Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
,r jull � 9� ,: ""fit ,�`� "•' ,.< .:$0 CC,- r t ` t loltda DI"cppartfTientl SCIS Home Log In 3 User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff i SCIS Site Map Links I Search Busine i� � �Ip�.. product Approval �r�fCSS USER:Public User Regulation Product Approval Menu>Product or Aooiication Search>Application List>Application Detail FL# FL389-R8 Application Type Revision 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 Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [Z 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 I Validation Checklist-Hardcopy Received Certificate of Independence FL R8 COI HV r-.(-.ORDION CI NONHVHZ P-Of 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 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.15-08_6.p!f 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 FL_38Q R8 AE A S S A INC P.E.R. DRWC 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 pre sting of+72,-72 and 84"for+64,-64 psf.See s eet 5 for ther 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.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 level"D". Max. Span is 16'-0"for 30 �L36�. R{�AE A.�.S;�.-TNC. P.E.R, D.RWr 11`-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 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 15-084 (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 DRWC 15-084 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.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 AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: od� P�:.:� M-M ec'�c1; Im cu attrM 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 SHALL NOT BE INSTALLED FD 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 JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALL-ED WITH A DIRECTIONALITY FACTOR Kd--O.85,USING ASCE 7-1D AND SHALL NOT EXCEED THE MAXIMUM(A.S.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 O de AIA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 /0214.01-03,#0715.01-03,®1004.01-05,#1214.01-05. #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV 13LADE n AND HV WINDOW BLADE _1nA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)ӄ.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTIR E-1885 AND E-1996(MISSILE LEVET.0,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. W BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 3.BERTHA IT V. ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STET.BCREVS WNN 135.0 ksi YIELD SfiZENGM AND 1E30 bi TENSILE STRENGTH. PINS SWLLL BE COATED WI1H BERTHA HV DAUi05HIELU ORATING SYSiF]A AS MANUFACTURED HY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY IS 30.0 ksi AND 35.7 lisi FOR END CONNECTION DETAILS 1-6,CONCRITF/BLOCK SHEET MAXIMUM SPAN TABLES SHEET 11 11 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL As PER DIN 50018 WITH 50 Psi MIN.YIELD STRENGTH AND 90 Icsi 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 STEEI,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 lk i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 HV BLADE CD&Q WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12 &X.WOOD SHEEP 18 -8.THIS BERTHA ALV.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 METAL SUPPLY.INC. AREA 3: HV WINDOW GLADE_NA ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER i9 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/TNN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTEER :DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD A 4. HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11.SHUTTER MANUFACTUREYS LABEL SHALL BE LDCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.63 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 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(0)THIS RED.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 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 CCNDIRONS DETNLED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED EW 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 FCR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. \a BERTHA FIV V' 4`C EIV ••.•v95' TM L C® it�c. A.S I.S.A. KV.RAX#1 Acord�OR W10 R.WeirrWN IRAXm ' American Shutter Systems -p; />//'T N DESCRIP110N DATE DRAYM ET': ML 4"IHIE :•1�; T1WT TESTING & ENGINEERING COMPANY ASSOCletlOn� Inc. 1 OLD tt-192 yt3/15 DATE.- 4/13/t5 ��•• . OF 6355 KW.36th.St.,St..305,VIRGINIA GARDENS,FLORIDA 3316 Ph.-:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ' -,r�o0:6n«oeaal.�m West Palm Beach. FL 33407 3 ^'<•��,`G�` \`` ` m-OM6719 4 15 085 //7j7jAAQA1 1 Ht1ttV` WALTER FLORIDA LMS 46167E. 5 SHEET P.E. SEAL�S��AdTURE/DATE 6 1 OF 20 VARIES • C3'I F9R N91100Y BLADE® 1.918• 1 491' \ us 067. m o Max. 1.200' a°J t I 4.371' �� 4.999• 6 1 HV SOLID B 5 HY 9D°f 180' STARTER COVERED u 5458179 3OHV UNNERSAL FLOATER QUAUFlED FOR USE W/ HV BLADE 1O 4 HV DIRECT MOUNT HV BLADE(I) 1A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE. 173 ,SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 60 - EMPER •124• 6063-T6 ALLOY AND TEMPER 3.226" 1.500• 2 0 1L 70" y� 2.670" 3.556' fl: ° 99q- .67 1.000' .670" 2226" 72 I 842 'o 4.897• N .815' 092' (7)HV ADJ. ADAPTER W/LIP m 4.436" 375 x.072' 0.072` x,226• QUAUFlED FOR USE'W/ HV �HV WALK-OVER TRACK ©HV M. FLOOR TRACKBLADE 10 QUALIFIED FOR USE W/ ITV 9O HV TRENCH TRACK 6063-T6 ss ALLOY AND TEMPER E31-ADE(J) QUALIFIED FOR USE W/ HV QUAUFlED FOR USE W/ HV 6063-76 ALLOY AND TEMPER BLADEQONLY. HV RAINGUARD BLADE(1) 6063-T6 ALLOY AND TEMPER FlED FOR U 6063-T6 ALIOY AND TEMPER _ m 1.936' 1 1" 1.915 VARIES 1.938' 6063-T6 ALLOY A D TEMPER Max. 1.917• ` 4VARIES, o .083• 083• 083" m m� .125' .060" .060• 'I .093• .093 ` I, 60" .060670 35201" o 3520, 670 0�7a• I 1 HV HEADER/SILL 3 HD CEILING HEADE SILL 11 HV CEILING HEADER ® / B/ Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR AND B MPEROONLY QUALIFI LADE(1� - 114 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. UAUFIED FOR USE W/ W 6063-T6 A11.OY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A e T1 T2 X Y t MRL X MN Y MN.t 2• 2' 0.125' 1" 1' .062' 17 2• 5-MAX. 1/8• 1/8- I I 3• 3• 0.090" 18 Y 5•MAX. 0.192• 0.192• 1 SIDE ANGLES 9 - 20 CORNER POSTS Q HV ALU�FOUSE .9 2.5' Y MAX. 0.190' 0.190" FOR US BLADE Q ABLADE 1 6063-T6 ALLOY AND TEMPER ® 2'6063-T6 ALLOY AND TEMPER 5"MAX. 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(ion High Velocity Hurricane Zone N1 Ill/�� ©2015 EASTERN METAL SUPPLY, INC. ��a:T.... J ,, BERTHA HVTm `'��`Q�''•�GENSF ' • '%y A S S A Accordion Shutter System - 7 _ /_F1L7EC0 I■c. ■ ■ ■ ■ H.V. BLADE#1 W/OR w/O R.V.WINDOW MADE --K= American Shutter Systems iEV.N DESCRIPTION DATE DRAWN BI: M.L TILUT TESTING & ENGINEERING COMPANY Associafion, Inc. 1 OLD 11-192 4/13115 ff 4/13/15 STATE OF LL, WS5 N.W.36th.St.Ste.305,MCMA GNDEN5.MMR 3316 4268 Westroads DfIVC z (305)871-1530.Fax:(305)871-1531 DRAWING No •.FL�Rt� EB-0006719 Q0a West Palm Beach, FL 33407 3 15-085 °�7I7F`SSIONA\- "'%' WFLORIDA Uc#44167 5 SHEET P.E. 9p*V@rWATnRE/DATE e -'` 2 OF 20 4'b - .745, 2.293' 0- 1/41-20.1/ 1/4'-20 NE cAST /- G LIM 1203' .745' "45, FLAT HEAD TMWAM =ND EZEL — 0.3u, ELSIUZ. 0 FAI F;12 O )0 ED UR CAST HOUSING EL 1 (2 TTP.) BAKED 4WIEOD I-A I TD E KH.B.RN .062' C4 875 _E M. GM M 44- KEYS(OOME (CHR "TED (21) JjY- CENTERMATE QUALIFIED FOR USE W1 HV BLADE(D&9 ONLY HY FLOATING EN TE s. yo 0 325' HV ,,OCK � HV EGRESS LOCK BLADE(D& (0 ON BLADE(j)& @ ONLY. 6063-TE ED FOR USE W1 14V BLADE 1 & IA ONLY 3.023' QUALIFIED FOR USE W1 QUALIFIED FOR USE W/ w 2 ( CI QI CTER �-4 QUALIFIED FOR USE W/ HV BLADEOONLY -250.0.0 2'B74" 6063- NO TCMPER 16' 1.756* 922' PLASTIC 14 .079* 1.753' SCREW o Old 6 B25- J1160'AFTER RIVETING 1/4"P--20 x 3/4' BEFORE RIVETING S.S. THUMBSCREW 114"0-20 RIVNUT* *SERJES 9444 ALUMHUM(202+-T3 ALLOY)LARGE FLANGE THIN Z750' Q SHM WITSITIT.PART I 0620.AS MANUFACTURED BY AVOa. PLAN FRONT ELEVATION HVMALE "T" LOCK..CENLERMAIE4. 9BE' 62 CHERRY TOL!",PAR53PPENY,MV JERSEY 07054 OR EQUAL LOCKER FOR '"T LOCK CENTERMAT QUALIFIED FOR UA BLADEQ)ONLY 14V FEMALE LOCK CENTERMATE 14V "T" LOCK HVALTERNATIVELOCK , 'Qv QUALIFIED FOR USE W/ HV BLADE ki_)L;NLy 6063-T6 A NO TEMPER QUALIFIED FOR USE W1 HV BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPET W/HV BLADE@ ONLY. BLADE 01 ONLY. 1.917 1.91T, 5.161 .0 D63' 4 -�THUMBTIJRN .214 .00 il 2- CYLINDER OR .21 KEY CYLINDER 0,875'Mini. .40 125"1 HDCENTERM&TE Wj NO LOCKfNG RO iff2.CENTERMATE,W/ LOCKING ROD0 QUALIFIED FOR USE W/ W BLADE(j)& OA QUALIFIED FOR USE W1 HV BLADE(1)&OA o 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER C HD CENTERMATE'S INSERT VARIES. 12"MIN. QUAIIFIED FOR USE W/ /4* HV BLADE Q)&(j� 6063-T6 ALLOY NO TEMPER ,-�—ACETAL 11,1111 (SEE CETArLS) 11/2- 00 -FONDER RN OR KEY CYLINDER 1.597 Min. CY/4- 375'0 HD LOCK 6063-T6 ALLOY AND TEMPER HV 3/8"0-16 AGETAL Q US DEQ (�t W.0 20 AISI 04 BY REGENT HARDWARE MOR11SE LOCKS SERIES 23.33 HOOK BOLT LOCK. @INSTALLATION WILL REQUIRE A 7/16' HOLE RIUMBSCREWS S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& @ DRILLED AT TRACKS FOR PROPER EMBEDMENT ED M%%%U*V!WIf)jy 6 1 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ......... 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVT, I Accordion Shutter System L E C;0 ,.c A.S.S.A. RV. MADE#1 W/OR W/O RV WMCW BLADE American Shutter SystemsDATE 7 DRAWN BY. M ILLIT TESTING & ENGINEERING COMPANY T�-Y.—w—O=f4P;T.. GM N.W.36"',SL.SW.WS.WCIWDINS,FLORIDA 3316E Association, Inc. I OLD 11-192 4/13115 DAI`F- 4/13/15 Phone:00*171-1330.F.A:(305)671-1531 4265 Westroads Drive 2 DRAWING No -011:tdtCCGCWI=M West Polm Beach, FL 33407 3 0 ER-OM8719 — 15-085 li111111111111111% WALTER A.TILLIT Jr.P.E. 4 L/SIGNATURE/DATE FLORIDA LI`. #447 67 5SH If 6 3 EET Of 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 9 / 3 8"0 12'MIN. CE 62� 41 4 I I TO BLADE R7 HV BLADE I ! E cE® I ND els '06'25- 625' .0625 Imo\ HV WINDOW BLADE .0625' .�cnoN z_z .0 HV BLADE lA I I �! I a .1875• Y ® BLADE'S '0 OPENIN .0625 HV LONG RECESSED NYLON BUSHING 39 sa4 n KNUCKLE 0.o62s'. ©9 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER AOR ® Nwrc ! FIAT PORTION Ipt R,.F7s%�j '3 SO• n� ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I `" 4"I' 40 ! I n \� /�m2.61S0' X 0.870°x3/16"TIIICK NYLON WHEEL 3 I I `"' n � 2 7/8-MW. FiV WINDOW 0.188'0 AI51 302 SERIES S.S. RIM ETS 315'0 i BSN I 03'0 1.7500' CLEAR .0625" ,0625' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR �; o OPENINGS ON C CENTERS sFmN r_r 7� .7500' ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 4 o �4 I^� 2 1/a' WOR."N"TON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i L' ! TYPICAL HV WINDOW BLADE 1�A AND I 13e I s I POLYCARBONATE HV WINDOW DETAIL (DOR ® ® or ®3 N.T.S. [SEE NOTE FOR j REQUIREMENTS) ! Q OR ® j *POLYCARBONATE IMPACT RESISTANT HV WINDOW I I j BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.CL CE RESINS, UV—STABILIZED GRADE OR SABIC To BADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN �L PIN REQUIREMEM AT EXTERIOR BLADE KNUCKLE FOR1 ! ! I ! F j\v (SEE NOTE "F" ON SHEET 19). in w OA ORo � I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR NNO I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1tD OR I,� ~J I ! POLYCARBONATE SOURCES FOR 44 HV BLADE. ! EXTERIOR ® TYPICAL SHUTTER ASSEMBLY „��RR0RER16 sv _ N.T.S. HV PIN®2 OR©4 AT REFEIDOIOE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT BLADE'S KNUCKILE. P6 ireLaN EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324- (SEE NOTE FOR sPEcmc GMV17Y asn+0792 0.043 roAn' 0.043 Ibl BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. m IT ® 3 I' REQUIREMENTS) t 7EXsI E ltE1-0 S11 OGTH ASN Du3e 9.400 p.>L 9500 p.,L ! FIDNRAL SR>ENc,11 AT raD ASN D7P0 12,500 p-L 13,400 -1 (3) HV PIN ©OR @ W/ 1/2" O.D. 1/16' THICK S.S. WASHER �5 ! FLE`Q RAL MODU s ASN DM 340.000 P.A. 313.000 Poi. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> ° I I I ! DeeacD ! I ! I rroT1 ZCV A51M 0730 ,°—.t. 17 n-mM SHEET OO i I I,R:w wnNn ou� SMOWHEEL CARRIAGE DETAIL Rk7ENE OF B°B RNNG ASTM uw5 C7-1 CLASS ,CLAS N.1s. ASSEMBLY LAYOUT N.T.s. mr r1+n1oN AslM01929 ,wo-F e6o•E WEATtlF8Q63 Am on TETISIIE SREENC01 AFTER W TIIRINC ASTM B18 9302 P.si. 6010 p.c.l. C1� HV BLADE SOLID & f-A HV WINDOW BLADE DETAILS °'' N.T.S. FLORIDA BUILDING COOE(Mon HI91, Velocity Hurricane Zone T�j AA2i/�' ©2015 EASTERN METAL SUPPLY,INC. ........... BERTHA HVTM CESCC ® 1NC. HV.BADE#i W/OR W/0 RV.WINDOW BLADEAccordion Shutter System L ■ ■S■ �1 = American Shutter SystemsEV,N DEsallPnaN DATE DRAWN BY. ML TILLIT TESTING & ENGINEERING COMPANY *; Association. Inc. 1 OLD 11-192 4/I3/1s DA,E 4/13/15 O•• ATE OF 6333 N.W.36N.St,STs 303,V INA O FNS.FLORIDA 3318 4268 Westro0ds DTIVe 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No F� .. ORIDA .•`F��`� —0:6lt-0001— West Palm Beach, FL 33407 3 EE1- 06719 15-085 00 4 NAL ENG WALTER A.TILUT Jr.P.E. P.L.��`�k@ fF31¢i5'A�URE/DATE FLORIDA Lie. M14167 G SHEET4 OF 20 ®•k�® �3°V�I *NOTES ON LO S AND CENTERMATES: ® � ] A D Ic x s r D ®���•��� 1 AtANdi7ORi•CONDITION 31. ON HV LOCK®or®SHPLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 D SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MA BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO(0 OR CL7JTERMATES W/(2) 1/4'0-20 x 1 2" LONG FLAT HEAD S.S.MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHINTE ELEVATION. 50,4a 2.9 1 IF D ED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i6®� LOCKS OR MAY BE U AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED NOTE(1) ABOVE LOCATION OF LOCKS SHALL BE INDICATED ON TYPICAL SHUTTER ELEVATION. �D-xvD CONDMON LOCKING RODS ARE NOT REQUIRED AT Ti URRICANE POSITION, BUT MAY 4 'EJoNtS4 a+®� °' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS 55 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONOfitON i2.• ONE FIV LOCK K ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �^ AND INSTALLAT10N5 AT ANY ELEVATION. HV LOC or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED 1B CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. MS.TWO LOCKING RODS "� xrx xvc AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. If MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. !® 5.'8 ONE ALTERNATE FN LOCK MAY BE USED IN UEU OF HV LOCK or FOR 6,492 IN ST ITDNS AT ANY ELEVATION.ALTERNATE LOCK® MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT A R OF 1/4'0-20x3/4"S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. x�D-yF Ba o RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO / V ZEE-- rJ LOCKS AT 1/3 OF SHUTTER SPAN. - 6. �''NDATDRY CONDT^oN pFOR KEYSTONE mamirr1NG INsTALATTON_^. ONE HV LOCK 0 or 0 or @ SHALL BE 1 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. W LOCK(2 or C)or(a 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/ CONFJEC'noN OR 6J TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAIL$ ON D r E K 1 J K L Y p O R y W x 560 T�YP.FULi + 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER ��woJ11i.aEntND AL TERPL.TE TO MAuDATORY CX)NDTDON� VAUD ONLY FOR HV'T'L��( .AND CENTERMATES 0)AND CENTERMATEONE ALTERNATE HV ' LOCK 0 MAY BE IN ALLED IN UEU OF HV LOCKS®OR®FOR ANY SPAN AND INSTALLATIT"ON AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION KVG,SHEET 9,WHICH MUST BE IU. 5 ux . 3Dn 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"0-204'S.S.M.S. INTO A 1/4'Ox 5/6"RIVNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ® 6 7 oR 6 7 i MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS i5 TOP AND BOTOM IS MANDATORY. ©•I s s• D t(3`-® *NO ES D LOC<S & CENTE TES: /; 1, - : ONE ALTERNATE HD LOCK 0 MAYBE USED IN UEU OF TYPICAL 1) HV BLADE SHUTTER ELEVATION HV LOCKS(y OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO 0 IS W/3 Q8 x 3/8'F.H.S.S.MS.,AND INCLUDES N.T.S. REINFORCEMENT INSERT t 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®6 COMPLETELY OPTIONAL FLORIDA BUILDING CODE( on High elocityHurricane— one A. ` ,�'�i ©2015 EASTERN METAL SUPPLY,INC. T/ �� FA BERTHA HVTM CENS A # O0KttWIiDymAA&SA� H.V. " 1W� RR , TILIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPNON DATE DRAWN B1': M.L a= STATE OF r� 055 Nw.36M SL.SM.303 VIRGINIA GARDENS.IFDRIDA 3316 Association, Inc. 1 otA 11-192 4/11/15 ogre 4/13/15 4268 Westroads Drive z rno�<:(ao5)871-1s3o.Fox:(3os)en-1s31 DRAWINGA2O R e-D m:llLecoODDl.cym West Palm Beach, FL 33407 3 '�-''''nss/ONA�E�!.\%0 WALTER ES-0006719 00671Jr.P.E 15- P.E. S/1' P(#81��')1RE/DATE FLORIDA u..y M167 6 SH5 -CONCRETE ANCHORS POURED CONCRETE POURED (SEE.SCHEDULE ON OR REQUIRED CONCRETE BLOCK 1/4'0-20x3/4"S.S. POURED CONCRETE-. SHEET 13) REQUIRED CONCRETE ANCHORS uACHiNE SCREWS CONCRETE REQUIRED REQUIRED tart (SEE SCHEDULE ON W 1 4-20 CONCRETE ANCHORS17 18 A�TSTONE(SEE WOUNDNG®ON SHEET 7) SHEET 13) NUTS 0 12"O.C. (SEE SCHEDULE ON SHEET 13) 1. 1' 120R14 Min. 1/4"0-20x3/4"S.S. -__ Mln. EO £QMACHINE SCREWS 19 0 D - -- USING 1/4�-20 NUTS - 2• r--- 111 12"O.C. E U.4 /2. .250'Mox. __ _ ,3 UR 1 rJ __ 1 3 ax 1 6 .250• E. r 0 250"Max. D# D_* Max.I I I OPTIONAL i i l �PIIONW. Eal SFP/iL1TAN � I i M alas 04E 1 1 -� MIN.SEPARATION TO GLASS I 1111 1 a DE mKU � I 1 OR �1 A1j� � EXISTING---(SEE SCHEDULE ON SHEEP 11) EXISTING NA f'S R 1 1 i MIN.SEPARATION TO GLASS GLASS GLA55—i -(SEE SCHEDULE ON SHEET 11) EXISTING I1' GLASS—i i OC HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION (J HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I MIN.SEPARATION TO GLASS rn GLASS- /'� } DC5TIN0 (SEE SCHEDULE ON SHEET 11) 1 I m SEPARATION I I I I OR ® MIN.SEPARATION TO CLASS r I I 1 GLASS Sao-IxAEGN SLEET f I i'-(SEE SCHEDULE ON SHEET 11)+I n tSH D'19 mA•a paqrWWWh LrShI aAc�(Og QA '• IX6TING I ___ "�OPTIONAL E M i ' - - ' Max. ,I 1/a•Max. ��- OPTIONAL 13 15 E 13 OR 15 -- 1 1• ----- 12o 14 --- 1/4'0-zox7/4'S.S. ` Mm. /� EQ PHILLIPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-20x3/4•S.S. SCREWS Il/IaR 1 8 MACHINE SCREWS USING TRU55 HEAD MACHINE SCEWS @ 7• 1/4•-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON 5 M'R• ORURED CONCRONCRETE ETE BLOCK SHEET 13) POURED CONC REWIRED OR CONCR BLOCK - NCEfE ANCHORS WALL REQUIR HV WAIL SILL INSTALLATION (sEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE_. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATON OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ♦ SEE UMrTATICNS OF USE FOR C% I••I 1 BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BI ADE 1A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUR ANY INSTALLATION. 1tLL11mt FLORIDA BUILDING CODE(Non High Velocity Hurricane one D 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System TIL E C O t N . ■ . . RV. LoE , w/OR w/o KV.NANIXN!RADE *_ American Shutter Systems ei TH1TT TESTING & ENGINEERING COMPANY v.N DESC1-19 DATE DRAWN B4 M.L. o'• g �E .•Qssociation, Inc.i1 OLD 11-192 4/13/15 OATS 4/13/15 9. 6}i5 N.W.361H.St,S<.30.9.VIRGA9A GPROENS FLORIDAFLORo3A 3316 Phone:(305)871-1530.Fax:(305)871 1531 4268 Westroads Dive 2 DRAWING No %q �(`'• f'\\' a-m.lc UI1��oma0—nn West Palm Beach, FL 33407 3 15-085 "i, BONA�1f"0\0 WALTER AEB-�WT•J,P.E. s SHEET P.E. SEALft�NATURE/D,4TE FLORIDA u..0 44 67 6 E OF 20 POUREDCONCRETE ANCHORS LTC CONCRETE —(SEE SCHEDULE ON SHEET 13) To GISS(g I 1 OR � j xw.sE uutroB REQUIRED I SDHEDU£as sTST ' IXISONG t ' ro gAss I 1 EDGE Or '1 it FOR[LADE TA1A GLASS. I'(SfE SChFl1RL•QN ' SLAB IF I W SLE}T to TOR i wN'.VIfL.IbrN � I I SHEET 1i) � 0. APPLICABLE t7CiSTNG 0A06 ro ! I ANCHOR t+AL N1 1 I '' I'I I EXISTING I LOGTON i t i 1 i I i 'S'—{ I i CLASS i t I1 OR i3 T$ j 41px3/4"HEX WAS HEAD I I! I! I I a 3/e earl. tEK SCREWS @ 12'O.C. Ikb 3/$ WN. CONCRETE ANCHORS ANCHORS -- �} EDGE OF I i IF t + 7 / (SIF SCHEDULE ON SHEET 13) E ' I APPLICABLE I EXISTING ' !! EDGE OF GLASS--+ EDGE 6F— 3!' SLAB IF O i MK SfPAR91¢N I l,PCAm..E I X1/2 -� 1 OF APPLICABLE ' ro GA5$(SEE "O` - O` APPLICABLE POURED POl1R� FIAT HEAD CONCRETE ANCHORS 15a¢ultE 0D POURFD ONC EO D CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) Ta aare. 3.Rat S OR g CONCRETE � FIAT HEAD CONCRETE ANCHORS 9A06��� - REQUIRED 0. 0. (SEE SCHEDULE ON SHEET 14) Ll ,.TRENCH INSTALLATION (�I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR$SPANS PER Ql— OG HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t SCHEDULE A SHEET tt EXISTING wt.aB3wAimN , CONCRETE ANCHORS ows i �'m a . (SEF SCHEDULE ON S.Q_HEE�T_u15m) 7=/4M&NDEX EXISTING EXISTING EXISTING w NRD CLASS GLASS —AWdroTTECHNOLOGY OR /4 '0 p(MIERS FASTEWTS 1AiR+k-0r W/ UST tt) 1�n 0 t o/a'MN.c3 .6 FOR IIP TO W-O'SPAY AID 4'O.C.FOR SI'NLS LARGER TWIN I.I It i ,7'I7 I I I i 1/4' y t W r UP to tT-O"MAX AP LY I I I SENANT AT EVERT EASRNfR}El0 I i i,IMAX. I (TYPJ(SEE NOTE 1H ON SALTS I7 t w "—"�3 75 F �* t t1 WiSX3f4'HEX E. fIX2 WaTAttfX6 3/$' t t a I r WASHER HEM ' �•„�`' . T I! MIN. I r TEK SCREWS t t i CDM,SFAfANT 114x3/4' HEX HEAD �� 12' TEX SCREWS 0 S”O.C. OR 1/4'4-20 S.S.M.S. i CONCRETE ANCHORS { +(7} 3/ 114.3/4"SA.S. _ i i I - y t/4"9-20x3/4"SS YS �.:./ f i I! t/4" •:�'{ i._ <:!' v_. iSWG t/4'4-10 tUi5 W/NUI'm$'O.C. i (SEE SCHEDULE ON n 1 B 9"O.C. 1 _ Max. ! SHEET 14) :.�•.:} DBSTM NON SiRUCRURAL t 7 OR 1 H WALL TRIM EDGE OF 1/2" 1 Ec ro APPLICABLE SLAB 814.3/4"F.H.S.D_S. - "MIN. CONCRETE ANCHORS 0 B'O.C. rouRED coxClerE .... ,0 t SEE.NOTE 13(6) � REOUBEEO ( POURED CONCRETE {SEE SCHEDULE ON ON SHEET t SEE NOTE i3(U) - - - D OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHLET i REQUIRED OR CONCRETE BLOCK �}KEYSTONE MOUNTING INSTALLATION OPDONAL POUREp REQUIRED HV WALL FLOOR INSTALLATIO 1 MN IM1M AS.p,06 CN PIE55 yg;}B4,-72 REQUIRED �L Hyl WALL WALK—OVER INSTALLATION MAmuM sHvrm sm W-o" (9)HV RAINGUARD INSTALLATION t a� 1^THIS INSTALLATION SHALL BE O ONO : EDGE DISTANCE REMOVABLE WHEN PERFORMED OR ADJACENT TO AN OPERABLE EXIT �SE NNSHEETs OF 9 FOR AS SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13} INSTALLATION DETAILS W� H V B LA D E ASSEMBLY 2- MO)NnNC SI MONS CAN BE COL48INED IN ANY WAY TO suer ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone QJ 2015 EASTERN METAL SUPPLY, INC. :�P.•L�CENSF'.:��A:' a �■�.I�.�. BERTHA H TTA TL. E C d ,Nc• Accordion Shutter System FLV. MADE#1 W/OR W/0 H,v W NDON MADE *: '�'/l American Shutter Systems Ev. DEscRf»noN DATE oRawat BY: Mi- -c. ' $TATE OF y TIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-152 4/13 15 DATE a/13 15 <CJ 6355 H.W.36th.SC.Ste.905,V1RQa Gy ROENS,FLCMA MI5 / Ph...:(305)$71-1530.Fax:(305)871-1531 4268 Westroads Drive z '��FF D �y\ �° _•mea:titewo�LwH West Palm Beach, FL 33407 3 DRAWING M0 s ti Efl^0008779 15-085 f�77i.,,SIl�N�47 Et A.AA` ALTERFLORX<H iatsi E. a P,E. StAum"NA�TURE/DATE SHEET 6 7 OF 20 SEE END WALL CON CTION DETAILS ON SHEETS 10 A 18 SEE NOTES ON LOCKING RODS® HV LOCKS T INSTALLATIONS W/ n H V ,I I AND ALTERNATE HV LOCK®ON SHEET S OUT 90 I N /—EX ST NG 5 BLADE SLACK DETAIL HVF IS VALID FOR ALL �Ir•// B LAD E W HV CENTERMATES CENTERNATFS APPLICATION WITH BLADEQI OR SEE END WALL CONNECTION D•�$as©a©p0.1©+©art —— EXISTING CLASS DUAILS ON SHEETS 10 & 18 p+�+©°R©+�.baa -------------------- ------------------- - -� 212"xt/6•x0'-2' 3 1/4- 7" 6 1/2• 7• , T (60637T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE w/(2) 1/4•0 TAPCON 1/2• as®' ANCHORS TO CONCRETE I CENTERMATES CENTERMATES (TOP/BOTTOM)R 1 Ox3/a"S.M.S.® 12" N. SEGLASS PARATION (4)p1ax1/2•S.Ms.TO TUBE i O.C.FULL LENCHT. W/ HV LOCK or W/ HV LOCK 2�4 0� 2 ro SCHEDULE AT EACH ANGLE.(TTP) 5 \ EI N �* 3 off sH�i�i j 46, ----------- - - ----- ---7' -- ---- ' -- --- -- ----- --- ------- 5 O 90 1/2 ® 3 ®�� + 2 Ivy OUT ® w HVA O V« HVB ©06-(D+O ®00. HVC POUREDCONCRETEOR rIXISTING GLASS REQRED BLOCK WALL tL————————————— — --- --_._ ---- IXISRNG 5 ® ®°R®'©00. SYMMETRICAL * I N 8 7 °R ti 7 BOR IN.SEPA2ITION I �'�'© 5 i 8 - eaa s 3as19 5 J�Ex s 1 CENTERMATES* 6 ©+®aa0•®�®+�aR (S"' ————— ELE HV LOCK 6 0l T10F+^� g g as 9. «1 5 an SHEET 11) _ (INTERIOR) O'© O © ®+® MIN.SEPNZITION ®+® *TO GLASS I N NAL (SEE SCHEDULE (INTERIOR)ON SHEET 11) ( --_-------_ _—_-- _ -------_-- Yk — — — OUT 1 CONCRETE c ANCHORS -- s� 1 "I O.C. ---- - * \Z 331) VARIES * ® ® &J *Vo a, ® 0 U T s ,i2•MAX.suGK I OUT (°ffEPJGR) HVE HVF** HVD FLORIDA BUILDING CODE(®on HigI1 Velocity Hurricane Zone \\\\\11111Ili111/I/// ©2015 FA97RN METAL SUPPLY.INC. BERTHA HVTM EN fT1 Accordion Shutter System L E C O �. H Y.MADE , Wi OR W/O KV srmow r TIWT TESTING k ENGINEERING COMPANY American Shutter Systems REV. DESCRIPTION DATE DRAWN BY: N.L. aav n.w.3am.sc,51e.aoa.vWgNw cwma+s,rIARaH 331a Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/16 a'• STATE OF CI 4268 Westroads Drive z -, Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO De ��ORIDP..=- �� °-MaR.1,TT°aa®aalaom West Palm Beach, FL 33407 3 ...... ..... �\�� WALTER A TILL Ir.P.E. 4 15-085 P.E. TdE/DATE FLOROA ua.®aa167 6 SHEET OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK g HV MALE/FEMALE "T" LOCKS CENTERMATES8)8 & LOCKERS (2'� W1 n HV BLADE SEE END CONNEC11ON DETAILS ON SHEETS 10 A• 18 INSTALLATION n HV BLADE OUT (31 IN qI` -ANG GLASS mADEpsua OEFAL HW`.INDICATEDON sHeEra, W/ HD CENTERMATES :N CATSWELL AS uTHIS SHE L IADN6:ADE®DETAIL HOD-NYO. 6 7,.B�10• InOicwtEn off nns sNtfc LHAr eE trsm wrn Ts•rs rLmtw, SEE END WALL CDNNECnON 10•®°1©`�°'©`©°' INSTALLALi DETAB.NVG SHOWN IN 71-l6 SHEET. DETAILS ON SHEETS +o at +e RAO (6083-ifi/LLO�NLY. a 35 (Hw-- x (s)ItOat/2 s. i j10.3/4-V.AL •tz' iN 3 o. sl IJ0 12' + TO (a)Itv. (4)H.v. YN.zmWunw HV "T" iN 1 PINS(IYP.) s 6• Plrrs(TYP.) s a�NSl+ar i I 5 3 LOCK (INSIDE) ------ ------------ — — —— — — — L: 5 ��- ® _ $/a' (a ® @ 3 OUT 31 OR- 32 33 31 oR©2 31 oR 32 35 31 oR 2 Q / 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (0P170� HDC-HVC *SEE NOTE 6 FOR W LOCK® * W/ 7/8"0 x 3/32" WINGNUT. (H)PTIDNPL)HDB-HVB r LOCK•ON SHEET 5. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 26 µr/(3�s LOCK (BaER.IQRA W/ C33>< LOCK (INTERIOR) t SERIFS Saw PLUYIYOW HVG* (2020-)3 ALLOY)URGE FLANGE TKIN ('�O,,.1® v'®w StHOET NuTsERT,P,wT/0020, 00�®a®'@.6.0" AS HANUFADTURED HY AVIIEL aHDRY TE(TORN.PARSI4PfNY.NEW JERSEY / ©'O ©°+©'O•®O1 07054 OR EW1N_ O *S E NITGGCJI LOcK�°HC��RrJUTS 0 8 HD OL—.SNEET 5 MA. v \ **UNIWPaY.itGAnN cL+—HO —6 vALD FTM ALL team Tm APHIC4110N5 Y011H BUDS(D HDD-EVD"* FLOATING STACK 11L FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A.Tits/�,/ ©2015 EASTERN METAL SUPPLY, INC. ��Q:•''��GENgF'.i�9,, BERTHA HVTM = fTIL E C® �� A,*S,S,A, Accordion Shutter System FLK BLADE#1 W/OR W/0 KV.WINDOW BLADE American Shutter Systems DESCRIPTION DATE DRAWN BY: N.L =v'• TATE OF ;q TILLIT TESTING d ENGINEERING COMPANY Association, Inc. T OLD 11-192 4/13/15 DATE: 4/13/15 - .t1-• (V` 6155 X.30.St.St,.305•VRGI"GARDENS.FLORIDA J710 4263 Westroads Drive z r Ph.n° (305)871-1530.Faz:(305)871-1531 DRAWING No �'•. —1;tilt-0-1— West Palm Beach, FL 33407 1 15-085 nss ONAI- ��\`���` WALTER AOTLLUTt Jr.P.E. 4 /Y7v ��`���` FLORIDA u<.}44167 s SHEET P.E. S&� �' MATUP.E/DATE 6 9 of 20 POURED CONCRETE POURED CONCRETE OURHD CONCRETE POURED CONCRETE ORF7DR CONCRETE OR CONCRETE OR CONCRETE CONCRLTE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR--1 EXISTING GLASS '1[' 2•MIN EXISTING GLASS � NO!N.STPAIYtTION / �—r—S� / --1• 2"MIN. I 7 TO CUSS(SEE i�i I TION MIN SEPAPATI SCHEDULE ON SHEET MIN. LASS(EE 1 ' 1TO LASS(SEE EO EQ TO CLASS(SEE 11 FOR BLADE(DAFID SCHEDULE ON M I TO GLASS SEE I SHEET StlHFDUE ON SHEET 1/16'x3'MAX. OI4 SHEET 19 FOR FOR BLADE(DAND GAND 11 FUR BLADE CAL) (B.6-76)CONT. ` BLADES 0&to lON SHE 91 FOR 1/2" 1 '1 FOR ASCHEDULE IDE FOR (LOCATE AT 1 ON SHE 19 FOR ALUM. CLOSFI2 / \ BLADES O&0 T—� SLOES 0& EaADf50&® nLATE. (LOCATE 1/2 EITHER SIDE AT EITHER SIDE MIN. \ I"-- OF 6O) OF a) I 46 USE 1"OR 2"MAX. I / 1/2'MIN. //,,�f 0lOzt/2'S.M.S._/ I ----- ALUMNUM CBl1P)ANGLE 6kO-2' 1 __- fIOx1/2"S.M.S. %OR ® 16'O.C. —_16"O.C. (6063-T6ALLOY)AT MIDHEIGHTY 4 (1 ;10x1/2'S.M.S.TO®&4 \ (2)1/4"0 TAPCONS ANCHORSTOWALL AT 1"O.C. (LOCATE AT SEE DETAIL X Fo 1 OR EITHER SIDE OFQA) 1 OR SIDE COSEE DETAIL X FOR OR ®° TO TRACKS SEF. DETAIL X FOTi/ 4 SIDE CONNECTION ^'®°' 'Q7°'0 0 TO TRACKS SIDE CONNRACKS 6 7 m 8m1�.®m m m 6 7 m 8 0•®m 10•®^'©•�©•©m TO TRACKS 10•®m®•�©+©a END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 02 .1.REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR EXISTING r} CONCRETE BLOCK WALL ZDCISTING GLASS REQUIRED GLASS -r"1--}r --_—_-- J MW.�ANATION ::. 1 1/2'S.M. �/ TO CLASS(SE 0 16' C. MINON .SEPARATION • / ------ ------ _ 6 OR®OR@OR Vil"11 FOR HADECAND CO1/2"MIN. SOHEIULE ON(SffET _SEE ___ ____ ON SHEET 19 FOR ANCHOR 0 11 FOR BADEOAND 4 ______ ______ 1 OR CR 1 OR 1 BLADES & 12'O.C. ON SHEET 19 FOR CONCRETE rj f1LADE50& ----- - ORt� AN EQ Q 16' 1/2'MIN.' 4' O.C. • _1 2- t MIN. -- EQ 2"MIN. 2'MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y --- BLADE(BON SHEET 19 OR 1 3 OROOR�OR� 1 51 OR ®' PLAN 1 OR ®• ®m®mp.Q�Q 10•®m DETAIL X L POURED CONCRETE OR ®m©+O7 m© 10•®m ______ 10 CONCRETE BLOCK WALL O REQUIRED �10�®° © 70'©m©07 ®m ( HV BLADE OR o HV WINDOW BLADE INTO ©•O ©m©•O ®m ® ®m® ®m® ®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILO O^®m® ®mom`®m0® END CONNECTION DETAIL© FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.TI( "'�i� ©2015 EASTERN METAL SUPPLY,INC. �/r BERTHA HVTM -, 7im C. S A Accordion Shutter System I LE C O . ■ ■ . ){y_BLAS#, W/OR W/0 N.V. WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY Association, Shutter Systems _H OESCR.PTION Dar[ DRAWN BY. M.L. STATE )F 6395 NW.36Th.SC,S e.3M.VWGOM GAMU,5.FIUWGA?316 ASSOC1OtlOn. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/ts Phone (305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING No \•,` � — 085F ' GRID West Palm Beach, FL 33407 3 -,zFS••........ G \ E8-0719 d 15 /CNAL� wauIiiE.�D "167s SHEET P.E., A611}�GKRE/DATE 6 10 OF 20 SCHEDULE i 1 S tjFDULE #2 agwMU_LE #3 MAXIMUM SHUTTER SPANW "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" F"L-- SHUTTER SPAN*"L+" (ft.), FOR INSTALLATIONS Wj OR "L-- (ft.) FOR (ft.) INSTALLATIONS INSTALLATION I EGFND *—N_O S&® or or INSTALLA110N5 W/ O W/ ONE H.V. LACKOr 0 or or EiR(CA� CEN CONCRETE & WO04 (1)L+:MAXIMUM ALLOWABLE SPAN F'OR A GIVEN HD LOCK W/ NO LOCKING RODS orONE HVLOCBK or or W/ ONE HV LOCKS MANSOfiYPOSITME ASA. DESIGN PRESSURE RATING, CENTERMATES &®W/ ONE HV "T" W/ NO LOCKING RODS© N/ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, 0, L-: - LGN PRES SPAN FOR A GIYEN NEGATIVE ! /TWO LOCKING RODS TOP & (SEE NOTES t,tt) AS.O.DESIGN PRESSURE RATWG. LOCK W MOUNTING F, K & L R, S, & V. BOTTOM SEE NOTES tt FOR MOUt4T,NC Q CONCRETE&WOOD (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET'7) FLOOR/CEILING C, H. I, I7, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: ruxlwN CONCRETE&00000 INSTALLATIONS CONCRETE MOUNTING & M Asn.MRGN AS-D.EEyp TON A,y i,tWA�vcN INSTALLAl10NS GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING. PREs.M WALL MOUNTING FLOOR/CEILING �F WALL MOUNTING P✓�ivFR ( ) MOUNTING T & taT�Nc FLOOR/COUNG MOUNTING DETERMINE MAXIMUM SPAN 'LF"FROM SCHEDULE. (+pR_) (ps,t) FLOOR/CEILING MOUNTING (P.M.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (r GR-) FLOOR/WALL MOUNTING /�t DETERMINE MAXIMUM SPM) 'L-"FROM SCHEDULE. L+ W L-(tt) L+ (10 t-IN L i (fQ I L-(ft) L+ tAl I [-jRj C} MAXIMUM SHUTTER SPAN 'Lt OR 'L-'FOR 30 OR LES 16'-0" 16'-0• 16'-0" 16'-0• 30 16'-0' 15,-0" 30 16'-0' 161-01 LINSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 35 14'-10' 7d'•t0- 15-2- i6'-0' 35 14'-10- 14'-,0- 35 15-2' ifi'-10" 145 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUMDETERMINED SPAN BETWEEN 1+'AND -L-°. 40 13'-20' 13'-10' 14'-2' I5'-2" 40 13'-70 13-1a" 40 14'-2' 15'-2- (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' t3'-4• 14'-3 45 13'-1' 13•-,' 45 13'-4' 14•-3" 1' HV CORNER CENTERMATE#3 MAY OC USED AT ALL COMBINATIONS IN BETWEEN WALL,MOUNTINGS 50 72'-5' 12'-5' 12'-8• 13'-7• 50 12'-5• 12'-5' 50 12'•-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 5511'-10" 11'-10' 12'-1" 12'-11' S5 11'-10- 11'-10" 55 11'-1' 1'- 1it- SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _ 60 7Y-4• ii'-$ 11'-7' 12'-4' 60 - 1V-4' 11'-4' 60 f0'-2' ;0'-kf' NOTE j15,SH M- S. RATING 65 10'-,0° 10'7 10- 11'-1" 11'-11" 65 10'-10- 10'-10" 65 9•-5" 10'-1' DETERMINE: 70 10'-6" 10'-6' t0'--9" I1'-5' 70 70'-fi' t0'-6- 70 W-9" 9-4' Li++-MAIC• SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX.SPAN FOR FLUOR/CEILING MOUNTING 75 10'-1" 10'-1' 10-4• 11-1 75 10--1• 10'-i" 75 - B'-9' ftEXCEPT THAT MAXIMUM SHUITER SPAN-L+•OR INSTALLATIONS. 8O 9'-10" W-10- 10•_0" 10'-9' 80 9'-10' 9'-10- 'L-'AND MAXINiUM ASD. DESING PRESSURE RATING FOR 85 9-5- 7-6' 9'-9• 10'-5" 85 9'-6' 9'-6• _ INSTALLATIONS INTO CCNCRErE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING: 90 9'-3" 9'-3" _ 9'-5' 70'-t" 90 9'-3- 9'-3" SHALL BE UNITED AS FOLLOWS: DETERMINE: 95 9'-0' B'-9' 9'-2• 9'-n0' 95 9'-0' B'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAK. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P.s.f. AND 8'-0' SPAN, SEE 100 73'-9" 8'-4' 9"-6• 9'-7" 100 8'-9' S'-4' (2-=MAX. SPAN FOR Ft00RfCE1tJNG MOUNTING MOUNTINGgON SHEET 7, INSTALLATIONS, 105 8'-T T-fi' 8'-9" 4"9'- 105 8'-7" T-tt' 110 8'-4- 77-7" 8'-7" 9.-2 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL 70 THE 115 8'-2• 7*-3 SEPARATION 70 GLASS SCHEDULE MINIMUM BETWEEN Z1+','L2+', 'L1-'AND 12-' 8'-9- 120 8'-0• 6'-11' 125 . 7'-10 6 -8-0 e'-5' 125 T-10' 6'-8• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7,-B, 6'-5- T-10" 8'-1' 130 T-8' 6'-5' - ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" T-9' T-9' 135 7'-7" s'-r WIND ZONE SPACING. 140 7'-5- 5'-„- 7'-1' 7•-6" 140 7'-5• 5'-11• ASTM E-1996 SEPARATION 145 7'-3' W-9• 7-5' 7'-3" 145 7'-3 5'-9" TO GLASS 150 7'-2• 5'-7' 1 7'-4" T-0• 150 _155 7'-0- 5;7 7'-2 6•-9" _. ts5 7'-O• S'-S' TNR(.} .7I 160 6'-1 t" 5'-2" 7'-1" 6'-7' 160 W-11- 5'-2' 165 6'-n0' 5'-1" 7'-0" 6'-4• 165 6'-10" 5'-1' 170 6'-9• 4'-11- fi'-it 6'-2" 170 6'-9" 4'-11' 1/5 6'-7- 4'-9" W-4 6'-0' 1 175 6'-7' 4'-9' 180 _... _... " 5'-,0' -6. 4-8 6-8 180 e'-6° 4`-e- W'S" 4--6' 6'-7` 5 185185 -5" 4'-6' ... HV BLADE 190__ 6'-4- 4'-5' 6'-6" 5'-6- 190 6'-4- 4'-5- 195 6'-3' 4'-3- 6'-5' 5'-5' 195 6'-3' 4'-3' 200 6'-2- 4'-2- 6'-4" 5'-3" 200 6'-2" 4'-2' 205 6'-r 4-r 6-s s'-I 205 FLORIDA BUILDING CODE(Non Nigh Velocity HurriCOne Zona a 2015 EASTERN METAL SUPPLY, INC. BERTHA 1�1(TM .. =_ 1 � ���. .A.ccordion Shutter System �����,A. H.Y.BLADE#1 W/OR W/O H,V. WINDUN BLADE TILLIT TESTING & ENGINEERING COMPANY American $tTUttar s}N3t9ni$ Ey-Ik OESGRIPTIDN DATE DRAWN BY,MPAY L.G. 63W N.W.3W Sl,Sb.305,WRCINU GNj)6 .igoe 33IR Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 SIAI 1:UP PNorre:(305)871-1530.Fax:{,305)871-1531 42$8 WBstrOadS Drive 2 e-mail:61tewMaol.cam West Palm Beach, FL 33407 3 DRAWING No O'•..FtOR10P C,�.'`\ EB-0006719 15-085 ��\\\\ WALTER A TUIT Jr.P.E. FIG �Fi7SiXE/DATE FLORIDA Uc y 4416-7 SHEET 11 OF 2O • • ��®�00©®©�00®©�0�000000©OOOQOOOQQQQQ�QOOOQ00000000000 -BOGGD�B0000®®occoe®coo©oomov�vvo®000©ooa0000000000v0000 0:1191DOG®GD®888000©©®00�p130008®000©0000009000000oB00oc00 "oIloilo ooe000eo®opo®opo®C©D©®®C9©®GD®©oOCDD®00®©OOB{'i1v0000 0: oil go o BooGGGCGGC�GCGGG00CG0GCC0C®oeoo®©000®c®o�ac�co©©®oeo®oc® ° a000CGOGGG�GCOCCCODGCCCCGCOGGC00CC0000G080GCGOBG®C0®®GB0 . ®0090000 0000000000000 aococooc000a�coocom0000e�c000c R _ o0od0®o0000000000om00000®00000 , 0000c00000000a00000m000000000000m00000m00000 ���om000��oo®®omaooa00000000m000000aooaaomoc0000000000 Fjcom0000�000�ommo�o®coo®oo®oa000000000000000000000000 ®00000000c000®000®oc�eo0�o©o�m®a0000a000000a000000000000 - .R DA89BB99B9B9BBBBBCB990�BBB®GB90®©808®909000oQ00om000000 '" `° ��ABBBBBBBBBBBBBBA®A®®9�BBB®BBBOBCBBB0098BBCODB®000000000 - 1388E • � �000000000000000000000000000n00000000000000000�oa00000® ;' :�00000�0000000000000comoc000a00000c00000a0000000000000m . 0 oil call so0B00o0000®000Q000000000000000000m0000000m e oall ooco®000coa©00000m00000000000000000a0000000000000m ®90000000000B0Dallas: 00©40©000000om000000000000000000000 89999999999990m909B90B9B09®©00©04®00000®00000000000000 ° 13BBB0BBB08BB0BBBBBBBBBBBBBB®A9B0AC�90889�®D 000m000000 ,� _ �0�8988898888�888988B888B8�088908A098B0��B�8B�®909080A ;� - e®00000000©ome®a000000000m00000a000000®oaooa000000000 _ Pmcalls . .Mcl000E�0000moc0000me000®00000000000000a0000000000000 _-,:. . �dmooccood000m000000000000ma000000000000000000000cooaao �- ®00l�C1011000000000000000001100000000000000o0a000oo000000 .. am so ° F1308minimal 13888888888898�89898888988888898888888888888888998889E89 �e 000cooco©eo®n0000000000aoa000000000loloolooll000000®oo .-a000aom000®o�®lC©oom0000000a0000000000000000000aoaoo®Ol :,: -`':13000C0�0C0000000BB00B010100100o10o101O0l00o1000000100001 e00000m000000000000c0000®®�o®®©©oolol000000l000000000An ®00000m00000000000000000000000000010000o000a0�O10a0o101 099999M989999998999999BB90B8999B99B99BQBOo0l0■000100001 ° -01118888AA88A9888888888888888888888888�88888®899999999 1910011missill111111�1111a1111111111111®lllllmlllllllll ": -, ;�000cc00000®oe®©©o©1 ©llllllla011111allmlllllm11111a111 e 000c00000a00000�oo®®eo©©eooc®®a©111111 0000000cooa0000 ©000000000000000 000000®c�co©©©a00000000g000000o000000o0 �A99999A99999998999999999�99BA®000C�188�O1110olllll00lll o '0000BB0BBBB®BBBBB�BB08B®BBBBBBBBBBBBBBBB9BB00®11111111 B89B9999BA9�89888®8889889888888889889 88888888888888A