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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 41 F!©r�da Depaltrnent BCIS Home ; Log In S User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links ; Search Busines Professi =�I `` Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail 'IC" Application Type 6rv.d Code VersionApplication Status Comments Archived ! 1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 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 CAccordion s 1 Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE S6 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 Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 Florida Building Code Online Page 2 of 2 ; 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-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 I1 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 positive FL389 R8'AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes 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 n.Max.span for HV3 blade w/o window blade for installations into Meta,%n S d walls Is 79"for max.ASD pressure rating of+72,-72 and 84" r+64, 4 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(tap and (Non-HVHZ)-Drwg 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 lI A.S.S.A.INC. DRWG.15-085.1)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 16'-0"for 30 p.s.f negative FL389 RB AE A.S.S.A.INC. P.E.R. DRWG.15-065 HV.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI 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'-O" 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-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 RS 11 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 for Blade 1 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG 15-094 odf and 0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrioht 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 mall.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 emalls 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: seeurit .%I"It les' http://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJ,Vx5... 8/12/2015 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 AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A 6WC WIND SP®REWIRED 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(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 SEWN BE FUST REDUCED TO A.S.D.DESIGN WAND LOADS AREA-1: HV BLADES(1)de BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND TARGE 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 0 fO214.01-03,00715.01-03.81004.01-05./1214.01-05.00317.02-06,/0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1686 AREA 2: W BLADE(1)AND HV WINDOW BLADIF A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLEI -HV WINDOW BLADE ®00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0725.01-ee 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 UMRATIONS 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 014x2.75'AND 014x1.75'RESPECTIVELY,410-IT MINIMUM SERIFS CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W TENSILE STRENGTH PINS SWILL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMFRMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FIV MARLING ON THBR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T56005-T5ALLOY. ENMAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLDCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION REE35FANT COATED CARBON STEL AS PER DIN 50018 WITH 50 k i MIN.YIELD STRENGTH AND 90 kW 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 AIS(304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE +�: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE(D&G WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582 COMPONENTS OF THS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.DJC, 9.R 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 BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TWNCAL 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 W AND HD CEJTEIMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VL BLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DEtAtS, META_SND WAIS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.Y.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.(a)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.ED.,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 RESPONSIBIUIY. (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11111 7- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. E�y' : . BERTHA HVTM A S S A Accordion Shutter System ��/f/yCJ'� I L E 7 O ,N c. . . . . FIV.BLADE#1 W1 OR WHO ITV.WINDOW BADE TO: '/1 ��� American Shutter Systems DEscwPnaN DATE DRAWN In: M.L. TILLR TESTING & ENGINEERING COMPANY •p TE * Association. Inc. 1 OLD 11-192 4/13/15 A OF 6355 N.W.36th.St.6t..305.17RCINq GARDENS.FLORDA 331 DATE: 4/13/15 • Phan.:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive z RS'''•-• ` a-mall:blteco®aaL.com West Palm Beach. FL 33407 5 DRAWING No 4,�/ /O ........G�``�.S EB-0006719 1 5-085 a,ITNAL ENAAgA� WALTER A TILLIT J,P.E. 4 SHEET P.E. SEAL:NS�MURE/DATE FLORIDA u.@44167 5 6 1 OF 20 3'I FOR Rn➢Nv MADE® VARIES 1.491' S, '10 m o 4as S o o Mac 1.200' 6=� 0.454• .Og '�` �+ tta e 4.371' 4.}55• 4.857• 4.999' S .375' COVERED UNDER US PATENT 5458179 OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE iQ ® D C HV B ADE AOR USE W/ HV WINDOW RLADE• 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 1 -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 .37" 6063-T6 ALLOY AND TEMPER 3.22' 1.500• 6063-T6 ALLOY A TEMPER .124' �• AE41 2.670•3.556• .994• 67 .000•670• 2226• 8424.897• 0.072' 0.072• OHVADJ, ADAPTER W�LIP .920 S 1.37.3 3.226' QUAUFlED FOR USE'W/ HV ®HV WALK-OVER TRACK ©NV W. FLOOR TRACK BLADE IQ QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK WALLOY . 11 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. t HV BLADE tD 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES r' 1936'1' 1.915• VARIES 1.936• 6063-T 1.917' ax• 0 093' 083' .083' m .083' .093' .100' .125' .060• .060' a ,093 .093' -_ .060' .060'm 670 1\y' tb o'v 4C4. 670 1.686' 02 670 3 5 0' 3.529' 8711 .? 1 HV HEADER SILL p. 11 HV CEILING HEADER ® / 13 HI) CEILING HEADER/SILL Q E 1 ONLY, QUALIFIED 633-T6 SALLoY AND BEMEROONLY QUAUFlED FOR USE W/ HV BLADE tO �4 HD WALL HEADER/SIM SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t X MN.Y 16i.t 2' 1 2' 0.125' 1' I 1' .062' Q 2' 5'MAX. 1/8' 1/8' 3• 3' 0.090• IB 2• 5.MAX. 0.192' 0.192' 10 . SIDE ANGLES a �0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190• 0.190' pUALIFIED FOR S W/ HV BLADE(J) QUALIFIED FOR,USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE V ONLY. ® 2' 5•MAX. 0.139 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone O 2015 EASTERN METAL sUPPLY,INC. c BERTHA EAccordion Shutter System 1L ECOnA S S FLY RADE #1 W/CR W/0 H.V.WNM RADE *= American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y t�'• OrscmPnOx atTc oRAwN Or. M.L. STATE OF ` 6355 N.W..36M 6L.Sta 303.VOMMIA OABDa16.FLOROA 331rA Association, Inc. 1 OLD 11-192 4/13/1.3 - 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No • 011:06a�eI.-M West Palm Beach, FL 33407 3 EB-SSIQNA�� ALTER TILUT J, S 44167E 5 15-085 FLORIP.E. S��l&e/F�6MCI��2E/DATE 6 SHE OF 20 e n S o oa m r '4 . 5 .929• m 1fr-20y.l1/ 1/4n- 20 CAST 4.576' 745• 2 293' .3• N NOU5Y1 Diwti .745' S.S." BAKED PAINTED 1$ E GIST 8 31BRASS(2 1YP.) 0fl4tED PA INIED .062' io "S4fF3LN1 m .1.325• BRASS CYIMM CrU 0 T l �a ro& a &KEM(a0i0NE (CHROME RAT D) 21 HV CENTERMATE P. �°, � 1,325 - " V ® HV EGRESS LOCK QUALI 6063—T6 ALLOY AND TEMPER & 1�ONLY QU ED FOR USE W/ HV BLADE 1 & 1 ONLY ° s.oz3' QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND TEMPERCENTERMATE BLADE & ®ONLY_ BLADE 1Q& ®ONLY. 50.O.D. Q LIFTED FOR USE W/ HV BLADE 1 ONl7 —518. 2.874' 6063-T6 AT AND TEMPER PLASTIC HEROD 1ED TO `n�II`T-- 1.756- .922- 4.045• 2 MOLDSCREW 2.079- 1.753• 1.aaD• o OFr'� .Os• on -n " 925' .360•AFTER RIVETING 1/4 --20 x 3/4" BEFORE RIVETING 00D j , ri S.S. THUMBSCREW 1/4 0-20 RIVNUTs ��� N *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN I 2 I 7 • � 2750• I m m mE' m .822• SHEET NIIFSTIif•PART f 0820.AS MANUFALTVRED B/AYDE7. PLAN 9 FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566' c1mlRv rocroRN PAR9PPEN7',1gx aDTser o7as4 OR EOI1M. © 1 OCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ FN BLADE ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE(DONLY 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE . FN QUALIFIED FOR USE LO HV BLADE(+ONLY y,�/HV BLADE ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER' 6063-T6 ALLOY AND TEMPER 5' 1.917 1.91T 3.161 m D — 063' TNUMBRRN 083 • 1 0 CYLINDER DR 062' .214' m KEY CYLINDER.545" c r 0.875-Mn. .125-Max. HD CENTERMATE W/ NO LOCK G OD ® HD CENTERMATE W/ FOCI n .' r, 16 ODai 16 16 a 0 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE z7 M HD 6063—T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER CENT A E'S S '804- VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & Cowl 6063-T6 ALLOY AND TEMPER RN 1 J4'0-20 SS OR 3/8'0-18 1-130• 2 7HUM8N ACETAL THUMBSCREWS. tl/Z' CYLMDER (SFE DETA49) Do OR KEY tis 157 RiE!d CYLINDER Max. LOCKING RODS ,/4.0 ® HD LOCK 37 QUALIFIED FOR USE W/ HV BLADE1Q g 3/g"$-16 ACETAL 1/4" 0—ZO AISI 3O4 BY REGENT HARDWARE MORFISE LOCKS SERES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 0& 0 INSTALLATION WILL REQUIRE A 7/16' HOLE UM S QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 44 1Y V BLADE 1QY k" m 2015 EASTERN MErAL SUPPLY,INC. ENSF J9 BERTHA HVTM A S S A Accordion Shutter System /- 11LIFC-O .-A . . . . H.V.RAM#1 W/OR W/O M.W NXIW BLADE American Shutter Systems REV.No DESCOP IDN DATE DiAWN Of: M.L. • "tel - t �•r� TILLTTESTING & ENGINEERING COMPANY $ k, Association. Inc. + OLD 11-192 4/13/15 DAZE.- 4/13/15 i A•. ,..__,('IQ• ;G�`� 6355 N.W.3:( 5)Ste.305, .I- (305).1-153 177 L. J-{}�4�-.--��I Phone:(305)071-1530.Fax:(305)871-1331 4268 Westroods Drive 2 DRAWING No •'••......••' —ail:tlteaaoaa.aen. West Palm Beach, FL 33407 3 SSIONA� I````� WALTER A 008719TILLrr P.E. 15-085 4 P.E. SEAL/SIGNATURE/DATE FL°RDA Lia.1 44167 6 SH 3 �OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8'0 HV HV 41 40 TO 12 (BLADE P� 1a7s625' O HV BLADE 1 I � to '`F _ --� + ® HV BLADE 1A v 1j I HV WINDOW BLADE .0625' �ECDo x_y 0625 .0625' II ® HV LONG RECESSED NYLON BUSHING r I n KNUCKLE "0 OPEEBN 0625 '1875• Y 3 F N Ow) 0.062s ® HV SHORT RECESSED NYLON BUSHING I HV NYLON HAT WASHER O OR ® 'y ' i FIAT PORTIO RQON R7.7 3 ® HV WHEEL CARRIAGE AIS( 302-303 SERIES I I N.q' 1• 4 { I n //Q.750. x 0.870"x3/16"THICK NYLON WHEEL 3 I I � N 2 7/8•MIN. WIND011' CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 1315'0 SEPARATION .0625--lo,, 5'3 3.7500' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR 14 OPENINGS ON C S14' :MON Y-1 7 , ® HV 2 3/4'ACCORDION PIN W/ !f8 HEAD * 41 �47a.p I •� 2 1/4• I 'll POLYCARBONATE IMPACT RESISTANT HV WINDOW I _ _ i 1 B�A CLEAR TYPICAL HV WINDOW BLADE 1nA AND j 3 i ! 3 POLYCARBONATE HV WINDOW DETAIL OOR® I 4 or ®3 ® N.T.S. ((SEE NOTE FOR kEOUIREMENTS) I 0 O ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 1[aY I 1z' IN. e1lNPOE CLEA NE PIN REQUIREMENTS AT ElffERIOR BLADE KNUCKLE INNOVATIVE PLASTIC LEXAN 103 RESIN OR ® I (SEE NOTE "F" ON SHEET'19). s I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR3®1D NN0 ^ ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR @ j I POLYCARBONATE SOURCES FOR EXTERIOR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY , wmPERM � — N.T.S. HV PIN 42 OR 4 AT (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT ExrPRlaR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 00.324' BLADE'S KN* FOR ! (SEE NOTE FOR SPse1c rnAxrc Asn 01s2 0.043 wM' o.oa I6/I,r BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 04 " ® 3 REQUIREMENTS) >aEtlReet ' elf i I r Sx nm STF04M am Dasa 9.a00 Oa;. 9•5oo P.J. FlFXUM sR6R0111 AT T91D ASN DM 1$300 P.1 13.400 Pal (3) HV PIN ©OR ®W/ 1/ O.D. THICK S.S. WASHER FTDaI UDD4XIS AM UM 39o.00U Pal. N3.0w P.J. SHALL BE USED FOR DIRECT MOO UNT INSTALLATION ATION PER DETAIL X, 8� `� �I' SHEET �{- NmcxEO MOD ASTM 02s0 fe FT-mom n MEL CARRIAGE DETAIL S.Qw DERs n Am mea ".2 x T.s. g, PEMBLY LAYOUT PATE DP flu Amu Dau o-1 aAss o-1 Cutis SE1F IBNRION ASN DIM Tow T PBD T AAN DIM 1ENSBE SlRDw I MFR ASN= 9302 Psi. 8890 P.J. 4jV;;B;LA;QE�SQLIQ (AHV WINDOW BLADE DETAILS SOME nxnla° AMMI W,p". BDP" FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone Nw ©2015 EASTERN METAL SUPPLY,INC. �10EN - BERTHA HVTM 1 L E C O S IM AA.S■A, Accordion Shutter System ' H.1K FADE#1 W/OR W/O KV.WINDOW BLADE z - = American Shutter System$ EY. DESCIDP00N DATE DRAWN B/: Ml TILLIT TESTING & ENGINEERING COMPANY Z 13 TE OF ..—* �s N.�.3sw s sem 3Ds• �9NurNs nDbw s3+0 Association, Inc. , OLD 11-1sz 4/13/15 DATE 4/13/u �•' Ptrone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z DRAWING No F'. ORION iT,�;` a-D aa:6ltem6aPl.aam West Palm Beach, FL 33407 3 ONA�'ENG` �� WALTER AEB-�oLLU Jr.P.E. 4 15-085 FLORIDA Lic.B 44167 s SHEET P.E. SEION+A' URE/DATE 6 4 OF 20 ®•®� I ©gym ®• � ® *NOTES ON HV LOCKS AND CENTERMATES: 1 MANd17ORY CONDITION!1:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INSTALLATIONS i ANY fc @ ELEVATION. TiV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES W/(2) 1/4'D-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ATION. O mQm 2.4pj� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV �m LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. #2 IS USED WAWO HV-LOCKS):LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY 4 o 55 g6 ox(0 ae(g a"® 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 COI4DRION i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN D8� AND INSTALLATIONS AT ANY ELEVATION. W LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. o ATTACHED 1B ®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS �z Hoo-Hvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Q 339 • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND OjYs: INST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � - EI OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. YP°'�-- t, I N�" RNNUi AS SHOWN ON SECTION HVE, SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR LINO ; LOCKS AT 1/3 OF SHUTTER SPAN. vu ® 6.MANDATORY CONDITION j}FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV 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 TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR 6 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J K L Y P D x V W % SHEETS 10& 18TYPT.FULL ° *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 . MANDM�x CONDITION 01 VAUD ONLY FOR MV'r UK% Am CENTEIMIEs 90 AND m m 6 7 m 8 m 10 m CENTERMATEALLATION AT ANY ELF/ATIONNATE HV L�N_TERNA 7E BE INSTALLED LOCK®IBEU USED AN LOCKS WS DE OR OUTSIDE LOCK ATTACHMENT © ® O+O O O•® OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10+Qm©+®m 1©+©m CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1.HD LGIC W/HD CENTEIN TES OR W/W : ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATIO 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 0 TO®IS W/3$8 x 3/8'F.H. S.S.MS.,AND INCWDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-AVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING COD ( on High Velocity urricone one ��•���ER A. 0 2015 EASTERN METAL SUPPLY,INC. yr,•" T� . BERTHA HVTM � E ..� A 1 L E C O I N�. S�S�A Kv BLADE#1 w/OR W/O FIV. WINWN BLADE American Shutter Systems Nc DEs IUMON DATE DR"M BY: M.L. TIWT TESTING & ENGINEERING COMPANY 9:. STATE OF � SM N.W.36th.SL.Ste.=.VIRGJ:N GNMENS.FLORIDA 331V Association, Inc. I OLD 11-192 4/13/15 nAff: 4/13/15 i {- Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No R a-mea:I'M..0-Isom West Palm Beach, FL 33407 3 �'''I�ss/ONAL�NG•```� WALTER A 11LLlf1Jr.PE 15-085 P.E. SEAtSURKR'E/DATE FLORIDA ua s 44187 6 SHEET 0F 20 CRETE ANCHORS POURED CONCRETE POURED .(SEE SCHEDULE ON OR CONCRETE BLOCK POUR DTE RCO REIE EQUIRED SHEET 13 ) REQUIRED CONCRETE ANCHORS 1M/ACHINEOn3/�4'S5.5. REQUIRED FDR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 (SEE Y00N @)ON 516ET 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1• 1' Min. 1/4-0-20x3/4'S.S. Mn• -- 2 OR 14 _ EQ Q MACHINE SCREWS 0 Q 2' USING 1/4'-20 NUTS 0 12'O.C. E D.s /2. .250'Max. 13 OR 5 _-- 13 OR 15 D. .150• 1 I I i .250'Max. \ I i Max. ED I I .D.• I i t I OPTIONAL I I 11 �PTION. lYL SE➢PWSEE i (� w1 1 j�it FOR GN sm I ♦ i - MIN.SCHEDULE SEPARATION TO GLASHEET i 1 1 1M SfIfff1a10 wR I I 1 OR ® i G� —(SEE SCHEDULE ON SHEET 11) EXISTING I MADIS049 I MIN.SEPARATION TO GLASS I GLASS— r(SEE SCHEDULE ON SHEET 11) EXISTING I �' l ©HV WALL HEADER INSTALLAno QA HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE [7G5#NG I MIN.SEPARATION TO GLASS G„�� I ♦ I —(SEE SCHEDULE ON SHEET 11) V” ,m aA5(5TE(STE I i I 1 OR ® i MIN.SEPARATION TO GLASS t 11 1 El SNC L 1E9/�aE mu �i i(SEE SCHEDULE ON SHEET 11) ON 516.T is fIIt UW,� 1LQU # i 1 OPDONAL i a,1,&0 Ly z EXISTING I f . (((71�ry( GLASS—� FF- FI/4" Max. 13 O OPTIONAL E.0. D. i � Lit --- EO EQ 1/ r-- 13 OR Q t' /7/"� - 12 OR 1 4 --- 1/4'0-20x3/4-S.S. Min. E PHILLIPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS MAC HE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS R 18 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK N.ANCHORS REQUIRED WALL TSEQu1REDO }HV WALL SILL INSTALLATION (SEE SCHEDULE ON ( HV WALL SILL INSTALLATION POURED CONCRETE SHEEP 14 OR CONCRETE BLOCK WAIL REWIRED O HV WALL SILL INSTALLATION NOTE FOR COMB NATION OF SECTIONS INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER 4 E 0.-EDGE DISTANCE ASSEMBLY SEE SPEGFlCATIONS ON SHEET 13) ♦ BLADE 1�ONSEE NSHEEf S OF 19 FOR C1� HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. 1t111fIH1/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ENSF A S S.A Accordion Shutter System = 1 L ECO NC. ■ . . H.V.BLADE#1 W/OR W/O IAV WIMOAT BLADE American Shutter Systema DES=PnON DATEOMPANY RIN NE G TESTING S T .0TILLIT DRAWN BY: M.L. ET & ENGINEERING C S AT 7E OF : = Association. Inc. t OLD 11-192 4/13/15 TIME: 4/13/15 9'•, 8515 N.N.361,.SL.Stn 305,V RGM GARDENS.FUDR 331 on.:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No /.......�NG\ �� °-"°EB-OM67iel.wm West Palm Beach, FL 33407 i 15-085 A/AONALLL7111t�`` 'WFL�A TILL#4Jr.4 P.E. 5 SHEET P.E. SEAT 9«NATURE/DATE FLORIDA u ®44167 6 6 OF 20 CONCRETE ANCHORS iIH CONCRETTEE (SEE SCHEDULE ON SHEET 13) MIN. CUSS(� 1 OR ®♦ E)GSONG I 1 L 'SCHEDULE tEAs 1 REQUIPED EDGE OF -t 11 FOR CAAU SHEET ' GLASS—! �.� � i(src s off �-4�IF I W SHE.T f8 t1R i TD WSS APPLICABLE E CGLASS S ar'ec5me® i ALTER i i i i i i i EXISTING t ANCHOR I GLASS l i IAGTlO" i I I I 810x3/4'HIX WASHER HEAD 11 0R 1 OR 1$ 3/8 Nw. TIX SCREWS® 12'O.C. i EDGE OF N i s/B uw. CONCRETE ANCHORS 8 i APP�CA (SEE SCHEDULE ON SHEET 13) E RLE i EDGE OF E)(ISHNG i N j i SII SLAB IF p EDGE OF--' APPLICABLE G•"`M� SLAB.IF I . 1/2 a--.1 EDGE OF Na� � APPLICABLE ,0. 0. APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS POURED -{tt ER a® ♦ PoU1� CONC RETEJ REQUIRED D. REQUIRCONCRE (SPF SCHEDULE ON SHEET 14) OR 5fw 19 Eot 1 OR ® CONCRETE FLAT HEAD CONCRETE ANCHORS I .ArEsmea REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION VALID ONLY FOR UP TO+70, -75 PSF A.S.D. HV FLOOR INSTALLATION t J)HV WALK—OVER INSTALLATIOR DESIGN PRESSURE &FOR SPANS PER SCHEDULE HV CEILING INSTALLATION �N i CONCRETE ANCHORS Imrosvatiaxet I O (SEE SCHEDULE ON 1/4'0 fiM BJH!)a 7APGWi w/ � mpg solmul>_ I SHEET 15) ADVANCED THREADIRDSM 1 . w:am t0 I a EXISTING I I EXISTING TECHNOLOGY OR 1/4.0 fon1R5 EXISTING I sFPAPAaON ro CLASS GLS" FASTEMERS TAPPER+ANC11CQ75 GLASS—' GLASS -{(sE satmCLt a sm t t) ' --1C� t„t.�,w,�p�ro 1 3/4'MN.F]mmuENT o 6' 'i sow a t 0 I 0.0 FOR UP TQ 6'-0'SPAN AND t 1 0 i i a•CLC.EnR SPANS LARGER THAN t.t 1�. 1 6•-O'lP 70 8'-0"NAX APPLY SFAIANr AT E41Ri FASTENER FFAD (TIP.)(SEE NO E 11 3/e. 1/2' FpR OR 1$ D.R 810x3/4"HIX E s I MAX. I 3 ! 6 WASHER HEAD CONT.SEALANT u i uvL I I TEX SCREWS _ 1 8" ® 12'O.C. 8 i i i :•= p i 814x3/4" HEX Hkb EAD 1 �- 1 8' I i I •:•; .i'. ': 1/40 S5 us TEDC SCREWS®9'O.C. i - --- 814x3/4 SD.S. _ i i i 11/4' •M '� /' CONCRETE ANCHORS _ _ 6 7 3/ u6rEic 1 a W-2D NUT$ OR 1/4'0-20 5.5.M.S. I +O 8 9'O.C. -- - Mai. 3. o t2"o.0. W/NUT®9"O.C. i (SEE SCHEDULE ON 1 1 ?• I SHEET 14) ..• :• �• EXUTING NON STRUCTURAL —- $?P ----' 17 SSR 18 )/2' r 17 18 2.00'idlN e» wru TRIM(DEeo uTrrE .•1.�• ED, SRL) i J 1 EDGE OF 814x3/4"F.H.S.D.S. :,.A11N:• PoG�� � SLAB IF 1 7/8-* 1 7/8'J APP.UCABLE 9 9.O.C. REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK POURED REQUIRED ®KEYSTONE 6M0 NG� INSTALLATION oPno"AL CONCRETE QK NV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAxMRI SIUM SPAN 8'-0" J HV RAINGUARD INSTAt THIS SHALL BE LLATION >� NOTE FOR COMBINATION OF SECTIONS a REMOVABLE WHFN" ERFORNED E D.-EDGE DISTANCE ADUACENT TO AN OPERABLE ,IT ♦ SEF UMITAT10N5 OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATONS ON SHEET 13) OR ENTRANCE BLADE VON SHEET 19 INSTALLATIONASSEMBLY DETAILS W/ HV B LA D E NNYWO �ONCAN IOl"m IAAY TO SUIT INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p;!!zzi J,; ®2015 EASTERN METAL SUPPLY,INC. BERTHA HV,. ............ �GENS `. - A S S A Accordion Shutter System Z 1 L ECO N c. ■ ■ ■ ■ IAV.RADE#1 W/OR W/O RV.WIN Ow aADE American Shutter SystemsDESCRIPTIONDATEDRAWN Erc: ul TINT TESTING & ENGINEERING COMPANY o'•. STATE OFN.W.S6h SL,STe.SRS,NRR(TR6G GARDENS.RORaA 331 Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/16 Pbona:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No �� e�•. �\`� e-mail:OReeo♦ool— West Palm Beach, FL 33407 3 s •••••• N EB-DG06719 15-085 AAAA/AALY1\ASS\ WALTER A DLLR Jr.P.E. 4 P.E. ;WYSlu"OGE/DATE FLORIDA Ua'9^*167 6 SH7ET OF 20 .SEE END WALL CON ECTIO S 10 a 10 `f E>asnNG GLASS INSTALLATIONS W/ 1 HV EAND ON LOCKINGLOC RaDSe, E 5. o o�� OUT 9a I NNATE I+V LOCK®oN SHEET s. BLADE W HV CENTERMATESCK 0(TA1L HVF 5 VAuO FOR 11 u AwucATK,N WITH BVDEQ, OR SEE END WALL CONNECTION -- EXISTING GLASS DETAILS ON SHE 00 -------------------- ---------------------- -7 (6G63 ZT6% �M. 3 1/4• T" 6 1/2' 7' ANGLE w/(2)1/4.0 TAPOON 1/2• ®+® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)& i f1Ox3/4'S.A.S.® 12' MIN. GLASS SEPARATION (4)9,Oa1/2'S.M.S.To TUBE I O.C.FULL LENCHT. W/ HV LOCK o or oDt W/ HV LOCK o (2` To CHER AT EACH ANGLE(TYP) 3 * 3 (SEE SCHEDULE ON SHEET 11) 5 ® °° * 35* IN * V�3VO �59a ��"J a ® w + 1/2• 11 L q) Ir---J_ Mh Al it ____ (D HVB oUT ® °° * HVC HVA ©06®m©+Oa6®m1Q.®06 POURED CONCRETE OR ___ I�IXISTING CLASS REQ. m BLOCK WALL IXISTING SYMMETRICAL * IN MIN.SEPARATION CLASS 6jF@j�:] I�EXISTIN CENTERMATES TOGlass J CUSS 1 * (SEE SCHEDULE F * W� HVA (INTERIOR)nONAL ON SHEfT 11) MINSIOTO GLASS(SEE SCHEDULPTIONAL ON SHEET 11) NTERIOR) OUT CONCRfI0ANCHORS16'O.C. 3VARIES ® 0 U T Vo 6 1/2'MAX.SLACK OUT 5 (DRERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `0001 1 ©2015 EASTERN METAL SUPPLY,INC. ..••••••.. r,•,, BERTHA HVTM Q CEN _ A S S A Accordion Shutter System 1 L E C O I.C. . ♦A.S.S.A. H,V.OADE#i W/OR W/O IAV.W IMM MADE TIWT TESTING & ENGINEERING COMPANY AR18fiCOn Shutter SySt8MS DESCRvnoN DATE DRAWN BY: N.L. 6159 N.W.J6R St,St.305,VStGWN GARDENS.FLO.ZfM JJ1 ASSOCiation. Inc. 1 OLD 11-792 4/13/15 DATE: 4/13/15 STATE OF 4268 Westroads Drive 2 •'�p� Phone:(305)871-1530.I-:(305)871-1531 DRAWING No o-mall:6ltOm®oo.mm West Palm Beach, FL 33407 3 EB-00067,9 4 15-085 `SAA.L.-�������� wFFLiuORnn UG B 44167 P.E. L�1�{�iNA 4'h DATE 6 SHEEP 6 8 OF 20 ALTERNATE INSTALLATION W V -T- LOCK HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 20 Wj In HV BLADE SEF END CONNECTM DETAILS ON SHEETS 10 A +8 INSTALLATION In HV BLADE OUT IN '?�°S" a� MADE IDRACK DETAIL kW.N=MM ON SHEET 8. Wf HD CENTERMATES AS Wal AS uT SHE r.UAY BIADE(fl DETNL ICAI7ED N,11)-NVD. a s 7 a 8 1 INOON THIS SHEET, OW I USM YAIH TH6 PLTETiNA to•®a©•®a©•©a 'TA1EAnoN OETAL INC sNorN w THs SHEET. SEE END WALL CTINNECTION I SAILS ON SHEETS +D A +6 80.0"`0`0°`0'05 (ma>-Te ALWO AtIW. I '/e" aig.0 35# # 35# o w+aaTE (oPtlowu) 4 3oPrloxAt) L-_________________n_______----__-------_------- N)pmt/z's�.M i Irma/s•s.Ms o 1z' ---- -------------- --- -- Ar Fra A,RiE.m» oc RAL IDMNf. # I N (4)H.v. 7-7 IN (4)H.V. r,+.ro non 30 HV T" PINS(TYP.) a/6. PINS (tw.) 5 1� 5 3 LOCK (INSIDE) 1 ' on sa>:r ,a 1 -------------- -- — — — — — -- 5 1 2 29 1 1 1 3 0 UT 31 oR 32 3 W. 31 oR©2 31 aR 2 35* 31 oR©2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 (aPIxRUL) SEE NOTE 6 FOR HV LOQ(®. # W/ 7/8"4 x 3/32" WINGNUT. (wnmAy HDB-HVB OUT HDC-HVC r LOOK,ON SHEET s. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ SCS LOCK (INTERIOR) HVG* 1't'/� LOCK (EXTERIOR) t SMES SN4 A11J." 2026-T3 AILOY)LARGE FLANGE THEN ®a©•O7 a® 10•®" SHEET NU15FRr.PART 10820. 1 U ®a®•®a©.©a AS MANUFACi1Rm BY MDEL CHERRf TD=RN.PAfSIPPM.NEW JERSEY "60-0•©®©•O•®a 08156 OR EQUAL EQUAL - 3 0 #s¢rxms w Loomw Ram®A:No®Loos rAv soEr s ##INVMAL RDATMG BLADD30 TAL HOD-MO M van Itim Au onRExavATES APRcx—ARN anozO HDD—HVD#s FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ��``�\•V��R A:Tits/TAO 2015 EASTERN ML74 SUPPLY,INC. BERTHA HVTM &S.S■A■ Accordion Shutter System KV.RADE#1 W/OR W/O H.V.WNDOW BLADE E American Shutter Systems _N DESCRPTION DATE DRAWN BY: M.L.PWT TESTING & ENGINEERING COMPANY TATE OF Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 .. (V 5355 N.W.36(h.SL.St.305.VOtQM0.rAI✓flENS F101imA 531 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No o--I:UleeeaPo"I.rna West Palm Beach, FL 33407 3 aps�ONA1 E WALTER A 0LN1Jr.P.E 4 15-085 FLORDA Ue./44167 5 SHEET P.E. SF�tJS'I�R�ATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -,,,--EXISTING GL/SS -S 2'MIN EXISTING GLASS ® 16'O.C. __ — Y MIN. r—� MM.SFPA AnON r— , —r TO GLASS(SEE r MIN.SEPARAnON SCHEDULE ON SHEET MIN. LASSSEPATION I I MN.SEPARATION EQ ' EQ TO GLASS(SEE 11 FOR RADE®MID 10(LASS(� ISHEE TO GLASS SEE St?&DtR,E ON SNE>:T 1/16'x3'MAX. ON SHEET 19 FOR 1 ESIIE OAND 1/2' SWfDIAE ON SHEET 11 FOR EYA19 OMID (6063-T6)CONT. BLADES O&® OEl SHEET 19 FOR T� 11 FOR ELADE NO pNE O& (LOC FOR ATE AT 1 ON SHEtT 19 FUR ALUM.CLOSER I BIADFSO&Q� E1TFL.SIDE 9AD60&® PLATE(LOCATE 1/2 OF 5 ) AT EITHER SIDE MM , C O 1/2'MIN. OF 4) I de USE 1'OR 2'MAX. 810x1/2'S.M.S I _—_—_ (AS APPLICABLE)x2'x1/8'xO'-2' I #10xi/2'S.M.S. _____ ® 16°O.C. ALUMINUM CUP ANGLE ' ® I6'O.C. ----- 4 (6063-T6 ALLOY)AT MIDHEKLTT Q \ / (2)1/401TAPGONS ANCHTO ORS WALL AT 1j SEE DETAIL X FO ( OR ®i EITHER SIDE OFO-C®)(LOCATE AT 1 OR SIDE CONNECRON 1 OR & SEE DETAIL X FOR 1 OR-& TO TRACKS SIDE CONNECTION ®=6 7 8 0•®m SEE DETAIL X FO t� 6 m m 6 7 m B 10• TO TRACKS m m 6 7 m g p, Om SIDE CONNECTION O®°" ,�pm®"©•� •©^. TOTRACHS �((o 7 . 6.7 .©'0•©-0.0•®m ©•0•©m©'Qm©m� ®" END CONNECTION DETAIL(j) END CONNECTION DETAIL 2Q END CONNECTION DETAIL END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'--G- POURED CONCRETE AOR L EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 4 fREQUIRED MILL SEPARATION Q1 1/2"S.M ------------ _ TO CLASS(SEE ® 16' .C. MDL SEPARATION Y ------ 11 SCHEDULEFOR ON sErr CONC 1/2'MIN. TO GLASS(�HEDULE ON SHZET —____________ ---- I ___ 6 OR®OR�OR ON SHEET 19 FOR ANCHOR® 1 BLADE([)AND 4 _____ _ ____ T©OR©OR(qOR(0 CONCRETE ®ADE'•-'Ok Q� 12'O.C. ON SHEET 19 FOR rj DADF50&® -----_ OR� ANCHOR Q ® 16' ---- /2'1MIN. O.C. _1 2'MIN. _ EQ 6 OR(BOR 2°MIN, 2°MIN. ♦SEESOF USE FOR VIEW Y BLADE®ON SHEET 19 1 0211 3 DR(qOR(0pR@ ?10 1 OR ®' PLAN R & ®m®m©p7 m® ,o•®m TPS AIL X POURED CONCRETE OR ®m©•0m© 1D•®m ,O•®m®•�©�©m D I N CONCRETE BLOCK WALL m 1 HV BLADE OR HV WINDOW BLADE INTO REQUIRED CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q BO ®m®®m®®mom END CONNECTION DETAIL 60 ®m® ®m® m� FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. �,,��� /T��•,,, NBERTHA HVTM _ �P.•'�GEs t��' AS SA Accordion Shutter System FIV.RADE#1 W/OR W/O H.V. WINDON MADE American Shutter Systems DESCRIPTION DATE DRAWN BY: M.L • — TILLIT TESTING & ENGINEERING COMPANY STATE OF Qz W55 N.W.3&h.51..Ste.30S.VMGV A GARDENS.FtreaA 331 Association. Inc. , OLD 11-1s2 ti/1a/1s DAZE 4/13/15 �•' Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ,off.• ORID ��; a-RwB:lltece®oo com West Palm Beach. FL 33407 3EB- DRAWING No ''��'0NAL�N ``NNS AL10RLORIA uI.@744167E g SHEET 085 P.E. �66,r91G1VAtfURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE J2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+" INSTALLATION LEGEND s NOTES: (ft.). FOR�INSTAL A IONS& W/ or OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ W SYMMETRICAL CENTERS CONCRETE & (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & 8D W/ ONE ITV LOCKS MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RAPING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® OR W/ NO LOCKING WALL A, B. C, D. E, M. N, O, P. 0, p.S. DESIGN PRESSURE RATIINGLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T' W/ NO LOCKING RODS (6 ODS MOUNTING F, K & L R. S. &V. LOCK® W/IWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING@ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tffl SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: �L CONCRETE&WOOD MOUNTING uAlmnn CONCRETE&WOOD INSTALLATIONS V IIAIOYW 11AgMIP1 CONCRETE I & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, A=DESIGN ASD.DESIGN INSTALLATIONSASD.DESIGN INSTALLATIONS PREMIE WAIL MOUNTWG FLOOR/CEIUNG FI✓� WNL MOUNTING PfESWRE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE Rn>Nc MOUNTING w'� & IW°G FL� � /Cpp MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, FLoDR/CEIUNG MOUNTING (p...L) (+DR_) (.OR_) ( oR_) FLOG Au Mo1Ma Nc DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L+ (ft) L-N L+ 9 L-(TL) L+ (ft) L-(8) L+ (8) L-III O MAXIMUM SHUTTER SPAN 'L+-OR 'L-"FOR 30 OR 16'-0' 16'-0' 16'-0' 16'-0' 30 16'-0' 16'-0" 30 16'-D' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14•-10' 15'-2' 16'-0' 35 1 6,-0' 1 6,-0' 35 15'-2' 16'-10' 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+AND'L-". 40 13'-10" 13'-10' 14'-2'. 15'-2" 40 13'-10" 13'-10' 40 14'-2' 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 1 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' t HV CORNER CENITERMATE g3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-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: 55 11'-10" 11"-f0' 12'-1" 12-11 55 11'-10" 11'-10" 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION ({2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 1 11'-4' 60 10'-2' 10-11' NOTE 05,SHEET 5. RATING: 65 10'-10r 10-10" 11'-1' 11•-11' 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE; _ L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9' 11'-5' 70 10"-6' 10'-6" 70 8'-9 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1" 75 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+-OR INSTALLATIONS. 80 W-10" W-10' 10'-0' 10'-9' BO 9'-10" W-10' 'L AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 - 9'-9' 10'-5' 85 9'-6" 9-6' 1 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 9'-3" 9'-3' 9'-5" 10'11' 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 8'-0' 8'-9' 9'-2' 9'-10' 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' 9'-0" 9'-7' 100 8'-9' 8'-4' LIMITED TO +64,72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING(@ ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9' 9'-4' 105 8'-7" 7-11' 110 B'-4" 7'-7" 8'-7" 9'-2' 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3" 8•-4" B'-11" 115 W-2- 7•-3- SEPARATION TO GLASS SCHEDULEMINIMUM BETWEEN "L7+'.'L2+"• "L1-'AND'2-" 120 8'-D' 6'-11' 8'-2" 8'-9' 120 8'-0" W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-iD' 6'-8' 8'-0" e'-5' 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-1' 130 7'-B' 6'-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-9' 7'-9" 135 7•-7' 6'-2' WIND ZONE SPACING. 140 7'-5" 5'-11 7'-7' T-6' 140 7'-5" 5'-11' ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'-5" 7'-3' 145 7'-3" TO GLASS 150 7'-2' 5'-7" 7'-4" 7'-0' 150 7'-2' 5'-7' 155 7'-0' 5'-5' 7'-2' 6'-9" 155 7'-0' 5'-5' 1 THRU 3 1 n 160 C-11' 5'-2' 7'-1" 6'-7" 150 6'-11' 165 6'-10' 5'-1' 7'-0' 6'-4' 165 W-10' 170 6'-9' 4'-11" 6•-I1' 6'-2' 170 6'-9" 4'-11' 175 6'-7' 4'-9" 6'-9' 6'-0 175 6'-7" 4'-9" 180 6'-64'-8' 6'-8' 5'_10' ISO 6'-6' 4'-B" O H V B LA D E 1 B5 6'-5' 4'-6' 6'-7' 5•-8' 185 6'-5' V-6' 190 6'-4' 4'-5' 6'-6' 5-6' 190 6'-4" 4'-5' 195 6'-3" 4'-3" 6'-5N 5'-5' 195 6'-3" 4'-3' 200 6'-2' 4'-2- 205 6'-1' 1 4'-1" 1 6'-3' s'-1" 205 W-1' 4'-1" FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. -�--�-_ BERTHA HVTM A.S,S.A. IiK Accordion Shutter System BLADE#1 W/OR W/0 H.V.WNDOW BADE n1�cL�` TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.rk DESG"TION DATE DRAWN Em MIQY.L.G. wss N.W.3W SE.,se.305.VIRceaA GARDENS.FLORIDA 3316f Association. Inc. 1 OLD 11-192 4/13/15 DAT[ 4/13/15 inez Phone:(305)971-1530.Fux:(.305)871-1531 4268 Westroads Drive 2 DRAWING No s 4N= e-m is 6newEww.wn West Palm Beach, FL 33407 3 O�•. `CORIdP•���;' WALTER A TOLLn1Jr.P.E 4 15-085 FLORIDA Ur_A 44167 5 SHEET G 11 OF 20 . •3,. � � :111 is�? :I.. :.�� .•::? '.,. . •�� JIB :VIM.,f:ql :utl.•' a,. 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MUM SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E G&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POMM COI CREIVOONCRIDE BOOK POUTED (A) TO EXISDNG POURED CONCRETE.-(Min.fc-3 kei) ukm QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Lan.rc=3 k&j SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPEQALTY COMPANY.(Arm.t'c=3 kd) (R) km�I N7mYE PI✓EWTE RATIN IES M1 NECAA£PRMW WM OEM 1EGIIVE PMSU E WK - i/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.V.-2 k8T) 30 140 160 175 9D 120 160 205 3D 40 60 75 170 160 2A5 30 40 6D 75 90 120 160 205 TAPCON OR - 1/4'tl TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,[NC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 to B 8 e s 55 is 12 10 9 8 8 e 6 u 12 l0 9 8 8 8 e TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUPMV.ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (kn,f. 3 ksi) DR LESS 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 B B 8 5 AL POINTS SOLID-SET BLUE TAP W/CAP NOTES: 14 12 t0 B a a e 7 14 12 10 9 8 8 6 6 /4 12 10 9 8 8 6 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 8 8 7 5b 35 /4 12 10 8 8 e 8 6 N 12 10 B B 8 6 6 TAPPER+ ANCHORS IS 1 3/$,AND FOR BINE TAP W/CAP ANCHORS IS 1 1/2'. 4,-O' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 a 0 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 6 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SEr ANCHORS SMALL BE 7/8'INTO THE POURED CONCRETE.ND-EMBEDMENT 14 12 10 9 8 8 6 45 14 12 10 9 5 8 6 55 14 12 10 9 8 8 8 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SILAL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 f1 75 55 35 - 14 12 f0 9 8 8 6 5 14 12 10 9 B. 7 55 4 •SEE MAIIWR O1'USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 B 8 8 6 6 14 12 10 B 8 8 6 5S 14 12 10 9 8 8 6 45 9IADE DN SNFET f9 5-0' 14 12 t0 9 8 7 4 - 14 12 fO 9 8 65 5 35 14 12 f0 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 72 10 e 8 75 45 - 14 12 10 9 8 a 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALT.FlNA7N6.ANCHORAGE SIAL BE AS INDICATED ON f4 12 95 75 65 45 - - 14 12 10 9 8 75 55 4 14 12 10 9 B 5 45 3.5 N07E5 At)&A2)ABOVE.FOR INSTAl1ADDNS ON'VR7T.ICING OR E1F5 WITH OR WTTF1DUr METAL STUDS CONSULT THIS ENGME7]7_FOR 6'-0• 14 12 10 0 8 8 6 - 14 12 f0 9 8 8 6 5 14 12 f0 9 8 65 5 35 INSTALLATION INTO EUFS WITH METAL STUDS SEE SHEET 20. 14 12 10 8 75 Sb J - 14 12 70 &5 7 55 4 3 14 12 8 85 SS 4 3 - 14 12 10 9 8 8 - - 14 12 10 9 8 6S 5 75 14 12 f0 85 8 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B BS 55 3 - - 14 12 10 B B 65 45 J.5 14 12 10 6 7 5 3S 3 - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUDDEX. /4 12 f0 9 6 B - - 14 12 t0 9 5 7 S 4 14 12 10 B 75 55 4 3 -1/4'9 x.3/4'ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7'-0. 14 12 10 8 BS 4 - - 14 12 9 75 6 45 35 - 14 10.5 7 55 4.5 35 - - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 10 85 7 4 - - 14 12 10 9 7.515Z 4 - 14 12 9 7 75 4.5 - - -1/4'tl TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - - 14 12 10 9 7.515.5 4 - 14 72 9 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITFL THE AMERICAN SHUTiIIN SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 65 - - 14 12 10 9 4 - 14 12 10 a 65 5 35 - NOTES: 14 12 85 7 5S 3 - - 14 12 8 65 55 4 3 - u 85 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 a - - 14 12 95 8 65 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 fL5 5 SS - - 14 12 70 8 65 6 - 14 12 a 65 5 4 14 12 10 9 75 45 - - 14 12 85 7 55 4 - - &2)MINIMUM EMBEDMENT OF 1/4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 8 4 - - - 1'4 11 7 55' 5' 3.5 - - 11 8 5.5 45 &5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'5-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.5 - - 14 12 9.5 7 55 4 - - 14 DS 7 55 6 45 - - EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCO. 15 85 55 4 - 14 12 9 7 6 4.5 - - 14 11 7 55 4S 3.5 - 10'-0' 14 12 t0 9 75 - - - 14 12 10 8'65 5 - - 74 12 6 8 5 4 - - 8.3)IN CASE 7}UT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR MIT'VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3.5 - - 13 95 65 5 4 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE RUIN STRUCTURE BEHIND SAD WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 715 9 6 5 4 - 25 95 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 5 - 14 12 8 65 55 4 - 13 10 65 5 4 3 FOR INSTALIA71ON INTO EUFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4S - - 14 QS 7 55 45 JS - 11 2.5 95 5 - 12 9 6 4.5 4 3 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 55 45 - - - 1.5 85 55 45 75 - - - 95 7 4.5 - - 1{ ITIS 7.5 6 5 - - 12 9 8 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 8 65 5.6 - -1- 13 110 65$4.5 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 8S 4.5 - - - - - I1 a 55 4 35 - - - B 6 { - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING MS 95 6 - 13 95 65 5 4 - OS 8 5 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 65 - - 14 10.5 7 5S 4S - 11 85 55 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 11.5 75 6 5 - - - 12 9 8 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 5S 4 - - - ACTUAL 25 65 - - - - - - 12 9 6 45 4 - - - 95 7 s - - - EDGE TAPGON TAPCON WITH ADVANCED ALL POINT SOLID SEF BLUE TAP W/CAP TAPPER.+ 8 6 - - - - - - 13 95 6S 5 - - - - OS 75 5 - - - HV BLADE OR UICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14,-0' 14 12 - - - - - - 14 105 . 55 - - - - 11 8S 55 - - - ED. MIN.SPACING-3' MW.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4' 10 7.5 - - - - - - 9 7 45 3.5 - - - - 7 5 35 - - - HV BLADE W POURED CONCFitTE& I111sI.D t E CONpE7E gDOC POURED CONCRETE& POURED CONCRETE&paw OSEOONQ3lE TUCK 75 8 _ _ _ _ _ _ 1185545 _ _ _ _ 9 65 ,5 - - - V WINDOW �1lN FD•3' LDL EIl`31/Y Mx F�.•21/2' '0 E0.-3BLOCK COMNCRETE BM.30CK I01 F1L•3 1/Y MN FD.2 1/2' is - - 3s 10 6s - - 0s e s - BLADE WORKING 3' 1.0 0.90 1.0 0.78 1.0 054 1.0 15'-D' 9 - - - - - - - 85 65 4 - - - - - 6.5 5 3 - - - - - - 0.81 1.0 - - 0.67 1.0 10 - - 0.5 8 5 - - 8.5 8 4 - _ _ _ _ IN UNISON 2' 0.71 0.51 7 - - - - - - - 1.5 es 55 - - - - - 9 6.5 45 - - - - - 1 3/4' 0.43 - 16,-0' 14 _ _ _ _ _ _ _ 25 95 6 _ _ _ _ _ 10 7S 5 - - - - - 1 1 2' 0.35 0.35 8 B 6 4 6 45 3 - - - _ - 95 - - - - - - -19.51 7 1 5 - - - - -15 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A�A7 p„TIC(/�A'4j ©2015 EASTERN METAL SUPPLY• INC. `.���P,....IL TJ �.. pENSF BERTHA HVTM ' AS �- •'. ". Accordion Shutter System 1 L ECO N C. ■ ■S■A■ FLV.BIDE#1 W/OR W/O FLV.WINDOW MADE THAT TESTING & ENGINEERING COMPANY American Shutter Systems IEV. DESCRwnON DATE DRAWN BY: M.L. ? '•.. STATE OF ::��` ss35 N.W.3M SL.sre._Nm,v0Ecu1A GARD01s.MOR13A 33IR Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 Phone (305)871-1530.Fax:(305)871-1537 4268 Westroads Drive 2 DRAWING No p�F., LOW, ,(�\`\� o®ti�fiC-Loom West Palm Beach, FL 33407 3 ''' c-mWALTER A TILUT Jr.P.E 719 4 rJ-O8S P.E�AYS1EEAti��JATURE/DATE FLORIDA u`'8`°157 5 SHEET 6 13 OF 20 C O NO N _ o� N z2 o rn ga i I 13:U �j N J "� o W Z L9 = O ca z a =o0 o�N� w Q ■ aaza� Q o m WM z ~N� W as Wei =zuaivii o a.ti•'c"� OK Z m F r�iwZ �wOl.j li ■ Vl COG, p, NIY J 10 C pt z�dS� IMPr � o �� � aQZW m ■��ym la_F 2 >a4avwi > ■ v °'tea° I: Q t Z r� a u ��m FZ SS�� Hbmgq YNNNnm VY INnI Innl lgillglli� I IIVI IIAI II,H,I IIInl llnllllll O am T 5 $bmN nN NNNYNnn�gv�nq�Yl bnl lglnl lnlllnlllYIIIYII IYI IIYIIII�jll � = u�m L� G^b Y1 N N N N N N N N g N Y N N N Y N N m N Y Y n q Y V l 1-NI m b N N N N N N N N N N N N N b N N N N N a N n N Y N n N N d N N Y Y H N V Y g N n Y 1 N I I 1 N 1 1 1 N l l W m c W a o n m E Y n NW WAS j � I b3 a m � $pp N N N m n g N N m N n m N q m N m N q Nq 4 g n N N n N N b N N N N N N q N N N N N m q'N N N N b N N N N N N N N N N N Y1 n N N N N N N g m N N q N q m q N 1•'Y{£ 3 5iE Q R b N N N N g N N N n n N N N N N m N N ......n n..........N n N N N.........woo N J v)d f• 333 n n n n n n n Y n N h n V f l n n I l n l lIIl n 111 1 1 1 1 1 111 1 111 1111111111 fill _ m \ i$6 // ♦� n nnnnn nnn nnnn pn�mfnNNn nYYI ASS I 111A111H11 ICvtaJ ^^^^^^nnrnnnnnnn�nf.d nNm V nNN�n ONMn V I n� I. 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DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ('L) SCHEDUIIF FOR A GNEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2. MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MI.G=0.550 W/ W/ MIN. G=0.43 W1 MIN. G=0.36 MAXIMUM SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'0 S&V s&v 5&V D901 wAK I®R PAG bA 0371878R HMw ROE(4 LS11MOMMOBaKwKM 05D7I[ONM F®ff R0G(p9f LLYi 107W8[IffmOF 6098(P� OE4T716aK P6.vHG 6086 4dl ®811605 e®I[R0.6(� 0311 669FS 071E(pQ 098I168W R414HPAE(dl lWl R0'fE 60c I>a) 30 40160 75 90 05 30 40 60175 90 05.30 40 60175 90 1105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 65.30 40 60 75 90 05.30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -0'OR 2 10 10 9 8 B 6 6 6 6 6 6 12 10 70 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 4'-0' 12 10 10 9 B 8 6 6 6 fi 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 70 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'=0' 12 10 10 9 8 B 6 6 6 6 6 .5 12 10 10 9 8 8 6 6 6 6 6 5 72 10 10 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 6.5 6 6 8 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 45 12 70 10 9 6 .5 6 6 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-O' 12 10 10 9 B.5 4 6 6 6 .5 4S 4 12 10 10 9 5 3 6 6 6 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 34 3 12 10 9 4 - 8 6 4.5 4 J 3 12 10 4 3 6 6 4S 4 3 3 8 5 3.5- - - 12 12 12 12 12 0. 12 72 12 1. 9.5 8.5 12 12 10 EI 8.5 5,5 10'-0' 12 10 7.5.4 - - 6 6 5 4 3 - 12 1D 6 3 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 6 5 - 12 12 12 12 11.59.5 12 12 12 10. 8.5 L5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - 12 1D 4.5- 6 5.5 3.5- - 12 10 - 6 .5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 R. 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4S - - 6 6 4 - - 12 10 3.5- - 6 5 3S- - 12 10 - 6 5 3.5- 6 5 - 12 12 12 1. 9.5 8 T2 12 11 8.5 7 6 12 1. 7.5 6 5 4 12_ 10 - - - 6 6 - 12 10 - - 6 4,5 - - 12 .5 - - 6 4.5 - - 164%.5 - - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 5S 12 0.5 7 5.5 4.5 4 14'-0' 12 10 6 5.5 - - - - 12 7 .5 4.5 - - 12 7 - S 4.5 - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0' 12 - - - - - 6 - 12 - - - - - 5 - 12 - - - - 5 - - - - - - 12 12 11 B .5 5 12 12 8.5 7 6 4 12 9 6 5 4 16'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - 1. - - - - 5 - - - - - - - - 12 12 0. SS 6S 4 12 12 8 6.5 5 1 7 111.518.5 15.514.513.51- 1 HV BLADE OR n HV BLADE W,/ �A HV WINDOW BLADE WORKING IN UNISON* • AODE19 Eva t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3.SUBSTRATE SHALL CONSIST OF THE FOUDWING: 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS roLLOWS -SOUTHERN PINE No.2 W/G--0.55(N.DS) -1/4'0 TAPCON ANCHOM AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 15&17. -SPRUCE PINE FIR NORTH W/C-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PONE FIR SOURS W/G=036(N.D.S.) -MRN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOUDW CEIUNC SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LASSCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM 11111 1 1 1 111 111/7 A■S■S■A. L E C O IN Accordion Shutter System �•-.,. ''� H.v.aaoE#I w/OR w/o Itv wlNoow BLADE Q':'• �"'; % American Shuffer SYSt@mg REV.N BESCRIPDON DATE DRAWN BY, ML �$�.• % TILLIT TESTING & ENGINEERING COMPANY flOn. Inc. 1 OLD 11-792 x/13/15 DATE 4/13/15 e,ln 44161 bass N.W.36N.M.St,.3ET 05.VUMN14(IMMENS, .ORd1 331 Ciacia Ph...:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No k e -ail:tilt-9-1- West Palm Beach, FL 33407 3 EB-0006719 WALTER A.TILLIT Ur.PX4 15-085 CA FLORIDA Uc.9 44167 6 SH15 OF 20 ,`.S+SIO N A,- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (N HV.* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1ONLY SHALl WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & TAPCON OR S D DESIGN SU FOR INSTALLATION WI DE & A WORKING IN UNISON YCN WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRAl10N OF THREADED AREA TO EXISTING I MIN.SEPAPATXIN E70sNNG WOOD HEADER. 4. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 Tp UAB(yg OR r (SEE SCHEDULE ON SHEET 15) ,ti: �q 1/4'0-20x3/4'S.S.MACHINE SDEDUE ON (D OR�o \ Al \% 1g SSCREWS0 12OWC/ 1/4'-20 NUTS ~_10N OR BL DE FOR 1'Min. EXISTING 1 BLADES Oac(9 r a I r Z t OR t N FR1I511 I I OPTIONAL I�• "A. WALL 1 •`.IXISLINC MW. I FINISH ID OR I 2'x4'WOOD I 1 GR EXISTING MIN. IlsMlllfil 1 HEADER REQUIRED I 1 2'x4'WOOD 1 NEMER REQUIRED 1j"0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 1.9N gpMgppN II I I 1 THREADFORM TECHNOLOGY W/1 1/2' Min. PENETRATION OF THREADED MEA TO GLASS-1 TO pp`g(SEE I I DDS TNG WOOD HEADER. SOIEDULE ON 9 MIN.SEPARATION i0 GLASS �—II FOR E a IXGSBN5ON SHEET 19 �0—(5[S SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) 1 BVDFSO&® PLATE REO.al� SILL OHY WALL HEADER INSTALLATION OOBY WALL SILLINST LLATION ( HV WALL HEADER INSTALLATION I I I I MIN.SEPARATION TO GLASS E%ISTING MIN.SEPARATION TO GLA55 ' 'I V GLA55---) EXISTING /p�—(SEE SCHEDULE ON SHEET 11) 1 �CSEE SCHEDULE ON SHEET 11) x 2'x4'CNF-1 MIN.SEPARATION TO GLASS I I 1 �G1A55--11 WOOD PLATE I(SEE SCHEDULE ON SHEET 11) 1 REO'D. c I 1MACH NE SCREIYS S 1/4'0-20:3/4'S.S. I 1 I MACHINE SCREWS W/ USING 1/4"-20 NUTS WALL ! \ 1/4"-20 NUTS w 12' I I I I ® 12'O.C. FINISH l i I O.C. I I 1�'`;• OR 18 .T11 I I 2'x4'COM WOOD PLATE REOD. 1'Min. L OR 1/470 TAPCN OR TAPCN WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2' 2'x4"CONI. Min. PENEIRAT)ON OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" " 1/4'0 TAPCON OR NOTE: REQ'tl. (SEE SCHEDULE ON SHEET 15) .`.1� Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHFFf 4 FOR TYPICAL (SEE SCHEDULE ON SHEEP IS) EXISTING MIN.2"x4' 1/2'MIN.CD THREADFORM THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �\`' WALL FINISH STUDS O 16'O.C.MAX. PLYWOOD REQ'D. W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REO'D. STUREOD.PLYWOOD TO 8E WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ISTNG MIN.2'x4'SPUDS®16'O.C.MAX.REO'D. ATTACHED TO SPUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH 1YRFI SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION SEE-T.ONI of of P HV WALL SILL INSTALLATION F.B.C. BLADE oN SHEET 19 O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM A�S,S.A. Accordion Shutter System ' �,,//�(,{( H.V. MADE#1 W/OR W/0 KV.WINDOW RADE .Ayr" ' TILLIT TESTING & ENGINEERING COMPANY AnTBr1COn $ITUff®r Systems By.p DESCWP110N DATE DRAWN Rf: M.L N.W.36M St.Ste.3W.WIMIA GARDENS.FLORIDA 3316Association. Inc. 1 OLD 11-192 4/13/15 INTE: 4/13/ls ,Q 2 Phone:(305)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No -�k 61t—Ptd.— West Palm Beach. FL 33407 3 �.c•.FCORIOP,.'��'� WALTERED0.�LLIT1Jr.P.E. 4 15-085 �"' �\ FIORDS Lie.8 44167 5 SHEET DATE 6 16 OF 20 nn I INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR (D HV & dX HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEOE nl ONLY SH LIMITED TO 105.0 sf. A.S. ES PRESSURE RATING SE SHEET 9 ORM X WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4.0 TAPCON OR 4'xB'(Min.)EXISTING e o Q EO 2'MI". EDGE(IF APPLICABLE) WITH ADVANCED THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2'Ain.PENETRATION1/4"0-20x3/4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO OF EXISTING WOOD BEAM 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY .N EXISTING WOOD HEADER. EXISTING WOOD Min. MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEEP 15) W/1/4'-20 NlT$ ARCHITECT PRIOR TO Q 1/2• 1/2' RAFTER O 24' t 9 O 12'O.C. SHUTTER INSTALLATION. O.C.REQUIRED 1/4'0 TAPCON OR _ L) w) TAPCON WITH ADVANCED EXISONG SOFFIT _ ,2g7• THREADFORM TECHNOLOGY 3/4'Max.THK- `� l \ I I Max. W/ 1 1/2'Min.PENETRATION Q Q #14x3/4' E E l x4'x1/8'CONT.ALUM.TUBE )y ,-; i\ OF THREADED AREA TO S.M.S. (6063–TES ALLOY)W/ EXISTING WOOD HEADER. O 8"D.C. (J)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) Or Q Of Q I ) or Q Or Q EACH RAFTER OR TRUSS. LO LAG SCREWS AT I MIDWIOTH OF EXISTING WOOD I DOTTING MIN 27x4• 1 I I MEMBER,(2'Min.NOMINAL DUSnNG-1 HEADER REO•D OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS II MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) E)OSTING GLASS-- 5/16.0 LAG SCREW MEA.VALID FOR I ' AT CENTER OF TUBE INSTALLATIONS WITH 72psf I tea gpp TING I MAX.AS.D. DESIGN LOAD AND ®HV WALL HEADER INSTALLATION I saw u°c"�w(s��T G I ro�� IINSTALunONsS ONLY THIS n FOR MADE 0" • I�F)]MUE w sF1ET I FOR WOOD W/MW.SPECIFIC I w SHEET 19 FOR OOR ® 11 FDR TIME fOAO GRAVITY OF 0.50 AS DOUGLAS ON SHEET 19 FOR 8Mg6; RACES 0)k® I BLADES & ♦ FIR OR SOUTHERN PINE No.2. 1–SEE SHIFT 4 FOR TYPICAL SHUTTER ASSEMBLY OR® OR EQUAL 2-MWMORG SECTIONS CAN BE COMBINED T HV CEILING INSTALLATION IN ANY WAY TO SUIT Mr INSTA1AMN. U. 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PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA 7D EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADM AREA TO EXISTING WOOD HEADER(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UMTA710N5 OF USE FDR (X HV WALK—OVER INSTALLATION QV HV "WALL SILL INSTALLATION BIAOE OA ON SHEET 19 ®HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. TIS 'A/�iA ®2015 EASTERN METAL SUPPLY,INC. \CEly �. . . . BERTHA HVTM A S S A Accordion Shutter System • : _ /Ti—ME—c—o—,M . N.V.BLADE#, w/OR w/o Kv WINDOW BLAIX * %_ American Shutter Systems EV. DESCRIPTION DATE DRAWN Bt: Nl nLLlr TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 339 6N.M.36N.SL,SW.305.NRCPM GARDENS.FLOROA 3316 Phone:(305)871-1530.Fax:(305)a71-1531 4268 Westroods Drive 2 DRAWING No FS c G S r I:hlternOaol.mm West Palm Beach, FL 33407 3 %,s�oNAL 1•i`1``""% WALTERA.A LEB-�TIL#144167E 5 15-085 P.E. 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YJt 3PMVA1 1 ('_ m ws tslE 4 ♦ SEE L1MgAilN S OF USE FOR Mn + ri) BLADE 1 ON SHEEPSD �m5 rods®a ---- ONSHOma ra: th'Yw -— 6 oR BQax@oRQ � 5 Yet. a 4 4 iA ........... r/�\\�� ��__.�// ® ® ® VIEW-c�01V-OT-l^lt204' oO�R OR 1 OR 1 •�®'�®' ���©'®_ PLAN DETAIL X END CONNECTION DETAIL® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone \\\(((1111 1 111111F1 0 2015 EASTERN METAL SUPPLY, INC. .......<iT /� BERTHA HVTM ' IGEN /y Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDM MADE �/SH /J—1 = TILUIT TESTING & ENGINEERING COMPANY American Shutter $ySfBm$ W.N D6CfaP110N PATE DRAWN BY: M.L. •*= ASSOCIOtIOnI Inc. t OLA 11-192 4/13/15 DA7E: 4/13/15 z TATE OF 6355 N.w.36th SL,5b.305,VIRGINIA GMROENS.FLORIDA 331 Ph°Re:(305)871-1530.Fm:(305)871-1531 4268 Westroods 04ve 2 DRAWING No '• 'ORIDP 4�: e- il: West Palm Beach. FL 33407 3 15-085 llip. AA1� � ``\ WALTER® TIWr78r.P.E. 4 E.�A4 Nltlrtil(i 4�"RE/DATE FLORIDA uc 14416 c SHEET OF 20 1 �©�® • ( 1JERAL LIMRATIONS AND CONDITIONS OF USE FOR BERTHA n W SIADE ACCORDION SHUM SYSTEM WORICING IN ( (� UNISON WITH HV WINDOW SLADE TAT Y" Y Y 1.MAX.A.S.D.DESIGN PREMRE RATING:+110.- 110 Par. 2.MM SHUTTER SPAM 99' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL.AS MOUNTINGS M.0.T,U&W ON SHEETS 16& 17. z Q�q-+� ONLRYAyCE�NIFRl[ATES 11 2�1®TBOTFi W/PP.of OR,ARE Wl_WIED WffH'tn1 O m®m r 5 •(55)MUST BE INCCUIDED'D ONLY AT D(E aERI R ACCESS S�O OPPO';ING 16 m cOITERIAA=. • , TIP.EA END s.W IN WINDOW BLADE 1 SHALL ONLY ALLOW A LIA)D/AUM OF 5 OPENINGS (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS (B)WN.CLEMANCE TOP R BOTTOM EDGE OF HV WINDOW BLADE® ALLOWED AT HV vDi • s OF ANY 3�0 HOLE EDR SHALL BE 12'. WINDOW BLADE® (C)FIRST OR BLADE COMING OUT FROM STARIERS AT ENDS MAY BE HV WINDOW BLADE � Nr (D)HV WINDOW BLADE®MUSE BE IIS1;D ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHum3es WIDTH. (�c TEs SHALL ALWANS DE INSTALLED ADJACENT TO A SOLID W •j ,, ¢g3 BLADE 1 AT ETHER SIDE OF THEM. a� (F)POLYCARBONATE HV WINDOW®SENLL BE INSTALLED SO TFX TABS FACE SEE ENDECT THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW CEJ MUST BE CONNECTION �c Q ONLY INSTALLED AND LOCIED USING A HV SETTING TOOL PROVIDED BY ASS& DETAILS ON SHEETS 10&18 ;ffi,&'�i INC. FULL HEIG.. E'4351 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z_ 1 &2 ABOVE). C � 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE.OR CONCRETE BLOCK WALL R SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOYJ. B.MINIMUM SEPARATION 7D GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN FR REQUIREMENTS) � D H TYP TO &BOTTOM WIND ZONE MINIMUM SEPARATION TO GLASS MJMITEO WID 1 TH UI 3 1' ELEVATION MN.SEPARAMON TO CL4SS EXISTING GLASS - AND THIS SHEET FOR — _—_____1- _—_____________ 5 A 1 1 \\ TYP. T \ 4 1 P. S 2 OR L MITERNATES AND W/O (SEE NOTE 4 ABOVE) PLANI TYPICAL HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CIA SHUTTER* Z��--- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AINT%<4'N",, O 2015 EASTERN ACETAL SUPPLY, INC. �cE. BERTHA HVTM /� A S S A Accordion Shutter System K�.MAX , Wi DR Wio KV.W, Y MADE American Shutter Systems E. DESCRIPTION DATE DRAWN En: MJ • �/ /�� :.�.= TIWT TESTING & ENGINEERING COMPANY STATE nF - &-S5-.KW.3M.SL,Me.Sas,vIN A GMmE1a5.FLOT�A 3316, Association. Inc. 1 OLD 11-192 4/13/15 wTE: 4/13/15 y. :(305)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No ��OH•• F�ORIOP k .� a-naR 6xewHiooN.eom West Palm Beach, FL 33407 3 F K; ®-0006,9 4 15-085 c,1s%••.....•w`G\ `� WALTER A TLLrr Jr.P.E. P.E�7j3614 1")fIC`E/DATE FLORIDA Le.p 441fi7 6 SHEET OF 20 6-x 1 1/2-x D.o35-THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.000'Mo.. Yin.ASTM A-653 GME' 4in. STEEL 40 I STUDS -0.083 • M&�STUDS ATw 43b INTO METAL STUD WALLS 16*Oc. 0 6'D.C. 40 41 1/2- .475 1/-4"o NOMINAL W a GENERAL LIMI QNS AND CONS OF USE ALUMINUM SLEEVE (I 3/41x 6 1/4%0.03V THICK W.. Z(� 43a 12 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY CONT.GALV STESL TRACK a 6"D.C. ;E SYSTEM INSTALLATION TO METAL STUD WALLS A M 0- OC_ I A-653 GRADE 40 Min. SEPARATION TO GLASS SCHEDULE 3 000' GALVIN1EPooANIZED FASTENED TO STUDS T_� 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) (2)#60/2'RX SCREWS ON SO FINISH 1 2. MAX: SHUTTER SPAN: 84- MINIMUM R&EXTEROR FACE AS APPLICABLE WIND ZONE ASTM E-1996 EXISTING GLSEPARATION 17.7+ It MIN.SEPARATION D MOUNTING:(��ON THIS SHEET. ASS TO CLASS 3. ALLOWED TO GLASS (SEE SCHEDULE) " 1/47-0-20W BOLT ') 4. ONLY -ENTERMATE 201 W/ 204 HV LOCK ARE ALLI THRU 3 1MUST PENETRATE WITH --- 1N A SYMMETRICAL LAYOUT. USE 0 -(2)n.35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/47.6 1/47.0.035-THICK hflti EXIONG FINISH f INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OFr-1.373' caNr-GALV.STEEL TRACK CHANNEL AS APPLICABLE .250*- 050" A-653 GRADE 40 Lr..G-60 CENTERMATE. Jp GAWANIZED FASTENED TO SIDS �T_ (2)06.1/e TIEK SCREWS ON UG OR&EXTERIOR FACE I9 6'D.C. 0 fof 1/,-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI 1/4"0 ELCO coNsTRugnom W /2' 12 CENTERMATE@APPucAnDN WITH BLADE 1j) PRODUCTS FAR-LOK HD 1 1/2.0-015'THICK .... ... 43b Min.A.'A-.�, RAGE 0 6" O.C. COMPONENTS MI.. 'EL I " G-60 GALV SIl .El. DS 16'D.C. in. S WALL HEADER/SILL INSTALLATIONEXIII NG FINISH AS APPLICABLE SCALE: 3/8"= I' V4 T(TYP.TOP&BOTTOM) -z — L 4'&6I/4.0.035-THICK Wri. OM. LV.STEELTRACKTANNE.EXISTING GLASS I- AS1J A-653 GRADE OiG-60 S MMETE CAL 7, �MIN. S N INTERIOREXTERIOR FACE 43a 436 1: LASS 2" CENTERMATES-Y 1 1 "CENTERMATES W/ roc (SEE SCHEDU M !'-.EXTERIOR ACCESS SIDE:,'i ACCESS SIDE: 6"(TYP.) IN 3 L IN] "Min.) -----—--- 2)42 21LOCAil U AT 12 HV HE&QDER/Sl ENDS VIEW Y 4 12 (6"Min-) SIDE CONNECTION TO TRACK 1 1/4'(Typ.)---16 1 —6 1/2-MA)f_SLACK (Cont.) /2"(Typ.) Y —Y EVA ByI3 BLADE SLACK QEIALL�VE jLVC FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone: 0 2015 EASTERN METAL SUPPLY,INC* T11 BERTHA HVTm Accordion Shutter System A.&S.A. FLV.RAM#1 W/OR W/o RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.?w DESCRWTIDN RATE DRAWN By'. MwL ATE n;: em N.W.36M.SL,St.305,VIRGINIA GARDENS,�RDA 331 Association. Inc. I OLD 11-192 4/13/15 TATE 4/13/15 Phme:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 —DRAWING No ­0:tat—ft. West Palm Beach, FL 33407 3 -00067 9 ... ....... EBWALTER A.TLLrr&.P.E. 4 15-085 FLORIDA UC.0 44167 5 SHEET . ..... 6 20 OF 20