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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 M • Professional �. & r SCIS Home I Log In I User Registration Hot Topics Submit Surcharge ( Stats&Facts I Publications Contact Us I BQS Site Map ( Links Search r Product Approval IUSER:Public User G Product Approval Menu>Product or Application Search>Apolication List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved a Y Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com copy Authorized Signature Bill Feeley Irodriguez@easternmetal.com ®�� Technical Representative VIEWED FOR Address/Phone/Email ;GODS COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email ®CC Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 12/31/2020 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF 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 1994 Equivalence of Product Standards Certified By .y' Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2020 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 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 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top 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 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, it and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 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 II 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send 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: r PW �.q ® eClg, M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT KOH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE JURISWCTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.M)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONOIDON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D,DESIGN WIND LOADS AREA 1: HV BLADES n & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S,O)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET Y IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHITTIER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE D 110214.01-03,{10715.01-03,$1004.41-05,81214.01-05,#0317.02-06.$0609.01-10 AND#021041-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-11186 AREA 2: HV BLADE(1)AND HV WINDOW BLADE Ala AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&2G3 PROTOCOLS LARGE MISSILE, (WHERE APPLICABLE) -HV WINDOW BLADE 0{0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIRD ZONES 1,2, 3)BASIC PROTECTION ONLY AND l 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADED AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA N.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAT.BE 114x2.75'AND 814x7.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTETRMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k3l YIELD STRENGTH AND 180 kai TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HY SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30,0 kai AND 35.7 kxi FOR END CONNECTION DETAILS I-8,CONCRETE/BLOCK SHEET 10 6045-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50"1 MIN,YIELD STRENGTH AND 90 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NN BLADE a: 12,13.14,15 A14D 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&m WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATEN(5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. 9.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.CONTRACTOR TO SEAL/CAULK ARS-'�:.HV WiNDdtY BLADE ti1A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO AREA 4• HV WINDOW BLADE Cl)ONLY CFNTERMAIES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. A 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.014E VSEL StIA1.BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS 1NOICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROWOED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(c)THIS P.ED,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.O. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED H£/SHE NATES NOT COMTE FROM 70BTAIN DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS18RITY, PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED BNAZID IF ALTERED BY ANY MEANS. (1 SLOE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.G.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.C.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FEtF+"rrr"'s'f� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TI.TECO.INC. ®2Q17 EASTERN METAL SUPPLY.INC. aY' �: chiSs :`�9 BERT A HVTM .,� I r c Q ,N.. A.S.S�A� Accordion Shutter System FLY.BLADE#1 W/OR W/0 H.V.VAN OW BLADE �� i } American Shutter Systems EV.N DESCRIPTION DATE DRAWN 9YI LC. TILLIT TESTING & ENGINEERING COMPANY T 'rL Association, Inc. 1 0lo Ts-oB5 7/27/1 OA1U x7/27 n 8135 N.x.18tt.S4,Sts.3D5.YJNPKA GIIiDaLS,FLGtOA 35/8 4268 Westroods Drive 2 -;r1- A Phone:(305)871-1530.Fox:(305)071-1531 ~' mil tyr 1� o--1:t8toc000W.c- West Palm Beach, FL 33407 3 DRAWING Na ttILI WALTER J.n0LLR1 Jr.P.E. / 17-107 P.E..S�Mt�Stf,NA`AURE/DATE FLORIDA Lx t 44157 6 SHEET OF 20 t. ^ * @A VARIES 4 .09 Thwk OUALIFIED(TR USE W COVERED UNDER US PATENT # 5458179 OU 04 HV DIRECT MO HI HV SLADE HY WINDOW BLADE* QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER SLADE(1) -SEE Ll DNS OF USE OF BLAD ON 6063-T6 ALLOY ARD TEMPER .37= r- 6. 72 842 I in QUALIFIED FOR USEPW/2HV (�)HV WALK—OVER TRACK SLADE((D (�)HV TRENCH TRACK BL4DEAW QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-16 ALLOY 0 TEMPER BLADET ONLY. (Eq HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 00 1. VARtES 1.936' 6063-T6 ALLOY A TEMPE 83* F T, � 32J 1670 670 67 Owu QUALIFIED FOR USE NY/ W BLADE(I ONLY 103 (�4)' BI)—WALL HEADE FIED FOR USE W/ HV BLADEM ONLY, 6063-T6 ALLOY AND QUALIFIED FOR USE %V/ HV BLAdE QUALIFIED FOR.USE W? HV SEE SECTIONS FOR VALIDW.— SECTIONS DITY, 6063-Tfi ALLOY AND TEMPER 6063-T6 AL OY AND TEMPER BLADE(J)ONI Y 6 TEMPER 1- 10.06 107 2- 5-VAX. I/W 1/6' P_ ll� - __ F"I 3- �0,090- (10 SIDE ANGLE (2-6 CORNER POST OUALIFIED FOR USE W1 HV ALUMINUM ANGLES 109 2.5* 7*MAX.1 OA90- 0.190* TUALAFIEO FOR USE W/ HV 8 E QUALIFIED FOK USE W1 HV BLADE(D 6063-76 ALLOY AND TEMPER I i i A ORMA R1111 DING CODE(Non High Velocity Hurricane Zone' j 02017 TILTECO,94C. C 20t7 EASTERN METAL SUPPLY,INC Accordion Shutter System f7iLl_EC-0 , A.S.S.A. KY. aADE#1 W/CR W10 KV.WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N. DESCRIPTICH DATE ORAWN 9Y. LC Association, Inc I OLD IS-GS5 07/27/17 SAX' 07/27/17 OF 5,rLORGA 3)161 ._Z1 t�tmftw West Palm Beach, FL 33407 17-107 Ee F— TOF 20 .41 . = | ~ ` 4 660' - ME CAST 4.D334, 767 45' 93' WA, 20.1/ THR NI EHAYLL �20- P. S1.100 pk"TED 144CADED fE EAST 7 HWS�LX EDNIWEL 61 BAKEO PAINTEDE V_ ESS 6.U RN GRAS GAL, 4s. GRASS CnMR \_owS GYMMER n QT &Krm(CHROW (MADGE PLATCO) A) I X/ MATED) 17 1 325 21 HV CENTERMATE UALIFIED FOR USE W/ HV BLADE(D& I LY q_g) HV FLOATING CENTERMAIg HY LOCK HV EGRESS LOCK Gj za- 1 11 QUALIFIED R W 14V QUALIFIED OR USE W/ KV 6063-Tfi ALLOY A TEMPER OU�&IED FOR USE W1 HV BLADEQ)&QA)ONLY ONLY, BLADE & �ONLY. 6063 (2 0 , Hy CORN ER CENTERMATE 0 ALIFIED FOR USE W/HVLA _ONLY T-250"O.Dl .518, 6063-TG ALLOY AND TEMPER PLAS71C _515. HEAD 17 4.045" MOLDED TOry SCREW 2.079' 1,753* 0 L U '­360*AFTER RIVETING BEFORE R IVnNG 1/4"0--20 x 3/4' S.S. THUMBSCREW 1/_4"0--20 RIVNUT* 6 SMES 4444 ALWANVU(2024-13 ALLOY)LARGE FtMGE THIN 2,750' CHERRY WaMl,PARSPPENY.NEW JERSEY 07054 OR EQUAL,SHEET NUTSERT,PART 1 0820.AS MIUFAMPED BY AVDa PLAN FRO14T ELEVX"ON HV MA "'ll-LOCK UNTERMATE 4.566' CS HV ALTERNATIVE LOCK LOCKER FOR -T- L0QK QUALIFIED FOR USE W/ HV BLADE Q)ONLY C9: HV FEMALE "T" LOCK CENTERMATF HV "T" LOCK 6063-T6 ALLOY AND TEMPERND TrY T6 ALLOY AQUALIFIED FOR USE QUALIFIED FOR USE W/ KV QUALIFIED FOR USE W1 RV SLADE(DONLY QUALIFIED FOR USE W/ HV BLADE ONLY BLADE Q)ONLY, 6063-T6 ALLOY AND TEMPER 6063- F`E�) W/HV BLADE 01 ONLY. 1.917 17- 3.151 m4 D FITUR A32 CYLINDER oil 053- DER ry .063 .()62 6 KEY CYUNDER 114' - 1� M 4. Q .545" 125*M­ HD CENTERMATE W/ NO LOCKINO ROD AO HO CENTERMATE W/ LOCKING ROD 0 QUALIFIED FOR USE W/ FIV BLADE(j)& CA, QUALIFIED FOR USE W/ HV BLADE(I,& UA 6063-T6 ALLOY AND TEMPER6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV SLADEt'I"I& 20 S.S.OR 316,.- 1130, 6063-T6 ALLOY AND TEMPER ACETAL THIJUSSCRM *1/2- (SEE 0 14DER ly OR KEY L* CYLINDER1.57 W.� LOCKING RODS QUALIFIED FOR USE W/ HV BLADE01 -T6 ALLOY AND TEMPER @6) B"ZS"O-16 ACETAL 20 AISI 304 BY RECENT HAROwARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-76 IERIES S.S. THUMBSCREWS QUALIFIED FOR USE %V/ HV BLADE 01 & CA 5 INSTALLATION WILL REQUIRE A 7/1 HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV SLADE(D 0 LLED AT TRACKS FOR PROPER EDM'NT FIED FOR j,%,YjjHV B FLORIDA BUILDING CODE(Non High Velocity Hurricane Zoneit : 4�w 02017 TILTEOO,INC. (D2017 EASTERN METAL SUPPLY,INC, E BERTHA HVTF, Accordion Shutter System 7 A.S.S.A. RV. RADE#1 W/OR W10 KV.WNDDN MADE IM 4} REV.W American Shutter Systems TILLIT TESTING & ENGINEERING COMPANYDESCRIPTI DATE ORAAW BY, La. Association, Inc. I OLD 15-085 DATE, 07/27/17 RX.36th.St,St..301.MAGMA DEW.FIOROA 331" Ph.- (_'05)671-%WO.re.:(305)671-1531 4268 Westroods Drive 2 DRAWING No .—Mal t'At.. West Polm Beach, FL 33407 3 —107 -0006710 17 R.A.TILUT Jr.P.E. FLOROA Lk-1 44167 5 SHEET p R DATE 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FUR 12*MIN. Cc HV M HV 4@1 TO WIDE HV SLADE 1 Vr-E 87V Q kv LACE 01025- .0625 n62V fiv cow a wnw x HV BLADE IA BLADE's Y KNUCKLE LONG RECESSED NYLON BUSHING 30 (TYP) 0 .0 HV SHORT RECESSED NYLON BUSHING ag ,,,!i RIJIOP�' In 50* HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES -7_4 5� 4 A% f-, 0.870-x3/16- THICK NYLON WHEEL, ?/a-wIN, Dow CLEAR 315.0 SEPARATIO 3.7500' 0,188'0 AISI 302 SERIES 5.5. RIVETS INFEtt 8825'X0825" SLADE EXTERIOR OPENINGS I 712�,.MINI IT V11 Y ,0 P, (DOR (9 X so X .3.00 @ HV 1 3/4- ACCORDION PIN W/ #8 HEAD ON Cj NIERS _47P" "v"40- HV 2 3/4" ACCORDION PIN W/ #B HEAD 1,2 1/4 "MDR r.FVAL0,4 @ CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW —E- T-YEICAL HV WINDOW BLADE AND W7 __T N.TSPQLYCARS-ONATE HV WINDOW DETAIL 43 (DOR or OTE FOR ((SEE NOTE (DOR POL RRONATF IMPACT RESISTANT HV WINp V' SAYER MAKROLON 3103 POLYCARBONATE MIN.C RESINS, UV-STABILIZED GRADE OR SABIC 52,1MIN.C.-ICE Ito BLADE BOTT M INNOVATIVE PLASTIC LEXAN 103 RESIN HY PIN REQUIR ENTS AT EXTERIOR BLADE KNUCKLE FOR Iz A- OR (SEE NOTE -F" ON SHEET 19). tly (1) HV PIN 4 SHALL ALWAYS BE USED AT ALL EXTERIOR J BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR HV (9 SLADE. APPUCAStf IIOXT IRICAL MITER ASSE-1 r(PrAL FROnRM HV I AT REFEROME 'I" RI (2) HV PIN 0 MAY BE USED IN LIEU OF (9 AND ONLY AT OR B.O!Ol"'.xVCKLE, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00,174-, (SEE NOTE * FOR a W.01w Mw 0."3 ibp� BLADE WHEN CORRESPONDING TO INSTALLATION 'I I", SHEET T. REOUIREMENTS) 9.500 P&L RD4A%STROMH Af raD AM 0700 12.500 p'.L 14.400 0.1 (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER nmaa UM&US AM 070 S-0=0$,.. VSQM .k w SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOUM am ASM MM 16 n-v/. 17 rr Pt SHEET EWE pj"wa 2ME&%EB=. ffEL CARRIAGE DETAILSUDKe DE14V ASPM 026W 47.2 S 64A x EMBLY LAYOUT WE w Buf_"g AM om PI CLASS C-1 CLAM Ulu Mn" ASTM 01928 1040 980 T AM 0256 Tezu IV.08 WvfIP­ ea-0"A Tormc 1114"1 "61 66606660n HV BLADE SQA & fA HV WINDOW BLADE DETAILS FLORIDA 8UILDI CODE(Ron High Velocity Hu P,Tf/;,N__ rricone Zone' ............ 02017 TILTECO.INC. 02017 1 RN METAL SUPPLY, INC. EN BERTHA HVTM i Accordion Shutter System EC 0 oucA A.S.S.A. KV. R.ADE#1 W/OR W/O KV.W=W MAX TICCIT TESTING & EN13INEERING COMPANY American Shutter Systems XV.N. Qcsmptlo" UATE LC Association, Inc I OLD 15-085 07/27117 -T._.i/27�11 % 6355 ISM,Jgih St,,SN.103,V. 4WONS.FWROA 131M " - P"no (305)871-1530,Fox;(J05)871I-IUI 4268 Westroods Drive 2 DRAWING No L,�........... !Zi�- V -X t*.C.O.,L West Palm Beach, FL 33407 3 ES-0008719 4 17-107 WAITER A.TIUJT J,.P.E. fLOMQh U.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 ONCRETE ANCHORS POURED CONCRCrE POURED OR CONCRETE BLOCK (SEE SCHEDULE ON REQUIRED 1/4*0-20.3 4'SS. POURED CONCR S"HEET 13) CONCRETE ANCHORS 11-6.111 CIREYr. CONCRETE REQUIRED (SEE SCHEDULE ON 20 REQUIRED 7-- CONCRETE ANCHORS @@-&—"0E(SEE=NF4Na@ON$14ELY 7) SHEET 13) NUTS 0 12'O.C, (SEE SCHEDULE ON SHEET 13) min. L4) Min. 1/4*0-211.344"S.S. _@Oad -ED- MACHINE SC EWS ED ED ED "-2D NUTS - USING 1/4 _1 1/2 7 0 12"D.C. .250'Mo.. 11 OR 5 @3 OF1 1 105 E,0.- —@ D' "U� SLC RED 250"Mow. 150* I E, i E.M OPTIONAL ii _-PTIONAL L Mw�SEPMAUO14 TO GLASS FOR ON SIM 10-11,0 ftAx ID C11 OR CASTING G,.---r—(SEE SCHEDULE ON SHEET I Mft SEPARATION TO Gul'SS g"S I-(SEE SCHEDULE ON SHEET IT)- G S-1 OC HV WALL H ADER INSTALLATION HV WALI_ HEADER INSTALLATIO_ MY WALL HEADER INS-TALLAT N + KEYS—TONE UW.SEPARATION TO EXASTING —(SEE SCHEDULE ON SHE )I) G; ExiSTING— �m MI&SEPARATION TO GLASS TO QASS(SEE oil -(SE GLASS E.SCHIEDULE ON SHEET It)- EXISTING CIPTIOrm @ V14*M... OPTIONAL E+ 0,., LEO EQJ _j /2' 13 OR @ I 4 L EO- PHILLIPS OT,�3 4S S.S, 1/4'0-20.3/4'S�S�PHftlips 'A HEAD CONCRETE ANCHORS TRUSS HEAD MACHRZ SCAM VACHIRE SCREWS USING 1/4'-20 NUTS 0 12-O.0 �-(SEZ SCHEDULE ON VI/ 1/4--20 NUTS 0 12-O�C. CONCRETE ANCHCRS POURED CONCRETE- SHEET 13) (SEE SCHEDULE ON SHEET 13) j , , Lna� OR CONCRETE BLOCK POURED CONCRETE E ANCHORS REQUIRED CONCRETE MOCK LCRET GLASS ET 7F REQUIRED HV WALL SILL—INSTALIATIM T_ (SEE SCHEDULE ON (�)HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE 9LCCX WALL REOUNED FIV WALL SILL INSTALUTION INSTALLATION DETAILS WZ I-SEE SHEET 4 FOR TVACAL SHUTTER E,0.-EDGE DIVAN-L SEE 1UM5ArgNS USE FOR ASSEMBLY QADONS Of 2-MO NONG SECTIONS CAN BE COMBINED (SEE SPECIFICATION$OWS.. T, BLADE LA)ON SHEET 19 (D H V BLADE IN ANYUNAY TO SUIT ANY INSTAILLATTOR. High Velocity Hurricane Zone' FLORIDA BURLWD11111 CODE(Non @2017 EASTERN METAL SUPPLY,INC. 02017 110ECO.INC� E DEWTHA HVTM § Accordion Shutter System ZTILIECOINC, A.&SAIIIIII KV. RADE#1 W1 OR W/O KV.WINDOW BLAM American Shutter Systems RrA W. DtSCRIPVGH DATE CRAM SY- L.C.L 821L SAM. 07127/17 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 0 0 ID e A�A 6us Rlw�3t� 5W=1 win"A GMU41 NOMA A3115 Drive 2 ....... (105)871-1530,raw; [30)671-1531 4268 Westroads — —DRAWING No _0:tqk...0001,— West Palm Beach, FL 33407 3 W-0005710 4 17-107 WALTIER A,PLUT J,p.r_ FLORIDA Lic.IT 44167 5 SHEEr P.E. SEAL/SIGNATURE/DATE 0 OF 20 SSEC NOTES ON LOCKING R,O�DS 0.NY LOCKS 15 0+ OIL SHEET 5. OUT 9 IN /-EXISTING GLASS INSTALLATIONS W/ 7 HV * �E SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES GETtTERL RTES APPLICATIONWiN BtADE01 3 �°"�°A©'COQ°�10 •v/� OR SEE END MALL CONNECTION EXISTING GLASS DETAILS ON SNE�TS 10 & 19 x.2 M,/e.o`-x 1 I 80. 1�8 oR®9•Qon�.((�6 3 1/4- 7' 6 T/2" y (8053-T6 ALLOY)ALUM. { MMET,QY A ANGLE W/(x) 1/4'0 TAFCON 1/2- a+�' AM+CRORS TO CONCRETE I CENTERMATES CENTERMATES t hit . PARADON (TOP/DDTTOM)& , ;fogs/4's,us.o fY W�' HV 1-- OCK ar (��J ,/ HV LOCK 24 or 2�5�` To s (4)#10<1/2-S.M.S.TO TUBE G.C.FULL LENGHT. AT EACH ANGLE(TYP} * {SEE SErr Nzl 5 30 35* FIN 3 ON sHEET 11 I k --------- - — — -- --- - --_ -- —�-- -- - - - — --- 1 I 1 0 IV L " � HVB QUT�'y � « �- HVC 10•®rQ'LJ°"Q�'�� HVA t ��� TR8��10 T@� EXISTING GLASS -PflURc BOCK OR ®•O7 •Qta©•�:l• 1 {A I {0•@5 D+�«+ a �� EOU EO BLOCK WALL Fs..EX1 NG .QOq . @«I XISTtN S —— — ——�A� .-0���?c1�r`1� w Ta GLASS ` ,`i v �J l!,/ c.7 MIN.SEPARATION CENTERMATES 6 ©.®�A�•doN�B . _) GLASS b 1 * (SEE SCHEDULE �—(--— m, 1 yV LOCK � �� f OA�` •� * / �� � (TNTt RiiOR) V.:l'{i t5f OR�•©O9�•�$ ON SHEET I T} I I.1+N. SEPARl.TION a TO GLASS (SEE SCHEDULE t'A =IN OPTIONAL J - --- -' INTERIOR ON SHEET 11) ( ) ti f"� r-1 --^---"'s�------ -_..._.�..._— ---_..._-.�___ ANCHOCRETE RS 0 L, T - - -—-- _ - - * 1 1 1 16"O.C. a --�1 ,— 5 ^+ * 7J VARIES `ea ", 9a ` * a �+� � 0 U T 6 uz-MAX.SLACK /�,j HVE HVF** OUT (1CTS/t '�. ��Franni.�y HVD 11'' -� FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone �= 02019 TILTECO.1140. C 2017 EASTERN METAL SUPPLY,INC. V`Ai .'"`,�CiIvN$l `••. _ BER A V, A S A Accordion Shutter System ;I; m L E G o i N C. ■ ■ ■ ■ KV.RAN#1 W/OR W/O H.V.1MWOW&ADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LEV.K OESCOPTION OATS ORA%U BY. L.C. :'•;y'swti Bs55 R.x.Lam.SL,St..wa VAMNu CARODNS,aoR04 331s ABsOciatlOn, Inc, t OLD 15-085 7/2711 DATE: 07/27/17 L Phone:(305)871-1530.For:(305)671-1531 4268 WestrOods Drive x DRAWING No Il a-mal:talu006oi.— West PO)m Beach, FL 33407 3 sf�NAIFN�'1'' ES-OOO6710 17-107 --~��'•rrrrrr t�rAAAt 11 WALTER A TILUT J.,RE P.E. SEALjSICNANREfOATE FtORDA 13c.1 44167 6 SHEET OF 20