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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Ift usiness1 _ S \ • e 0. Y ® .... ..yam nodda Departments BCIS Home .1 Log In I user Registration Hot Topics Submit Surcharge i Stats&Facts i Publications FBC Staff { BCIS Site Map Links Search Busines (� Professi nalagi usER:Publics UPseeroval Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail • FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i-1 ,,y��r99q Product Manufacturer 'File COPY American Shutter Systems Association,Inc. Address/Phone/Email t� 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE M Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdF 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 http://www.floridabuilding.or,g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/10/2015 Florida Building Code Online Page 2 of 2 J Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.Pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8.AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8::II A.S.S.A.'INC. DRWG.15-084.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.Ddf 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 F.ext 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: ® © eChK M sccuritymu:t cacti http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/10/2015 'in.) SCHEDULE FORA GNEN MsY SHIM SPAIN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES �FOR fflftf RESPONDING i«MINIIN0 TYE 1)R CONCRETE 1Y IT INWWA IA_31ONS MMNGS E.0.&H ON SHEETS e Q 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCI E (A) TO DUSTING POURED CONCRETE(Min.1'c-3 ke) LING MOUNTINGHQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.1'c=3 ksi) ANCHORS SPACING LEGEND - 1/4'0x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISM13UTED BY ALL POINT'S SCREW.BOLT&SPECIALTY COMPANY.(Min.Ac-3 ksl) OCAS 885111E ROM ) OF9R11✓ECANE PI6SAWIE RUING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Vc=2 kei) 75 90 120 1601205130 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 9 8 '8 8 8 14 12 10 9 6 8 6 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. THREADFOT01 TECHNOLOGY 9 8 8 6 8 14 12 10 9 8 6 6 6 (MIO.Pc=3 ksi� - 9 8 8 B B 14 12 10 9 8 8 6 5 ALL POINTS SOLO-SET 9 8 B B 10 114 12 10 s ­s_8 6 6 BLUE TAP-W/CAP NOTES: 9 8 8 .8 1 6 1114 12 10 9 8 B 6 5 TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 98 B 6 6 14 12 10 9 8 8 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/GAP ANCHORS IS 1 1/27. 9 8 8 6 14.5 114 12 10 9 8 6 1 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOUD-SET ANCHORS SHALL Et 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 9 .8 1 a 8 1&5li4 12 10 9 6 8 6 45 INTO STUCCO SHAD_BE PERMITTED. 1/44-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 9 6 1 8 8 1 6 114 12 10 s B, 7 5.5 4 4 SEE LJAMDNS OF USE FOR 1'MINIMUM FOR WAUS WITH NO STUCCO. 9 8 8 6 15.5114 .12 10 9 8 B fi 4S BLADE DN SHEET 19 9 8 65. S 1&5114 12 10 8 8.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOSTHNG WALL OR FLOOR 9 a 8 6 14.5114 12 10 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 9 8 7S 5.51 4 114 12 10 9 8 8 45 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 9 8 8 6 1 5 114 12 10 9 8 651'5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. BS 7 SS 4 3 14 12 B 8.5 SS 4 3 9 8 65 5 75 14 12 10 115 8 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 9 8 65 4.5 1&5 114 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER. 9 8 7 S 1 4 114 12 10 9 75 55 4 3 -1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 75 6 45 3.5 -114 10.5 7 55 4.5 35 - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 9 75 55 4 1- 14 12 9 7 75 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 9 7.5 55 4 1-114 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORED VENDOR REGISTERED WITH ME AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC- 9 8 6 4 1-114 12 10 8 6S 5 3.5 - NOTES: 65 55 4 3 1-112.5!__56 5 4 3 - - - B.1)MINIMUM EMBEDMENT INFO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 8 65 6 - I-114 12 8 6 83 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 8 65 6 -114 12 8 6.6 S 4 9 75 4.5 - I-114 12 a.6 7 55 4 - - 92)MINIMUM EMBEDMENT OF 1/44 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 53' S 3S - - 11 8 55 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 7 55 4 -I-114.10.5 7 5.5 6 4.5 - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 7 6. 45 - I-114 11 7 55 45 3,5 8-6.5 5 - I-114 12 8 1 B 5 1 4 - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 5 4 3 - I-110 75 5 1 4 3 1- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 6 5 4 - I-112.5 85 6 1 5 4 1 4 NOTES B.1)&B2)ABOVE.FOR NSTALLA71ONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THUS ENGINEER. 8S 55 4 -113 10 6.51 5 4 1 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 7 6 45 - -114 IDS'7 5.6 45 35 - 45 4 1 3 9 7 4.513.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATTONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 55 45 - - -M 15 85 5.514.5 3.751- I- - 6 5. - -112 9 6 4.5 4 1- _ _ (D) SEE SCHEDULE BELOW'FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 6.5 55 - -113 10 6- 5 4 - ED G$ DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 4 3S - - -1 8 B 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 5 4 1- - O_S 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 55 45 - -III BS 55 4S 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 6 5 - -112 9 6 4.5 4 FACTOR 45 4 - - - 9s Si s 4 - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP _ _ _ TAPCON WITH Af)V/WCm ACTUAL TAPPER + 5 - - - - u5 75 5 4 - - - - 1 V BLADE 0 DICTANCE 1HREADFORM TECHNOLOGY MIN.SPACING 55 - - - 11 BS 55 4S - - - - E.D. MIN.SPACING-3' MN.SPACING a 3' MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4' 15 4s - - - - e es 3.5 45 ' - _ _ _ HV LAD PO�NDSRECOTEN BLOCK & C E e2 P01roNc°RECONCRETE & P CONCRETE CONCRETE °j M°µ eBUICK z Ilr - - - - - 95 7 45 - - - - _ V WINDOW Mel E11=s TSR En-3 t ISN Fb.3 - - - - 0.5 a 5 - - - - - BLADE WORKING 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 - 6s 63 - _ _ _ _ !N UNISON ♦ 2 1/2' - 0.81 1.0 - - 0.67 1.0 8S B 4 - - - - - 2' - 0.71 - 1 - 0.51 - - - 9 a5 4.5 - - - - - 1 3/4' - 091 - - - 0.43 - - - _ 0.35 - - - - am - - - - e 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TILL/'''.,, ©2015 EASTERN METAL SUPPLY, INC. �``���G ENS�c TJ� sBERTHA HVTM /7 A.S.S.A.S■S■A■ Accordion Shutter System 1 L ECO Ri 1:. H v MADE#1 w/OR w/o H.V.WINDOW®aDE I:• � TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: N.L SPATE OF �` 6355 N.W.36M SL,Sie.305,1ARGIMA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-19z a/t3/15 DATE 4/13/16 Phone (WS)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No 0,��•., DR .•���`\\c e-mD®r�0 00 1- West Palm Beach, FL 33407 3 15-085 WALTER A TILlTT Jr.P.E. 4 P.E.'A�' ' f��VATURE/DATE FLORIDA L`p x1167 6 S 13 OF 20 ANCHOR* SPACING (I0,) §CHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ILNG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCI$ INSTALLATIONS (SEE MOUNTINGS L J.K&L ON SHOT 7) W=CONCREFE POURED.CO CONCREIE'BLDOC AWCHORS SPACING LEGEND N' QJ RAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING 9 06MJ71¢WW f1�llliE RANG 0 061071✓WK PRISM MW DMM MOM PRWX WING TAPCON V WITH ADVANCED ANCED r 205 30 140 160 75 190 1261160 205 30 140 160 75 9011201160120 30 40 1 SO 175 190 1120'160 205 THREADFORM TECHNOLOGY 6 12 12 12 112 112 11.5&5 16,.5 7 17 17 7 7 1 7 1 7 15.5 s 5 15 15 15 1 s 5 5 ALL POINTS SOLID-SET 6 12 112 12 112 112 12 95 7 7 17 1 7 7 7 17 1 7 1 7 5 5 5 15 1 6 1 5 5 5 BLUE TAP 8 12 12 12 12 05 8 8 45 7 7 '7 7 7 7 7 6S 5 5 5 5 5 5 5 5 8 12 12 12 12 12 to 7S 9 7 7 7 7 7 7 7 7 5 5 s1 r1 5 1 5 5 5 TAPPER+ 6 12 12 12 12 PI.5 S5 6.5 5 17 17 1 7 7 7 1 7 15.514. 5 8 5 1 5 1 5 5 6 12 12 12 12 112 93 7 5,517 17 1 7 7 7 1 7 1 7 1 7 5 8 5 15 1 5 5 5 5 6 12 12 12 9.5 1 8 6 4.5 3.517 17 1 7 7 7 1 7 16.51 5 15 5 6 1 5 5 5 5 5 8 12 12 12 12 110 7.5 55 4 17 1 7 1 7 7 7 1 7 17 15.515 5 5 1 5 5 5 5 5 6 12 12 12 11 19 7 8 4 7 7 7 7 7 5S 4 3 5 5. 6 5 5 5 4 3 6 12 12 12 12 10 75 SS 4 7 7 7 7 7 7 7 7 8 5 8 5 5 8 12 12 95 75 6 45 35 - 7 7 7 7 7 7 5 35 8 5 S 5 5 5 5 4 6 12 12 12 95 8 6 4S - 7 7 7 7 7 7 5.5 4 S 5 5 5 5 5 5 4 * SEE ANCHOR 6 12 12 1S 9 75 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 6 8 5 45 35 - SPECIFICATIONS B 12 12 12 10 S B 4.5 3S 7 7 7 7 7 7 7 7 5 5 s. 5 5 5 5 5 ON SHEEP 13 6 12 12 S 6 5 4 3 7 7 7 7 7 55 4 S 5 S 5 5 5 4 3 8 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 8 8 5 6 'S 5 4S - 6 12 12 10 8 0.,5 5 35 - 7 7 7 05 SS 4 8 5 S 5 5 4 3 8 12 12 12 B.5 7 8 4 3 7 7 7 7 7 7 7 8 5 S 5 b 5 6 5 8 B 12 10 6.5 .1 6 4.5 3' 7 7 7 7 16.5 5. 7 5 5 5 6 15 15 3.5 3 6 12 12 85 7 55 4 - - 7 7 7 7 7 5 - s s 5 5 s 5 4 - 0 VAUD ONLY FOR UP TO +70, -75 - 12 12 65 7 55 4 3 - 7 7 7 55 4.5 3 - - s s s s 45 S.s - PSF A.S.D DESIGN PRESSURE 12 12 105 7-5 6 4S 3.5 - 7 7 7 7 7 7 7 4 5 @ 5' S 5 5 s 5 RATING & FOR SPANS PER 129 6 4.5 4 3 - - 7 7 7 7 53 4 - - s s 5. s s 4 3 SCHEDULE #3, SHEET 11 12 It 7_5 7 7 7.6 6 43 - 5 5 6 S S 45 - - 12 11.5 7.5 8 5 3.5 - 7 7 65 5 4 5 8 8 5 4 3 - 12 12 95 65 55 4 3 7 7 7 7 7 7 8 3 5 5 6 5 5 5 5 5 05 8 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 - 12 10 55 5 45 - 7 7 7 65 5.5 - 5 8 5 5 5 4 - .12 110.51 7 15.514.5 35 - 7 17 55 4.5 35 - S 5 1 5 14.5 33 - ' - 12 111 18.516 15 35 - 7 1 7 17 7 7 7 43 - 5 5 1 5 15 15 5 5 45 - 9S 7 43 35 1 3 7 17 17 5.5 45 - 5 8 S 5 4.5 35 - - 12 9 6 5 4 7 17 7 8 8 5 5 14.5 s - 12 95 6 8 4 3 7 7 5 4 3 5 5 5 1 4 3.5 - 12 10 7 55 45 35 - - 7 1 7 7 7 7 7 35 - 5 55 5 5 S '5 4 _ 6563 4 3 _ _ _ 7 7 8 6 4 - - - 5 5 6 5 . 3 - HV BLADE ONLY - 11 B 55 4 4 - - - - 7 7 7 55 465 - - - S 5 6 5 45 - - - iS BS SS 4.6 3.5 - 7 7 4.9 3S - 5 8 4S 3S 3 12 93 05 5 4 3 7 7 7 7 7 8 3 5 8 5 5 5 5 4S 3S S 6 4 37 7 SS 45 3.5 10 7S 5 4 - - 7 7 6 5 5 5 5 5 4 05 8 5 4 35 - 7 6.5 45 3.5 - - _ 5 5 45 35 3 11.518.5 B 14.513.5 3 7 7 7 7 7 4.51- 5 5 S 5 S 5 4S 3S 7 I&S 3.5 13 - 7 7 5 4 3 5 8 8 4 3 - 9 7 4S 75 - - - - 7 7 65 45 - - - - is 5 5 10 7.5 S 4 3 7 6 4 3 5 S 4 3 OS 8 5.51 4 13.5 - 7 17 7 7 7 4 15 5 5 5 5 8 4 3 6.5 S 3 7 17 5 3S - 5 5 5 4 Ss. 6S 4 7 7 5 4 5 5 5 4 9 L 4.5 3.53 7 b5 35 - 5, 5 35 3 10 7,6 8 4 3 7 7 7 7 7 35 - 5 5 5 5 5 5 4 3 B 45 3 7 7 4S 3 5 5 45 35 - 8 6 4 7 7 5 5 5 5 4 85 6S 4 3S - - _ - 7 5.5 3.5 - - _ _ _ 5 5 35 95 7 45 35 3 - - - 7 7 7 7 6 3 8 9 5 6 5 4.5 33 - 8 4.5 3 7 65 4 8 8 4 3S 75 55 75 -. _- ____ 7._.7.KS __.. _. _ ___..8_..6._4:8..- _ _ _ ____....... .___.... _-.__..______.._.-__ __...._.___ _ _ - ___ __ __ _ _ - FLORIDA BUILDING CODE-(Non High Yeloc�Hurnc'ne Zone 5�\\\\\ R A. �, /4 O 2015 EASTERN METAL SUPPLY,INC. Q�AE,...... BERTHA HVTM A S S A Accordion Shutter System 1101 E.1O ,Nc. T. T. ■ H,V.RADE#1 W/OR W/0 KV.WINDTAN MADE 7tll�l5 American Shutter Systems TILLTT TESTING & ENGINEERING COMPANY Inc. ev N DESCRIPTION N DATE VATS: 9r: M.L. ��••• STATE OF .' 6355 N.W.36th.st•sta.307.vu=tA GN91ev5.FLORIDA 3318 Association, cI OLD t 1-t52 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fw:(305)871-1531 4268 Westroods Drive 2 DRAWING No o-mee:ttlteco00oLcom West Palm Beach, FL 33407 3 �4, s•'•••... ..•••�\`�\� EB-9006719 4 15-085 FLORIDAOU�s 44,6E 5 SHEET P.E. SEAL/ 1(INAitUI /DATE s 14 OF 20 MAXIMUhA ASD DESIGN PRESSURE RATING (nuc f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (L,� SCHEDULE FOR A SAN MAX. SH LR SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). 2s� U B TRATE 50 PIE No. SPRUCE PINE SPRUCE PINE 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W/MtN.G=0.55, FIR NORTH FIR SOUTH / MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD- MIN G 0.50 W/ W/ MIN. G=0.43 W 'MIN. G=0.36 CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNONGS W & X M, N, O & R W & X M, N, 0 & R W & X P &'0 S &V S &V S&V D D90I W ME RETE ROB W R9trN Rim.E fiBTw(IdiL=M9nGWEFWMRMM kzwnn=pMw=w LSftMw0MffM%wMw nmammm3mmem mmmmmpowomw MM=w=KMffiwM OSGI 10"pnK ROLE w D 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 05[12 40 60 75 90 OS 30 40 50 75 90 05 30 40 6075 90 05 30 40 60 75 90 105 1,30 40 60175 90 105130 40 160175 90 OS i 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 72 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 16 6 6 6 6 12 10 10 9 8 B 6 8 6 6 6 6 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 12 12 12 12 i 6 6 6 6 5.5 12 10 10 9 818 6 6 6 6 6 5 10. 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12. 12 12 12 12 12 L2 12 12 12 12 12 12 12 12 0.5 1 6 8 6 5.5 4.5 12 70 10 9 815 6 8 6 .5 5 4.5 .10 10 9 6 3.5 8 8 8 6 5. 4.5 6 5 4 4 3.5_-_12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 10 8.5 6 6 .54$ .4 12 10 10 9 5 3 6 6 6 5 4 .510 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 t2 0. 12 12 12 0.58.57.5 1 6 6 5 4 .5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 10 10488 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 1.5 9 7S 6S6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5S 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - B B 4 .5 3 - B 5 - - - - 12 12'12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 I 6 4.5- - - 12 10 4S- ^ - 6 5.5 3.5- - - 12 10 - - - _ 6 .5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 95 B 7 12 12 8 6.5 5.5 4S i 6. 4 - - 12 70 2.5 5 3.5- - - 12 10 - - - - 8 5 3.5- - - 6 5 - - - - 12 12 12 i. 9.5 8 12 12 11 8.5 7 8 12 1. 7.5 6 5 4. 6 - - - 12 220- 4,5 - - - 12 .5 - - - 8 .5 - - - - 6 4.5 - - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 SS 12 0.5 7 S 5 4.5 4 12 7 - - .5 4.5 - - 12 7 - - .5 4.5 - - - 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 .5 6 4S 72 9.5 6.5 5 4 3 12 _ _ _ _ _ 5 _ _ - _ 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 .5 5 12 12 8.5 7 6 4 12 9 6 5 4 - - 12 - - 5 - 1.5- - 5 12 12 0. eS 6.5 4 12 12 8 6.5 { n HV BLADE OR Cl) HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* •SEE U A710N5 OF USE FOR MADE ONS&19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. VAU.,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUASTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na 2 W/C=6S5(N.DS) ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/GM.50(N.DS.) I SHEETS 16&17. -SPRUCE PINE FR NORM W/0-0.43(N.D.S.) WE 2 BROW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS.) -MIN.1/2-CDX PLYWOOD(1986 APA) 4OLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF PER NDS 2012 SPECMCAMONS. 4.ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MID SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ---------.--------------------------.-------___.__----------------.___.-- --____--- -... -------- --FLORIDA-BUILDING-CODE(Non--High-Veloeity-Hurncane-Zone ----------- O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 11N11111111i"A A.S■S■A■ Accordion Shutter System H.V.R"#t W/OR W/O RV WNM MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV. DESCRIPTION DATE DRAWN BY: M.L • C 6355 N313th.5L.Sb.305,VIRGINIA GARDENS,FLORIDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 dam QA167 .W.* Phone:(305)871-1530.Fm:(30.5)871-1531 4268 Westrcads Drive 2 DRAWING No �. a Md:UNnco®aol.com West PDlrn Beach, FL 33407 3 ® oDD67,9 4 15-085 SjpjE OF 'Y(! WALTER A.TILLIT Jr.P.E. F}1L�` `RTE FLORIDA V.9 44167 5 SHEET E OF 20 J DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV:♦ BLADES AS APPLICABLE AX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1ONLY_SHALL BE LIMITED TO 105.0 120, AS.D.' DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 'ON OR S D DESIGN PRESSURE RATINQ FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON ITH ADVANCED RM TECHNOLOGY 1/4.0 TAPCON OR Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNO.LDGY HED AREA TO W/1 1/2•Min. PENETRATION OF THREADED AREA TO EXISTING �y 'IOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEEP 15) I m�(� 1 OR l9' )ULE ON SHEET 15) a�, 1/4.0-20x3/4•SS. MACHINE ° SCHEDULE ON SHEEP I OR 1 I `18 ®12'I 0 C/ 1/4•-20 NUTS ~- ON SHEET 19 FOR 'Ll I x ®x \ 1•Min. EXISTING 1 RAMS O&QTg 1 x GLASS---1 1A 1 I I r WALL OR44 1 N �I-1-� FINISH I I N z a'1 LTJ f s o � �I�-0PTIONAL rir; WALL FINISH 1 OR EXISTING MIN. 1 OR ®� 1 zxa•wppo :' 1 HEADER REQUIRED tf"0 TAPCON OR TAPCON WITH ADVANCED 1 1 1 Mi. PENETRATION TECHNOLOGY W/1 1/2• I Min. PENETRATION AOF D THREE OED AREA TO 9 MIN.SEPARATION TO GLASS I I EXISTING WOOD HEASHE EXISTINGLAS-•I—(SEE SCHEDULE ON SHEET 11) I (SEE SCHEDULE ON SHEEP 15) 2•x4'CONT.SILL PLATE REO•D. ON HV WALL HEA09R INSTALLATION OOHV WALL SILL INST LLATION I I iTALLATION u ° 1 1 I MIN.SEPARATION TO GLASS 1 MIN.SEPARATION TO GLlS$ I (SEE SCHEDULE ON*HEFT 11) EXISTING /1-_(�SCHEDULE ON SHEET 11) 1 EXISTING 1 GL/SS� 0 o GLASS---1 '<•:.` • ` 1 1A / S.S. MACHINE SCREWS 1/40-20x3/•S.S. USING 1/4•-20 NUTS MACHINE SCREWS W/1 -R-31.�"Z ® 12.D.C.121/4-20 NUTS I I \ O.C. OR® I ° i'trk.• 1 aR 1® 1 OR 1 I.E 13 OR 27x4'CONT. WOOD PLATE I {r REQ'D. a 1•Min. •i: 1/4"0 TAPOON OR TAPCON WITH ADVANCED OR 9 THREADFORM TECHNOLOGY W/1 1/2• Z"x4•CONT. Min. PENETRATION OF THREADED AREA TO SILL PLATE - EX3STING WOOD HEADER. OR TAPCON WITH ADVANCED 1/4'0 TAPCON OR bQj1=: REO:D. (SEE SCHEDULE ON SHEET 75) TECHNOLOGY W/1/2• TAPCQN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH 7N OF THREADED AREA INTO PLYWOOD 1/2 MIN.CD0 THREADFORM TECHNOLOGY SHUTTER ASSEMBLY_ ON SHEET 15) EXISTING MIN.2"x4• PLYWOOD REO'D. W/1/2•Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16.O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO DOD REQ'D. REQ'D.PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY NSTALLATION. R�HV WALL SILL INSTALLATION MAX.REQ'D. ATTACHED TO STUDS IN J ACCORDANCE ACCORDANCE WITH ®HV WALL SILL INUALLATION ♦SEE UMgnONS OF LICE OF BECTON 2308 IT THE I� U ____BLADE. .ON_SHEfT_19-___.__— v�• fCORIDA�BUIfDING-"CODE(Non Nlyff-Velo—city Hur—rica�one ---------`----- B 2015 EASTERN METAL SUPPLY, INC. ;IIIJ11,%%,,, BERTHA HVTM A.S.S.A. Accordion Shutter System H.V. RAVE#1 W/OR W/0 KV. WINDOW BLADE TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems RCY.N 'DESCRIFnON DATE DRAWN el: M.L. 6755 N.W.36th.St.Ste,JOS,vtt2cNIA GARDENS.FLORIDA 337 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 'O Phone (305)871-1530(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING NO e-mob:tutecocool— West Palm Beach, FL 33407 3 15-085 y p F� P k.��` EB-0006719 4 ,c'.. ORID '4 C�.� waTEx A Harr a�.P.E P.Ew�i FLORIDA U..9 44167 5 SHEET Nlyil DATE s . 16 OF 20 D INSTALLATIONS 0) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS rx4•WK WOOD STUDS REOb. 214•WN.wow TRPOON STUDS REWD. - rx4'IRR. R O r O.C. WOOD S VDS \ / (AS APPLICABLE) u L INTO \ / OR W/YOL \ / 130RA1wN I % / FINISH r Coo )D IF Np ET. EDGSRNO GV6S �fDOSIING GLASS -I / EXISIING GLASS im \ ,/2•UKcox Lot SOVAUMN R � / \ �T I LINK. jL YWOO�D 9O®UIE 7D t t/2TDGLASSM •YIN.wx TO OASS(SFE 1/I6'xY 11 FOt MADE O" .;^- :?! SQlDl1E ON SIEF PLYND00. . " saEnAE w sm (EDutlu ate + t/z•moo. aA�me® WALL ON�IR� +/2' +a+ Ls FFOR BLADE�ma+D P1ATE.(LOCATE 1/2 FINISH �'�®�® I 9A1S mW[� A7 LDIHFR E 1 N OF 4�) I USE t'IR Y 11AX U.S. �IOx1/2•SYS _-- W NA�FW ANC - DIB ¢ ((t)/10x1/2'SJLS.ro a t Wt/+•x vxaas ro 4 9YD.Ar 1•al R SLI DETAIL X FO ♦ OF•) 1 OR®• SHDE CCN+ECDON 1 OR SFE DETAIL X FOR • 10 1FACNS SEE DETAIL X FOR ro TRACKS 1 OR® SDE CONNECLION SRE CONNECUON ®-p-©•OT-WO'®•®- ro TRAM �•®.©,Q�-®,®. END CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECZION DETAIL F%LSRNG • REQUIRED O1%1 FDR SPANS GREATER THAN tX-O_ /-CLASS APONN ANCHORS 1 4'•TAP ANg10 h /2'AFL / W/1 f/2•Yw. ois the sHs. Dwx o Ir D.C. PENETRATION o+Y oa A SEPARVION m MASS 4 ♦ SEE LIM ATIONS OF USE FOR 1/2 MEN. 5o&EARE ON S-w 4 —E 1g ON SHEET 19 it FOR MADE(DFFD 5 ON SHEET D FOR m ----- V 1 2_YIN, _---- - -- ©OR@OR(90R(@ IA 1@L -- 1QOR ♦ 4 OR®OROR It e+nLF.FINISH 2'x4'INN.1Fo00 ti Wµ1. d®-V- -\^l"ti.Y'•®- ©OR®OR®OR� yJ�Y STUDS R9'D. WILL •IID.®.®x®.®- PIAN WO®-®®•®® DETAIL X IL © END CONNECTION DETAIL 12 FCDRIDA BUILDING CODE ori- igF.- u�ncane elocity - one -------- 1111//III_ 2015 EASTERN METAL SUPPLY, INC. Rc �4iTBERTHA HVTM EN L E C O �Nc. A■S■S■A. Accordion Shutter System H.V.BLADE#1 W/OR W/O H.Y.NiNOW BLADE s �TATE TILUT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY. M.L TATE�F *_ 055 N.W.36th.St,Sto.305,VIRGINIA GARDENS,1t 1 7616 Association, Inc. 1 OLD 11-192 4/13/15 DALE 4/13/15 D'• F Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads 04ve z DRAWING No (pRlpp. `c�� —.0:tateoo®aa1— West Palm Beach, FL 33407 3 15--085 �j�,ssi•••...... r\���`� WALTER A00TuiffJr.P.E. 4 FLCRDA U.&44167 5 SHEET P. 3&A�`�URE/DATE 6 IS OF 20 -LJ"'•`l"•©'"@J f GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA � � A (j�W BLADE ACCORDION SHLI Tfft SYSTEM WORKING IN G ®«® M� p 0 l i y {u}� UNISON WITH W WINDOW BLADE(I$- I. $-t.MAX A.S.D.DESIGN PRESSURE RAMNG+110,- 110 P4.r. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS C 7;AS WELL.AS (}UOUNTINGS M.O,T.YUN&&W ON SHEETS 166& 17. NLY g0 5 L7AT DMICR ACCESS SIDE OF �YO RRl. C MUST BE INCLUDED ONL I'10 TNG AVE11111 CASEEOF OPPOSING C. • • ♦ • • • ° s • S.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAMMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACJNGS SHOWN ON SHEET 4. • • ♦ J • • • s s s • (B)AIN.CLEARANCE FRIDA TOP OR BOTTOM EDGE OF HV WINDOW SLADE r OF ANY 3.0 HOLE FOR SHALL BE 12'. (C)FIRST.OR L,5kTT BLADE COMING OUT FROM STARTERS AT ENDS KAY BE HV WINDOW BLADE IS (D)FN WINDOW BADE iO MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. ♦ • • J ¢_¢ a a • nu • • • (E�C TES SF1AL1 ALWAYS BE INSTALLED ADIACENT TO A SOLID IN r &,9x BLADE 1 AT OTHER SIDE OF THEM.. - ED SO r• • • ♦ § Q • a • a s POLYCARBONATE PBAFACE E INTERIOR OF TH PIMNG BEINGROTECTED.FN WINDOW MST BE ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PROVIDED BY ASSA, oi �� INC. 3� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED GOINCREZE-OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY klw SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) q B.MINIMUM SEPARATION 70 GLASS,SCHEDULE,PER ASTM E-1996: H TYP TOP&BOTTOM YA oR®00.11;) ZD WIND ZONE MINIMUM SEPARATION TO GLASS UNLIMITED WID ��//�� 1 THRU 3 1' ELEVATION MN.SEPARATION To GLASS F7tISDNG GLAS - SEE SU®lAE ON SLEET 11 FOR BLADES 4 Im. _------- -------- mss.--_- — ---_- AND ON THIS SHEET FOR®LADES0S ' \ T \ 4 AND MAR W%2 OR®CEWTERMAlES�® IW 0 (SEE NOTE 4 ABOVE PLAN \� 4 5 / '. BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* FLORIDA BUILDING CODE Non High Velocity Hurricane Zone AAAAAAIIIIIIIIIIII////A' m 2015 EASTERN ACETAL SUPPLY, INC. BERTHA HVTm _ A S S A Accordion Shutter System ■ ECO 1 N c. ■ ■ ■ KV. RADE#1 W/OR W/O FAV.WINDOW BLADE TLLUT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.H DESCRIFDON DATE DRAWN BY. rat. ; sass KIN.36N.SL.Ste.3w,VIRGINIA OADDETIS,RAFDM 331 Association. Inc. 1 OLD 11-192 4/13/15 DATE-. 4/13/15 STATE pF Y 4268 Westroods Drive 2(305)871-1530.Fax:(305)871-1531 O'•, F �4 DRAWING No �pRiOp �� e-ma®4-��19.cwn West PDim Beach, Fl. 33407 s .......NGS WALTER A.MLLFT Jr.P.E 4 15-085 P.E��A$&gQ ,�1 (d�LITZ�E/DATE FLORIDA U.#44167 5 SHEET 6 19 OF 90 INSTALLATIONS W1 OD HV BLADE & HV CENTERMATES �/ -�2•DDo-Max. 436 INTO METAL STUD WALLS * eFl�i 083" L ®6•o.c. 40 41 o oa• . +/z' �• 3 ,� 3® t/4"a NOMINAL GENERAL S AN CONDITIONS O US ALUMINUM SLEEVE 43o N FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 12 SYSTEM INSTALLATION TO METAL STUD WALLS o SEPARATION TO GLASS SCHEDULE N 3.000• FINISH 39 �� � � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) . Mak LAeLE N 2. MAX: SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3a LENGTH+ 1" ASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS Ass EDuLE) 4 N 1 THRU 3 1- 43 1 J4"0-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c i" WffH 21 ARRANGED A S METRICAL LAYOUT. 0' USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' NG FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF +-373" 'PUCASLE 1I �� CENTERMATE. EDI 250• I- .05o• a In 0 6•O.C. N 1/4"0-20 THREADS i� 8 BLADE SLACK DETAIL HVF IS ALSO VAIJD FOR ® 1/4"0 ELCO CONSTRUCTION +/2' 12 CENTERMATE @APPLICATION WITH BLADE 10 PLODUCrTS FAB-LOK HD 43b _ ® 6• O.C. COMPONENTS MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE:3/8•= 1• (Tw.TOP BOTTOM) _— — — —— — ————————— —— 1 3/4'x 6 1/4"x 0.035'THICK Min. ZEXISDNG GLASS ONT.GALV.STEEL TRACK CHANNEL, - - - - - - - - • A 653 GRADE 40 Min.G-60 :.::.:: ..'.: .. _ _ GNVANIZED FASTENED TO STUDS SYMMETRYCAL ° ':_ ' SYMMETRYCAL `:` w/(z)86x1/z-TE3c scREws ON I I.•. I MIN.SEPARATIONj,VAR1E5.; I:::� i ::•I 1 :CENTERMATES W/: Gv1ss INTERIOR EXTERIOR FACE :.:;•: y+ , CENTERMATES W/'' , ,:•.. ( I EXTERIOR ACCESS SIDE 'j I ... SIDE: I sEE scHE.. ,..; ,••,;�I T I'�::�:`•� :'�'•�11.=INTERIOR ACCESS �:�, ::•; ,,_'•:I 4 ---- - - -- -- —IN 3 (s•Min.) IN — ---- 4 ---- -==-- 2)42 t 2 + 21 2 21 LOCATED AT '12 -----�I ' - HV HEADER/SILL ENDS -= -- ----- --------- - - --- - -- VIEW Y 3 (6"Min.) 24 SIDE CONNECTION TO TRACK /2•(Typ.) 7' 7' � 8 1/2"MAX. SLACK 'k ------- --j ---BLADE-SLACK-DETAIL--HVE --HVe------- ----- - -- - FLORIDA BUILDING CObE(Non-High-Velocity Hurricane Zone ,`TMT++11T+T+TI/TZfi ®2015 EASTERN METAL SUPPLY, INC. ����•���ER A.TQ ��,•..... ■�■�■�■ BERTHA tS TM Accordion Shutterer System ILV MADE#1 W/OR W/o H.V.WINDOW MADE 71r ( 1 *= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N, DESCRLPRON Dale DRAWN Br: M.T. sass N.W.30th.5,..Ste.305,WMNIA GWENS,FLORIDA 3310 Association. Inc. 1 OLD 11-tee 4/13/16 DAZE 4/13/15 Phone:(305)871-+530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No 'k FLD IQti16r31 .wm West Palm Beach, FL 33407 3 •..R...•. G��.`��� WALTER A TIU1T Jr.P.E. 4 5_085 FLORP.E.�� Q /DATE10a u`'s 44167 6 SHEET OF 20