Loading...
HomeMy WebLinkAboutProduct Approval 1I6/2021 Florida Building Code Online L _ti. BCIS Home Log In User Registration hot Topics Submit Surcharge Stats&Facts Pu1blicetl0rls cimitou us eag SNP KW links SeaRh .: Product Approval P 1 e t USER:puhlic User REVIEWED Copy P_rotluct Atxxoval Mt•-�i>Vrrn llp t•ict or g11 -It n Search>qp lu icatioa L s[>Apylicatlon Detail F FL# OR FL389-R10 CODE COM Application Type Revision PLIANCE Code Version 2020 STo L CIE CO■ ■ Application Status Approved �/ u/N Y Comments BOCC Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeiey@easternmetal,com Authorized Signature Bill Feeley IrodrigUCZ@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 Florida Engineer or Architect Name who developed the Waiter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 Ri 0 COI COI AGSo BLADE BLADEI ac FL389 R10 COI nl A ca B anal �rJO_ M89 Rtn Cnt Cn° A A BI nnFa wri Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 20 ASTM E-330 TAS 201, 202,203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgvYYHH2vjvx53MwsXdCOtOXPGxaLBB7Zzg%3d 11612021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 1110612020 Date Approved 12/15/2020 Summary of Products j FL# Model,Number or Name Description 1 1389.1 — Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks—(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No I FL3@9 Rio II DRWING ASSA- BL4DE3.12df Approved for use outside HVHZ:Yes Verified 8y:American Test Lab of South Florida,Inc. Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf FL3R9 R10 AE ['�t'_.ASSA DLP.JF .gLt 1 positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11'for 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 1 Extruded aluminum interlocking blad7eack�sratstop Only (Non-HVHZ)-Drwg 20-164 and bottom)for storm protection : ['Approved imits of Use Installation Instructions pproved for use in HVHZ:No FL-30 RIo It DRWjN,G A_$SA GLA for use outside HVHZ:Yes ; Verified By:American Test Lab of SImpact Resistant:Yes Created by Independent Third PartDesign Pressure:N/A Evaluation ReportsOther:Large missile level"D% Max. Span is 16'-0"for 30 p.s.f FI 389 Rio AE PER ASSA ULAVEnegative ASD load depending on centermates and locking rod Created by Independent Third Part configuration for the HVl blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f. for metals Stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation ti. drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No rIL,3389 RI O 11 011W A55A BLADE.1 Z..Q . Approved for use outside HVHZ:Yes i Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A 1 Evaluation Reports Other.Large missile.Max. 16'-0"span at 30 p.s.f ASD load FU89 R10 AE PER ASSA BLADgl 2.pAif for Blade 1 and 18'-0'for Blade 2.See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively contact us:;2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1024 The State of Florida is an WEED employer.QR rip' ht 2007.2013 Stale of Florida.::Pnvaw Statement:;AcCeSFibillty 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 mad.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275(l), Florida statutes,effective October 1,2012,11cansees licensed under Chapter 455,F.S.must provide the Department with an email address K 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 emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please dick bill*.., Product Approval Accepts: 114 WK-] WE] Del:*Card Safe www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B77zga/a3d 2/3 i 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 2020 CM011101I)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SFWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JUMSDICUON WHERE SHUTTER WAIL TABLE Of CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& BY MULTIPLYING THETA BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 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 WINO LOADS WAS bW 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 1600.1.2 OF THE ABOVE MENTONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.01-03,#0715.01-03.11004.01-05.01214.01-05.(0317.02-06, F0609.01-10 AND f02IO.DI-II AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE(1D AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3) &#1220.01-10 AS PER TAS 201,203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE ®#OW55.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL O.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND If 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 BLADE( AND HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LWRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACK$SHALL BE/14K275"AND E14x1.75•RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 W.TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 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 kei AND 35.7 MI FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SWILL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL 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 kai MIN.YIELD STRENGTH AND 90 kRI 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 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE IO: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12& X. WOOD SHEET 18 S.THIS BERTHA KV.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. PATENT/5'458,179 ISSUED TO EASTERN WC METAL SUPPLY,W. AREA 3• HV WINDOW BLADE U ONLY 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 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 HD AREA 4: HV WINDOW BLADE n ON Y CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. I I.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.ONF LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12'BERTHA H.V.ACCORDION SHUTTER SYSHM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED TO. 13.(a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.•PROVIDED HIE/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 (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE 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 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. FLORIDA BUILDING CODE(Non Hlgh Velocity Hurricane Zone, 11 LII 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. h'64. BERTHA HV, EN :��y: A S ice' Accordion Shutter System IL E C O 1Nc. a ■ Kv RADE fl W/OR W/b H.V.WWN RACE N0.441 7 American Shutter Systems I1ExNSINDNN DATE DRAWN W. MP �,: 1 TILL.IT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /2 DATE: 7/2/2020 1f GM H.W.36M.Su.Ste.305.WRGNN G ENS.FLORIM J318 STATE fQ �� Phone:(305)871-1530.Fax;(305)871-153T 4268 Westroods Drive a DRAWING No -e 11:tit—VI-I.aom West Palm Broth, FL 33407 8 90�;.• 'A)GORI _ G-0006719 20-164 WALTIM A Tuff Jr.P.E. SHEET i SH OF Ca FLORIDA U..#u16T 6yys/ONAL . .�'�FAL/SIGNATURE/DATE20 s.M R6D01I OAK � VAARS 1- tA1C' p ` r. , U 4.657' _ _ _ 4.999' Hy SOLIQ BLADE ' �ryi, (5�HV 90'f 180' STARTER 3OHV UNIVERSAL FLOATER / COVERED NDER US PATENT# 54 179 QUALIFIED FOR USE W QUALIFIED FOR USE W/HV BLADEC HV BLADE 01 - 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W 6063-16 ALLOY AND TEMPER ND .37J'_ 6063-T6 ALLOY AND TEMPER 3.228' 1.500` 3-T6 ALLOY A TEM R 124' - , �5 __ , iL Lr 1.000__ 72 R - --- -- �7 HV ADJ. ADAPTER W�LIP 4.{�@ .. .125e 0.072'__ 0.072' .920 _ 3.226' -'- QUALIFIED FOR USE W/ MV I - -- �HV ADJ. FLOOR TRACK BLADE 1O 8 QUALIFIED FOR USE Wf HV \^ -_-2xi' 1750" 6063-T6 ALIOY AND TEMPER BLADE j• QUALIFIED FOR USE Wf QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADF U ONLY. Y I A BLADE OO 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TG ALLAY AND TEMPER - t - - , 1.936' - _ BLADE 1.915- VARIES 7.936" 6063-T6 ALLOY AR D TEMPER - 1917,. '---.053' - YY too U—_U�II 061 •. 1a ` 1 3 J.529 _ 3.SZ0• - _ 3.520' -._ _.. ' i11( HV CEILING HEADER HV HEADER/SILL (1j3 HD CEILING HEADER/SILL OI�LIFIED FOR USE W/ HV BLAOECI)ONLY, QUALIFIED FOR USE W/ HV B:ADIL 11)ONLY -` SEE SECTIONS FOR VALIDITY- 6063-T6 ALLOP AND TEMPER" QUALIFIED FOR USE W/ HV BLADE�1 �4 SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE Wf HV 6063-T6 AL OY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY 6063-T6 ALLOY AND TEMPER X _ T_1 ' COWONEN" A 6 Ti 77 ( X Y t APEX YMN1 2' 2" 0.125 1 (7) 5' MAX. t/e' 1/8' 0.090' SIDE 2' S"Max. O.Is2' 0.192" X _AN(zlEs - - -- s- - ,� ,�� CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES '9, 2.5" 7"MAX. 0.190" 0.190•' BLADE O7 QUALIFIED FO USE W/ HV _ QUALIFIEDBUOnD-EUSE W/ HV 6063-I6 ALLOY AND TEMPER BLADE ONLY ` 2" 5'MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORID BUaAING CODE(Non High Velocity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. BERTHA „jll o2D2o,R,EGO.I^�. r , AS SA y ��?'• EN '•'��''; Accordion Shutter System L , C O t N C. . . . . FLV. BLADE#1 W/OR W/O H.V.WINDOW MAX X a No.441 7 = American Shutter Systems TILUT TESTING h ENGINEERING COMPANY EN• OUC0.1V110N, DATE ORAYM er. M P S 6355 M.M.3/M.St..SW IDS.VRW"GARD04.FLOASM 33IN AssoclaHOn, Inc. 1 OLD 17-107 T/z/ DATE: 7/2/2020 �'. STATE 0 �LO?.rJ Ph—:(305)671-15J0.Fa.:(305)e71-1531 4268 Westrocds Drive a __ ._ DRAWING No 6'x4coe.a.wm West °Olm Beach, FL 33407 - i %�,e'• FCORID ,. ' a� CA-OW6719 -- 20-164 .�Fs '•.......• G `�- MALTER A RLUT Jr.P.E 4 10'. �1¢`�SEAL/SIGNATURE/DATE FLORIDA Lk./44+67 s SHEET 6 2 or 20 4•-20x%/, , 20 74T nT ;o -0WH-1O-9M-U-SO-WI Mp A UwnWADL 4'-2 (2 TYP) DIE SCA SC-- I MED,T N=E, US EGRESS"IN 4, KNGE It �673 0 gm(f]fOME PLATED) s. BY LOCK QUALIFIIED FOR USE & ONLY QUA OUALIRED FOR SE W/ QUAL FOR USE W/ HV HY FLOATING C 6063_T6 ALLOY AND TEMPER ILD FOR USE W/ HV BLADE,1)&:1 ONLY 0 4 -475: BLADE:(1)& ON BLADE(1,)& ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CE ITERMAJE 2w O.D. DAUFTED FOR USE W/ HV BLADE - 2.874* 6063-T6 ALLOY AND TEMPER PLASTIC .518' -7 4.045' .;2': MOLDrP 2.079' 1.753' ti -360'AFTER RIVETING fi 2 205'x3/4" FORE RIVETING ES 9444 ALUMINUM(2024 73 ALLOY)LARGE FLANGE TH4 7 7 a22" PART#0820. MANUFACTURE)UY AVDEL -------- CHERRYPARSIPPERY NEW JERSEY 07054 OR EOL� PLAN FRCNT ELEVA7'.ON HV MALE -T- LOCK CENURMAT _ -. 4.566' -T- LOCK LOCKER FOR 'T' LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE UIONLY HV FEMALE "T" LOCK CENTER MATE HY W63-T6 ALLOY AND ILMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6 QUALIFIED f-OR USE W1 HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE(l',ONLY W/HV BLADE(D ONLY. LADE ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' CYUM8 4,32 --,-I'D THU TUR NCER OR .1m KEY CYLINDER 0.67V W.. �o 1 .125'M.. rnLA A TI .405 E LOO got) Hp cENTERmATE w/ ZopKimp, ROD 0 F QUAL16FIE FOR USE W/ HV BLA 1)1 r. QUALIFIED FOR USE W/ HV BLADE 1 & 1A 0 'D 60 -T6 ALLOY AND 1 TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES. 1 QUALIFIED FOR USE W4 HV BLADE Ul &UA 1/4-0-20 S�'.on 318-f-_is 606 -T6 ALLOY NO TEMPER THUMEnURN XETAL THUMBSCREWS. tl/2' (SEE DETAILS) CYLINDER a OR KEY CYLINDFR .57 Min. LOCKING ROD 1/4'0 OUALIFTE) OR SE W/ HV DE 01 375*0 (R HD LOCK 6063- L Y AND T PER W 3/8"0-16 AC HV 1 Z4" 0-20 AISI 304 BY REGENT KARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. "�'ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 IN BLADEQ)& CA 4 C5 INSTALLATION R A 7/16- HOLE: THUMBSCREWS DRILLED AT TRACK FOR PROPER EMBEDMENT QUALIFIED FOR USE W.' HV BLADE I QUALIFIED FOR USE W1 HV BLADE�) FMDA BUUM =(Non High Velocity Hurricane Zone, 9.2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. BERTH VTM NO.44 -T-co ,., A.S.&A Accordion Shutter System 67 7 L E KY. BLADE#1 W/OR W10 KV.WNWN RASE TILLrT TESTING & ENGINEERING COMPANY huffer Systems V.Pit, DIESCWMON -Lft�St. MP z ofAssociation, Inc. I OLD 17-107 /202 oVT-- f/2/2020 STATE F 1210-IZO 63W N.M.351k SL,Sm.X3.VAMNIA GARDENS,FLORMA 331M -15M.Foe:(305)671-1531 4268 Westroads Drive Pt— DRAWING No OR West Palm Beach, FL 33407 3 20-164 *'Zylo/ON A W&TECAX="'q". 4 SEAL/SIGNATURE/DATE FLORIDA 44107 5 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR -- lD HV BLADE 1 41 '� -® a I 12 TM 8tJ DE TOP .0@5• r - - ® HV BLADE lA BLADE 0625- 3 .0625- .0625" a\ ® I J5" HV LONG RECESSED NYLON BUSHING x O Y 'I. M, I •0 OPENIN 0615`i"TB Y ONLICK E -.4 ® HV SHORT RECESSED NYLON BUSHING t3 j I o HV NYLON HAT WASHER I. OOR ® �w FIAT POR*10n_! p• 17 ELATE iFArOR d /• 375c, ® HV WHEEL CARRIAGE AISI 302-303 SERIFS I a 4 I ® 44 //e2.6Jso• 0.870•x3/16" THICK NYLON WHEEL. !�31 I � � � - ' CLEAA 0.188"0 AISI 302 SERIES S.S. RIVETS j _._ j nip 2 J%8"Mi9. - Hy NNDOA' { EP�RATI . ... ,.315"b CLEAR S cn - e. BBLADEN i 06<3 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * . � Btace s7Jso0 3 - (EXTERIOR A_"�- I -�T I., o CPENINGS --•. e 2 WM 1/ON NTERS0625' h`' © HV 2 3/4- ACCORDION PIN W/ #8 HEAD * 1 �4� m_ ® I I 41 ,47�i" o .. LJ'd7:07 POLYCAR13ONATE IMPACT RESISTANT HV WINDOW I r. , TABS • TYPICAL HV WINDOW BLADE J& AND ��� j POLYCARBONATE HV WINDOW DETAIL O OR® ! 5 or q3 -= - N T.S. FEQU)REMENTSS. ) I I I OOP. 1 I I - ':7 I *,,I *POLYCARBONA?E IMPACT RESISTANT F V WtNCC• BAYER MAKROLON 3103 POLYCARBONAPE �[ IN REOUIREMENTS AT EXTERIOR BLADE KNUCKILIF FOR t i 2•wn.c Er r+cE RESINS, UV-STABiL ZED GRADE OR SABIC x TC&/DE e M INNOVATIVE PLASTIC LEXAN 103 RESIN HV I.- /HV.1A' I u�I-. 1.-(SEE NOTE "F" ON SHEET 19) - I -✓ PIN © 2-4LL ALWAYS 6E USED A- AL- EXTERIOR ® NWT SL I'JM KNUCK_cS 0= HV ACCORDION SYSTEM W/ HV Q OR 3� -IV (9 BLADE. I EXTERIOR POLYCARBONATE SOU RCE$ FOR TYPICAL SHUTTER ASSEMBLY t l; AppUQ M tILAAr N.RS _•`.. 'TWGt P,iOPFP.-ES yTMOAIS �MM o 4' i 9EFE9IIi2 2) 'rV =iN MAY BE USED IN _IEU OF ® NV PIN AND ONLY At ®]R ExTER AT KM ,00.� wme EXTERIOR BOTTOM dNJCKLES OF HV ACCORDION SYSTEM W; HV 1O 00.324• i umr.'S KNUCKLE. I F]S 2l 9U+DE WHEN CORRESPONDING TO INSTALLATION "11', SH=E 7. 0 �3. j SEE NOTE FOR sFEnn:vnm ury 07sC JO.J 9/n' Cw:a/'n �/ t: REQUIREMENTS) r MTcwuru, I 1F]t94F`It7.D STFa?yTN ailY(16J! 9,VJ0 ii:- 9.JM Ps.i. W/ 1/2' O.D. 1/16" THICK S.S- WASHER M'�O �{I ai F.=tura•.s-NErwm<r,a .umDTsO :z=o.,.,. STALL 8E JScD FOR DIRECT MOUN- INSTALLATION PER DETAIL X, 'JhEt ® i 1 I eo-ctlm=0 r6Tt 02M Ia rt-min+ ..Fr-m7a MEL CARRIAGE DETAIL rAwo.E D 45rN 02w, .7.2 i US;.•a v�.i ASS w r. EMR1 v LAYOUT w E cF—111c �s N .s a-1 CLM C-t An RTS sEt=ic.,K .m D's" Im T NO•F 1 : ASN ow TENSE '•1=SrFPICrII A,IER 1T UlN: Am M 9W2 P•' aa.0 p.vi. 1 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS �Ny_ '� r, 6Nc nro 6'° WI a>. EaJ P•,. N S. FLORIDA BUILDING CODE(Non High Velocity Wrrrccre Zone, ^20eii'aUECO,!w.;. 'V 2020 EASTERN META( SJPPLY, INC. �CE� A.S.S.A. Accordion Shutter System F� y9�=�-- =7i E C 0 1 N c. KY. BLADE#1 W/OR W/0 H.V.WINDOW SALE No.44 g]�w-= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 7t• Ky.Ilk OESCRIPTIDN DATE 74tAMti 9T. M.P alSS N%''.J6t11.St.,St*.JM.MKINA G.RDFAS.FLNI: JJ74 Association, Inc. I CLD 11-IC7 ��Lp2p /2/272 DATE: 7/2/2020 i�'•, STATE F %non•:(775)a71-1530.Fa. (70.5j871-1531 4268 WesGxds Drive 2 r mon:tiL•eoOoeLcom OR.AWING No �.C•'• '�(041 •'CG/ G-0006)19 West Palm 3e0ch, FL 33407 3 �+ - FS'• .•'� HALTER A.TILLR Jr. P.E. • 20—1 64 S�ONA L/SIGNATJRE/DATE FLCRICA UK.B•4167 5 SHER uum 6 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES: A f C O Y f f T u a :�"� 1 MANDATORY CONDITION il: ONE HV LOCK,'�or�SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN l3 OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105�,AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOV OR ,i CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 35 TYPICAL SHUTTER ELEVATION. T@.,20 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS _ OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATESf 2S OR 1� SHALL BE AS INDICTED ON NOTE (1)ABOVE. I - LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HQA 3. OEMNAL CONDMON J2 OWID ONLY WHEN h"RMIRY coNDMON#I OR LIMITED MANDATORY CONDITION H.V_LnCKc1. LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY --24"0 I BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 1tl �l,.�y 4.MANDATORY COMMON ft ONE HV LOCK&4 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN '.A�, tJ t AND INSTALLATIONS AT ANY ELEVATION. FN LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, $,� ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING ROOS11F (� �� ' MMAXIMUMAT TOP A BOTTOM SHALL BE USED. LOCATION OF SHUTTER SPAN SHALL BE DETERMINED ASLPER SCHEDULES SHOWN ON BE AS INDICATED ON 12. SHUTTER ELEVATION. I i II I ! G9 3 AITERNATE TO MANDATORY i ga 2 OR 22 ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND �; INSTA_LATIONS AT ANY ELEVATION.ALTERNATE LOITION OCI( MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4-0-2Ox3/4-ALUM. RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. `\ I 6.MANDATORY COMMON /t TOR KEYSTONE MWNING MWALATKINS ONE HV LOCK 0 or k$or a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO s8', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(24 or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®er®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEF FND I MS LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ Cal". ON (�pp SHEETS 10 jI� "3� I OR d TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON Y i [ N f (J K L Y ► (OT 'xy IY�J Mx k YYY v/� Y 18 TYR FULL n *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. 35' OF CORNER - Nuom WoN - -- - CENTERMATE I. ONE ALTERNATE FFV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©ox®�©�Oa 8 TO•IL:�� INSTALLATION A7 ANY ELEVATION. AL RNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 10♦ ®♦�© Y7' -- OF LOCK®INCLUDES USING R INFOR®G LOCKE r•AS SHOW ON SECTION FNG. SHEET S.WHICH MUST BE i a ♦ oA CONNECTED TO CENTERMATES AND W/ 1/4-0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8.0 x 3/32' WINGNUT OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIOSPAN OR 12' i ©.0.©a®•O•@ aN MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS I'TOP AND BOTOM IS MANDATORY. ®�@a(0-@a 0.@ a �. I ®. LL�JJw®.®�`�1.®a *NOTES ON HD LOCKS & CENTERMATES: f1. NOT(114 W/ND CENTERMATES 31 OR !2 W/33 ONE ALTERNATE HO LOCK yy MAYBE USED IN LIEU OF TYPICAL_1 _HY_BLADE SHUTTER ELEVATIQN MY LOCKS 24 OR FbR ANT SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�MAY BE USED N.T.$. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LACK TO 0 IS W/3/B x 3/8'F.H. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HDB- AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�4 IS COMPLETELY OPTIONAL FLONA BUp.IK CM(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. OZDsa 1ILTLCD..NC. BERTHA TM �. A.S.S.A. y Accordion Shutter System ■ ■ e ■ H.v. BLADE��w/OR wJb H.v MttmN BLADE No.441 I — American Shutter Systems EV.N. DESCRFU K DATE DRAWN BY: MD r------ TILUT TESTING t ENGINEERtNIG COMPANY *; j Association, Inc. I OLD 17-107 /2/ DATE: 7/z/zozo * / � lT.,9 N.W.I.--—VWGNAA GARDENS.FLORIDA 331E STATE O s Ph—'(305)8l1-ISM.Fox:(.wsOfn-1L31 �268 Westroods Drive z DRAWING No moa:Lift.. aoLoom West Palm Beach, FL 33407 J 2�— 64 y���`�: e�ORID •,•' L� - WALTEN A n�'u'r18r.P.E. ` �'�y�s`s/ONAL \` /SIGNATURE/DATE FLDR'w LIc./ 44167 5 SHEET 0 20 i CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4'e-20,3/4'S.S. CONCRETE CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED 1 REQUIRED ED _ _ ._ .- © rpR �1 (SEE SCHEDULE On NU / ANCHORS1 18 �(SEE NOU>+nNG QON SHEET 7) I I SHEET 13) NUTS O 17'O.C. SCIIEMILE ON SHEET 13) 1 �, 1• in 1 4"0 2 4'S . N� .12 OR14. / - / .S Ox3 1 ✓ EO--EO- MACHINE SCREWS _.-. ,. -EO USING 1/4-20 NUTS 1 191 O 12'O.C. nf � E.D! I 250'Max. _____ , 1$'tXl 5 ___ O Q F D• D- 250•Mo.. � I; I. . E.D• l i I"" " E.D.• t t it OPTIONAL OPTIONAL I`St7lLU[M KIN.SEPMAAON TO CUSS tl n POA mWo-a u- 1 OR I �w EXISTING - EMSTING t31!tM 1 I t ® CLASS (SEE SCMEDUIP ON SHEET 11) 1 II B66 Am MIN. SEPARATION TO GLASS !`(S ' �-� �! I EE SCHEDULE ON SHEET 11) 1 EXISTING A R Gass— 1 1 HV WALL HEADER INSTALLATION rB NV WALL HEADER INSTALLATION + KEYSTONE EXISTING CLASS--I I - i MIN.SEPARATION TO GLASS, GLASS t4H ' i Sy I i if EXISTING (SEE SCHEDULE ON SHCEr 11) 1 70 (SIXI I P II Ij- 1 OR i KIN. SEPARA"1GN TO GLASS � - GtA55 _ I 1 � m �E - tI 7 1�; I (SEE SCHEDUI'_ ON SHEET 11) stoW m C.SIM L® 1 1 EbSIMG i ``f OPTIONAL 1•. E.0! I i Ij •)i� E...�' OPTIONAL I 6 I ` - '-► 13 OR OS d III ' I. E.r• t III 1, 9 E.D' r --- 12oR1� 1/4-0-20.3/4-S.S --- -�-- -EO-•-EO- PHILLIPS TRUSS HEAD 1/4'0--20.3/4" S.S. PH;L_IPS CONCRETE �� • Qolt16 MACHINE SCREWS USING ANCHORS -TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS _1 I/4--20 NUTS O 12-O.C. "CURED CONCRETE SHEET SCHEDULE ON W/ 1/4•-20 NUTS 0 12•Oc (SEE SCHFOUI F. ON SHEET 13) Mi` OR CONCRET BLACK POURED CONCRETE OR CONCRETE BLOCK - -- -' CONCRETE ANCHORS REQUIRED _F I WALL REQUIRED rD� HV WALL SILL INSTALLATION (SEE SCHEDULE ON '( HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE 5: _ INSTALLATION DETAILS WI 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D. a EDGE DISTANCE `' ASSEMBLY •SEE UMTATIONS OP USE i0R '� H♦ BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEE" 13) BLADE lNJ SLEET 19 IN ANY WAY TO SUT ANY INSTALLATION. -- RM@A (3IJ Ca Mon High velocity Hurricane Zone, ```��Il�ill ozozo rA,rzco.INC. ®2020 EASTERN McAL SUPPLY. INC. ;.,P�,. ....... !/1�.� BERTHA TII A S S A OW Accordion Shutter System / 1LIEC O E N o. RV. RAX f1 W/OR W/o KV. WND MAX N0.441 _ American Shutter Systems REV.N. IxscaPnoll wrz duvet 10: MP s*; * •:,�. �3�S�� - TILLIT TESTING & ENGINEERING COMPANY Afe00ION0n. Inc. t OLD 17-107 /2/2D' DATE: 7/2/2020 -�y.pS,i 63"H.M.3M6.St.St•,305.MAMMA GWDENS.FU)MRA 3316 STATE 0 7 P,...:(305)a71-153C.Fw:(305)871-1531 4266 West.00ds Drive 2 DRAWING No �'• .�(v S .-�+:OR«0o.a..om West Palm Beach. FL 33407 3 -o�'• .ZoRlo K EA-0006719 4 20-164 i F' '•.......• � wA1TEIt A.TILER.Y.P.E. EAL/SIGNATURE/DATE LCRm.u`.1 44167 5 SHEa OF ET 0