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HomeMy WebLinkAboutProduct Approval i I I I ,"'�' .� n r• � ."`--„”._T'"'.� 1 , � -ter - �,fb �� (� .1 FloilUa Qepartmentq BCIS1 Home j Log In i User Registration w Hot Topics Submit Surcharge ( Stats&Facts Publications I FBC Staff I SCIS Site Map Links ! Search Business Professirral = Product Approval USER:Public User Regulation Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail may: r ., FL# FL389 R8 Application Type Code Version 2014 Application Status A proved CI mments Aichived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative i Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion I i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 O Validation Checklist-Hardcopy Received I Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 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 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-086 odf positive ASD load and 13'-O"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'-1i"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 HZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085 odf Approved for use HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistan Yes Created by Independent Third Party:Yes Design Pressure: /A Evaluation Reports Other:Large missile el"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG 15-085 HV Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,W-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 HVSA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG 15-084 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-084 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 Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records,If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® cCAeik M Credit Card Safe GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE W 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 BASIC WIND SPEED 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.O.)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 77 THRU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SWILL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV BLADES Q& ATA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN 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.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT TOAD 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@ #0214.01-03,#0715.01-03.#1004.01-05,#1214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA.?, KV TaLAnK(1)AND HV WINDOW BLADEhAl 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 APPLICABLE) ---�. -HV WINDOW BLADE ®#0505.01-08 AS PER ASIA E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL :TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE@ AND WWINDOW BLADE ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 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#14.2.75"AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIFS CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 kA TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA EIV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM ETTTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 kni AND 35.7 Gsi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50078 WITH 50 W,MIN.YIELD STRENGTH AND 90 kei 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 ASI1A A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE @- 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 RV BLADE @&@ WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHIN 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 96'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE DR IN PART BY U.S.PATENT#5'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. , 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAT./CAULK AREA 3: HV WINDOW SWE a ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL 1N A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND RD WINDOW BLADE 'j ONLY CEMHV ERMATES AND ENGAGE OR LOCK ALL AND HD LOCKS. 11.SHUTTER MANUFACIUREWS LABEL SHALL BE LOCATED ON A READILY VL51BLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. Y 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,T.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 RESPONSIBILITY. (a)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(".RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHWA_SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D. SHALL STAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```.�``��,•(ER�•rTI�77j7i ©2015 EASTERN METAL SUPPLY,INC. L10EI ' vim. BERTHA H1 TM S A-7-C-0i I m,. Accordion Shutter System American Shutter Systems -H.V.-BADE-#1_W/-OR_W/0_H.V.WNDaW MADE ' Y DESCRIMON DATE DPAWN 9Y: 111- �T Tf =•�'= TILLIT TESTING & ENGINEERING COMPANY Association Inc. I OLD 11-192 4/f3/15 OF 6355 N.W.380,.SL.Sta,MT.M WKIA GW m.nuWA 331 . OAIE 4/13/75 (305)671-1530.Fax--(,305)871-1531 4268 Westroads Drive 2 DRAWING No a-mall:blHecoOool.cam West Polm Beach, FL 33407 a W-0000719 15=085 yip„ANAL WALTER A 71LLT Jr.P.E. 4 P.E. SEAL1SLI�}SF�TURE/DATE FLORIDA Lie.#a4t67 s SHEET .6. 1 .OF 20 .. FOR WR16D4t BIABE® es N VARIES 1.918' 1.491' m o Max. .200' n8 I o .-..,4:857"-... d.999" a �..,,,..•"�� ..-.� rp`�r. 9 HV SOLID BLADE 375 O5 HV 90'f t BO• STARTER O HV UNIVERSAL FLOATER CO 79 ® ° QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ FIV BLADE 1O ®HV DIRECT MOUNT HV eLADF,,Qi 1� V- WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV -6 ALLOY ANO TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE( o ® 6063-T6 ALLOY Ado TEMPER 6063-i6 ALLOY AND TEMPER 3.226' 1.5°0' •124' Ir 21 e 065' na v 0' ; 2.670' 3556" 1O ) - .994' 1.000- .670' 2.716" c' . 072 842 S o 4.897- o .T ,o�iz• c 815' ..092' 0.072"' O7 HV ADJ. ADAPTER Wf LIP - 4.43x' 3.zzs' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK szo ©NV 11J.-FLOOR TRACK BLADE(1) QUALIFIED FOR USE W/ HV @9 HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER "3.750` QUALIFIED FOR USE W HV BLADE 1 QUALIFIED FOR USE W/ hN BLADE(D / 6063-T6 ALLOY A(P TEMPER BLADE(D ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER 'O VARIES6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/ FIV a 1' 1.915- 1.936" BLAD Mox. VARIES 1.936' - A D TEMPER 1.917• o `o m 083• -083' .083' c .083' .093• 093'm in N .100' -125" v w m .060' a o ' 060' .060• c n 870 o w .093' .093'• 14 .060• ' 6- • .214 670 3520:. o S p• 3.529- 11 HV CEILING HEADER 1® HV HEADER/SILL 13 HD Mum HEADER SILL a, Q IFIED FOR USE N!/ HV BLADE 1 ONLY QUAUFIE D FOR E W/DY HV BEMPEROONLY QUALIFIED FOR USE W/ FiV BLADE 1O 14 HD WALL HEADERfSILL SEE SECITONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. AND T T } COMPONENT A B T1 T2 I x Y I: MN%MNYMN.t 1' 1' 0.062" Q 2" 2' 0.125'2" 5"MAX. 1/8' 1/8' 3' 3' 0.090' --- ----- 18 2' S'W. 0.192• 0.192' - 1 SIDE ANGLES w - QUALIFIED FOR USE W/ IIv ALUMINUM ANGLES ,s 2.5" 7•MO 0.190 0.19D• CORNER POSTS BLADE 1 QUALIFIED FO USE W QUALIFIED FOR'USE W/ l4V BLADE 1 6 - D TEMPER 2' S'MAX. 0.139' 0.131' 6D63-T6 ALL 6063-T6 ALLOY AND•TEMPER FLORIDA BUILDING CODE(Non Higtl Velocity Hurricane Zone F: 0""11111� ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM Q� 4��ENSFA Accordion Shutter System 1 L ECO N C. ■ ■ ■ Kv_MADE_ Lw/.atw/o H.v_WWW MADE American Shutter Systems Ev.N DESCRIFDON DATE DRAWN BY: M.L.J TILLR TESTING & ENGINEERING COMPANY 4Association, Inc. T OLD 11-192 4/13/15 DAIS: 4/13/15 stn»of w 6353 N.W.3W,SL,Ste.RIS,NRLINIA GARDENS,11-ORM 3716 F Phone:(3D5)871-1530.Fax:(305)871-1531 4263 Westroads Drive 2 DRAWING No e-m00:61tecoo-J.wm West Palm Beach, FL 33407 3 .5-085 �ON A��\\�� WALTER A IILLrr Jr.P.C. 4u�g Ft° SHEEP P.E. SP2+/ftIGMAYU�2E/DATE ru6A 01676 2 OF 20 4.660' 929• ���� _ 4.576CASI . A' 2.293' .334" Fl/aT HEAD/2. 144'-20 IE U11=N•G EW11EL 1/q•_Y0 2.293° .745' S.SM.S. BAKED'PANIEO 1NFFIDED DIE CAsf 40 µ (2 tYP.) HOUSING ENAMEL PA O� - 0• u', m 'lA m i0 BAKED PAINTED' FA o = n _ c a r +8 m_ m m ANON.RN OS2" .062 n b ' rp A N „1 T— m m p H CI • C s Y h .875° o 0 v .318 — DER GRASS CYLINDER 0454 -ams • &KEYS E (CHROME PLMM) 21 HV CENTERMATE as, �� o. 1.325' r' g ® HV LOCK-RATED) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1 & AL7F HV O N CEN TE 0. �h s.o23' S7� QUALIFIED OR USE W ®QUALIFIED OR USE W/ HV 6063-T6 AL OU IED FOR USE W/ HV BLADE 1 & 1 ONLY ¢- 6063-$6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE BLADE 1�&®ONLY. Q ALIFIED FOR USE W/ HV BLADEQt ONLY 250"0.0. qUO' 6063—T6 ALLOY AND TEMPER PLA6ITC HEADjjj'''11151III''''1.756' 922' 4.045" .2' MOIDEOSCREW2.079' 1.753" AFTER RAFTING 1.000;y �O Q61 N N N ate."O@. ^O♦ 'N � " .6Z5" � as BEFORE ftNEtING ^ 1/4.@-20 x 3/4 1 4"0-20 RIVNUT* tn S.S. THUMBSCREW -/ J' ,084 *SERIES 9444 ALUMINUM(2024-73 ALLOY)LARGE FLANGE TFN ISI y � m SHEEr NumW.PARr$0620.AS MANUFACINRED BYAVM .• m .822' CHERRY TE7TM,PARSIPPD1,NEV JERSEY 07050 OR EQUAL PLAN ry FRONT EL VAMON HV MALE "T" LOCK CENTERMATET.sss' " " A HV T LOCK ® HV ALTERNATIVE LOCA LOCKER FOR "T" LOC iQ CENTERMATE QUALIFIED FOR USE W/ BLADE ONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV 1 ©QUALIFIED FOR USE W/ HV BLADE ONLY 6063-TES ALLOY ANDD TEMPER QUALIFIED FOR USE W/HV BLADE 1 ONLY QUALIFIED FOR USE BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-•T6 ALLOY AND TEMPEWAV BLADE QI ONLY. 1.917 1.917' n 3.161 o{ I o I .0 3' _32 D �THUMSTURN .063" m v .063 CYDNOER OR .214' —•G2• ' KEY CYLINDER .214' .545' m O • N "� a • N 0.875'Min. n a 1m. $ O ry m 1 .125"Max. 31 HD CENTERM O LO G OD ® D CENTERMATE o� G OD au m 0 o QUALIFIED FOR USE W/ HV BLADE t & A QUALIFIED FOR USE W/ HV BLADE 1 &QA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ® TE TE'S INSET80ho m c vARIES.12'MIN, QUALIFIED FOR USE W/ HV BLADE 1 & 10 1/4'0-20 S.S.OR 3/a o-16 1.130 6063-TES ALLOY AND TEMPER THUMBNRN EYS. CYLINDER D OR KEY CYUNDER LOCKIN V5 0G RODA we^Max ^ h1/a^m ® HD LOCK U UFIED FOR USE W/ HV B " 3 HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 063-TES A PER © HIM 3/8"0-16 ACETAL / >�5 INSTALLATION WILL REQUIRE A 7/16 HOLE THUMBSCREWS IERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE(D& DRRILLED AT TRACKS FOR PROPER EMBEDMENT Y BLADE(1) QUALIFIED FOR USE W/ FIV BLADE1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASERN METAL sUPPLY,ING. BERTHA HVTM S Accordion Shutter System --- —-- — —- -------- =-- - _ - - - I L_ E C O I N r__• ■ ® e H.v�#1 W/OR WAO H.v WINDOW MXX American Shutter S stems TICCIT TE"NG & ENGINEERING COMPANY Inc. Dr 11-19 DaTE DwwN sro M.i- S Association. c , OLD 11-1s2 a/13/1s DaTE 4/13/15 6355 N.W.361(. 5)71 305,\�nFax C(305)S,1—FLO153 331 4268 Westroads Drive 2 . LOF41—rte\`2 Phano:(30571-1530.Fax:(305)871-1531 DRAWING No wALT�AQiTLLIT G007t9ir.UlbecocooLcPE om West Palm Beach, FL 33407 4 15-085 P.E. SEAL/SIGNATURE/DATE FLORA ua.B 44167 6 SN 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"0 12'MIN- CE Q HV BLADE 1 41 40 38 ro eIADE P EQGE1A .1575- I==' Qs2s' ® HV BLADE 1A �--� \� W WINDOW BLADE .06 am Y X 0625' 1@ --. 875 HV LONG RECESSED NYLON BUSHING z� ! n KNUCKLEmOPENIN .0625 ' 006 S Y HV SHORT RECESSED NYLON BUSHING394av (Ttt) 2HV NYLON HAT WASHER N rc I PLATs moNEORR7��HV WHEEL CARRIAGE AISI 302-303 SERIES /mza50' X 0.870"x3/16"THICK NYLON WHEEL2 7/5FPI WINDOW 0-188"0 AISI 302 SERIES S.S. RIVETS 1 315'0 CLEAR t m3.0 SEPARATION 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * i DBLADE t 5 3/aErWEEN e�- 0625' EXTERIOR y�LI `o OPENINGS ON C S SECDON r Eo HV 2 3/4" ACCORDION PIN W/ #8 HEAD x I —� 41 .47!" 1 ��1/4'POLYCARBONATE IMPACT RESISTANT HV WINDOW i LI EE BCWM TYPICAL. HV WINDOW BLADE inA AND Om ! ; Q I 3 !— POLYCARBONATE HV WINDOW DETAIL QOR® (( ® or n N.T.S. REQUIREMENTS) 1D OR ® i I *POLYCAR80NATE IMPACT RESISTANT HV WINDOW I I I BAYER MAKIR 3103 POLYCARBONATE I A' I RESINS, UV-STABILIZED GRADE OR SABIC * HIV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR s I )LTO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN HV � ! I �� I ©OR ® j I i (SEE NOTE "F` ON SHEEP 19). III (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N°�o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR -- ° ! L9 I ! POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY ! i EXTERIOR MTANIM IE RE9UV N.T.S. nn Twat PROR7[I� S1M'OARO CAin nwmt (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY A Nv PIN®2 EXT AT 1lstirmeE �wA uP..ma ams mo.I 1m as EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q mos24• BLADE'S KNUCKLE. PID�fEL BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. Da , D 3 (SEE NOTE FOR svEcaFlc GRavtr AS101 m92 aO.3 16/n moo m� REQUIREMENTS) MULE YMsmam ASN ocae 9Ao0 P•2. 9,500 va3• n� ! (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S'. WASHER ® y i �STFMCM MYM ASN 0790 izsoo P.-I. 13.500 pal nEXU AL MOOVWS ASTM DMO 344000 P.J. 345,000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� If Dleml. SHEET OO _.. I i NO IAIM 201) ASIM D236 18 Fr-m! 17 FI-m! FyLP RIM=CNARA T RSIM �W}_i,EEL C RA RIAGE DETAIL sNoxE DENS n ASR3 Ozau o2 x ea.s x M1x ASSiG EMBLY LAYOUT PATE of ITUM ASMI SO$ c-,am C-1 OA59 N.TS. SOF IGNIIIDN ASIN-D7929 10{0 T BSO T ASN 0155 TEN91E 51RO1CN AFIEN ASN 638 9302 P.J. 8840 P.J. 1 HV BLADE SOLID & HV WINDOW B �M LADE DETAILS "'�'��� "�'�°"° A08 9461°.1 a8wF L. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A: Tj� ,//�/ ©2015 EASTERN METAL SUPPLY,INC. ' BERTHA HVTM ---- - -- _ - i — - - 1 L-- E 0 �— — Accordion Shutter System (37'-`• _ ■ ■ ■ ■— RV.-Bl"#1-W/-OR-W/0 H.V.-WINIM-BLADE-- �F/ American Shutter Systems 4EV.th OFSCRIpnON DATE DRAWN BY: KL 1174/. TIWT TESTING & ENGINEERING COMPANY o ATE OF * 8344 N.W.3001 St,STP.305,VIRGIMA GARDENS.RARwA 3318 Association, Inc. / OLD 11-192. 4/13/15 OAm 4/13/13 Phano:(305)B71-1530.Fax:(304)071-1531 4268 Westroods Drive z o- 32 UltecoOooLcom West Palm Beach, FL 33407 3 DRAWING No ss;�NAL EN EB-000671915-085 / ♦ WALTER A TLLJr. a SHEET P.E. S` 61731 }URE/DATE FLORIDA LP 0 p 4x1677 6 4 OF 20 * � ND CE TE A 1.MANOWIbRt•CONDRION 11.ONE HV l. K®or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN EL 12"ABOVE OR B�I�OW J[2 OF SH SPAN FOR SPANS UP SI 10OC AND FOR INSTALl.Q710NS�T ANY ELEVATION. HV LOCK 2�orfs'MAY BE US AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO CJI OR CENTERMATES W/(2) 1/4"0-20 x 1/2"L G f7AT HEAD S.S-MS. LOCATION OF LOCK SHALL BE AS WDICATED ON Om®m � TYPICAL SHUTTER ELEVATION. , 411 1F DESIR OR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOC OR MAY BE U AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES O -® D_ OR®SHALL BE A5 IND NOTE(1)ABOVE GGAAGN LL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OB-NVD . _ 3. II o x 02 IS U�17yrD H.V_ LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY Ilk 4ox�o5 x98olei9-e c"�y BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS®OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4.MANDATORY CONDITION d2:ONE HV LOCK® @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, m ATTACHED TO®CORNER CENrERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS >g xD�rrvo AT TOP& BOTrOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 15 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 V ® " S. ONE ALTERNATE HV LOCKMAY BE USED IN LIEU OF HV LOCK qq or Q9 FOR ANY SPAN AND gna4 � T lO � �g v INST IONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Hz- OF 1/4' O 0-20x3/4"S.S.THUMBSCREW TO OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. x�r�va gg� RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWD l � 3 m eJ LOCKS AT 1/3 OF SHUTTER SPAN. m ® 6. MANDATORY CONDITION J3 FOR KEYSTONE MOLINHNG INSTALS_ATIONONE 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 98',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK O or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO O or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE E DlON M.S. OR LOCATI TOPON FB TTOLOCK SHALL LS COLO BE AS LININDICATED MANDATORY.N TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNDETAILS ON t F E H I J K L Y p 0 R y y/ % SHEETS 10& isTYP.FULL I' *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND ALTERNATE TO MANIIATnRY CONDITION 01 VAUD ONLY FOR HV or-LQZ CENTERMM Q.AND xuNrrm urmn+ CENTERMATE Q$:ONE ALTERNATE HV"r LOCK�MAY BEI ALLED IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND ©pt®cR©• 7O on®oalQ+Qors Ir+�STAUATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 100 © © O © OF LOCK®INCLUDES USING REINFORCING LOCKER r,AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE + 5 oR + 13 1 +1 oR 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" O +© O O WINGNUT OR W/1/4"0-20x1"SS.M.S. INTO A 1/4'0x 5/8"RWNUT.L TOP AND BE INSTALLED 1S MANAT miDs-AN OR 12' 6 + 7 O ort MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Q+®oxQ+®°p�r�7 oR t +� *NOTES ON PD LOCKS S & CENTE TES: 1.NO Loc �y(�: ONE ALTERNATE HD LOCK(5� MAYBE USED IN LIEU OF CACn1 HV BLADE SHUTTER ELEVATION HV LOCKS Qq OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N_T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB—HVB AND HDC—HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�IS cOMPLErELY OPnONAL FLORIDA BUILDING CODE(No igh Velocity Hurricane one A '(�<<�T,'�% ®2015 EASTERN METAL SUPPLY,INC. 4%C ENs�':��=; BERTHA FHI/TM !L ECO M.C. _ A■S■S■A■ Accordion Shutter System _ H.v RaoE#1 w/OR w/o H.v titrXw BLADE American Shutter Systems ZLV.x DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY s o'• STATE.OF 4 6395 N.W.36M Se,Sec.303.%WtNIA carman,FWWA 331Association, Inc. I OLD 11-192 4/13/15 DAR` 4/13/15 % ' Phoria:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No oRID'^.•'��a`'` a—mol:Glteco0ool,com West Palm Beach, FL 33407 s s`S/ONAL �; X WALTER A.TILLrr1Jr.P.E 4 5-085 P.E. SEAC�1tSh9MIR'E/DATE FLORIDA Uc.8 44167 g SHEET 6 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE,SCHEDULE ON OR CONCRETE BLOCK CONCRETE 13) REQUIRED 1/4'0-20x3/4'S.S. CONCRETE CONCRETE ANCHORS MACFIINE SCREWS REOUIRED REQUIRED FaR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 R�(EYSTONE(SEE NDUNTINO®ON 5HEEr 7) SHEET 13) NLf15 a 12'O.C. (SEE SCHEDULE ON SHEET 13) 12 OR 14 ) - _ I.ED EQ-�I 1/4'0-20x3/4"S.S. --- Min. I MACHINE SCREWS USING 1/4•-20 NUTS 2• r-- - ®12"O.C. 1/ /2- E.0.* P q .250•Max. - _- - 13 OR 5 --- lU3 OR Q 7 Q D a I I .250•Max. D.Y -_ I Max• I E. IIIN\ I t i ,o+ I II OPTIONAL I I —� I'I TOPTIONAL " SD GASSS(SEE TI i i ' SOEDNE ON SHEET �I ♦ i I - MIN.SEPARATION TO GLASS 1 I`It fall I 1 OR ® i I i ExtsnNG GLASS—(SEE SCHEDULE ON SHELT 11) E70SRNGAss I ���&lfiq I I MIN.SCHEDULE TO GLASS I 1 GLA55-� IXISRND ~(SEE SCHEDULE ON SHEEP 11) i t I I r"�5 { ©HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTAL _TION © HV WALL HEAUER INSTALLATION + KEYSTONE IXI571NG ' MIN.SEPARATION TO GLASS G',,,SS-; i i r`—(SEE SCHEDULE ON SHEET 11) 1 I MN.Sts(ON --COR_ �R Wi I L 1 EXISTING-1I 1O a.�seE t i L I -\-1 i MM.SEPARATION TO i GLASS I (SEE SCHEDULE ON SHEEPEET 1 1 t) I' i DD..tL,I I I 9rOOa� I EXISTING I I )-OPTIONAL G I i D•___ 1 t 1 I / E # Max. AllI�OPTIONAL i i I I� 1 4'Max- - —13 OR 18 O O D.' - -- 19 --- H --- EQ EQ OR Qt' --- 12 OR® --- 1/4'0-20X3/4•S.S. Min. -EQ O PHILLIPS TRUSS HEAD 1/4's-20x3/4•S.S.PHIWPS 1 R 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS __ NCRETE ANCHORS 1' 1/4°-20 NUTS® 12'O.C- (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'0.C. POURED CONCR - -.^-^ -( 'SCHEDULE-ON:::::0�RCON:CREtE M'a• POUREDOR CRON BOCK SHEET 13) OR CONC OCK CRETE ANCHORS REQUIRED wALL C. OD HV WALL SILL INSTALL (SEE SCHEDULE ON FOHV WALL SILL INSTALLATION CONCRETE SHEEP 14) BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE-SHEET 4 FOR TYPICAL SHUTTER A E D.-EDGE DISTANCE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 137 BLYO BLADE 1O SEE pNNSHOEETUASSEI9 FOR '� HV LADE W ANY WAY TO SUR ANY INSTALLATION. ulauul FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone •. •• � ©2015 EASTERN METAL SUPPLY,INC: XGErvsF T��=, BERTHA HVTM - 1L. EC® INC. ■ e ■ e Accordion Shutter System Flv.BLADE#1 w/OR w/o Ilv.NANOdW BLADE --- �/_/. Ifs- * Amerdf ShUtte�Systa-m •N DEscroPTICH DATE DRAWN BY: M.L. q; 'ul' TILLIT TESTING & ENGINEERING COMPANY 'A••, :CV��: 6335 N.W.3610.St..Sta 305,VIRGOIIA CAAL)ENS.LLOR0IA 311 268 WestroN+ IncD" 1 OLD 11-192 4/13/15 M1E: 4/13/75 PNana:(305)B7t-1530.Fm:(305)871-1531 4268 Westroads Drive 2 �DRAWING No %�S'•.,,,,,,•,•''��``�� a-mall:tilt.- ..I.— West Palm Beach, FL 33407 3 s�ONA i1 ,;,41���` WALTER A�OLLR1Jr.P.E. 4 9 5-085 P.E. SEALf 9 ATURE/DATE FLORIDA UC. 441sT 6 H" OF 20 POURED CONCRETE ANCHORS 1 UZL UpiPAM I t .D. �r1 sqa¢xnnlEnsE lD4R c5®1FF7 rI i Ii I I \ + "I`O DVsg r Itr iI r (SWEIEN.SEPWA11M CONCR (SEE SCHEDULE ON SHEET 13) OR ® IS O) EXISTING CI�ON,N EDGE OF ON 9e Slim it) SLAB IF APPLICABLE IXIo1 sr ,0ROUi iiEXISTING OR 11 f6E W W GLASS Um ANCHO iiI t l tI tI � I I I ✓ I GLAtiS LorAnON {I 610x3/4•HEX WASHER HEAD i I OR 3 OR S - 3/e wN. TEK SCREWS 0 12°O.C. i EDGE OF r N 3/B MM. CONCRETE ANCHORS I II 8 SLAB IF ©+ 7 (SEE SCHEDULE ON SHEET 13) APPLICABLE EDGE OF EXISDNG I I I�i ,t SLAB IF EDGE OF—^ G'"•"—� SIAF7 IF t I X1/2• +-1 EDGE OF APPLICABLE ,O.y 6EPAR411ai APPLICABLE E.O. /11 SLAB IF m aps(s2 I APPLICABLE POURED D CONCRETE FLAT HEAD CONCRETE ANCHORS i 1tEtn�elaF qua g Po11 1 URED CONCRETE REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 14) I @t Simm,g FA7 ) OR CONCRETE FLAT HEAD CONCRETE ANCHORS I Bs Erma® i REQUIRED Lz O. D. (SEE SCHEDULE ON SHEET 14) li .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70•-75 PSF A.S.D. 0 HV FLOOR INSTALLATIONN HV WALK—OVER INSTALL ATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE#3, SHEET it I I , , CONCRETE ANCHORS DIISnxc ON,TO GLASS . ON. s it i i O (SEE SCHEDULE GN —(mi•stl¢i nes —tpsee swmu a SHEET i s 1/4.0 I W El AL6 TAPODN.W/ O IXISTING iT iq ; r I I i COSTING 1 I i L DLISDNG ) Awela�7NRE7LoFOme 1/4^ GLASS—, IIOt,ssrnAnoN To cutis GW— AM11- I TEAWOIOcr OR 1 am F0WEi;s i GLASS -J,O 9QNDDIE DN stmr It) I ) FASIE1D36 T/PPBt+N7aWi5 W/ MAIL 1 , I 1 3/4°MN.134000HENT O 6•Oo I oc TGR uP m 6'0 �eN ermr O.G FOR SPANS LARGER IM1/4• t(t ,, O 6'-0'UPTO1L•Sr-wAT EYFI[!FASIITTR HDID�• OTPJ(SFE23 oR 1�j p* I610x3/4^HEXWASHER HEADYTEKSCREW$ COM.SFALAt7f a 12.O.C. 1 i i i�lbx3/4• HIX HEAD I 7IX SCREWS®9"O.C. 1 _- 1/4 0-20x3/4-SS A15 OR 1/4'0-20 SS.M.S. i CONCRETE ANCHORS614x3/4^SL).S I 1 4 p:- USINC 1/4.0-20NIRS (SEE SCHEDULE ON i `• :. :•, -"W/Nur a s•D.C. ! 1 ®s^o.c. Mai 0 12 oc -- rg----' SHEET 14) 17 OR.1 S 1/2• 1" 17 7 S 2.00 MIN.'- WALL iwu(DEcoRAVE I I EDGE OF .• E;D, r SILL) Ari i SLAB IF #14x3/4"F.H.S.D.S. �•' MIN: :' r t L....s' ,;+:: ^T PON CONCRETE 1 7/B• 1 7/8 APPUCABLE ®B•G.c. CONCRETE ANCHORS SEE NOTE 13(b) a y; REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK REQUIRED KEYSTONE MOUNTING INSTALLATION ONAL _ POURED O HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION N A SHUYTM�N�URE.+64-72 Pyr CONCRETE REQUIRED J HV RAINGUARD INST ILLATION • }MOTE: M07E FOR COMBINATION OF SfCIQNS: *C.D.-EDGE DISTANCE ` RREEPADVAHLE WHENPERFORMED SHALL �RMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE DLR ♦ SEE UM ATIONS OF USE ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 FOR INSTALLATION DETAILS W,/ O HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED R,1 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``5�����A:•fl[[/ Ij��,' ®2015 EASTERN METAL SUPPLY, INC. ENSF `�9'% BERTHA HVTM �L"�c® A.S.S.A. Accordion Shutter System wV.�#I w/OR W/O RV WNMW&AM American-Shutter-Systems— —— ----- - TILUT TESTING & ENGINEERING COMPANY DFsc RPnan DATE oa1w11 Ex:-NL -o'• TATE OF r�` 6355 N.W.36tH.SL.Ste.M.VIRGINIA MOM,FLORIDA 331 Association, Inc. , OLD 11-192 4/13/15 DAZE 4/13/1s y� F Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No —W.'On000®oel.wm West Palm Beach, FL 33407 3 !'�A�SS/0NAl,Ee` �� WALTER A SILUT1Jr.P.E. 5-085 4 P.E. SEI/ALTfSlud URE/DATE FLORIDA u�6 Si167 6 S 7�OF 20 SEE END WALL CON ECTIONAI �� T� 7� r INSTALLATIONS W/ 1 HV SLAD' SFE NOTES ON LOCKING RODS®, ET LOCHS ll or OUT 90' IN 4-o EXISMN USSAND ALTERNATE TA LOCK®ON SHOR S. BLADE W HV CENTERMATES HM,WSAPPUCATIo I��Eo@-0—©+O « s� 21 22 OR 10«®5.It@F&-c-0 as SEE END WALL CONNECTION I o6snNc class DETAILS ON SHEETS 10&_ 98 --- 2k2'xt/8'k0•-2 I ®+1$as +13-19+65 3 1/4" 7' 6 1/2" 38 7' (6063-T6 nun»ALUM. OPPOSING ANGLE W/(2)1/4•o TAPcoN 1/2 «©« I1 SYMMETRYCAL ANCHORS ro codcRETE I- CENTERMATES CENTER MATES (TOP/60TTOM)& �tOx3/4"S.M.S.®12" MINT SEPARATION (4)�70AT/EACH ANGLE(W1 I O.C.FULL LENGHT. WI HV LOCK o or 120) W/ HV LOCK-or 2 (SEE SCHEDULE 5 ® � * 35* I N 35* 3 ON SHEET 11) Q) N 5 O 9D D F Q�®�,©FOap®�10+Qaa 10 OUT to+Q�Q+QaaO+©� HVA 2 HVB © ® O+O O O HVC as aR 6. 7 ea$ as 10+ � POURED CONCRETE OR rEXISTING GWSS REQURE BLOCK WALL Isr,Nc SYMMETRICAL —— *—— 6 +7 + a" 6 + 7 + " f If GU155 � O Q O O ® —�------ © _O_©__® � 1 CENTERMATES* 6 Baa 1 B s+ 7 (EE SCHEDULE 8 + 8 oR t 9+ 3 m 1 5 -STIR I N ro GLASS cJ ——1 GLASS b ©+© ® Q O —�— Hv— � (INTERIOR) ON SHEEP II) MIN.SEPARATION m (SEE SCHEDULE ax®+®_ ON SHE 11) IN - (INTERIOR) 3 _— —_—_—_ _—_—___ —_---_--__ 0 U T I—CONCRETE O ' 1 ANCHORS ,6"O.C. 3 vaRiEs 3 9D• * �, ® �, ® 2 0 UT ¢,/2"MAX.SLACK OUT j * 5 (E)nERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 1.1('1►<</T4 Z7�/,' ©2015 EASTERN METAL SUPPLY,INC. SER A:r .,, BERTHA HVTM `� P \Cy Accordion Shutter System EN z I L E c O I... ■ ■ ■ ■ H.v.MADE#1 W/OR W/O H.V.\MMW BLADE —American-Shutter--Systems EY=H —DESCRBMON -DATE-1 DRAWN SY:-µc- 11C TILLIT TESTING & ENGINEERING COMPANY Association, Inc. T OLD 17-192 4/73/15 DATE-. 4/13/75 -O,'• STATE OF "4 S N.W.36tH.Sl.,Ste.305,VIRGINIA G4RDQl5."U RDA_T" $ Ph—:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING No p'. F(0 P c-mM:81tawDaol.com West Palm Beach, FL 33407 3 15-085 WAVEREB- A. 00019r.P.E. 4 P.E.111' 1 �IAn`1r'iE/DATE ILORmA u� a 44167 5 SHEET of 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL.REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS KEQ —r—-Tj - 2'MIN EXISTING GLASS EXISTING G AS Y MIN. MR.SEPAPAMON - i"__r Ta caass(SFT _ r MIN.SEPARAMON SCHEDULE ON SHEET Lft SWARMON EQ TO Gl/SS(SFE 11 1 MIK SEPAPAMON 11 B ADE®AND 1S OMA ON SHEEP i =S. (SEE I 1 SCHEDULE ON SHEET 1/16'x3"MAX. ON SHEET 19 FOR SCSHEEP 11 FOR&ADE I AND (6063-76)CONT. °LADES Q&0 11 FOR BLADE(DPND _ 11 FDR BLADE.�AND ON SfEEf 19 FOR ALUM.CLOSER ON SHEET 19 FOR 1/2 ON SHEET 19 FOR (LOCATE AT t ESADESm&� PLATE(LOCATE 1/2 ` BLADES � "1 —�BAM &Q� EMiER SIDE -fllc.Jtl. OF 5Q) AT EITHER SIDE MIN 1/2'MIN. OF®) I $USE 1"OR 2"MAX. I #10x1/2"sld.s_ I ____ (AS APPUCABLE)x2"x1/aka•-2' _—_-- 1#10x1/2'SM.S. /s _— a 16"O.C. / ALUMINUM CNP ANGLE 1 ® 16"O.C. ``�3 ----- 4 ` (8063-T6 ALLOY)AT MIDHEIGHr �` (1)¢10X1/2'S.M.S.TO®& (2)1/4'0 7APCONS ANCHORS TO rJ SEE DETAIL X FO WALL AT 1"O.C.(LOCATE AT 1 OR SEC DETAIL X FOR 1 OR SIDE CONNECTION t OR ( EITHER SIDE OFCA)) t OR TO TRACKS SIDE CONNECTION ® © ®c"©.Oj a®m 0+®m SEE DETNL X FO F 4}- a®m©•Om® 10•®m m®°P 6 sx7�m__8 atll.®u+ TO TRACKS ��,rOj��m��8 0.®a f0.1®m®'®a©•®m SIDE CONNECTION TO tJ �•®m®.�©•®m .10•®°A®`ALJ'-©'®°" lOm®"'©`.•ll-'©'®te ©•O7 0.0 •©m©•O7+®m 6 7 6 7 ©�O® •©m©•�0�,®}m Q..©mO.O.®w.gym©.®m®•�m ©'O O ®°" ®•®m®.�"©` °° ®.Om ®'®oe l®+®mO8•®m s • mi • 5m . ®.®mO•®m END CONNECTION DETAIL 10 END CONNECTION DETAIL 2� C C 0 D 03 END CONNECTION DETAIL •F REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR EXISTING GLASS CONCREQURETE BLOCK WALL GLASS 4 --- 4 MRH.SEPARATION #1 1/2"S.M. ----- TO GLASS(SEE ®16" C. MIN.SEPARATION Y �L=----- ,----- ------ SCFEDULE ON SF{F T TO GLASS(SEE 6 ORS OR�OR 11 FUR SADE(DAND CONCRETE 1/2'MIN. ON SHEET 19 FUR ANCHOR® 11NFM SCHEDULE ([)AND - - 0ORQ°R(90R@ CONCREFE 61lOEim& 12'O.C. ON SHEET 19 FOR ---- ANCHOR -- Jr' BLADES O&!Q ---- OR@ ®O.C. 1/2'MIN. - 4 _1/2-MIN. _ 2"MIN. ----- 2'MIN. EG F SEE UMMATIONS OF USE FOR R�OR 1 OR Jr BLADE(B ON SHEET 19 0OR t j OR(9OR(DOR@ VIEW Y 1 OR & PLAN Q)OR tib pm®m©.Om® 1D•®° DETAIL X POURED CONCRETE OR ©m®m©•O7 m BQm+�o•®m WALL Q ®m®•�©•®a, INSTALLATION CONCRETE BLOCK 1D• REQUIRED 10'®m©•®'®•®� ®•O•®m©•O•®m ( HHV BLADE OR 11 HV WINDOW BLADE INTO ®•®m®•®m©•®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O ®m0 ®4�•4�m®'®END CONNECTIONENp CONNECTION DETAIL© O•�m0•®m®,® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A.T'yz/ ',.,, ©2°15 EASTERN METAL SUPPLY.INC. ...... s BERTHA HVTM -----— -- --- ---___-,- 4-`_ �_ -_-__ IL E C® �■�. �, Accordion Shutter System _ _ _ _ _ ■ ■ ■ ■ t♦v #t w/OR w/o ttv WNDOW BLADE �( (d^ = T1LUT TESTING & ENGINEERING COMPANY AmericQtti SI1Uft61'-SysYl9r715-- Ey-N—DES=Pn0N—-DATE- nruvm er:-Mt - STATE OF :"Q em N.W.36th.SL,sit.305,NRGRCA WARDENS•W MM 3316 Association, Inc. 1 OLD 11-192 a//3/is DATE: 4/13/15 9•• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 No I,-- ` ® 00067i9West Palm Beach, FL 33407 3 0 �5GU$5 *%'v NA ��• WALTER A TIUIT Jr.P E d .E.5' "tN}+�1'18 LURE/DATE FLORLu u`.p 44167 6 SHEET OF 20 SCHEDULE #1SCHEDULE �2 SCHEDULE U3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" * IMUM SHUTTER SPAN L+" aNOTES: MAXIMUM SHUTTER SPAN °L+" *" INSTALLATION LEGEND (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS CENIERMATES. &®or or OR W/ P O IN yy CONCRETE & W/ ONE H.V. LOCK or Or or gR WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN ® 8t W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-:MAX-ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, 0, AS.O.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S. &V_ LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,it) (VALID FOR MOUNTINCQ BOTTOM SEE NOTES ,tF SHEET 7) FLOOR/CEILING (2) PROCEDURE ( DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD INSTALLATIONS CONCRETE&wo00 MOUNTING G, H, I, (1, 1 T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: , LIMAIIUM ns�'9a DmcN axs AslAo.r,EaMa+ INSTALIA ONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING ERr�RE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPM!'L+"FROM SCHEDULE. rA1wo RATING & RARRO FLOOR/CMUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUFlIING FLOOR/CEILING MOUNTING �'a) 4Pa1.) Apel.) 1. OR (+oR_) (+a+-) (+oR-) FLOOR au.MDtlxnxc DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (0) L-(0) L+ (III I L-(Il) L+ 6 L-(6) L+ (0) L-(0) V MAXIMUM SHUTTER SPAN "L+-OR 'L--"FOR 30 OR LES 16'-0" 16'-O" 16'-0" 16'-0• 30 16'-0' 16'-0' 30 16•-0" 16'-o" INSTALLATIONS INTO WOOD SHALL BE UMTIED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 15'-2" 16'-0' 35 14'-10" 14'-10' 35 15'-2" i6'-10" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND'L-". id'-10" 14'-10" 40 13'-1,0' 13'-10' 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15•-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1" 45 13'-4• 14'-3• t HV CORNER CENTOMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12•-5' 12'-8' 13'-7' 50 12'-5• 12'-5" SO 12'-3' 13'-I• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11' 55 11'-10' 11'-10" 55 11•-i' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION F2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE _ 60 11'-4' 11'-4" 11'-7" 12'-4' 60 11'-4' 11•-4' 4-1. o'-2• M.W- NOTE#5,SHEET 5. RATING: 65 10'-10' 10'-10" 11•-1" 11'-11" 65 10•-10" 10'-10' 9'-5" DETERMINE, Lt+ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9" 11'-0' 70 10'-6" 10'-6" 8• Lz+=MAX.SPAN FOR FLOOR/CQUNG MOUNTING 75 to'-1" 10•-1" 10'-4' 11'-1• 75 10'-1' 1O'-1" - •f EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10" 9•-1O" 10'-O" 10'-9' 80 9•-10• W-10" "L--'AND MAXIMUM A.S.D.ID SING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9" 10'-5" 85 9'-6' W-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3• 9'-3" 1 90 9'-3' 9'-3' Stall BE LIMITED AS FOLLOWS: DETERMINE: 95 1- CONNECTIONS TO KEYSTONE MOUNTING Li-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 10 00 9'-0" 8'-9" 9'-2" 9'-t0"8'-4' 9'-a' 9'-7" 100 95 9'-0" e•-9" LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEJUNG MOUNTING '-9" W-4"Q'-9' 8 MOUNTING MOON SHEEP 7. INSTALLATIONS. 105 e'-7• 7'-11" 8'-9" s'-4" 105 t3'-7' 7'-11' 110 W-47 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - 115 B'-r 7-3 SEPARATION TO GLASS SCl-1EDULE MINIMUM BETWEEN •Lt+","L2+ L,- AND'12-" 8'-0" 6'-11" W-2" 8'-9" 120 8'-0" W-11" 125 Y-10" 6'-8• (ALLOWABLE SPAN ANDGO TO ANCHOR CNEEGGATIVE A.ULE S.D.DESIGFINAL N 130 7-e' 6'-5' 7'-10" 8'-1' 130 7'-8" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 7-7" s'-z• 7•-9• 7•-9• 135 r-7" s•-z• SEPARATION 140 7'-5" 5'-1r 7'-7' 7'-6• 140 7-5" 5'-n• ASTM E-1996 145 7'-3' S'-9" 7'-5' 7'„" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7' 7'-4" 7'-0' 150 7'-21 1'-7- 155 71-0" 5'-5" _7'-2" 6'-9" 155 7'-0' s•-s^ 1 THRU 3 1„ 160 6'-11' 5'-2" 7'-1" 6'-7" 160 W-11' 5'-2" 165 6•-10" 5'-1" 7'-0' 6'-4" 165 6'-10' S'-1" 170 6•-9' a-11" 6'-11' 6•-2' 170 6'-9" 4'-11" 175 6'-7" - 4'-9" 8'-9' 6-t 175 6'-7" V-9" BLADE 180 6'-8" 4'-8" 6'-6' 5'-10' 180 6'-6' 4'-8" \\\/ 77 185 6•-5' 4'-6' 6'-Y 5'-8' 185 6•-5' 4•-6" 190 6'-4" 4'-5' 6'-6" S'-6" 190 W-4' 4'-5" 195 6'-3" 4'-3' 6'-5' 5'-5" 195 6'-3' 4'-3" -2" 6'-4" T-3" 200 8'-2" 4•-2" 205 6'-1' 4'-1" 6'-3• 5'-1" 205 6'-1' 1 4•-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \HU11111UIU1//� ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM --- ---- - -- - _ _ I L IEC O inc. A■S■S■,�■ Accordion Shutter System --- - -- -. -- - H.V.DIADS#1 W/OR W/O KV.WNDOW MADE TICCIT TESTING & ENGINEERING COMPANY —American-Shutter-Syslems EV_x DESCRIPTION DATE DRAWN BY.M9XY.LG. Association, Inc. 1 OLD 11-192 413/15 DAI--4/13/15 z jrNw.3sm. 5 St..355,ARI-O(,305) 1-153FURVA 3311 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No r� e-mail:6ttacoOoul.e"m West Palm Beach, FL 33407 3 O'.,FGORIOP.• tP-0008719 4 . 15-085 �\`��� WALTER A TILUT Jr.RE •••.... FLORIDA Ltc®44167 5 SHEET -41�'eFy �iG E/DATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING _$sEDULE FOR A GIVEN MAX SHUTTER SPAN_ SP SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &•D. DESIGN NEGATIVE PSI RA7M13 AND A fORRESNMNG 1ALINRNG TYPE FOR CONME111 OR CONCRETE BEIM IMAI LOTIONS (SEE MbUMNC4 E G.&H ON SHEETS 6&7) - 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONOR I&OU IME ODCK POURED CONCRETE (A) TO IXISIING POURED CONCRETE(Mtn.V. 3 kat) QE WALL SILL MOUNTING ©CEILING MOUNTING I HQ FLOOR MOUNTING - 1/4'6 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUI DEX.(ASG.Tc a 3 kW) SPAN ANCHORS CPA IN- F.M - 1/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECMLTY COMPANY.(Min.1'e=3 ksrj DESIGN xISUNE PfD.4UtE RUM M AM OB(N9 NFGAINE 06961 IR 4aA PgMa ROWS - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC_(Mi.f'c-2 k i) 3D 140 160 175 190 120 160 205 30140 60 75 1200 205 30 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 14 12 O 9 8 a 6 5S 14 12- 10 9 8 6 6 6 14 12 10 9 a 8 6 5 TAPCON WITH ADVANCED COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12' 10 9 8 a 8 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 T14READFORM TECHNOLOGY (fin f'c=3 W) R 14 72 tD 9 a a 6 s 14 12 iG 9 8 e s a to tz t0 s e 8 s s ALL POINTS SOU)-SEr 1 12 10 9. a 8 8 7 14 12 10 9 8 a 6 6 14 72 10 9 9 8 a e BLUE TAP'W/CAP MOTELS: 14 12 10 s e 7 55 32 14 12 to, 9 8 e 6 s fa 12 10 0 8 B 6 5 TAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCE)THREADFORIA TECHNOLOGY ANCHORS AND TAPPER+ ,1•�- 14. 12 10 9 6 8 6 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 SS ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 8 8 6 4 14 12 10 9 6 8 6 45 14 12 10 9 9 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-BET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 e a 6 4.5 14 t2 TO 9 B a 6 65 f4 12 10 8 8 a 8 4S INTO STU(x0 SHALL BE PERMITTED.1/4'0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINUJUM SHOULD STUCCO EXIST,AND 14 12 10 9 73 55 MS - 14 12 10 9 a 8 6 5 14 12 10 9 8 7 55 4 •sfE ULe1AnaN5 SIP USE Fob 1'MINIMUM FOR WALLS WITH NO STUCCO, I4 12 f0 9 8 a 6 6 14 12 10 9 9 8 6 55 14 12 10 9 8 8 6 45 Mr e.N SHEET 19 5'-O' 14 12 f0 9 8 7 4 --14 12 10 B 8 65. 5 35 14 12 10 8 6.5 5 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 74 12 t0 e 8 7S 4S - 14 72 10 9 a s 45 ti 12 lO 9 8' 6 45 375 ANCHORS SHAD.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 12 9S 75 6S 4.6 - - 14 12 10 B _1_1 7S .5 4 14 12 10 9 8 6 45 3S NOTES A1)&A2)ABOVE FOR INWAUATIONS ON NIN1(L SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 f0 9 a 8 8 - 14 12 10 9 8 6 S 14 12 t0 9 B 6,6 •5 3S INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 5S 3 - 14 12 TG &5 7 95 4 3 14 12 8 6S SS 4 3 - B TO EXISTING CONCRETE BLOCK: C-90 14 12 10 9 8 6 - - 14 12 10 0 8 85 5 75 14 12 10 115 a 5 4 - () (ASTM ) 14 12 8 6.5 SS 3 - - 14 12 iO 9 8 65 4.5 35 14 12 10 8 7 5 7.35 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILOEX. 7._0. 14 >2 70 9 8 8 - - 14 12 10 s 8 7 5 4 14 12 10 9 75 55 4 3 -1/4'0 x•3/4'ALL POINTS SOU)-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 74 12 10 8 65 4 - - 74 12 9 75 6 45 3.5 - 14 105 7 s5 45 3.5 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MPNUFACNRED BY fIORIDA FASTENERS DIRECT,INC_ 14 12 10 0.5 7 4 - - 14 12 10 9 75 5.5 4 - 14 12 9 7 75 4S - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED 8W POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5.5 4S - - 14 12 10 9 7S 55 4 - 14 12 9 7 8 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. S•-0' 14 12 70 9 8 65 - - 14 1z 10 9 8 6 4 - 14 12 10 8 6S 5-35 - NOTES: 14 12 8S_L 5.5 5 - - 14 12 8 6.5 55 4 3 - L5 95 6 5 4 3 - - B.7)MINIMUM EMB®HENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9S 75 6 - - - 14 12 95 8 as 5 - - 14 12 e 6 55 4 - - WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS IS 1'. L3_9.5 85_L 3S - - 14 1210 8 65 5 - 14 12 8 16.5 5 4 14 12 10 9 8 - - - 14 12 10 9 7S 42 - - 14 12 85 7 SS 4 14 112 7s 9 a - - - 4 12 7 59 s' 35 - - fi a 55 7 3S - - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS SHALL BE SORELY EMBEDDED INTO THE CONCRETE BLOCK.ND f31BE1MEM WTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 1. 9 6S 4.5 - - - 14 12 HS 7 SS 4 - - 14 IDS 7 55 6 4.S - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1S eb SS i - - 14 12 9 7 6 4.5 - - 14 11 7 5.6 45 3.5 ID-_O- 14 12 10 9 7.5 - - - 14 72 10 e'85 5 - - 14 12B 8 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOR, 19 105 7 5 34 - - - 13 9S is 5 a 3 - - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 14 11 7S 55 - - - - 14 11.5 9, 6 5 4 12.5 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 B 6.5 5.51 4 - 13 t0 6.5 5 4 3 FOR INSFALLATION INTO EPS WITH METAL STUDS SEE SHEET 20_ 14 12 10 - _ - - 14 12 9� 7 6- 4.5 - - 14 10S 7 5S A5 3.5 - - 125 95 5 - 12 9 6 45 4 3 - - 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TEE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 105 7 55 45 - il.5 a.5 55 4,5 3.75 - 9.5 7 4.5 - - 14 P1.5 7.5 6 5 - - 12- 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 72,x. 14 12 10 - - - - - 14 12 8 85 5.5 - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, ib 8.5 45 - - - - - 17 1 8 5.5 4 35 - - - 8 e 4 3 - - - 7- MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.IFSS THAN THE NIDICATED,REDUCE ANCHOR SPACING 3.5 85 6 - - - - 13 95 65 5 4 - - - OS 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 65 - - 14 10.57 55 4.5 - - 11 85 52 4.5 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-O' to tz - - - - 7s 6 5 - - - 12 9 s 4.5 4 - - - FACTOR ob L - - - - -17 5 4 3 - - - 75 s5 4 3 - - - - ACTUAL TAPCON'NTH ADVANCED TAPPER.+ zs 0.5 - - - - 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP MIN.SPACING B 6 - - - - ss s - - - - os 7s s 4 - - - - \/ BLASE DILTANCE TIRRFADFORM TECHNOLOGY / 14'-0" 14 12 - - - - 7 5S - - - - 11 BS 5.5 4,5 - - - - ED. MIN.SPACING=3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING= 3' 3 3/4' 4' 10 7S - - - - 4S 35 - - - - 7 5 3.6 3 - - - - HV B W POURED CONCRETE& poLrm CaNOFErE CONCRETE BIO)( POURED CONCRETE& POURED CONCRETE&PaAan oala+EtE COF CEME S= CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 1S 8 _ _ _ _ 6 45 _ _ _ _ 9 7 4,5 _ _ _ - _ V WINDOW MN E0.=3' IM�'3 1/Y ADT.FA=2 1/Y MN FD..3 1 LUN FD.-3' ADL FD.-3 1/2'MN.EA.2 1/2' -7z- 6 - - - 7 45 - - - - - ts'-D' - 6.5 - - - - - Gs a s - - - - - BLADE WORKING 3• 1.0 0.90 t.D o.7e 1.0 0.64 t.o 8 - - - - 4 - - - - - 6.5 5 3 _ IN UNISON ♦ 2 1/2- 0.81 1.D - - OL67 1.0 10 - 2' 0.71 0.51 7 - - - - 5.5 - - - - - 9 65 4.5 - - - - - - /4 - - - - - 6 - - - - - 10 75 5 1 3/4" - 0.91 - - - O,q3 16'-0' 8 8 6 4 6 4.5 3 1 I/2' I 0.35 0,35 9.5 - - - - - 95 7 1 5 - - - - 8 6 a FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone x` p TIL(/T��A, ©2015 EASTERN METAL SUPPLY,INC. BERTHA HYTM _ �� ��� Accordion Shutter System ----- -------- ---- --- - - - -_ - l __- - 1 E C 0 iwc. Hv eAoE#1 w/OR w/o Hv xdNDOLv Bv,DE Y om//-•( _ ---- -American-Shutter-Systems-_ EK N .-DESCRIPTIGH-_-_ DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY ASSOCIation, Inc. t OLD 11-192 4/13/15 ON7e 4/13/15 6358 NA 36111.St.Ste.ZO,VMGN14 WOW.FUMDA 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No 0,��.• NR ••���` o-moil:Ulteco0aal.com West Palm Beach, FL 33407 3 '''4gSS10NA� �� WALTER ATLLIT do P.E. 4 IJ-08rJ P.E.r�L'A f t�NATURE/DATE FLORIDA U..p 44167 5 SHEET 6 13 OF 20 Q ID 2 ZO a as 3g C) to Mr O LJ L-L I CD 0 >0 + 00 0 W XJE 'S In C,�2.;: r z C,) ILLJ MOU 0 05 Q_- 1119,11a.,>.D z mgv)V) th CO,2 LE i2 0,0-* z C) m 0 0i r a. 10 45 n ....... ... .. N M( Iit-III t IYl 1 121 1 WNSINZ N 0!2 woo.-O .W t) ..W 1pA ow.... I.mN NN NNN wo W*3144....... ol.0......0...oil. 0.9 ... ......I- mo 0.0.1 o,o,o.,qo...Moll..........I........omwoo 1 0.0.1...1--1-1- wo..........0..000 0 01110 01.0 0 0 1 i I ) ITIM111111i 1211 tlntlll I 111 1,t ! 1 111 111 • 1 1 1 ...... "q is CD C;I "M III It I 111111tillflill I I I I t I I I I I I I I I I { I I f 1.1 L4 to 1-211 1 11.1111itli t I I I III I I I I I I I I I I I I I ) I I I I IN A:-12-1-11--1-1 ............. 1111111 1 1111111 fit I f I I 1 11111 11111 Ill I 0.......... Ilm MM iII I I I r I I I I I I I I ............. M..O.w-..Wwolllllrll I I I I I I I I I I I I 4D mm mmmmmmm mm 0 1 10.1-1.... A.... ...... ..... . . . . . . . nm g Z S