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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration ; Hot Topics 1 Submit Surcharge Stats&Facts Publications 1 FBC Staff SCIS Site Map Links 1 Search Fiorida �r , �Product Approval _v USER: Pub" c User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative 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 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 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 4/20/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3 -(Non-HVHZ)- Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-086.1)df Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the 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'-6" 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 Extruded aluminum Interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and W-0"for 110 p.s.f,for HV1 and HV1A working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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: MOM 99 M https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 4/20/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgvYYHH2vJvx... 4/20/2017 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 2014 (51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SIWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. -^^ DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALRY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 11 THRU 15. 19&20, IN ORDER TO VERIFY THE ABOVE CONDRK)N,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV SLAUES C1)& 0 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SNEER 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P-ED..AS TESTED,WERE NOT OVER STRESSED,A 33 7.INCREASE IN ALLOYMBLE STRESS FOR WIND LOADS WAS jW 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. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGC MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.?OF THE ABOVE MENTIONED CODE AS PER COMPONENTS 21-37 SHEET 3 TYPICALSYSTEM SYSTEM SHUTTER ASSEMBLY 3$--44 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BLADE 01 10214.01-13J,10715.01-03, 11604.01-05.11214.01-05.10317.02-06,10609.01-10 AND 10210,01-11 AS PER.TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2:.W BLADE Cil AND W WINDOW BAD 1(lA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. {WHERE APPLlCABLEl -HV WINDOW BLADE 6 10505.01-08 AS PER ASTM E-10e6 AND E-1996(MISSILE LEVET.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 D725.01-8e AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. IHV BLAO£n AND FIV WINDOW DLADF © ARE ENGINEERED TO WORK IN UNISON WITH EACH OT14ER 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(FN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRICKS SHALL BE 1144.75'AND 114.1.75•RESPECTIVELY, 410-HT MINIMUM SERIFS CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 In!YIELD STRENGTH AND 180 kli TENSILE STRENGTH.PINS Sit BE COATED WTH BERITiA FHV DACROSHIELD COATING SYSTEM AS MANUFAC]URED BY APPROVED CENTERMATE ALTERNATING DETAILS MV 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 SMEN0711 FOR 8063-T8 ALLOY IS 30.0 kvi AND 35.7 ksi FOR END CONNECTION DETAILS 1-5.CONCRETE/ULOCK SHEET 10 6005-TS ALLOY, MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k6i MIN.YIELD STRENGTH AND 90 kfii MIN.TENSitt STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET' 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.5.3.4. � , 6.BOLTS TO BE ASTM A-707 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kc3 MINIMUM YIELD SCHEDULE- CONCRETE&BLOCK SHEET 140 STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(1): 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NV BLADE(D&Qa WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582•COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 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 AREA 3: HV WINDOW B. LADE R ON Y ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RYN 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)LV AND HDA ¢• WINDOW BLAp (. ON Y CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHURER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAD.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE - PERMIT IS APPLIED TO. 13. (a)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 RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.F.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARE)BY A FLORIDA REGISTERED'ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(FOA.)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.Q. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) ORIGINAL P.E.D. SHALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. -antiNfiff- FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,�.A'4`Q\t �A'�TJj'�7jii,� ©2615 EASTERN METAL SUPPLY,INC. ` ' '''sic , BERTHA HVTI4 0s :-':.` !L ECO �)(1G. A� L■ �� Accordion Shutter System = ■ ELv.BADE#1 W/OR W/O RV.VANDIDW MADE D /.1 American Shutter Systems Lv,N OLscalvnoN oerL DRAWN m; u.L �. TFa TILLIi TESTING & ENGtNEERlNG COMPANY ASSGGtattOn, iRC. 1 OLD ii-192 4 w��•. ,C 4F.. ` 63•+5 N.W.3Eth.SL,St,305•VIRGINIA GARDENS.FIORDA 3316 /13/15 DATE. 4/13/15 ph-:(.SD5)871-IS30.F.-(305)871•.1531 47.68 Westroads Drive 2 ` c m IM-001167149.1.wm West Palm Beach, FL 3:3407 3 DRAWING No '7i„�hFAiEN �t�" W7EBlT q.4167 4 15-085 P.E. FLORIDASEAI./F�it,NI�TURE/DATE: SHEET 6 1 OF 20 7 41�-20.IrW.* %4*-20 -Di&CAST LLS� .. - b'..._2.293'. . 1-7- '* — - HCAD RPA"n gowUSING f EL IW/4•7206 .745* ED PAI RED 7".;M 12 THRF.L; Dx unt rya+ETyp-) 0. I I J.... - J32!r 7 19 1 Lavm cru�m -WASS CYUWLR &FEn cauTCME 11"ROME MTwl PIATED) HV LOCK HV EGRESS LOCK I/ HV BLADE(l)&�A (�l HV CENTERMATE ft HIV FLOATING CE TE QUALIFIED FOR USE V ONLY 0 7z�?. ....... 3.023'__.-_ ! OUALIMED FUR USE W1 HV OUAUFIEDFOR USE W/ HV 6063-T6 ALLOY AND TEMPER OUAUflED FOR USE W/ FIV OLAUE(I)&Q,�ONLY . ........ )o @ ONLY. & 8 Or I� B D C ONLY. LA "& 6063-T6 ALLOY AND TEMPER 0) H CORNER CENTERM4TE LA E I dUAUFIED roR USE W/ KV BLADE(I)ONLY M,D.U. .518 4- 6063-T6 ALLOY AND TEM PLASTIC HEAD 1.756' 92'-1 MOLDED TO SCREW 1.153' Ncl -20, x 3/4' .360"ArrUt RIVETING q 4 8EFORE RIVETING rcl 1/4"0--20 x 1/4"0-29 RIVNUT* S.S. THUMBSCREW *",M 0444 ALUWKJM(2024-T3 ALLOY)LARGE FLANGE 114111 SHIFT WISM.PART 1 0620,AS MANUFACTURED BY AVbkt MAN KFRONT ELEVATION HV MALE "T" LOCK CENT ERMATE CHERRY tEXTCTH.PAftPPCNY,NEW JEFISEY 004 OR EQUAL. H LOCKER FOR "T" LOCK CENTERMAT QUAUrIf.D FOR USE W/ HV BLADE Q)ONLY HV FEMALE "T" LOCK_ CENTERMATE q _V "T" LOCK HV ALTERNATIVE LOCK 6053-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(1)ONLY OUAUFTED FOR USE W/ HV BLADE(!)ONLY61ADE01 ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER }y/HV BLADE 01ONLY. 1917" 3.161 • 42 �-THUMEITURN 'OG3- 4LNNU VER OR 0 .214* - OGS KEY CYUNDLR .545- IT OA75,mi., l?; -.1 11 LAW. W1 NO LOCKIN 4J HD CENTERMATE G ROD HD CENTERMATE W1 LOCKING 30 OGo QUALIFIED FOR USE W/ W 13LADE(I)ez 611 QUALIFIED FOR USE W/ HV BLADE(1)& (Al -R 6065 6063-TG ALLOY AND fLMPER HD CENTERMATE'S INSgRT YARIkk, 12*MEN.. QUALIFIED FOR USE "I HV F31ADE(I)&Q 1 4 0-20 G OR 3/8'--t8 • 6063=16 ALL THUM.U)URN tHuml (SFE o CYLINDER wAns) OR KLY N LI�.7*..j 115* .57 Mi.. CYUNDiR I '28 LOCKING RODS OUAUFIEQ FOR USE W/ HV BLADEO !-375*0 HO LOCK 6063-T6 ALLOY AND TEMPER C6,� HV .348-"9-1 6 ACETAL HV 1Zj! P_-20 AISI 304 OY REGENT HARDWARE MORTISE LOCKS SEMES 2333 HOOK DOLT LOCK. '8ERTS $.S, THUMBSCREWS QUALWIED FOR USE V11 HV SLADE(_Tl& 1�)INSTALLAIIUN WILL REQUIRE A 7/16- HOLE THUMBSCREWS DRILLED AT TRACKS FOR PRO�ER EMBE)MENT OUT FIED FQRL%U&-.!!AVri)jy SLADECI) QUALIFIED FOR USE W/ HV BLADE, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zorie', ......... 0 2015 CAMRN METAL SUPPLY.INC. .. .. HV,. 19ERT f14Accordion Shutter System A.S.S.A. RV. SAM#1 W/OR W/O KV,WR DOW MADE L PANT Shutter Systems icy.if. DESCO"OH DATE ORAWNETY. WL_ Association, Inc. I OLD 11-92 STIL IT TESTING At ENGINEERING COM A UA-L- 4/13/15 355 N.W.3ft.St.rte,305.V7 !q —2- L Phone (305)871-1530 4268 Westroodu Drive . ...... ­it VROM0.01-M West Pulto Beach. FL 33407 DRAWING Na /ON CO-Coas"s 3 15-085 WALTER A.TILLIT 4 SHEET 1P.E. SEAL/SIGNATURE/DATE 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (1), HV 9 MIN. CLEARN4CE 417 S 1!t LA'1 ' (D HV BLADE 1 To BE-91 1 KV BLADE IA ;HV WINDOW BLAVE .0 20 !RTM X--X .0675 X62 14V LONG RECESSED NYLON BUSHING BLADE's OP IN .1875' Y KNUCKLE N_ HV SHORT RECESSED NYLON BUSHING gyp) oxv. HV NYLON HAT WASHER OR (9RI.750 50' tttOCR ' 47 37 HV WHEEL CARRIAGIF AISI 302-303 SERIES z"t 750' x 0.870"0/16" THICK NYI.ON WHEEL. V @ --(44) 7/8-MIN- KV WINDOW 0.185"0 NSI 302 SERIES S.S. RIVETS CLEM SEPARATION BETWEEN .062b% 03.7500, BLADE IIV I J/4"ACCORDION PIN W1 #8 HEAD ;EMQ EXTERIOR :ts 4 ON C INTERS % IfV 2 3/4-ACCORDIO"N"PIN W/ #8 HEAD 4,J 3 f/4' OS POLYCARBONATFIMPACT RESISTANT W V41NDOW CLEM BETWEEN TYPICAL HV WINDOW BLADE AND L PS TA POLYCARBONATE HV WINDOW DETAIL c' or (DOR VEE NOTE FOR REQUIREMENTS) _L(DOR *POIYCAR PNA1F_LM_PACLffSISrANT H WI 1)()w SAYER MAKROI.ON 3103 POLYCAR80NATE 12-MIN.CL 4CE RESINS, UV--STABILIZCI) GRADE OR SABIC tjV PIN BEOU 6, IREMENTS AT EXTERIQR LADE KNUCKLE FOR 4 - ADI: .117MM INNOVATIVE PLASTIC I EXAI-j 103 RESIN (SEE NOTE -F- ON SHEET 19). w(f)Iiy (D OR 0 B.­ 'I EXTERIOR(1) MV PIN 0 SHALL ALWAYS BE USED Al' ALL EX BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. gpCAL SHUTTER ASSEMBLY EXTERIOR APPLIOULE Isar MCAL PROPCRIMS SINO" 14V PIN @ CR!",I?AT MEMOCE IDOR (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOT10M KNUCKLES OF HV ACCORDION SYSTEM W1 HV(DSLADE's KNUCKLE, BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (SEER,QUIRE EM)NOTE = FOR f wrcm w*41y AST.DIRT 0043 mf 0.043 rot'* Trx=*AELO SIN=m AMU VO 9.400 P�.j. 9s00 Paa (3) 14V PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER nMPAL STROM11 AT WLD ANN 0790 '24M p.,J, 13.400 P,j, SHALL BE USED FOR DIRECT MOUNT INSTAILATION PER DFTAII,, X, p27 I tetIUMIRAI,1,130MV, ASM 07" 3400M p,,J. J-5.000-1, Am"0250 0 ry-lb/A 17 Ft-%& MEL CARRIAGE DETAIL SVCKE OL"sty ASTM 0200 41.2 9 043 X W ASSEMBLY LAYOUT PATE OF SURT.M ASEW 0635 C-I CUSS C-i CLw. Stir rArrnI ASIM 019.19 low 000 AM may T.W-X STPENM AFTER MCATTIZVrtM AMU638 9302".1. 5840 (1) HY BLADE SOLID & fHY WINDOW BLADE DETAILS IONSU SIREZ BUME LAPILYWO ASILI am 846t p,I. am"A. N.T.S. REMOLD CODE(Non High Velocity Hurricane Zone: _\SR A' 1)2015 EASTERN TirTAL SUPPLY,(tic. 'llk ..tIze,",Ikk" BERTHA HVT -F Accordion Shutter System ZM—FLUM—co ,�,., IIIIII, AS,S.A. KV. .ADE#1 W1 OR W/O KV. WINDOW BLADE American Shutter Systems TESTING & ENGINEERING COMPANY TILLIT IEV.N, DESCRIPTION DATE DRAWN ITY. L. TA 63"N.W. Association. Inc. 1 4/13/15 DATE- 4/13/15 J61h-St„St&=,VAGINA GARDENS,FLORIDA 3316f OLD 11-192 PhMn :(305)B71-1530.F.,:(JD5)871-1531 4268 Westroods Drive 2 wtecooval.com — --DRAWINC NO West Palm Beoch, FL 33407 " 70 ....... GN 131-0001,719 ,;,, IVAL E% %,\' WALTER A.TILLIT Jr.P.E. 4 15-085 P.E. 9WGIWURE/DATE PLONTOA 1�1.f 44161 a SHEET 6 4 OF 20 moi+•0 (�•� °� � w ';1 si *NOTES ON NV LOCKS AND CENTERMATES' A 8 G D ��•k1 1 Y N 5 7 V � n�"�,3�aQ�`�7 1.MANDATORY CONDITION#I- ONE NV LOCK 2(-A, or�)SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BEI�UW ]]/2 OF SHU7TER�SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS pT ANY ELEVATTON. FN LOCK or Q`�x MAY BE USED AS AN INSIDE OR OUTSIDE tOCK,ATTACHED TO Qt}OR 0111 CENTERMATES W/(2) 1/4'0-2p x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL B'E AS INOICATEU ON r5 Ih x TYPICAL SHUTTER EtEVATON. } IT 6) 2. M,2MLft IF DESIRED. FOR _BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HVOR ., • /'a.'�� _ r OR X71 SHALL-BE AS INDICATED ONED AS NOTE ()INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES i) ' LOCATION OF LOCKS S14ALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i DD-Hvo_ H - 3.OP_710HA1 CONDITION 1I ONLY WHEN M(gjp=RY CONDITION#1 OR 1• ),ND! II �'��_� TORY 1'Y1NOfT1ON 'a ^{ * __ + �2 IS USFO W,/lyj0 HV COCKCI• LOCKING RODS 0$ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ¢4�a5,arun6e)*.i4 ,.-jLw � BE USEQ !F DESIREU 70 ENHANCE SHUTTER PERFORMANCE. LOCKING RODS`tS5 OR AN ALTERNATIVE DEVICE 1v j f MAY ALSO BE USED AT STACKING POSITION (NDN HURRICANE POSITION). �'= • 4.MANDATORY CONORION i e ONE NV LOCK g2 a 29 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN D u f AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(2� or Q�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20'-i 1/2• FLAT AT HEAD S.S.M.S.TWO LOCKING RODS(i�S $ HDD HVC `y AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION." v r 1 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEr 12. - II 1I -^ o afi3��8d tj "moi` S.FlRST ALTERNATE TO MANDATORY CONbMDN i1 VAT 1D ONLY FOR HV LOCK 0,0 W�/MNMETRI�CENLEAA:�T6 1f X39- t_•_ cid 1Z� -51GE 5- OR 1? c ONE ALTERNATE HV LOCK 9,9 MAY BE USED IN LIEU OF HV LOCK Q$or Z5 FOR ANY SPAN A14D l r Y3 INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK CEO MAY BE USED AS ANINSIDE OR CUTS LACK.ATTACHMENT o_ OF 1/4'0•-20x3/4'S.S.THUMBSCREW TO 21)OR Q�t'CENTERMATES SHALL BE MADE 1V/ 1/4'0-20x3/4'ALUM. y, jf t "T 0-N � 'NN I 5� RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Two Vlitt j Z� BgkyJy I ( C LOCKS AT 1/3 OF SHUTTER SPAN. 8.MANDATORY CONDIDON t,FOR KEYSTONE MOUNTIN. INCT I ATIONS' ONE HV LOCK(L4 or e' or 96 SHALL BE r� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0„�or X51 orMAY BE USED AS AN INSIDE OR It OUTSIDE LOCK,ATTACHED TO dt or ti b SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END , M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS ISS W O CONNECTION 1 --"-... OR{S-h TOP AND BOTTOM IS COMPLETELY MANDATORY. / .g SHEETS ON D r C X I J K L M P 0 A V W X SHEETS 10� 1 HE HT. FULL 1t / *NOTES ON HV "T" LOCKS AND CENTERMATES- HEIGHT. -. IN.=um1H. ...... ._.-_ CE CORNER 1•SECOND ALTERN017E'TO MAN VAL10 ONLY FOR W IF'I=Ob AND CENTER r`� CENTERMATE �7 ONE ALTERNATE Hv 7 LOCK d�MAY BE INSTALLED IN LIEU OF HV LOCKS Z`8 OR¢S FOR ANY SPAN Ah1D D �2�mQr m-06 .UDR01)-lOj•(!3)u� INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK(50 'Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 OF LOCK 00 INCLUDES USING REINFORCING LOCKER{2AS SHOWN ON SECTION HVG. SHEET 9,WHICH MUST BE {i f �JP`l�(j 7)• 8)*(11 oR �_----•, CONNECTED TO CENTERMATES 68 AND @ W/ 1/4'0-720 x 1 1/2'LONG S.S.THREADED BOLT W/7/11b x 3/32' (6 l l`L `�'(_• •l 1MAXIMUM ABOVE A D4 BELOWIMIDSPAN$USEOOF TWO-I.00K�NG RODS T(5�OP AND BOTTOM IS NANDA MANDATORY. OR 12` 7 1 D 6 7� 18;m AT 15)•QaRt3�•�B)m(8,1•�17)nn Via,-i s)•n res;•�t 31x 9-p s}SCPSa *NOTES ON HD LOCKS & CENT€RMATES• -1 1.HD.LOCK/3.Z Y//HD CENTERMATES l3j OR(P W/(_i'R: ONE ALTERNATE HD LOCK(3,j1 MAYBE USED IN UEU OF TYPICAL (1, HV BLADE SHUTTER ELEVATION HV LOCKS(21 OR(29 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK S4)MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK f4)TO 61,IS W/3 B8 x 3/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-MB AND NOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 651 IS COMPLETELY OPnONAL FLO l A BUI 1N CODE{ on High elocity Hurricone one \����,��A•r�( rrrAh ©2015 EASTERN MEIAL SUPPLY,INC, ��cE .=.�._. A■ ■�■A■ BERTHA HVTy I�C d ,N Accordion Shutter M stem H.v.BLADE#1 w/DR w/o H.v W1Dd7vll BADE �f113�f1�:YC iILLIT TESTING do ENGINEERING COMPANY American Shutter Systems 1M.1t DESCRIPRON DATE DRAWN BY: M.L ' fl STATE OF ` 635!�MW,36tH.ut.,;T•.303.Ag i CkRVNS,n.Dau+3316 Association, Inc. I DIA 11-192 4/13/15 DATE; 4/13/15 R PAon0:(305)871..1530.r. :(305)871..1571 4268 Wustrpods Drive 2 C\ a- 0:CIIA.. aol.z DRAIVING No �i�tc�+'••.,,,,,,.• �\ �o West Palrn Beech, FL 33407 3 np WAITER Ars-DTIDLUT J.,P.E. 4 rJ- 085 P. SFA�Jf !{Ihttk llREjpATF FLORIDA UG 8 44167 5 SHEET 6 5 0F 20 POURED �LONCRETE ANCHORS POURED CONCRETE POURED- j (SEE SCHEUULF.ON OR CONCRETE BLOCKCONCR ? CONCRETE- REQUIRED / 1 +9••20x!/4'S.S. REQUIRTC� REQUIRED , ! S71FF.T IS} �„_.._[ /C� RF4UIR@ '�, �]"` t•._.,- / CONCRETE ANCHORS ruACIIINE SCREWS j-_7:l� CONCREIE ANCHORS ;/ •/\,� f 17 18 R©A crF.Y51onE(SEE u0UN11NG iL1j ON SMELT 1) N ! (SEE SCHEDULE ON W/1/4•-20 �. (SEE SCHEDULE ON SHEET 13) 1 { �T" - '• / }� SHEEP.13) 1yt NUTS O 12.O.C. I. / .-{toR�1-4�7 ,/fff/�/ I.. M•a. r...1/4'o-20x3/4'S.S. f1 ^: j.-E.- E0 MACHINE SCREWS - •E4((( E4 / It ff �'-" '"'—'" USING 1/4---20 NUTS G% 1%" 1 7 %- e� I a 12.O/.C. E.U.+ !,/•J/ / 1 -.250'Max. r {J_ _.s. 13 GR 15 / / .13 OR 15 f 1 250•Max. Ell8i� I I Max. fit �..._ `// /•'i /'' OPTIONAL I I I I'; f •/r `\ 1 f 1 1_. -t "-OPTIONAL I ' TG 1 O(TFE 1: Itt Frp 1 ON•'4ET A4 ' i" It rTn riAaF.SIMa (1'OR li'7+• i _ MIN,SEHARATION ZD CLASS ' IN 741:7 19 PON I 1 1 f 'I EXISTING. I i EXISTING 1 I !,-._ ..� �—(SEC SCHEDULE ON SHEET 11j�`�- CITING--s ptE45 tDh f r--^ MIN.S£PARANON 70 CLASS 1 CI ASS- f. ...._... .�. . I (SEE SCHEDULE ON SHEEI Tij 1�-- - EXISTING I I 1 A; HV WALL HEADER INSTALLATION cuss �• HV WALL HEADER INSTALLATION t8) HV WALL HEADER INSTALLATION-+ KEYSTONE - EXISTING _ ,--.- —."---_.....-__-__ ..... - —•. ---tIL_.__ CLASS--i 1 i MIN.SEPARATION IU GLASS i I uat XPP//ROIaY 1 I /' ♦ (SFE SCHEOUIE ON SHEET i I)— __01 ( �OR �AI i MIN.SEPARATION TO CLASS 1 I I O CwGT�S— '^It rOR U/aE 5:H4i "(SEE SCHEDULE ON SHEET 11) f 1, 1 wqfFf 19 FOR as(T (r.A��T i f }$31 a EXISTING � 1 I 1Jji}j{1i '1 / i-/"OPTIONAL F QIASS//,/�'/ I .^OPIIONAL i;i i11/4'Max. 15ax. f rf/ r �l► 2.Dr' r� / T � rf 13 oR LED -£Q / . ., 4 Klin. +1. ....._-� _ ...._1/i a-20x3/4'S.S. / 1 t (/% ' EO EO-� PHILLIPS TRUSS HEM /� / 1/4"V-ZOx3/4'S.S.PIIILUPS i �' � / L f I l._17 R 18 MACIBNE SCREWS USING _ /._t,./-,,.. 1 CONCRETE ANCNOhS �- .TRUSS HEAD MACHINE SCREWS --y-- �. .-r,ONCRFTF ANCHORS / i 1 7• 1/4'-20 NUTS O 12"O.C. 1 1 (SEE SCHEDUt F.ON j (SEE SC14MULE ON SHEET 13) / f f / 1 Mia, POURED CONCRETE SHEET 13) W/ t/4'-2°NUTS G 12"O.C. POURED CONCRETE J �i ` OR CONCRETE BLOCK OR CONCRETE BLOCK �/-N-.�— ' WALL REQUIRED { ((SEE S E ANCHORS ON REQUIRED (Dl HV WALL SILL INSTALLATION j (SEE C14EDULE ON ; )HV WALL SILL INSTALLATION POURED CONCRETE i SHEET 1M1) ._ OR CONCRETE BLOCK • WALL REQUIRED !Ej FIV WALL SILL INSTALLATION INSTALLATION DETAILS W l T—SEE SHEET 4 FOR TYPICAL SHUTTER • G U. _ EDGE DISIANCE ASSEMBLY ♦ SEE UIII;T�hTI0N5 OF USE FOR Lj 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE t'•/ON SHEE 1 19 P1, H Y B LA D E IN ANY WAY TO SUR ANY INSTAL I utlaTe+ FLORIDA BUILDING CODE(Non High Velucity Hurricane Zone .......C(/j''f�,,�f ©2015 E74(ERN METAL SUPPLY, INC. • \ cENs� '�= BERTHA HVTM j = A■�■ ■A■ Accordion Shutter System IL EC Q .N.. ,�� s*; _ #1 W/OR W/O KV WINDOW BLADE *_ American Shutter Systems Ev.N o[SCRIPrrax DATE vR4vry rn M.L. -O: STATE QF TILLIT TESTING & ENGINEERING COMPANY •'. •.Er;Q'+ &Y5 NX.Jela SL,ate.Jas.WIGart cxn0EN5,noRa4 331 A$SOCiafiiORx Inc. ! 0!4 t1-!92 4/I3/15 oAIE: 4/13/15 Pagan;(305)871-1530.Fax;(305)871••1531 4266 Westraods Drive 2 ��i F •� per+ e-eac11;ullceaOeoLeom DRAIVIND No West Palm Beach, Fl 33407 3 ,I5--085 "N,S/RIVAL� ���``' WALTER A.OTLUT'J,.P.E. 4 7iJJTt 1 1111111 FLORIDA Uc.8 44167 3 SHEET P.E. SEALy���NATUREfDA'tE 6 6 OF 20 __ CONCRETE N{CItORS POURED -_ I 44Y.5Q7iNRW ' ...--r` )� i - { � � i uN.SEVNu4w:i -� CONCRETE-� � (SEE SCHEDULE ON SHUT t3) I MATO QA25 W. ,1 \�OR �'.g' COSTING ' i,�•" f � 10 aA55 � ,i, 1 , REQUIRED 1 EDGE OF `I it FTIl W.•IC Qtu.O GLASS---I , I (SCC SCNEOULC ON , -... r��f / •-SLAB IF I a4 94tr 0'7 ux. / 1 F.0.f APPLICABLE EXISTING mM[.Wh{GJ I v r"-{Sc Spmi1. •'- n GLASS , `e ' a sN�>:.T 1' � ' J/, /\,.J ��`/''/'•/� E Ed r i ALTERNATE"\" All '+ •1 7 ; ANCIIUR EXISTING J ' J%�/I ! r� a LOCATION I f I i -'( i iam S DR '. ; -410.3 4"HEX WASHER HEAD t t f 3 oR 15 3/e 'MIN. J�L,� !� /,/ c at ItK SCNE1'!5 a 12'O.C. .- l/ r lI N i D/e-tAN. -CONCRETE ANCHORS ' ` 1 ' ,/ SM IIF (SEE SCHEDULE ON SHEET 13) kQ't/r -1iI' R'Xts0¢1•Y QN I y (IPOSLABtoAPPLICABLEPOURED FIATHEAD ANCHORS SCHEDULE11REQUIRED OR NCREtF IIFAD CONCRETE ANCHORS REQUIRED `(SEE SCHEDULE ON SHCEr 14} j}.TRENCH INSTALLATION, VAUD ONLY FOR UP TO 9.70,-75 PSF A.S.D. L� HV FLOOR INSTALLATION f ,I)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (,0) HV CEILING INSTALLATION SCHEDULE i(3, SHEET ii DUSTING ,^--^• ..yH:Sd'1JW1i7M ' 1.................. CONCRETE ANL'HURS CLASS-••� 1a liver• u>,,ruwR\rxx TO GLASS ,'---•'- 1 (SEE SCIiEDU[.E ON I Sg4bnL" a ....,•.•-•••—...•.•,.— t t } 1/441 I IN OU&FII De•76Dr(7Po1 ON 24LI 11) j 1 SIN Snra I') HEET 15 O EXISTING.� I a EXISTING---(�. ro c,Ass 1 F CLASS--•-,r TCaivYOltict ING IXi 1j4h3 tv7A1T; I t/M1. CLASS ' ,' CIASS .-iI SOLE FASIENFAS TAPPM+ANEW 9 Wj VAX. I isT2 scH,t.AL aN sqt 7 Q f c DO OR UP TOEG�SSPI N AND ,Ic I !/ iI 4"O.C.FOR.IARS uWCO2 TIM k �: % iTFMkX(t)SEwr AT ASTUNOt APPLY I MAX. �./ ,+' (IYVJ(SEE NDIE 11 FN 9137 11/ F O.�/ -.. - ro.3 4`HEX: �'DR WDA 3 8 1/2' o (3 on 15 / / - i I 9 / £.r5<J ea sr `'' _ wuc. / , WASHER itFAD ',/ ff/ , ._.,� �I ".._1 - 1 I / rn D.S A ANT,- ,_, I " _ ___._.__....•�'�1 � ,1 uv4 ,i TEK SCREPfa IT ,; f i 3!8' / E �a i?`O.C. ,114.3/4- HEX I IEADJ i f f _•t y f. TrK SCREWS a 9"O.C. I _ t, 1 I "� t• a !,/�// py-zoel/4'S5 u5 UH 1/4"0-20 S.S. M.S. , CONCRETE ANCHORS ;� -=�,:_'•:- 6 , 7 {_'J . 14.3 4`S.D.S. _ _ 'i I I t/< j I '. •. vl/NUI a B-O.C. i /--(SFE SCHEDULE ON n 1 ( 1' 9`0.C. 1/12 r'!/ , Ma.. '�I: �. • ',; trrNc tJ4.-2O Imrs 1 SHEET t4} T-,� ^. .. {,3 •. �� /'/� c—UNig'O.C. _ ! L@- WSILYC NON 5TRUCTUfVL / ..' f `j „ EGCC OF r/f ` 17 1$ 1/2.' 1.- / rC L-�7 Rt$ I t ``+•'w•'t.,"X12.0 C`DM{N.nF SLL iRut{OECCILITIVE r.t/ t y fr� fi4Ylfi"C.N.5.0.5. MIN. . 7l 1r✓� 7/�/!-t.. 1 7/R / r` APPLICABLE"` I! �. //...1' a 9'O.C. .•.. .•.. PDSRLU FAnCM _CONCRETE ANCHORS SEE NOTE 13(b} V \ �'- • F E. r` POURED CONCRETE. (SEE scHrouLE ON Ott SHEET t SEE NOTE 23(b) i.• .r -���� OR CONCRETE BLOCK SHEET 14) POURED^CONCRETE- ON SHEET` 1 -_,���.: •;-_., --`''-"`-'"""-"••` REQUIRED OR CONCRETE BLOCK OPTiCNAL-} POURED KEOUIRFD �Mj S_TONE MtOUNTING INSTALLATION CONCRETE', (K) HV WALL FLOOR INSTALLATION 'L) HV WALL WALK—OVER INSTALLATION MASUIUM aso.DESIGN pRESSLnE:464,72 Pit REQUIRED -. uAXMtl4 SHUTTER.SPAR 5'-0' CY) HV RAINGUARD INSTALLATION t NOTE: n7n7c FOR COM,NATI N O ' Q EDGE DISTANCE ORENTRANCE IIEN PERFORMFDI- SEE BLADE�A ON SHEET 9 ON SHALL BE -� SEE ET tE FOR ASSEMBLY TYPICAL 5 ON 511EkT 13) INSTALLATION DETAILS W.../ T HV BLADE 2- MOU 1 NEC SECTIONS(.Atl BE S COMBINED (SEE SPECInCATION ADJACENT TO.W OPERABLE EXIT E BLADE E(1,A) N S —--" IN ANY WAY TO SUIT ANY INSTALLATION._ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �`Y\\�(G�A• I"1���/////A�' 0 2015 FASTERN METAL SUPPLY,INC. \ BERTHA HVTM Y. A. ■ ■A■ Accordion Shutter System H.v. MAX#i w/OR w/o H.v vr,rmDw 13Lj1DE American Shutter Systems EV,W, DESCRIPTION DATE DRAWN BY: N.1^ TILLIT TESTING & ENGINEERING COMPANY t'• TATE Of G3SS N.w.369 ,:,s,e.3m,tiRaBu uaoDiS F1 DRyA 3318 Association, Inc. 1 OLD I1-192 4/13/25 DATE: 4/13/1s irZ L, ,,AL'^� PhonO:(305)871-1530.Fa.:(SOS)872-1531 4268 Westroods Drive 2 > ~, °-"ceulawetivl°pro West Pnbn Beocn, FL 33407 3 DRAWING No / JNtiL \\ WALTER A SILLrt 3,,P.F'., 15-085 N.E. SF�I±'fSI�'NA`(UREjDAIE FLORIDA ta:.B 44,67 s SHIFT OF 20 SEE C AILS ON SHEETS 10 18 SEE NOI}'S ON LOCKING ROBS(D.MV LOOKS .'(5 I I N7 /—EXISTING GLASS INSTALLATIONS WZ Q1 HV AND ALIVRNATE HY LOCK 0 ON SKEET 5. F0-U—T I SIADC SLACK WAR.Iff IS VAJJD rOR ALL 9�F BLADE W/ HV CENTERMATES CENTERVAIES APPLICATION WITH OLADEOI (22 OR (2� SEE END WALL CONNECTION EXISTING CLASS DETAILS ON SHE 10 & t 01 t —— 2'.2" 2' (GUST @ ANct E 14*11 7-- 5YIVIIV1Ejf�YC "i6i�. .CONCRCrE -- ---&L I (TOP/60110 CENTERMATES CIENTERMATES MIN. SEIPAMkIlON M) 10. 10 .' 3/4'S.M.S.0 Iz* AT EACH ANCLF-(TIP) C.rUI 1.LENGHT. W1 HV LQ�C�4 LO or TO CLASS EE SCHFOULE 5f �i �� °° �* 35* INaS 04 SH.LLT 11) Y, ------- 5' 1- 01L(D5 3 (2 (2 C3) (2) *7 HVA HVB HVQ POURED CONCRETE art EXISTING CLASS CONCRETE MOCK WALL KtEO (IST,NC\@ ————-- CL F LAS. EXJSIINC Jd- MIN.SEPARATION :L CENTERMATES* TO GLA S I CLA!SS '619IONAL (SEE SC SYMMETRICAL ON SHEET 11) r0* Hr�ULE MIN SEPARATION\ II " ...( 'S Ea (SE SCHEDULE OPTIONAL ON SHEET 11) (INTERIOR) 7777. ANCHORS 0 VARIES pw 3 20 as OUT1 6 1/2-WX SLACK 0 U.R.— HVD HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0 2015 EASTERN WEIAL SUPPLY,INC. E A. Accordion Shutter System /771 r�cosu, &S A. BERTHA HVTM . Kv.BLADE#1 W/OR W/O KV.WNDW R-ADE /J American Shutter Systems Im M orscR PNON DATE I DRAWN SY.- U.L TILLIT TESTING & ENGINEERING COMPANY F 63»N.W.36'-$1,St.305,VIRUNIA GARDENS.FLOR0.N 3316f Assoctation, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 pt—a (305)017-1530.Fax 4268 Westroods Drive 2 DIFINNING No OR —nwif: West Polm Beach, FL 33407 3 M-CO05719 15-085 4........ • WALIZR A,XUT J,P.E. 4 E. IL0110A U0.#44167 5 P. DATF SHEET 1 6 8 OF 2D �_ /\ l D CON R� ORUR5U CONCRETE POURED CONCRETE OR i l ,1 / 'POURED CONCRETE POURED CONCRETE 13LOCK WALL If OR CONCRETE _J^ / ! REQUIRED I` / BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED f /-EXISTING CLAS i EXISTING CLASS J , f / C CONCRETE 6-D.C. EXISTING GLASS a ] / ` 2'MIN EXISTING GLASS O 16.O.C. ,1 2"MIN: ..f .l-_.� � r f f /� MIN.SEPARATION < TO DAM SEE •% _../�-�_.. f! I._t»_-_ �-•{"-7 W4..SEIIARA110N +1/�/•t I Eo I I Eo m ii (st t SCHMULE II FOR SA ej Our) � TD MASS(SEE t1� / � ', ' I ro a (SEF- ON �t f I' MIN SEPARATION TION 1 1 G"x3"MAX. / f t LNkSCHEME a'(DAM %' +} I / SCHEDULE ONSHEET" 11 FOR BLADE WIND (6063-16)CONI. '-. y aAm 0&Q , _ 11 roll BADE ONO (LOCATE AT ff''�� - ON SFW 19 FOR ALUM.CLOSER ON SHEET 19 TOR 1/2' ._•.. ON SItET 19 FOR EITHFR SIOE\i.+j-\ CtADESO&® PLATE. (LOCATE 1/2"� --'— \ -•Sd&' OF ) 1 AT EITHER 510E MIN.-t/ \ t/?'GIN. ._..._..._........--jl 4 OF 4�) //7 I .T USE Y"OR 2"MAIC. y1ox1/2•s.M.s, _- _% gloxla/z"sso.c. (AS ALUMNUM CLIIP)ANGLED"xp 2' � ------ A 16"D.C. _ _.-,-___ ..._....._. \ (6063-76 ALLOY)AT 1.110HEIGHT;: _ 1 4 j� J (1)11Gx1/2"S.M.S.70(37&" I )OK (2)1/3"0 TAPCONS ANCHORS TOWALL AT 1`D.C.(LOCATE AT �1GR SEE DEitJL X FOR OR EITHER SIDE OF4•Q-j _ SIDE CONNECTION �)4OR tt� SEC DETAIL X TOR t OR 10 TRACKS - SIDE CONNECTION ® •x'0 p,@a SFE DETAIL x TOIL/ �. «a�a0.O«O t0•d3« 0 6. 7�« a 10•�« TO TRACKS J'- 6 7 6 1Q, SIDE CONNECTION ,qr�;& 7' ��"' �« 3-0.6-0-0- T4 TRACKS I f0 �0-0. �•�, °•0'0'0'0•®a 6 B ®'®«�•®«o'©O1 �•®°'�•®O1©•�« 8 Ba 9• 1 5 n ®•Sol©.�w�.0 a. END CONNECTION DETAIL T END CONNECTION DETAIL n2 END CONNECTION DETAIL(,3 END CONNECTION DETAIL POURED CONCRETE OR 4•REQUIRED ONLY FOR SPANS GREATER IRAN 12•-r" r- �r'• / CONCRETE BLOCK WJSC J" EXISTING .-�071 4 y.1 y z-EXISTING GLASS REQUIRED ! CL/SS \.:l �-' / MN.SMRATIDN ®19[7/2"S.M.S= f (y� A':; L ( a 1s at. \ MIN.SEPARATION �t/ a'--------'' - -- gl-EBULETO MASS SHE V --'-- _ _ _.... ..- ��OR�ORI` OR 1 �IADEt Q D � CONC./iETE fr 1/2"MIN. Itl MASS(SEE _ _~i +'� __ / 1 ON 94FET 19 FOR ANCHOR a---: } 11 FOR ELADE OANU t� {[meq OR t OR'( UR _.�._.__. _.._.._ --'_ -1 __."_-.- ON 3NEET 19 FOR ._• _ ____ CONCRETE'•\ f j a.ACESQ&Qf 12.O.C/ \ j ANCHOR S 1 t -D S BLADES Q)&g - --- - ORO fIV 16' r _•.-.t/2'1'MIN.__...__.. 1/_ 4_ / U.C. 1 3 �/• - I __-._._....... .... f / L;L-I 2:MIN. - _ _,.;= �% ED ''COR®OR(qOR 2"1AIN. /f 2"MIN. ♦ SEE LIMITATIONS OF USE FOR / ......-- bIAP.E to ON SHEET 19 OR t 3 OR q OR�OR(g VIEW Y � iQ OR Q• PLAN f 1 OR '� !7, /� � DETAIL X ' A I POURED CONCRETE OR �Y"11+0«gC7 yp.�a• ....._'._._ _"_^ 1./ 10`®1A END INSTALLATION CONCRETE BLOCK WALL 1D� ,T�, ` 10•®e•0•�©•©« REQUIRED ®«©'�K/' °• ``. `-•0.0.0-0.0'@« jHV BLADE OR ah HV WINDOW BLADE INTO -a•�a�•®«®•Q�a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© � FLORIDA BUILDING CODE(Nan Hiah Velocity Hurricane Zone �`�P•��R F.7!(C%�,,,�1� ®2015 EASTERN METAL SUPPLY. INC. �,P• CEN ��-. BERTHA HYTM ' �-` --__- Z70Ec O A■ .S■A■ Accordion Shutter System HV.BADE#1 W/CR W/O H.V.WNCOW MADE • P t1("'3j�1��~'1E'` ,'- American Shutter SystemsLy,t DESCRIPTION DAL DRAWN EST: M.I. TILLIT TESTING & ENGINEERING COMPANY STATE OF U-1o,361n.61,$ol.M.11RGM GARMIS.F=VA 33,6f Association, Inc, + OLD 11-192 4/13/IS DAte 4/13/1-5 --- ph.Phone:(305)B7I-1530.rox:(305)871-1531 4268 Westroods drive 2 DRAWING nNoC ♦ c-Phil:litlacotNuclsom 5 V I3J ie West PDIm beach. FL 33407 3 ��'''•,SSIONALEN�•�`� WALTER 0.EU-�LLfT1Jr.P.E. 4 P.E. rs�` {Hj1 A1(URE/OATS FLORV,Uc,S 44167 5 SHEET OF 20