rr POWERS rASTENENS.LNC..Aro CTSTRMED IFr ALL PDMS SORER,ECLT h SPE Ty W%PAY aA ATI OnER APr:,OF•.D --. _ LKAMED OR.w'niCRZEO VF7S+CR AEO61IItED Wj RTE A10b:A'7 SHUTTER SYSTEM1% S A53AROTL INC 9 9 9 9 9 6 5.3 4.5 J.5 9 9 9 9 9 4 9 9 9 9 9 _9.1 9.,. A- ,9 9_ 9 •9• .9 9 NOTES, 9 9 9 4 9 9 6'.3 7 5S 9 9 9 9 9 9 9 9 3 9 19 9 I it 4 9 4 9 9 D.1)Lp- t1+EltKOaJR EDO CONCRETE EL.00K O'TAPCON M/AOAANCED RP.TTOON 1ECte00:!AN0409!S t.#:3 S 1/4-FOR TAPPER+AND&LE TAP 114TH OAP 9 9 9 9 9 6.5 6.5 5 9 9 9 9 9 9 9_ 9,^ 9 ; 9 9 6 9 9,,.9 9 9 ANCHOM ....... ..-._' SHAL NTC 9 9 9 9 6.5 45 + 3 9 9 9 9 9 9 9 9 - 9 1 9 F 9 9 9 9 9 AIN. iE PERW TED.1/4- OF 1j4`P K 3/4"ALL V USED SHAH•'B x1 1/25 LONG ix' Al 91O EMP.5MCO sDO THE tG.1-kG E IM FOR 7D DS WITH N Tt-1 nix ' _-....-.... - - _ SHALI.BE PFRtAREO.•/4'•-20 5.5.EIAD1Gr'E SCREW LEED SHN.I.BE 1 T/2'WftC tAlA:Y1N Sf10lLD STUCCO C)DST,A'D 1'1ltAARA1 FQR WALLS W ;.O a UCCO 9 9 9 9 9 7,5 5.5 4,5 - 9 9 4 9 '9 9 9 9 - 9 9 9 4 9 9 9 {9 - 9 9 .4 9 8 6 4.S - - 9 9..._9-.µ9. 9. 9.....^9 ._ -....,9 1 9 9 9 9 9 IF - 3)!N CASE nut PfriCAST STOIC PRECASI COWCRETE PMELS,PAVERS OR ANY V.N'Eit BE FOUND ON THE DGSFN4 WALL OR FLOCR,ANOICR5 S'LA'•L BE LCAC� B. v_0. ., .. _ _ _ _ ._ _ - - - _ - OCUGH TO R:XH THEE 1A4N SRTUCTURC W"S40 WALL nk79?S.xeCHORACE SN4ll SE AS NCCATLD Ok ADTES D41)a Ell}ABO.E.FDR 4VSTALLATANS ON Nf 9 9 9 &5 4,5 JS 3.5 - 9 4 4 9 9 19 9 - - 4 9 9 9 4 9 9 - -''�VAN CA WM UFT NEtK'�`���'Witi WOOD Sim OfDe'AAi R+iS E1+GTNgR.FOR WSTAJARONS INTO EffS WiA1 WETA.SR>tr SEE SHEET TO, 9 9 9 9 7 5.3 + 9 9 9. 4 9 9 9 - - 9 9 9� 9 9 9 9 (C) AH:Ncom SWC.RE PISTALLEO FOLLOW!HG ALL Or lit RCCCuu&•+:At1OrA5 NCl SPEC+-T:ATR1vS OF I:+E ANCMOtS fRV.tfA'•TURLR. 9 9 9 3.5.,.,6..,4.5 - -• - 9 9 3 9 9 9 - - - 9 4 }9 9 9 9 - - 6'-0` - - - _ -- - - - - - - - - - (0) SEE SCHEOM.L BELOW FOR CD(L W5TAEICE(CO.)VEFSJS SPAO:iG frclAnOSIEP FOR A"A7AAE, 9 4 I d 4.5 3S - - t- 9 9- 9 4 9 9 - - - 9 4 f 9 9 9 9 - �Dir:E DISTANOF VERSte'SP&EiNG SCHEDULE FOR AMEHORS• 9 4 9-7.3 5.5 4 - i- 9 9 9 9 9 9 - - - 9 1 9 9 9 9 9 :- - uOryMUM xX•OR i ACtrxS N+E VAUO FOR EDGE D!57xiCs tX-CATED SCLOW.FOR E D•LESS THAH THL&10!G ED.RMUCE ANCHOR SPACING By MOLUlyl-C 9 9 9 6.5 4.5 - - - 9 4 To 9 - - 9 9 9 9 9 ^- I- - S ACRS SNGWM Ih:SCHEDULE Hf TWE fMtO4TttG FACTORS.AE.Y.ICEOSPACTNC OB7AAE0 USnL^TACTOR SHATL N^,i OE lFSS 1ttAFT MINAtttu SPARWG RTTKATEO _ FOA EACH ANOtOR PYRE. 9 5.5 15 - - - - 99 9 - - - - 9 9 9 9^!9 - - - FACTOR 9 9 YS-5.3 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - ACTUAL TAPCON WITH ADVANCED THREADFORM TECH. ALL POINTS SOLID SET BLUE TAP WITH CRY' TAPPER + 9 9 7.5 3 + - - - - 9 9 9 9 .9 - - - - 9 9--9 9 9 - EDGE -- =1/ _ _ _ _ _ _ _ _ - DICTJVAICE3' 4' 1NN.SPA.CTNO., J 1/2' kIN.SPACING 3' 49 & 4•S J - - - 9 9 9 9 9 - - - 9 9 9 9 9 _ E.O. � g�{,< POURED CONC.R£TE& POURED tCA'CRETE R CaCREM BLOCK 9 7 4.5 9 9 9 9 9 - - - - 9 9 9 4 - - MM 611.5 1/2` M1tH E0.•2 1/2' LOYCREiE BLOCK CONCRETE BLOCK lai,EC..2 T j"i6 45 3.5 - ^• 9 9 9 9 9 € 9 9 9 9UN EA4 1 flit F.O.+3'- - - - - - - - - ' 0.90 7.0 8-78 TA t.0 9 6 25999 9 - - 2 1/2' 091 1.0 1.p .. _ - .... 9 9 55 4 - - -^ - - 9 9 9 0.71 - - -� 0'51 9 &5 5 J.5 - 9 9 9 9 - - - - 9 9 9 9 I-•I- 1 3/4'� DAY r2•-O' 9 4.5 J-!--' __ 9 9 9 9 9M1 9 19 - - - _ 1 1/2' - - - 0.35 9 7.514.5 - - - - - 9 - 4 9 9 4 - - - AU"ARCH$9F- - - 9 9 - - - - - - - 9 9 ...___. - ._S- - - 1 HV BLADE 3 OR CI HV BLADE ��3 W . SEE F USE FOR BLADE U, - - - - - - HV WINDOW BLADE WORKING IN UNISON♦ ON SHEET IFFAA,�i� FLORIDA BUILDING CODE (High Velocity Hurricane Zone` IIF ` ��• 04017 TILTECO.INC.(ENOINEOLNG) G:2017 EASTERIE UEFAL SUPPLY.INC. 111'ya� ..... .....!!%"=- �' BERTHA HTi ITM A S A Y ;4- •• =im Accordion Shutter System rTMME ■ ■ ■ ■ H V. BADE W OR W 0 M,V.NANDC7N BIAt E *' i✓// American Shutter Systems RLC.kP DES[JUPTION DATE 111 97:L.C.T(LL1T TESTING AT ENGINEERING COMPANY ;• STV•of 1 Association, Inc. t PD 11-o!I oF/re/n DATE:07/2e/i7 A 6115 NF.Lev.x.,a.. Da YA�nA uROats r DAEw 3lte 4268 Westroccs Drive 4 ph-:(3G5)571-1530.rnA.(306)BTt-1531 DRAWING N0 ` fes•.ORION: t4L,�`` 0- 1.11•a�6o 9.con west Palm Beach. FL 33407 s 17-103 /(j p L��1 in MxrTx A.:11.)T st.Pr. P.E. SER NA(L Et LORE)A Lk./44167 3 SWEET s:-rA•�1 aru�E%Dart rG 6 OF 18 I I o �y} oM m yO(t\ p g W q q qqh�n41 yNIn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I�1 1 1 1 111 c 3 �'/�� >® s ! 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G=0.36 PLYWOOD UAXIUU.1 S;wj(n' WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3WCEILING MOUNT 3W %NALL 1W, 4W, 7W, 9W & JOIN FLOOR MOUNTINGS JW, 4W, 7W, 9W & IOW FLOOR MOUNTINGS WALL MOUNTINGS 1W, 4W, 7W, 9W & fOW FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & 8W 6W & 8W 5W ......_......_........... -- ASA MSY.•,MEO4TTF_LW(w0 Asa OE3XN 6CGVM LOAD(D5G Asa OE9Q:N:GATM Loa(p.1) ASD.msc9 AYAAA.T LOAD(Pil) ASA OESGM NTUTNE LOa(;.I) ASA DOM MAINE LOAD(,.Cl AL4021C1MMM 3040 50 60 i0 80 90 100 110 30 40 50 60 70 80 90 100 1IO JO 4050 60 70 80 90 1100{I 10 b 40 50 60 70'W 90 100 170 30 40 50I 60 �70 801901100 110 30 40 50 60 70 80 90 )00 110 30 40 50 62 -o'OR LESS 9 9 19 9 919 9 9 9 9 9 1 9 9 9 8 17 16.516 9 19 1 9 9 9 19 19 19 i 9 9 9 9 9 8 7 6 15.515 9 9 919 9 $ 9 1 9 9 9 9 917.516.55.5 5 4.5 4 9 9 9 9 4'-G' 9 9 9 9 9 9 9 6 9 9 9 8 7 6 15.5 5 4.5 9 9 9 9 9 9 9 ;9 9 9 9 8.5 7 6 5 4.5 '1 3.5 9 9 9 9 9 9 8 15.5 A o 6.5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 o_ ` •_0• - 9 9 9 9 9 9 7.5 6 4.5 9 9 8 6.5 5.5 5 4 4 3.5 9 9 9 9 9 8 9 8 6 9 8.S 6,5 5.S$4.54J.5 7 J 9 9 9 9 9 5.5 / 1 3 t2.5 9 7 5.51.5q 3.5 3 2.5 2.5 9 9 9 9 .__.5.5 ............-....�.._.__..._ 4 4 9 9 9 9 9 8 5 4 3.5 5 8 6,5 5.5 4S 4 3.5 3 3 9 9 9 9 6.5 4.5 9 �- 9 7 5.54.5 3 2.5 - 9 9 9 8 4.5 3 2.5 - 7.5 5.5 4.5 3.5 J 8 2.5 2 - 9 9 9 459 9 S 6 4,5 - - 9 7 5.54.5 4 3S - - - 9 19 9 9 4S3.5 - I-i- 8 6 4.5 4 - - - 9 9 9 4.5 3 2.5 - - 6.5 5 t J 2.5 2.5 - - 9 9 6.5 2S9 9 9 6.5 4.5 1,5 - - - 8 6 5 4 2.5 3 - - - 9 9 8 9 3.5 _5 - - - 7 5 4 3.5 - 9 8 5.5 3 2.5 - - 5.5 42.5 2 - - 9 9 3.5 29'-B• 9 9- 6 4 3.5 - - - - 6.5 5 + J 2.5 - - - - 9 8 5.5 3 2.5 - - - - 5.5 4 J 2.5 . , - - 9 5.5 J 2_5 - - - -_ -- 4.5 3.5 2.5 2 2 - - 9 4.5 2 - a' 9 9 6 a - - - - - 6.5 5 + 3 - - - 9 8 4 2.5 - - - - - .5-I/ 3 2.S - - - - - 9 5.5 3 - - - - 4.5 .5 2.5 2 - - - - - - - - - it'-Q• 9 9 4.5 7 - - - - - 8 4.5 3.52.5 - - - - - 9 6 3.5 - - - - 1- 5 D5 2 - 1- 9 4 2.5.- _ -- d 3 2 12'-0' 9 9 3.5_.-... - - _ ..-.__._.5.5 4 S _. _ _ _ _ _ 0 4 t 3'-0' 9 S.S 3.5 - - - - - 5 7.5 i - - - - - - _.5 4 2.5 NOTES ON_AKCHORS REQUIREMENTS@ WOOD SUBSTRATES. 1.ANCHORS TO WALL_FLOOR OR SOUO WOOD SOFFIT SHALL BE AS FOULMS: -t/4 a TAPOON W/AD✓AYCEO THW"ORU TECHNOLOGY ANCHORS,AS UAHUFACfURED Sr I.T.W. (W/NINNIUAI PENETRATION Of Tt1RfiOFA AREA As wE)tCATED AT EACH O H V BLADE #3 0 R H V BLADE #3 W-f 9SECTIONSECTIONON tl SHEETS 14 Q 15. EXCEPTION:SEE NOTE 2 BELOW. 2. ANCHORS NS HDOF A CESCREWS A S E AS PER 15 SPECT TYPE 2W,SHEET t! ID I� H V WINDOW BLADE #3 WORKING I N UNISON * SMALL CONSIST OF ON FTE PER NOS 2615 SPECIFICATIONS. ) 3.SUt75TRATE SHALL CONSIST OF THE fOliO'ATNG: - -SOUtHERN PINE IID.2 W/G-0.55(N.D.i) -COUGLAS nR W/G-0.50(N.O.S.) LIMITATIONS OF LISE FOR -SPRUCE FINE FIR NORM W/0-0.43(N.O.S) *SEE EE L U ON SHEET 18. SPRUCES PINE FIR SOUTH W/0-0.36(N.D.S.) -UN. 1/2•COX PLYWOOD(1986 APF) 4.ANCHORS SHALL BE NSTALLED FOL'tOWDTO AAL OF r:•(E RECOMMENDAT'-0NS AND SPECIFICATIONS PER NDS 2015 FLORIDA BUILDING CODE (High Velocity Hurricane Zone • ,. •'�� .... /r✓: Q2017 TU.lECO,INC(fN(-,.,i[k:R1N4) 02017 EASTERN HELY.SUPPLY, INC. CiENS BERTHA HV 1 L E C O IIP. A■S S■A■ Accordion Shutter System Kv.BLonE#3 W/OR W/O KV.W NOON ELADE •A•�/ TILUT TESTING k ENGINEERING COMPANY Americom Shutter Systems Rv.M, DesempTION art DRAWN 0Y.L.C. 0� GG STA 3315 r 3 AN.35U,51.,S1..1Association, Inc. 1 a��s-a� mizgr. DATE:07/26/1 • 51605,.1 W GARDENS, ipADA / Y� PM-:(305)671-1530.r5.:(305)e71-1531 4268 Westroods Drive 2 :;� •'••........•••'G\ 15L1 .-mat:Lit...Q...- DRAWING No S'S� k�NASEry ,1 EB-OWS710 West Palm Beach, FL. 33407 s 17-103 7_'03 OL ,/I11 AALTER A TIWT Jr.P.E. A TLOry3A U.1 44167 5 SHEET P.E. SEALj513i4RTE/ORAE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE SLCCf OR CONCRETE BLOC( WALL REQUIRED -Tv ;^(SEE SCRED!I E ON SHEETS 6& 7) WALL REQUIRED l 'C .. f EXISTING - _...,%:..._....._. .. •� CONCRETE ANCHORS " 4-e-20x3/4'S.S.8d.T5 W/ CSS-- ..........._................._......____ _. r. ' (SEE SCHEDULE ON SHEETS 6 k 7) i C!M&WF511FR O 9'D.C.• +1 YSL SEPARUM rG UM SCH or CG or - I' 1/7.• t-4w. on SA 5) j j 1 - E E.D.• t I I I' ,- I E.D.•{ B ) iI I I I Nttl sTnARARox ro I I / , .. L_ w.Sd.R.TnN ro own (SEI \!/ I -• '' } ' NYLON COVER . as SC,4=13 ox s o a I I' �`�'aJ SHEEN ! FX S&S,IIW Ex1STING ( I j EDL 5 ..I (! t' BUILDER TEK SCREW O 9'O.0 I II I POURED CJ55-7 CONCR ANCHORSL.CONCRETE ANCHORS I __ — ._._���_ __.._._. -_._ 1• OR CONCRETE BLOCK (SEE SCHEDULE ON C,EETS 6 8 7) WALL REOUIRED �1 WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION C) WALL MOUNTING INSTALLATION - EXISTGG 7 l (SREOETI j4. FX6NJjI V CLAW--4 r— S aTO Yw.SENUTeN i0 II OON-SFPAWpN ro ACDAIStiSNIV a) S(SE[SM CASs(six SaF3A[I tur a)' /II I "O L EXISTING I GLASS E.0.. 2 . I EDGEOF I t Z LAB K �"• i i! EDGE Df •• _ 1/2' 3 or O or I 1/Y ,-YWr-j A-PUCAM E ' ' —_Ea •N , SLAB If L'/L•0-20x3/4'S.S.e0LT5 W/ - .1 I-�.� APPUCABLE _ POURED I, ! • NUT h WASHER O 9'O.C. CONCRFT I •''`- CONCRETE ANCHORS � V J1� \L (SEE SCHEDULE ON SHEETS 6 k 7) POURED CCWCRETE I REOUIRED - D• •- POURED CONCRrt._= GR O,NC.REfE BICCK-�-�•\ CONCRETE ANCHORS OR CONCRETE BLOCK - CONCRETE ANCHORS WALL REUVIRED WALL REQUIRED (SEE SCHEDULE ON SHEETS B h 7) (SEE SCHEDULE ON SHEET 7) WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION !70Th FOR CAMRNAT:ON OF SECTIONS: E.O.- EDGE usTANCE (SEF.NOTES A SCHEDULE ON SHEET 7) INSTALLATION DETAILS 1- SEE ING 3 FOR TYPICAL SHUTTER ASSEMBLY 7- UOUHTIN^u SECi)0\5 CAN 8E CONBit1ED EE (5a,ON L YSHOF USE FOR SCALE 378"=1" @J ANY tl)FY TL'SU-7 ANY INSTALLATION. BLADE FLORIDA BUILDING CODE (High Velocity Hurricane Zone,' .......•. � p2017 7101CO.INC,(ENGINEERw^.) 02017 EASTERN PETAL SUPPLY,Pie. BERTHA HVT i ECO7m., A,S,S■A. Accordion Shutter System H.V. 9 AOE W OR W/o KV.www El"#3 _0•: II/ ! American Shutter Sys=w. ,b DESGavnoN DATE DRAWN 6r:LC. I Q� TILLIT TESTING & ENGINEERING COMPANY ftLY. �O '•. LtEr�,�` 6555 nW.3em.at,a .:oa +naw e.R s.RGRUVA gale As3oclation. Inc. t mo I-. WA./" DARE:07/26/17 ,1` PAsne:(•105)871-1330.Foa:(:03)671-1571 4268 Westroods Drive 2 pRgYANG No ,$as A',••�•11• ,I' . 61:I.R4.0000.c,m West Palm Beach, FI.. 33407 3re- 7 P.E.' 70NAL WALTER A�LLR1.''r.P.E. 4 / O3 SEZ/J rE iAGE/DATL OAR@A U,./44167 a SHEET 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE_ (SEE SCHEDULE ON SHEET 7) CONCRETE ANCHORS POI S SOLID F1EOUtRN \ 1 ,__ EDGE 0.-� � ALL POINTS SOLID SUB IF �l f^ SET)O 6'O.C.(SEE E.D.• A➢PUGSE POURED CONCRETE OR -----1 % NOTE 10N SL ITATMNS) I1 p 111 CONCRETE.fiLOCR -- -_ 1/1'o-ZDx3/4'S.S. _ REQUIRED _EO-r EQ� '-IIACHINi SCREWS USING 1/2" i f 1/4--20 NUTS O 12'D.C. -1/4-UA7(. EXISTING I I �• MIN, E-O, 1/4'MAX. 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INSTALLATION WITH t SERIES 0444 ALUMINUM +SEE NOTES ON MJ-T-LOCKS 21 ON CONNECTION DETAILS ON 1U HV BLADE W/ (2024_77 ALLOY) LARGE FLANGE THIN SHEET SHEET 4. ETS SHEIDA. 13 k 16 NUISERT, PART a 0820,AS MANUFAC(URED BY AVDELHV "T" LOCK CENTERMATES JERSEY 007054HERRy iR EQUAL PARSIPPENY,NEW 0OR0o C�0 j�-----'--1 JERSEY 0)054 OR EQUAL 2 7J R 6 7 OR I 'I— EXISTING EXISTING GLASS ��p�j p� � �� I N ('� V & SEE END WALL OR(q)OR�®+^O OP,1"/.4{5: SUBSTR TE v I I SCALE 3/8'=1" CONNECTION OA 3�k 1LS 06, __._DR®�oR(qp)+fSAI `l �l `--1-------------------------------- ----- ----- ----------- -- 2 OROOR 6 7 OR�r +, ( , xISTmG GLASS ( `l •.-6 1/2•--------------. WN.SEPARATION LUN.SEPARAMON MIN,SEPARATION ' OR®OR 08 +(a)OR I L l+O ( TO CLASS W/CUMDE 10 CLASS W/INSIDE. 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DETAIL X FOIL 1, 1 9 1 / �� /�1 SEE DETAIL X FOR f SIDE CONNECTION !�D1� 1 OR SIDE CCHNECTIOM-' 9 TO TRACKS 1 l SEE DETAIL X FOk.1 TO TRACKS L OR i19; SDE CONNECTION !OOROORO+OORO= —_--_ TO TRACKS I OOROORG+COR 8 OR(4SOR $@+OORO+CIOR®OP,L.7 (g 2 OR0ORO+COR®—� ORIq'OR®+O ORO+COR@OR®+@ v OR®OR®+O OR O+�OR®OR @+@ �� END CONNECTION DETAIL ® END CONNECTION DETAIL 10 Q END CONNECTION DETAIL 3Q END CONNECTION DETAIL .1 .6 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CO.YCRETE OR '> EXISTING 01/55 (�y�} f ! CONCRETE BLOC(WALL EXISDNGGLASS \J • - REQUIRED q 16'O.C. 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OR OR t�y EXISTING SOFFIT r-ED' go THREADED AREA 70 EXISTING WOOD �3/4'Max. THX. 2' ED- EO-1 4-0/8-CONT,ALUM. TUBE I BEAM. (SEE SCHEDULE ON SHEET 8) MIN. 1/4• ITW POL ED* 'a63-TG ALLOY)W1(3)5/16-0 LAG (C MAX TEK SCR* SCREWS TO EACH RARER OR TRUSS. 2 a 6 D.C. I LOCATE LAC;SCREWS AT MiDW107H OF 11 4 EXISTINGWOAD MEMBER.(2-Min. OPEN AT 1/4' PENETRATION OF THREADED AREA.VALID CLASS MAX. E)OSTINg--- To ACCEPT NOWNk WIDTH)W1 2*Win. ,EXISTING ON-7'14' R 5/16-0 LAG SCREW MAX. FOR INSTALLATIONS VOT14 62pst AM. WOOD HEADER AT CEN"OF TUBE. A.SD' DESIGN LOAD AND W-0,U". EX REQUIRED SPAN THIS INSTALLATON IS ONLY VALID GLASS Ext.-TiN FOR D MIN.SPEanc:GRAVITY OF 015000AS111=L's FIR OR OR 1-�swou-0.To Qxss GLAS SOUTHERN PINE N..2.OR EOUAL. 1i , ............ $a- V swmOR Q.-S3 MIT w gran a) WALL CONNECTION AT TOP ................... 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APPI ICABL-- PLATE RE0,01 MIN. 2.4'STUDS 0 Is,D.C. 1/4-0 TOLPCON'01 ADVANCED THREADfORM WALL CONNECTION AT BOTTOMMo.RED'1).PLYfiOOD TO BE ATTACKED TECHNOLOGY W11 112-Min.PENETRATION TO STUDS IN ACCORDANCE WITH 07 THREADED AREA 1*470 WOOD DECK.(SEE SECTION 2308 OF THE F.S.C. SCHEDULE ON SHEET 8) SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 5� WALL CONNECTION AT BOTTOM (R FLOOR CONNECTION 2-MCUNT!n SECTIONS CAN BE COMBINED IN ANY. MAXIMUM DESIGN PRESSURE:362 pal To SufF ANY INST&LATION, G MMMUM SHUTTER SPAN W-111, USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 18. FFA f"�..... SCALE 3/8"=I" FLORIDA BUILDING CODE (High VelocRy Hurricane Zone,� Z/ ID201) HLIECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY.INC. ENSF E BERTHA Hir 11Accordion Shutter System 0 A,S.S,A LIEC KV. aAEE#3 W/OR W/0 KY. WINDI1V 11ACE#3 REV.H. 0M."Joh MTE CP�IiN BY.L.C. TILLIT TESTING & ENGINEERING CO American Shutter Systems Association, Inc. I Na%5�i GATE:0/26/17 COMPANY 'Umo. P.h� (305)871-ism.rag:po6)w-33i 4268 Westroods Drive 2 DRAWING No —db k West Palm Beach, FL 33407 3 ...... EB-COD 719 17-103 S7pNAL WALTER A.TILL;r P.E. A ET A 5 — SH P. FLOMLic. RE/DATE 0 44167 6 14EOF IS F FINISH J / 114'0 UWCON W/:MANCED i = 7HREADFORM TECPJ7OLOGY W/ 1 1/2' ._._....._ �I........_�.__ .� rTHREADED Mi..PENETRATION OF THR ED AREA .....____.y`•„ T°EXISTING WOOD HEADER.(SEE 4N.SEPACAAOR TO SCHEDULE GN SHEET e) SS(SEE SCHEDULES ON 5:3T S) I I T 1 J4'o-20:3/4'S.S.BOLTS W/ .I 11UI &WASHER O 9-O.C. EXISTING CLASS r1/4VAX. i,MIN. D i•; I i I i i; +/�.w.. DECK REOjIRE5 A ZIR (NO FINISH ALLjOwED) .. EDGE OF DECK _ ..- -..__ \SDCE OF :,�•- .... _._-. EXISTING WN.2'r4' I O IF APPLICABLE1DECK 4" - -_.•-�.- APPLICABLE WOOD HEADER _.-.- j REQUIRED I I 2'AIN.' `1/4'o TAPCON W/ADVANCED EXISTING ASjl�c WN,SFDARATIO TO I I THREADFORM TECHNOLOGY W/1 1/2' ,LS� LASS(SEE 5 i Min.PENETRATION OF THREADED AREA I SAMS) I I INTO WOOD DEOS.(SEE SCHEDULE ON I• I SHEET e) z'MIN. 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(SEE SCHEDULE ON SHEET B) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ILMI I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEM.1Y 2-MOUWIND SECTIONS CAN I E COMBINED OB ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TOSUDANY INSTALLATION. .1!!A!liAi""•�.,� SCALE 3/8'=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone` ILL Q•% `� 2077 RLTECO,WG(ENGWEERWG) ®2017 EASTERN METAL SUPPLY.INC. i Y,a ���EivsF•.''y- BERTHA HY" A.S.S.A. /71L E C O �N Accordion Shutter System H.v eLnDE y3 W OR W/b KY WNDON aADE �F TICCIT TESTING k ENGINEERING COMPANY American AssocSalloner Inc. REV.7Ne Dc�u6N e.Aa BVVt DATE D7T�6/+: N.M.36ti,SL Sb.105.Y.ra 4 O.Atk'71A 710954 J]+B 4268 Weslroods Drive 2 DRAWING No Pnn�e:aas)eT,...1sw.For:(xis)eTt-Isn Lsv+•'SSSS..... rl+ c •I•Lmeroo,o�. West Palm Beach, FL 33407 a -. 'ZONAL EB-00067'9 r 17-103 WA A'14111'J1.P.E. F.E. SEAL/Sl6Wf6RE/DATE FL°aa`u..r 44162 s SHEET 6 15 OF 18 I END INSTALLATION INTO 2"x4" MIN. WOOD STUDS* SCALE 3/8--l- !, " 2".4'MINL WOOD 2.4'MIN.WOOD 2"Xit"MIN. WOOD ✓---.rUDS REO'D. r --S 2-.4-MIN. WOOD --'STUDS REO'D. TUDS REVO. % DR TAPCON W/ CED THREADFORM DS REQ'D. ;0/4 VZ TAPCON • I moo 0 C ac,W/I lIr WK \ 7 NOLOGY ANCHOR 0 6"O.0 \V OR W/I% W/1 1 PENETRATION N VITO 5MDs /2'MIN. 1/2-PKEIRATIOR IV I INTO STUDS OR W/MIN. 1/2' A ge PENIETRA11DIN To 1/2,Cox -LXISTING K'%=IF ND SI= 1/2-w COX �i PLYWOOD f IF NO STUDS LX�I- CLASS EXISTING TNG J...,-- /Cckss T/2-mite,Cox -AP 1/2*WL CDX FLTWW. PLYWOOD. POEIRUM • .FUSE I'OR 2'MAX. i/iC.3'MAX, ATE xD'-2' 1/2 MIN. COX 1 (LOCATE AT (60153-Til CONT, (AS APPUCASLE).2*xI/8 Effhp SIDE ALUM.CLOSER ALU j�WALL FINISH PL"OOO- j / 1 (6063 I.,IsN I PLATE.(LOCATE 7 -TS ALLG()AT MICHEI. If AT EMIER #IOxI/2"S,M,S� TO(F .......... 4 OF ) JS ANCHORS To (2)1/4'0 TAPCCt WALL AT I-D.C.(LOCATE AT Z-� 1 0.1/2'S.M.S. EITHER SIDE OF( OR A *,i0 D.C. SEE. SEE DETAIL X FOS DErJL X FC&j SIDE CONNECTION (I OR�f� SIDE CONNIECTION &91 TO TRACKS OR TO TRACKS 2 OR 03OR(E)i-@OR 80 01_- \1Q1 OR SEE DETAIL X FCR-� SIDE CONNECTION TO 7RACKS -"lOR(�)OR&Q)ORO \,�� "I r-) fr OR OR @ OR OR 02 +05 ----," -V\- Di END CONNECTION DETAIL (2) END CONNECTION DETAI OR@OR@OR 08 +gOR(Df 50 1/4.0 TAPCON OR TAPCON —EXISTING CLASS 2-.4'MIN.WOOD 03 END CONNECTION DETAIL @ END CONNECTIONDETAIL VV/ADVANCED T,4READFORM ----------- r,�c STUDS REWO. I EXISTING F.,—gEQL!gEDcHLy FOR spnis GREATER T�Wl 72�-:O::] TECHHVLOCY N4CHORS w?, 1/�,* ON OR TAI'CON GLASS W1 ADVANCED THRMFORM /2"S.M.S.; SEE LIMgrS OF USE FOR N PENETRATION TECHNOLOGY ANCHORS W/ t IM 016.1 O.C. 131,-LDE SHEET is. MIN PENET I;a 0 12 O.C. MIN. PENETRATION 0 12-O.Cj9 MIN. A' IT" /2 0 Z -1/2 MN ------------- L2 OOR(�)OR OR f MIN Y 6 0 zORO- If i2 MIN*\ (2 1 1 1 , I .I - (2) I /T T* 16 OR &N! OR 19 200RO ORO ORj PLAN VIEW -W-;$p,S 2'x4'MIN.WOOD j STUDS REO'D. FINISH R OR ORO @ DETAIL X " 2 OR OR @ OR +05 OR END CONNECTION DETAIL I j @6 END CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity 'Hurricane Zone', it k --;� — 11 -`........... Q2017 TILTECO.INC.(ENCINCERNG) 02017 EASTERN METAL SUPPLY, INC. N v BERTHA HTM 1LIECOINC. A.S,S,A. Accordion Shutter System 1RV. aaDE#3 W1 OR W/o KV. NDDW BLADE#3 American Shutter Systems RM N. trscal-"N DATE I Or'.L.C. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I;TjZV,,j DATE.5/26/17 G""r1M IL + 4268 Wesroads Drive I CRAWING No ............. P.—(303)871-tWO.F-:(405)871-1531 —.qs tqk-.0-5— West Palm Beach. FL 33407 -103 to-OW6719 17 AL WALTER A.TILUT 11.,P.C. SHEET 1P.E, SEAL/SIGNATURE/DATE I ILO M, Lk.#44 57 5 16..OF 18 o.187s- 12-MIN.CLEARANCE O.Os2s' 1f 0.0625" TO BLADE TOP 1 A I CUM �..._.,..._._. Hv WINDOW BLADE/J 1 "� SECTION X—X 0.0625' I BeAOE's...._...._... 3•e OPENING KNUCKLE IT / 0.0625" POLYCARBONATE SOURCES FOR R1.1.7500" �, \\ TYPICAL PROPERTIES IAPPNGBL STANDARD I RESULT _FLAT PORTION OF BLADE %J \\ REFERENCEK X p I�r 1f"+,(� SPEECInCLGRAVITY ASFM 0792 ( 0.043 Ib/in' I 0.043 lb,'.* 3 V Ffv'WINDOW — F 61EtNyN/4. i 8,400 p.S.i. i 9,500 P..i. —` `C// .rENSILE YIELD STRENGTH AsrO 0638 �! --02.8750' 1� 1.3750' FLESNRAL STRENGTH AT HELD ASTM 0790 ! lz.50O p.s.i. I 13.400 p.s.i. EXURAL NODULUS ASTM D790 j 340,000 P.cL 345,000 p.•,.i I -------- NOTCHED 1260 ASTM DZ56 18 Fr-Ib/ir, 17 FT-Ib/in 1 i i ASTM D2843 47.2 S I64.5 R Kw. 1 � RATE OF BURNING ASTM0535 C-1 CLASS C-t CLA55 �, — Ifl3.0000" {`y,�:i;:� jSERF IGNItION ASfN DI929 I 1040'F 960'F L 03.7500 Y'TPTFKERIKG: ASTM 6155 e 7/8'MIN.CLEAR „ 2 1/4'CLEAR 4 ' 3/4' „ TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302;L.iI 8840..,lSEPARATION BETWEEN BETVG_t?N TABS ON CE , NTERS BLADE OPENINGS TENSILE STRESS BEFORE WEATHERING ASTM 638 I 8461 P.S.i. I 8880 P.V.K. ff( 0.7500' POLYCARBONATE IMPACT RESISTANT HV WINDOW_� o I BAYER MAKROLON 3103 POLYCARBONATE E i RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION ' SCALE: I' = 1" 12'MIN.CLEARANCE TO BLADE M TYPICAL 1A HV WINDOW BLADE #3 AND SCALE: 3/8"=1" PO ,AF,A ONATE HV WINDOW DETAIL T _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone' I 02017 nuECD,INC,(ENaNEERruG) 82017 EASTERN METAL SUPPLY,INC. BERTHA HV" 0. A S S.A• Accordion Shutter System 'L E C O INC. . . N.V. 9-ADE#3 W CR W 0 N.V.WINDOW BLADE#3 �'�'•.O $�tYc'!F i f� TIWT TESTING 8 ENGINEERING COMPANY American Shutter Systems REV Ne ecwnvtwN DATE DRAWN Br:LKS J' 44i Association Inc. a F� R1©p:•',44'It` ms K .3M,S!-Sts.3m.Wtc—1 c Da,not mis I I.—, mj34/I+ GATE:07/26/17 ah—:(3c3 Bn-Isco.F8.:(30s)871-1531 4268 westro0ds Drive 2 DRAWING No S - :blKototea.can 17-103 E� west Polm Beach, FL 33407 3 NAL E X TrULns - "".... xaLTEA A TIKLrt J/.PL 4 FLORIDA LIC. 1 44167 3 SHEET P.F. SEAL/SIGNATURE/RATE a 17 OF 18 e GENERAL LMRATIONS AND CONDMONS OF USE FOR BERTHA n 4 � HV BLADE�3 ACCORDION SHl111M SYSTEM WORKING IN f 7 * •.....jl j 2 3 v UNISON WITH �HV WINDOW BLADE t03. 1.MAX.A.S.D.DESIGN PRESSURE RATING*62.-62 p-1, 2.MAX.SHUTTER SPAN: 107'a B'-11"O+62,-62 Psf MAX SHUTTER SPAN: 114'-9•-6'O+55, -55 Pd -'�----� 3.ALLOWED MOUNTINGS: 1,2,7&8 ON SHEETS 9& 10;AS WELL AS 12 MOUNTINGS 1W.2W,3W. 4W.5W&6W ON SHEET 14. �—VOn 17 MINIMUM 4.04LY CENTER M11TL5 14(LSa1 W/ Ib OR©ARE ALLOWED WITH 1© �m a �4 ARRANGED INA SY LAYOUT. TYP.FA. JD , 5. (A) HV WINDOW MADE 3 SHALL ONLY ALLOW A MAXIMUM OF 5 e OPENINGS(3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEc. 17. MAx. 5 wNvooy s (B)46tH.CLEARANCE FROM TOP OR BOTTOM EDGE OF S NV WINDOW BLADE/3 WINDOW F?!/DC(3 I OF ANY 3'0 HOLE FOR®SHALL BE 12'. MApM� (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE SHUTTER SPAN MV WINDOW BLADE 03. . SEE LUIRATION NOTE 2 (D) to HV WINDOW BLADE/3 MUST BE USED ALTERNATE TO A SOUD fOHV ` BLADE/3 THROUGHOUT SHUTTER'S WIDTH. a�gg i (E)CFNTEAMATES SHALL ALWAYS BE INSTALLED ADIACENT TO A SOLID 0HV ELIDE 13 AT EITHER SDE OF THEM. pi: (F)POLYCARBONATE HV WINDOWA��ry SHALL BE WSTAllED 50 T}+I TABS FACE SEE ENOL `S� ...1 I THE INTERIOR OF THE OPENING BEING PRO'TECfIN HV WIN(XAV MUST BE CON7JECDCN 9+I+I I ONLY INSTALLED AND LOCKED USING A tIV SETTING TOOL F1. BY ASSY, OEfNlS CN pSHEE15 INC. 13& t6 TY .FULL P A t 7.' HEIGHT. p8 MINIMUM { 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOL`FRAME CURO;NGS ON SHEET 8.AS LIMNED BY SPAN AND DESGN LOAD(SEE NOTES "a I &2 ABOVE). I ' 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WNL.ON SHEETS 6 81 7 AS UMHED 6Y SPAN (SEE PLVN FOR REQUIREMENTS) L AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 2 0> TYP TOP&BOTTOM W i {— — U.N.'1MITEO vn0^,I 5.SEE MINIMUM SEPARATION TO GLASS ON SHEET S. ELEVATION `—ODI`®°" -Q))SYNN,. CENTERVATEs 9&(� ��—— W/ 6 OR© TYP. ' `� 9 TYP. PLAN 110 TYPICAL HV BLADE #3 WORKING IN UNISON WITH (1-k HV WINDOW BLADE #3 SHUTTER- N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone NFJJru�r�,��nr ' C)26t7 TILTECO.INC.(00NEERIIG) 02017 EASTERN METAL SUPPLY.INC. BERTHA HNTM A.S.S.A. TME C O �N�. Accordion Shutter System 7tT * H.V. RAXW OR W/O HK 1C 3 TIU3T TESTING & ENGINEERING COMPANY American Shutter Systems XLv.,b DeseN6PTaN DATE tDPNA TTYYM BL :mac. L,9 F tVQ sltis I&*Ism.St..SW.CDS.XRCCW GARDENS,11OFAe s3,u Association, Ine. I as,o-m, m7mm w E:07/26/17 �i pnoDe:(sOs)tnt-Is;D.Fpe:(3a"i)A71-Isn 4268 Westraads Drive z •• s•'........... \ p' a 0q;tntec000a, West Palm Beach, FL 33407 3 DRAV:It•N,, 3 SZONAL 0' ,, EB-0006719 4 17-103 WALTLA A MLR J.P,E. FLORIDA Uc,i 44167 6 5t1ECT 8 OF 18 P.E. SEAL/SiGiQ#fl)FtE/L'ATE