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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 t'' �` ri'-"'^€� r� U >a�v1° 1 �x�ota1l4�}Jl � �� EIJIJ1uui �IIIIU�'�� y''t`'s5MR Gi �1'P "_�cS� .. k'T Florida Demi tfnentof BCIS Home Log In User Registration Hot Topics Submit Surcharge stats&Facts Publications FBC Staff I BCIS Site Map Links Search Busines ) s z= ` Approval Professional .USER:Pub Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail G 5 FL# FL38 - 8 s`t= r . Application Type ion Code Version 2014 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CAccordlon Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,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 odf 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 Ylorida Building Code Online Page 2 of 2 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 Flame 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 odf 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 odf 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 odf Approved for use o VHZ:Yes Verified By: American Test Lab of South Florida Inc. si Impact Rest :Yes Created by Independent Third Party:Yes Design Pres re:N/A Evaluation Reports Other:Larg el"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG. 15-085 HV odf 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 8'-0"for 110 p.s.f.for HVi and HVIA 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 odf 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 odf 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::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEEO 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: 'F;. Wal cLh'ecY. RE suCuAt•stud:ccs' https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDcivYYHH2vJvx531V1w... 4/15/2016 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(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SFWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION 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.D.)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 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES 0)& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.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 33:6 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-7.60 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q #0214.01-03.80715.01-03.11004.01-05.#1214.01-05.80317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: IV BLADE n AND HV WINDOW BLADE 1nA 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 (0 80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#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(D AND HV WINDOW BLADE 8 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 H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 814x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k i YIELD STRENGTH AND 180 ksi 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 BEAR THE EIV MARKING ON THOR 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 k i AND 35.7 lisi FOR END CONNECTION DETAILS 1-6.CONCRErE/BLOCK SHEET 10 6005-TS 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 kai MIN.YIELD STRENGTH AND 90 ksi 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 AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&8 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A US. PATENT 16'779582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR W EASTERN BY U.S.PATENT 15.458,179 ISSUED TO SfiBRN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE NIA ONLY S.R SFWl_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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE l I J ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA]BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.6.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY 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 UFE SAFETY 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 CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS RED.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(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED.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. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `"e%i�-\ER A. T/�''ii7j � ©2015 EASTERN METAL SUPPLY,INC. �P'.L10E/tBERTHA HVTM 0. - I L E C O o e��. A■S.S■A■ Accordion Shutter System H V.BLADE#1 W/OR W/O H,V.WINDOW BLADE American Shutter Systems .H DESCWPDON DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY �' TE *� ASSOC1O110nt Inc. 1 OLD 11-192 4/17/15 DATE 4/13/15 �iP•• F OF••'•• 6330 N.W.JeU.ISL..Ste.305,MRGINIA GV�EF16.FLOROA 331 q '• Ph ane:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��RS'••'•, v` .-11:blta..ftd.mm West Palm Beach, FL 33407 s 1''%s;�NAL I-AA ```� WALTER A�EB- OLLRIJY.P.E. 4 15=085 FLORIDA Ue.B 44167 s SHEET P.E. SEACPftV-MRE/DATE 5. 1 OF 20 ��. 'I FDR MWW tnnnE a VARIES 1.91 1.491' m 2�3A�" o r6r /s' o Max. 1.200" mb"' No ✓ 0.454- a 0.n m o 4.371' 4.385" .8r 4.999" i3 .375" HV SOLID BLADE - �, O5 HV 90'/180' STARTER C VERED UNDER US PATE 58179 OHV UNIVERSAL FLOATER a QUALIFIED KOR USE W/ QUALIFIED FOR USE W/ HV BLADE(j) ®HV DIRECT MOUNT HV BLADE(J OtiILI D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER .37-V- -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE�1 12 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 6063-T6 ALLOY AT�O TEMPER .124' �� 670" y 2.670' ` 3.556' ) _9W4' ry .670` 2.226' 072 N 4.897' in92"HV ADJ. ADAPTER W/LIP 4.438' 1.375'0.072' 0.0 . 3.226' QUALIFIED FOR USE'W/ HV 8 HV WALK-OVER TRACK ©Hd ADJ. FLOOR TRACKBLADE( QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 55" 3.750- 6063-76 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV EMPER BLADE 01 ONLY. (j§ HV RAINGUARD BLADE 1D 6.063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER VARIES N1. 1.936 BLADE 10 Max. 1.915" VARIES 1.936" 6063-T6 ALLOY AND TEMPER c 1.917' o o _083' 083' o .063' .083 g ,093' .093'' .125' I 100- .060" .060- 670 2 .093' .093' 060" 6'v 214 21A 0cy. 670 1.686" 4' 3.520' 5 3.529" 670 a?ip. 11 HV CEILING HEADER p HV HEADER/SILL 13 HD CEILING HEADER/SILL 3 Q LIFlED FOR USE W HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1 ONLY / 6063-T6 ALLOY AND TEMPERO QUALIFIED FOR USE W/ FN BLADE D - 14 HID WALL HEADERaILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER X COMPONENT A B T1 T2 X Y t %MN Y MPL t I- 1' 0.062• 2" 2' 0.125' Q 2' S'MAX. 1/8" i/8' J' 3' 0.090' 18 2- 5-MAX. 0.192- 0.192" 1 SIDE ANGLES e CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5` 7'MAX. 0.190" 0.190" QUALIFIED FOR USE W/ HV BLADE11) QUALIFIED FOK USE W/ W BADE O 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2- 5-MAX. 0.139" 0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �pENgF .. ASS A • � Accordion Shutter System . . ■ ■ FIV.BLADE#1 W/OR W/0 FIV.WINDOW WM * elC/ �� *' TIWT TESTING & ENGINEERING COMPANY American Shutter Systems y 81^ DESC1nPRON DATE DRAWN . M.L. 8=N.W.360.St.Ste.3113.MRGRIM GWENS,FLO111DA 331a Association, Inc. 1 OLD 11-192 4/13/15 MTF- 4/13/15 Phone:(305)571-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No O� FCOR10 ..5§ :'Z' a-na -0��osa.eam West Palm Beach, FL 33407 3 SlONAL����` WALTER A MLLIT Jr.P.F 4 15-085 P.E. Ni/66i1M RE/DATE ROA La /j 44167 s SHEEP 6 2 OF 20 4.660• .929• 1/4'-20x1/ 1/4•-20 DIE CAST 4.576• .745• 2.293• 6.33 FIAT HEAD THREADED HOUSlNC DUJ1F1 1/4'-20 2.293• .745• SS.M.S. BAKED PNNIFD TI6iF/DfD HOUSCAST ING 8 yNO m p (2 TYP.) 14J1O RrED ���0• O a 0 � ry ` ro BA MO PaN1ED i o M .O •0 I n N a • � •ip v! o TURN s?. .062• o KNDB. n" ' a0 .875 1.325' 0 06.1' .318 BRASSKDER 6,4 _- - v . Q (CHROME PLATED) BRASS CfU • •�J .._ o n m PLA ) ClnIEDFOR HV CENTERMATE 's. � 3z5 HV LOCK ® HV EGRESS LOCK QUA USE W/ HV BLADE 1 ONLY HV FLOATING CEN ERS MATE m�,;-TES ALLOY AND QU ED FOR USE W/ HV BLADE l & lA ONLY ����,, 3.023' 575 m- QUALIFIED FOR USE HV QUALIFIED OR USE W/ V 6063-T6 ALLOY AND TEMPER (LJI HV CORNER CEN BLADE 1Q& LY. BLADE & ®ONLY. �� 250.O.U. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY .t8' 2.874• 6063-TES ALLOY AND TEMPER PLASTIC HEAte' 1.756' .922• 4.045, 2 MOLDED m m iv 2.079' 1.753' SCREW .360'AFTER RIVETING 1.00a• c 061 A n 825' os• � 1/4"�-2O X 3/4" BEFORE RIVETING > 470-20 RIVNUT* S.S. THUMBSCREW 1./ o o� *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN m m m SHEET NUTSF3if,PART/0820,AS MANUFACTURED BY AVDEL r 2 I i- 2751Y �I -822' CHERRY ip(rORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL. PLAN `Y FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE nsss• HV "T" LOCK ® HV ALTERNATIVE LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ V BLADE 1QONLY ® HV FEMALE T" LOCK CENTERMATE ® R USEQUAUFlED FOR USE W/ QUALIFIED FOR USE W/ V BLADE 1Q ONLY 606LI FIED 3-TES ALLOY AND TEMPER KV QUALIFIED FOR USE W/ HV BLADEMONLY W/VBLADEOIQONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPER' .5' 1.917 • 1.917• 3.161 D - 43 THUMBTURN 063- .432 CYLINDER OR .214' .083 .G62• KEY CYLINDER .214' O � .545- IR o n 0 0.875"Fon. 1 .125'Max. O HD CENTERMATE NO OC I G ROD ® D CE TER ATE 'LOCKING OD .aG 16 16 16 5 S OQQ o QUALIFIED FOR USE W/ HV BLADE 1 & A QUAUFlED FOR USE W/ V BLADE 1 & lA may _ 5063-TES ALLOY AND TEMPER HD CENTERMATE'S INSERT 6063-TES ALLOY AND TEMPER K°i . Um VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADED& 1/4.0-20 5.5.OR 3/8'0-IB 1.130' 6063-T6 ALLOY AND TEMPER THUMBNRN ACETAL.T111W85fXLW5. 11/2• - CYUHOUR (SFE DETAILS QO OR KEY -- 115 1.5 Min. CYLINDER -- .� * 1.76'Mox. ® LOCKING RODS 1/4.6 ® D LOC UAUFlED FOR US BLADE(D 375'0 LLOY AND TEMPER © HV 3/8"0-16 ACETAL © HV 1/ 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. THUMBSCREWS Al"`SSIERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE t@& (9 INSTALLATION WILL REQUIRE A 7/16' HOLE QUALIFIED FOR USE W/ HV BLADE iQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 11 F BLADE 9 Y ``��� ✓9 L• Ai�h m 2015 EASTERN METAL SUPPLY.INC. •. BERTHA HVTM L E C O o N A■S.S■A. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW RADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN SY: M.L. TILLIT TESTING & ENGINEERING COMPANY S bt, Association. Inc. 1 OLD 11-192 4/13/15 OAT[ 4/13/15 i-O'• 0755 N.W.J6N.SL,Sto.305.VIRGWIA GARDENS,NORM 5316 10 �� 4268 Westroods Drive z ��' ••... \� Phone (305)871-1530.Fax:(305)871-1531 DRAWING No 1vALhmao006719 TILLIT J, .E. West Palm Beach, FL 33407 ` 15-085 YTE1E1I111,111111 FLORIDA U'a.9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 0, HV 3/p"D 12"MIN. CE 41 40 TD BLADE P 02s' Q HV BLADE 1 cE 1A 1Brs' ' r OERIDR ® HV BLADE lA �! I HV WINDOW BLADE .0625• FPcnON x_y .0625' ,0625" h 1Brs' Y ® HV LONG RECESSED NYLON BUSHING hoz i; I h KNUCKLE 0 OPENIN ,0625 o.a625' a a (TYP) Q HV SHORT RECESSED NYLON BUSHING 3 ��l a �II! ." .� a� I R1.750/ ® HV NYLON HAT WASHER OR ® FtaT a RnDN f/ 3 50" ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 I" 40 ! n ///Q.750' X 0.870"x3/16"THICK NYLON WHEEL 3 2 7/8•MIN. HV WINDOW I- 315"0 CLEAR 03.0 0.188"0 AISI 302 SERIES S.S. RNETS sEPAPnnoN 3.rsDo BETWEEN D .0625' .0625" ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ( .o OPENINGSON C 3/ /4' HV 2 3 4 ACCORDION PIN W ��II�� —147I�{Id� rsoo © / " / #8 HEAD * 41 477"�,0 CLEAR4• FXM1'RIOR FlcvAifON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I I _ '! i B-� TYPICAL HV WINDOW BLADE l�A AND I I ; 3 E ?7_ � POLYCARBONATE HV WINDOW DETAIL 3 @OR ® (( ® or N.T.S. EE NOTE FOR IkEOU RENENTS) i OR ® I I rINNA NATE IMPACT RESISTANT HV WINDOW ROLON 3103 POLYCARBONATE -STABILIZED GRADE OR SABIC HV N REQ Y 1T0 NIBLADE MN. E PLASTIC LEXAN 103 RESIN OR "F" ON SHEET 19). I ' I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �a rn BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D i I ! POLYCARBONATE SOURCES FOR 44 HV @ BLADE. CLSHUTTER ■ mEXTERIOR APPUCAME REMMT TYPIica PROPeE11ES STARDNMD 'HV PIN @ OR o43 AT R6IIIENGE tea/ A�,m ^"4iC (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT ExrERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo.324' BLADE'S * FOR GRAVITYGRAVITYASD4 0792 MOO lb/f.'/(n' MOO Ibr' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 (SEE NOTEE FOR MTC,.µ p.. REQUIREMENTS) �- I— ® 7 lFR9LE YIF1U SIRQ1GfN ASfY D638 9.400 Pai. 9.`A9 Pzi. FU] RAL SIRLRGIII AT YmID ASN 0090 12.500 Pal. /4400 Pa (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® �y i i I j FLaw tAL Moan1s Asw Mo S M=R.J. 345,000 Psl. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� i asecD SHEET ® Mo1arED R00 ASN°25618 Fr-m! 7 rr-/, I FlRP Ta=Gu.R4� �v< WHEEL CARRIAGE DETAILSNORE DERsr ASTM 02843 47.2 z 64.s x MAx N.Ts. ASSEMBLY LAYOUT RATE or BURNRIO ASN D635 c-1 awls o-1 Ass N.T.S. SELF IGNRId4 AS51-D1929 1040 T 960'F 1 wSIY 6155 n_IX SREERGM AF1ER M MERPIO ASN 938 9302 P. . 6840 P.L l HV BLADE SOLID & HV WINDOW BLADE DETAILS 6MF35WFADIaOG �'� 8461°'L 65x0°''. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 00 0.....A: jj��/' 0 2015 EASTERN MErAL SUPPLY, INC. �•.• r'', BERTHA HVTM ASS A L E C 0 1Nc. ccordion Shutter System H.V.� BLADE#, w,DR w/o H.V.WINDOW BLADE i�-t E American Shutter SystemsEV.N DESCRIPTION DATE DRAWN Br N.L. .1 *= TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Z O•, ATE DF ? 8355 N.N.36N.SL,Ste.30.5,VIRGINIA GPROENS,FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive x DRAWING No •.ORIDP F`��` e-n6D:611eeoa9°I.com West Palm Beach, FL 33407 3 15-085 s/ONA�'ENG` ��``� WALTER wEB-OTOWT1Jr.P.E 4 P.E. 9tItL'f6U1T9}��URE/DATE FLORIDA Lk.a 44167 8 SHEET OF 20 4 of ®•�® Cl ® © * S TERMATES: 9 e c Y N s T u @°A® ].R ONE HV LOCK®o ®SHALL BE USW AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN 2'ABOVE OR EI OW 2 OF SHUTTER SPAN OR SPANS UP TO 105",AND FOR INST TIONS T ANY ATION. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TOU ORERMATES W/(2) 1/4'0-20 x 1/2'LONG t7AT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON SHR ELEVATIED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16�, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ,,,,,,,,,T OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE �Il�%q• LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DD_ Hve 3 (VAUD ONLY VO4EN b"DATOM CONDITION 11 OR ��,,..�..,�,�� 02 IS USED W/�yYO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY O 4"'GV""CJOR(OR®� °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION i2.•ONE FLV LOCK®r�g�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK( or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) i/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS T^ AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �Io Hoc-Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ® yN o -Is Vit£ 5El&ff ALTERNATE . • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN,AND O g$3S= 2 � INST TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Y 35 � OF 1/4"0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. HDI TM g RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 8. �J!NO:.TRY CONDITION FOR KEYSTONE MOUNTING INSTALA-non; ONE FIV LOCK or®or®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 T 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®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®W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& 18 TYP. FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HE3GHT. OF CORNER CENTERMATE �.7 ONE ALTERNATE HV 'I'LOCK(i'�C MAY BE INSTALLED IN UEU OF HV LOCKS OR®FOR ANY SPAN AND ©w®�'©• 70 DR®oR 10+©3 I STALLATION AT ANY ELEVATION. ALT'• TE LOCK® Y BE USED AS AN WSIDE OR OUTSIDE LOCK.ATTACHMINf OF LOCK®INCLUDES USING R�NFORCING LOCKER ,AS SHOWN ON SECTION FiVG, SHEEP 9,YMICH MUST BE NNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' MAXIMUM ABOVE AN 4sBEL WIMIDSPANS USEOOF TWO LOCKING RODS®TOP AND BBOTOM IS MAMA ATOIRYP� OR 12" ®+®°"�g+QDR19+���• *NOTES ON HD LOCKS & CENTERMATES: � 1. : ONE ALTERNATE HD LOCK l:Y MAYBE USED IN UEU OF CTYPICAL IT1 HV BLADE SHUTTER ELEV HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HVB AND HDC HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY ofnoNN- FLORIDA BUILDING CODE(Non High Velocity HurricGne one 2015 EASTERN METAL SUPPLY,INC. �Q 'V\CENSF':19=; BERTHA H1/TM A■&S.A. FEVAccordion Shutter System .BLADE#1 W/OR W/O FEV.WINDOW BLADE American Shutter Systems REV.w DESCRIFRON DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF Ar= 6=N.W.3M.SL,Ste.305.VL%M GARDENS,FLORIDA 331 9_'•. 4268 Westroads Drive z —p-1 Phona (305)871-1530.Fox (70.5)871-1531 DRAWING No RI �`�` D—m�G0006791.eam West Palm Beoch, FL 33407 3 15-085 ,S/0 NAL� AAA``` WFLTMA V®4,167UJT J, E 0 SHEET P.E. Sg(C 4GNDnJRE/DATE 6 5 OF 20 ONCRETE ANCHORS PARCRO POURED SEE SCHEDULE ON POURED CONCRETE ( —HIN20x3/4'S.S. CONCRETE REQUIRED '�� 13) CONCRETE ANCHORS MPLHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/7/4-20 CONCRETE ANCHORS 17 18 ONE(SEE MOUNNNO®OIt SHEET 7) SHEET 73) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) i' I. Min. 1/4'0-20x3/4'S.S. Min. 12 OR 14 EQ MACHINE SCREWS 0 0 USING 1/4'-20 NUTS 2" ® 12'O.CD.* q 250'MOx. - - 13 OR 5 5 D 250'Max. °9• OPTIONAL I I i i-I \�PTIONAL M a (SEE saenuE ON s47 ♦ i - MIN.SEPARATION TO GLASS 1 11 FRi asnE 9E --CDR ® ' EXISTING,_{-(SEE SCHEDULE ON SHEET 11) II I 1 EXISTING I ® mem I I I I MIN.SEPARATION TO GLASS GLASS _ GLASS-1 SHE —(SEE SCHEDULE ON SHEET 11) _ 'EXISTING � I I GI ss ©HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS I&L sTORAr N ' 1 OR i i , (SEE SCHEDULE ON SHEEP 71) 1 G 1p cu5s(gE I I I I ®♦ i MIN.SEPARATION TO GLASS 11 I 1 IXIGSR�NSG� ,._.1 EeON®� i �i i(SEE SCHEDULE ON SHEET 11) i ON SIM 19 FOR i ` I i OPTIONAL i aADEsma® � �j � ExlmNc I ,l . I I 1/4'Max_ F * I Max. f OPTIONAL I 13 OR 15 /2' - -- 19 --- EQ EQ 13 OR 1' - 12 OR® -- - 1/4'0-20x3/4'S.S. Min. --- E PHIWPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS- TR HEAD MACHINE SCREWS ONCRETE ANCHORS 77 1$ 1' 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/7/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATIONPOURED CONCRETE SHEET 14)(SEE SCHEDULE ON 0 HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR CQMBINATIQN OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D.-EDGE DISTANCE `, ASSEMBLY SLE SPECIFICATIONS ON SHEET 13) ♦ BLADE 1TIAONNSHEETU19 FOR 10 H Y B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED ( O IN ANY WAY To SUR ANT'INSTALLATION. 11111111/1FLORIDA BUILDING CDDE(Hon High Velocity Hurricane Zone `\`\\,`�R ,•./�C�ijAx� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM _�: Accordion Shutter ytemIEC O �.. A.SS.A. FLV � W1RKV.Ws *� Y / /,� *_ American Shutter Systems .N DESCRIPTION DATE DRAWN BY: M.L 3/15 .o'. - TIWT TESTING & ENGINEERING COMPANY �•` AT 7E OF :� Association. Inc. 1 OLD 11-192 4/1DATE 4/13/15 ••, assn N.W.3SM St.Ste.3D3,W2GM GARDENS.FLOREA 3316 4268 WCStfOOdS Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No .............•'G�\\per e—mail:Blteaooaal.aom West Palm Beach, FL 33407 3 LEN\\\\\\ WALTER A 17LLUT7Jr.P.E. 4 15-085 rAArrll 11II%% FLORIDA Uc.P 44167 5 SHEET P.E. SEALIS1t�NATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS NEN SOPARx XR i i i 1OR I ti MR.6EPMA11R1 I 1 CONCRETE (SEE SCHEDULE ON SHEET 13) 6aroHDUE�aN(9�$ I , ® EXISTING ro 1 , ,(sEE scwu ON r If REQUIRED EDGE OF 'I 11 Nt wx(BAND SLAB IF i I SHEET 18 FOR I i I I 10 PATI I , 9 D. APPLICABLE EXISTING aroLsm&� ' a \ ON SHET tt) \ /,L; ALTERNATE i i r i i i i i r i i EXISTING /EN r r E i ANCHOR I „ 1 GLSSSSSSS"'''' ✓ K LOCATION I I I �lOx3/4"HEX WASHER HEAD 1 1 t 1 OR 1.5 OR 1$ 3/a NM. TEX SCREWS U 12"O.C. EDGE OF 3/8 MM. CONCRETE ANCHORS , APP IL G6LE (SEE SCHEDULE ON SHEET 13) E Ll EDGE OF EXISTING Iii I,it EDGE OF--E I' SLAB IF GLASS--' SLAB.IF t I 1/2 1 EDGE OF APPLICABLE ,X SFPPFWIW APPUCABIE .Q. .Q. SLAB IF APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS TO GLASS(SE CONCRETE POURED --{1���(D 4 POURED CON UIRED - (SEE SCHEDULE ON SHEET 14) REQUIRED I ON SFHEE FOR 1 OR ® CONCRETE FIAT HEAD CON CHORS (Dig REQUIRED E D. D. (SEE SCHEDULE ON SHE <) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t G)HV WALK—OVER INSTALLATION DESIGNSCHEDPRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION EXISIING u�Q� I CONCRETE ANCHORS I (� n1rol./I roI j (SEE SCHETXILE ON 1/4'9 mr L31ADIN TAPCON.W/ aNs�t0 SHEET 15) AINANE9E 11RFAIFOIWIEXISTING TECHNOLGLY(R 1/4'9 POWERSEBSfING EXISTING—i Iloa SFPAMIRM roaw5sGLlS^r� I I FASTENERS TAPPf12+ANam W/ GLASS i I 1 CLASS �(sa samulE ax s¢Er t11 1O r —gruuTpN TO I I 1 3/4'MN.OMEDUENT o 6' I I l 1 I d(s¢soa0lllc ON t q I I ac FOR' TO"0'6PAN AND I L I 0 I i , f r I 4"O.C.FOR SPINS LARGER THAN 1/4 i TI TI 1 sFNANF a7 EVERY-0Or IAAX APPLY MAX. OYP.)C, Na1E tt aT sw 11 1/2• r FDR DEarmons 3/B" D t 10x3/4"NIX E. a MAX. aR 1$ I r ,, WASHER HEAD i ooNr.SELLJVFT I uzL I - TIX SCREWS I I I .+ #1413,/4" RIX HEAD ® 12"O.C. I I 1 1 + '^- 7/4m-20x3/4"55 us 7EK SCEWS U 9"O.C. _ ___ I I I I •" <.. .� OR 1/4 S.S. M.S. I CONCRETE ANCHORS _ _ 6 + ]� 3/ 14x3/4"S.D.S. _ ,, , 1/4 ;,(?;..:�.:,,; ,ti• 0 12 1/40~20 NUTS / 1 1 ®9"O.C. Mai. <rY, 0 12'O.c W/NU7 U 9"O.C. (SFE SCHEDULE ON 1Z"I ;a j SHEET 14) .:•': OGSTINC NON STRUCTURAL ---- 11 s------ 17 oR 1 B 1/2" 1" 2.00" WAIL TRW(DECORATIVE 17 R 18 •�.1 E:p. T SIU.) E�: 114x3/4"F.H.S.D.S. III 1 7 B" 1 7/8" I APPLICABLE IF U B"O.C. _ EDCONCRiEM CONCRETE ANCHORS SEE NOTE 13(b) _ D POURED CONCREIE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) - D, OR CONCRETE BLOCK SHEET 14) OR CO CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIONAL POURED REQUIRED ®KN XM M TON 06MOUPR N�TI�NG641NSTALLATION CONCRETE HV WALL FLOOR INSTALLATLON © HV WALL WALK—OVER INSTALLATION REQUIRED MAXUM SHUTTER SPAN 0'-0' t�J HV RAINGUARD INSTALLATION t x081 THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: a t REM BLE MEN PERFORMED E. E =EDGE DISTANCE A13JACENT TO AN OPERABLE EXIT SEE UM ARONS OF USE FOR 1—SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFlCADONS ON SHEET 13) OR ENTRANCE BLADE lA ON SHEET 19 INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUR ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .N.'fit`/T AAS/, ©2015 EASTERN METAL SUPPLY, INC. \CENSF'��' BERTHA HVTM I L ECO�mc A■S.S■A. Accordion Shutter System Kv. 131.ADE#1 w/OR w/o Itv 1MNDOW etADE *; ��J�; = American Shutter Systems DESCRIPTION DATE DRAWN BY. UL T TICCIT TESTING & ENGINEERING COMPANY o'• STATE OF 6353 N.W.3611.5t.,Se.30.5,l RiNN GARDENS.FLORIDA J31 Association, Inc. 1 OLD 11-192 4/13 15 DATE 4/13/16 PNona:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No ,FS'' R �Co\ z' -@EB—006719 15-085 west Palm Beach, FL 33407 ; 15-085 qAM S/ONM'-� 1�`` WALTER A TLLD Jr.P.E. P.E. Zl*Slu"NARE/DATE FLORIDA ..B 44167 6 SHEET OF 20 SEE END WALL CON ECTIONI 8 1 SFE N TES ON LOCKING RODS 0.HV LOCKS 20 ar(D O I I T 90, FIN `f` STA LLAT 10 N S W f 1 H V * AND I ERNATE HV LOCK 0 ON SHEET 5. VV EXISTING GLASS B SLACK OErAIL HVF 15 VAUD FOR ALL LADE W HV CENTERMATES C MATES APPUCATON WITH BLAOEQI ®°" OR U SEE END WALL CONNECTION eusnNG GLASS DETAILS ON SHEETS 10 &00 18 0+0+Q-©+(D+@oR O+®OR Q+®DR®+®OR ____ ______ ____ _ -- ----_---_�---_ 2"x2"xt/8"x0'-2 1 I ®,®'OR Oa OoR 19, 3 1/4- 7" 6 1/2" 7- (so63-Ts ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4"0 TAPCON I 1/2- aR©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP-S. T)& i 810x3/4"S.M.S.® 12- W� HV LOCK W--1 ¢5) (4)10x1/2"SM.S.W TUBE I O.C.FULL LENGHT. W/ HV LO— CK or 2 TO GLASS AT EACH ANGLE(TYP) 3 * 3 ON SHEET SCHEDULE FIN 5 90- 5* 1 1 1 L (D HVB oUTl HVC Q DR®m©,Om®°fl 1 Q+®oR POURED CONCRETE OR HVA ©aO a© O+O+(1 R IXISBNG GLASS CONCRETE BLOCK WALL 9-6+©- _ REau m EXISTING SYMMETRICAL * IN 6 ` 7O+©°"�`O7 `®�` MIN.SEPARATION GLASS 8 +®°R�+Q�19+� �IXISTIN CENTERMATES 6 ©+®°"�•®�'®+O7 5 _ _ ___ ._J GLASS - 1 �K (SFE SCHEDULE Ir _.^. * a W/ HVA (IPN7E0RIOR) ®`®°R +©°fl 19+OS ON SHEET 11) MIN.SEPARATION (INTERIOR)_® m OR©+® -- TO GLASS (SEE SHEET 111) ILE N (PERIOR ----_---_—_ ------- ------- FO ------ (INTERIOR) _ `-CONCRL�E OUT 1 ANCHORS - - ------ --- - * 1 I 1 16. O.C. g VARIES °- * m ® C7 * n9ai ® 0 U T 5 1/2-MAX.SLACK *Fo-u--T (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone `Il1111111111i111/I//A' EAS ©2015 TERN METAL SUPPLY.INC. .A:T�<</T�� BERTHA HVTM P..�`CE" _ A S S A Accordion Shutter System s 1 L E C O I N t. . . . ♦ ■ N.V.Bi ADE#1 W/OR W/O FEV.WNJOW BLADE *; l l`T•*x TILLIT TESTING & ENGINEERING COMPANY American Shutter SylStemS EV.N Dt3CRIPiION OATS DRAWN!T': M.L. 6555 N.W.J6N.St.SW.M.VIRGINIA GARDENS.NDRM 3316 Association, Inc. 1 OLD 11-192 4/13/15 DAZE: 4/13/15 -o'• STATE OF = 4268 Westroods Drive 2 "40 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No e 0:BRe.O®ew.eom West Palm Beach, FL 33407 3 O,cnn FCORIOQ`\.�� EB ODDB7,9 15-085 L•�`G````• WALTER Lc.8 44167 5 SHEET P.E. "KAL/,�64AirJRE/DATE e 8 OE 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -,,,---EXISTING GLASS -r- _ MIN NG GLASS ® 16'O.C. _ 1 JJJ _ 2'MIN. MIN.SEPARATION ,'_ TO CLASS(SEE MIN SEPARATION MIN.SEPARATION SaiEDULE ON SHEET MNL SEPARATION FA-2- ED EQ TO GLASS(SEE 11 FOR BLADE D AND SCHEEDIAEON(�SHEET ro GLASS(�ON_ SCHEDULE ON SHEET 1/16'x3"MAX. ON SHEET 19 FOR 11 FOR BLADE DATA _ .1 FOR 3lADEQARm 11 FOR BLADE DANO (6063-T6) CONT. BLADES & ON SHEET 19 FOR 1/2 ON SHEET 19 FOR ON SEE 19 FOR ALUM.CLOSER (LOCATE AT 8lA0ES D&® PLATE(LOCATE 1/2 I BLADES tQ&Q� 1 HM6 D&Qg� OF(DHER) SIDE AT EITHER SIDE MIN. ` I 1 OF 5O) OF(D) 1/2'MIN. I }USE 1'OR 2'MAX. g1ox1/z'S.M.S. I _—_-- (AS APPUCABLE)x2'x1/6"xa'-2' _—_-- #10x1/2'S.M.S. _—_—_ ® 16'D.C. ALUMINUM CLIP ANGLE ® 16'O.C. ----- 4 ` (6°63-T6 ALLOY)AT MIDHEIGHr (1) 810x1/2's.M.S. To p& 4 \ / (2)1/4'0 TAPCONS ANCHORS TO tj SEE DETAIL X FOR O WALL I OR ®� EITHERA SIDE OF® �AT ) OR SIDE CON NECRON 1 OR ®� SEE DETAIL X FOR ) OR®° TO TRACKS SIDE CONNECTION (D-@)- 0•®m SEE DETAIL TL FO 4- 6 7 m 8 1D ®m®m 6 7-8-04- TO TRACKS „ m 6 7 m B 0. SIDE CONNECTION ®" 40-& ®m"©'�©`®°" TO TRACKS 1�0•®a®•®m©•®m ®'®°'7©.V.J'^lJ•®m' ®'®m©'®mO8•©°° g m1 . m . O•®m®•®m®•®m®�® m� EN ECT 0 D A 3 END CONNECTION DETAIL END CONNECTION DETAIL 1) END CONNECTION DETAIL 20 }REQUIRED ONLY FOR SPANS GREATER THAN 121-0' POURED CONCRETE OR � EXISTING GLASS CONCRETE BLOCK WALL G 4 4 REQUIRED 1 1 q11C M/N,g.PAWnIXT � / ON SHEL7 ro aas(SEE ® Y1�LDlADEDAND CONC ETE1/2'MIN. ro GLA55( 6 OR®OR�OR HEDULE ON SHEET ON SHEET 19 FOR ANCHOR® - 1 BLODEQ D ______ ______ QOR@OR(qOR i CONCRETE ITIADFSD& 12.O.C. ON SHEET 19 FOR rJ BLADES D&0 4 __-__ ORg ANCHOR - Q 16' 1/Y MIN. _ 4 O.C. _1/2-MIN. _ _—_—_ ED 6 OR 2'MIN. 2'MIN. ♦SEE LIMTTARONS OF�.E:F.11 VIEW Y 5 BLADE oA ON SHEEP @ OR3 ORB OR�OR� 1 OR ®' PLAN DETAIL X POURED CONCRETE OR 1 OR ®m©•Om0 +D•®m ®m®m©•pm® '°•®m END INSTALLATIO CONUIRED CRETE BLOCK WALL REQ ,o•®m©.gyp.©m ©•O•©m©•O•®m 1RIAD DOW BLADE INTO �O`O•©m0.0•®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®m®®mom ®mom® END CONNECTION DETAIL 6 �•®m®.®m®•® m®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. P�•' �� BERTHA HVTM S� �CENs '•.�' A Accordion Shutter System ■ H,V. MADE#1 W/OR W/O H.V.WINDOW MADE American Shutter Systems REV.No DF5C 6 CN DATE DRAWN Br: ALL. TILLIT TESTING & ENGINEERING COMPANY STATE OF :'�` 63555 N.W.36th.St,St..305,NRGUM 01RDENS,FLORIDA 331 Association, Inc. 1 OLD a-,9z a/1a/1s DATE- a/13/1s •• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 e•., ORI : e-mall:6ltoc G-Loom West Palm Beach, FL 33407 3 DRAWING No ..........i�q';.�`'� WALTER A�117f1Jr.P.E. 15-085 ONAI qA FLORIDA U�.I aa167 s SHEET P.E. `SILTrWA�URE/DATE 6 10 OF 20