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RECEIVED JUN MLO TWO fr ! FAMw t "of Uw L'CDJ`rnffIId BCIS Home Log In User Registration i Hot Topic Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map 1 Links Search s Busines ) ("ICiI Product Approval Professi USER:Public User Regulation Product Aooroval Menu>Product or ADDlication Search>Application Lis[>Application Detail A FL# Fl-389-R8 F� Application Type Revision Code Version 2014 Application Status Approved Comments Archived (..:.; Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE I Validation Checklist-Hardcopy Received Certificate of Independence FL-389 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 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 INCP.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 sh 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.15-08S.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 16'-0"for 30 FL389. R8 A.F. A.S.S.A.j.NC._P.E.R. DRWG.. 1.5 085 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 HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 I1 A.S.S.A.INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.pd for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r�.a FI*— cCiuk sm &ccuritti.%L"FRtt:4' GENERAL NQTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) 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 BASK WIND SPEED REWIRED BY TTAB LE JURISDICTION WHERE SHUTTER WILL 1 ABLE QF IRON I�•EN IT S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd--0.85,USING ASCE 7-10 AND SHALL NOT IXC®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 SHVU_BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES(1)& QA 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 SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS kw USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 FO ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED R VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYS'TEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12.OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEABLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D /0214.01-03.#0715.01-03.11004.01-05,#1214.01-05.10317.02-06,#0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA-2• HV BLADE(1)AND HV WINDOW BLADE It1A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.D.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUDER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND COMMONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(FN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.750 AND 1140.75'RESPECTIVELY, 410-HF MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STE}1 SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k i TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVE) CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM WELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Hai AND 35.7 ksi FOR END CONNECTIONPANT DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-75 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEP 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 Hat MM.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 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:FIV BLADE ,O: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN BLADE QI &O WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE 64 ONLY 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER•TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL FN AND HO AREA 4• HV WINDOW BLADE n ONLY CENTERMES ATAND ENGAGE OR LOCK ALL FW AND HD LOCKS AB 11.SHUTTER MANUFACTURI7R'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECnON 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHAH.COMPLY WITH SPECS INDICATE)IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. '13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE COMMONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BPD'Y AMEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.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. R71 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. .......... BERTHA HVTM 1 L E C O M A.S.S.A. Accordion Shutter System *: O' FEV.MADE#1 W/OR W/O FLV. WINDOW BLADE 'ra /(�t ° American Shutter Systems DLSCIaPDON DATE DRAWN UV. M.L TE OF 7}` TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 o M 4/13/15 0337 H.W.3661.St.sta 30.5.Vmt CA GARDENS.FLORMA 3316 `1 � Plwne:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No iS ' ...cr, '`F �` A- 3:Nat..a..t West Palm Beach, FL 33407 3 01E'AL 4,vG\\`t```` wAL1ERD-0A.00LLB79r.P.E. 4 15=085 /Y"'If tT%%% FLORIDA Uc.1 44167 5 SHEET P.E. SEAC�ftMTURE/DATE 6 1 OF 20 VARIES 1.918• 1.491" O,q o 'bs, 045 1 4371' 4.999• 375 s 5 BY 90'/1$0' STARTER 1 S np COVERED U T �/ 5458179 OHV UNIVERSAL FLOATER m QUALIFIED FOR USE W/ HV BLADE iQ 4 HV DIRECT MOUNT HV BLADE 1® HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19EMPER BLADE 1 „y7 6063-T6 ALLOY AND TEMPER 3.226- 1.500" ,12q• - 70' 2.670" 3.556" ) .9wo �! .670" 2.226" 72 n 4.897" �815" .092" O7 HV ADJ. ADAPTER WIUP 4.436' 1'375- '0.072" 0.07 3.zz6" QUAUhIED FOR USE'W/ HV ®HV WALK—OVER TRACK ©HV AlJ. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 51- 6063-76 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER BLADE 01 ONLY. 1 HV RAINGUARD BLADE Q 6063-T6 ALLOY AND TEMPER UFIED FOR US 6063-TG ALLOY AND TEMPER f' VARIES m 1.936- 1 1. 1.815- 4 VARIES 1.936' 6063-T6 ALLOY D TEMPER Max. a:. 1.91Y 083' 083• .�3" =QUA.UIFI 100" .12.060" .093" .093"• 060'e\9 670 3520" �t•1 HV HEADER/SILL11 HV CEILING HEADER ® /Q�IFlED FOR USE YV/ HV BLADE 7 ONLY, OUALIFlE 6063-T5SALLOY NAD TEMMPPE�ONLYDE 1 - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID 1i_ SEE SECTIONS FOR VALIDITY_ UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER X TT X M!L Y Ae1 t COMPONENT A 8 T1 T2 X Y t , 2" 2" 0.125" 2" 5"MAX. 1/8" 1/80 3" 3" 0.090" 18 2" 5'MAX. 0.192" 0.192" E�w ©0 CORNER POSTS ALUMINUM ANGLES ,s 2.5' 7-MAX. 0.190• 0.190" FOR US BLADE Qt ALIFIED FOR USE W/ BLADE 1 6063-76 ALLOY AND TEMPER6063-T6 ALLOY AND TEMPER ® 2' 5'MAX. 0.139" 0.131' 6063-TG ALLOY AND TEMPER 11 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. Tft(/T J ;i BERTHA HVTM Q .• ENSF ' • A A Accordion Shutter System i L E C O i N c. ■ ■ ■ ■ KV.aXX#t W/OR W/O KV.WINDOW MADE k E American Shutter Systems ZLV.w ommPODN DATE DRAWN BY. M.L. .*; �l/, �f•� E TIWT TESTING & ENGINEERING COMPANY STATE OF r�` 6355 N.W.36th St.Ste.JOS.NRGttM GNMOS,FLORIDA 3319ASSOCIatIOne Inc. t OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-0. 0: 00t6te<a®aa1.<am West Palm Elcoch, FL 33407 3 FCDR`Oc\•_;� EB-06719 15-085 ••{.\�� WALTER A.TILLR Jn P.E. ail S/ONAX. % FLORIDA O�/44167 s SHEET P.E. S�bkl/6GM1T6E/DATE 6 2 OF 20 4.576' .929' 144'20 CAST JW In/ — A.29 ;4 Z 1 2.293' 74W* ;j;6 os SS." =Agr • (2 TW.) 6 HOUSING CAST awEDD MM TURN XN09. 'oma r • 1.325- .875 4 .318 xsr '0.A xa aws$C(COM —uIj a KM(COME (CHROME MTM) HIM 9ENTERMATE QUALIFIED FOR USE W/ HV SLADEq)&(g ONLY HY FLOATING CENTERMATO� HY X BY EGRESS LOCK 5w QUALIFIED FOR USE W/ QUAL 6R USE W/ W 6063- FOR USE W/ H1V BLADE(D&(j�ONLY JZD & BLADE(D& G ON BLADE (9 ONLY. QUALIFIED FOR USE W1 HV BLADEC)NILY 250*a. 2.874' 6063-76 ALLOY AND TEMPER PLASTIC HEAD 1.75e .922' 4.045' 02t. MOLDED To 2.079' 1.753" SCREW -1H60-AFTER RI`/ETING Z25' 0 BEFORE JERSEY ;9 lS.SleP--2., TH MBSCREW 0 x 144"9-20 RIVNUT* —T tSERIES 9444 ALLIWINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSM,PART I 0820.AS WNUFACMED BY ANVIL PLM FRONT E.'MON HY MALE "T" LOCK CENTERMATE CHEIM TEXTORN.PARSPPENY.NEW JER07054 OR EQUAL LOCKER FOR 'T" LDC CE MATE QUALIFIED FOR USE W/ HVBLADE (go H ALLOYONLY V FEMALE -T"--LOCK CENTERMAT HV L-OCK OW-ALTERNATIVE LOCK 6063-T6 TEMPER QUALIFIED FOR USE QUALIFBLADE IDDFO E&USE W1 HV QUALIFIED FOR USE W/ HV 13LADETONLY QUALIFIED FOR USE W/ W BLADEMONIY W/HV BLADE(D ONLY. ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE 1.917 1.917- r 3.161 -�-THU ETURN .4321 10301- .214- I CYU DER OR 063 KEY CYLINDER N -062' .214 LINDER .545- .125"Max. HDCENTERM O LO QUALIFIED FOR USE MV NCKING POP HD CEMMIRM G ROD SE W/ HV BLADE(g& UA QUALIFIED FOR USE W1 HV BLADE Q)&UA 6063-T6 ALLOY AN TEMPER 6063-T6 ALLOY AND TEMPER "S INS9R1 VARIES, 12� IN. QUALIFIED FOR USE W/ HV BLADE(,g&(j�) 1/4't 6063-T6 ALLOY AND TEMPER C�—(SEE Dar • —MMMURN IND. go OR KEY CYUNOER 1.78 Max. 3 HD UQCK 75MO OU-AtJRM-Ea_USF�6E(D ©6063-T6 ALLOY AND TEMPER HV 318"0-16 AC AL 0 AISI 304 13Y REGENT HARDWARE MORTISE LOCKS SERIES 2.333 HOOK DOLT LOCK. Z!, {5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1T& @ 15).LLED AT TRACKS FOR PROPER EMBEDMENT Z-4jf_1ED FQRkWV.1WrjjjX jmetj�/ QUALIFIED FOR USE W/ HV BLADE on (D FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM .Accordion Shutter System /TLrEc o A.S.S.A. H.V..a"#, w/OR w/o Kv.wNDw anx American Shuffer Sys%ms ZEV.Fk 0MCRIPTIM DRAWN ft M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. _DATE 6=NX 36th,St-St-3M VIR"A GARMC�,FLORID 3316 1 OLD 11-192 4/13/15 CIAV-- 4/13/15 Phw. (305)871-1530.F.:(3CS)871-1531 4268 Westroods Drive 2 .... ...... �aif:67t-o0coLmm West Palm Beach, FL 33407 3 DRAWING No """,SS10 ER-0005719 4 15-085 WALTER A.TIUJT Jr.P'C. P.E. SEAL/SIGNATURE/DATE FLORIDA U..111 44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M1 HV A 3/13"0 12'MIN. LE kNCE 625' 41 TO BLADE P 1 Q HV BLADE 1 j 1A ® 4 3 i I W WINDOW BLADE 1s7s'10625' :$ z-x •D�5' HV BLADE 1A t117 Y ® HV LONG RECESSED NYLON BUSHING zY II n KNUCKLE OPQRU� '062 o a a �) 625' ® HV SHORT RECESSED NYLON BUSHING 3 � ! " ® HV NYLON HAT WASHER OQR ® FIAT PORTION R7•���/ 3 50' i ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4' I- q I ! Mr-) n.750' X 0.870"x3/16"THICK NYLON WHEEL 3 I I - a 2 7/8'MIN. FfV WINDOW 315'0 CLEAR 0.188"0 ASI 302 SERIES S.S. RIVETS sEPATRanoN 3.7500' BLTNEFIJ .062HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR } oBLADES 53/4' 7� ON C TIERS•*+ Frn-m 5m, ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4, 4 " a �4 I•F C�1/4:' •r; FlFVMION ® POLYCARBONATE IMPACT RESISTANT FIV WINDOW i I BE1W� TYPICAL HV WINDOW BLADE AND I POLYCARBONATE HV WINDOW DETAIL 3 ' AOR ® 4 or N.T.S. ((SEE NOTE FOR j I ! I ! kEOUIRENENTS) , i (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BAYER MAKROLON 3103 POLYCARBONATE * I Y I 12'MIN.c CE RESINS, W-STABILIZED GRADE OR SABIC TO BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN *of PIN PEOIIIREM NITS AT EXTERIOR BLADE KNUCKLE FOR ! I I O OR ® i I (SEE NOTE "F" ON SHEET 19). o g (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR Nwo BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR r. BLADE'S j ! POLYCARBONATE SOURCES FOR HV BLADE. I EXTERIOR ® TYPICAL SHUTTER ASSEMBLY ,TPM PROPai U ANDAM N N.T.S. k® (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT ®zoEXTER1OREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324' KNUCKLE. �aFc GMT, A9M 0792 D.a13 my nw ro�BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 NOTE FaR EQUIREMENTS) 1FN9LE TIE1D SIDEiRCIRR ASf11 OaY 9,100µal. 9500 p.a.i. 51IRD4M Q TDD ASTM 0790 12x00 p. . 13,100p(3) HV PIN ® OR ®W/ 1/2" O.D_ 1/16" THICK S.S. WASHER 0 s Ii FBOMAL NODRl,15 ASTM am 74QOW R,l. MAW P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> 9 j DSD 1101CIfLD TZTm ASM TDsa ,L Fr-ro! 17 Fr-m! SHEET OO mF mom. WHEEL CARRIAGE DETAIL SMW DMW ASTM D] 472 xN.s z Tux N.is. ASSEMBLY LAYOUT PAIS OF uwm c ASTM DM D-,aA55 c-1 aAss N.T.S. SELF IOR0fla1 ASN DIM 10{0 T DLO'F MTdBfEe!!¢ ASTM aimTfrmu:sTTRTZRCTN AFTQR wTa1I1aRDRc ,uTR1 ala g=wl. UM P.1 n HV BLADE SOLID & HV WINDOW BLADE DETAILS Ta U MESS BOWE WINRELND AM am MI aaeD P� N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System 1L E C O �N�. H,,.BLADE , W,DR W/D HV.WINDOW BLADE /J� American Shutter Systems IEV.W DTSORIPOoN DATE DRAWN s,•: Mi * TIWT TESTING do ENGINEERING COMPANY ATE OF W.3 Association, Inc. 1 OLD 11-182 4/13/15 DATE: 4/13/15 � - x355 M. 6th.54 R'.705.WRCINUI GARDENS,fLOwOA 331fi -• Phan':(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -' 0RIDP i`�,`c a-naD:6teao0aolcam West Palm Beach, FL 33407 7 ��'� s/ANAL ENG`'o WALTER A.�0LLIr P.- a 15-085 P.E. 9`WVMO; RE/DATE FLORIDA ua•a aa,s7 6 SHEET OF 20 (B. ® ® * S LO D 1 IUNLIATOKI CONDITION N: ON HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 O SHUTTER SPAN FOR SPANS UP To 105',AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MA BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1 2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.Q� IF D ED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWD FN ©� LOCKS , OR MAY BE U AS AN INSIDE OR OUTSIDE LDCK-CONNECTION OF LOCKS TO CENTERMATES OR 9 SHALL BE AS INDICATED NOTE(1) ABOVE LOCA ON OF LOCKS SHALL BE INDICATED ON TYPICAL SHUTTER ELEVATION. NVB LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 aat2�a5 y�6 oN SO'oa®� ® 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. •TINE FIV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANL'ELEVATION. EIV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q�CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO TACKING RODS �>�o AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xne�-� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ° 'e5i3b`o 23 5. • ONE ALTERNATE M/LOCK MAY BE USED IN LIEU OF W LOCK or FOR ANY SPAN AND INSf TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE K.ATTACHMENT E k OF 1/4.0-20x3/4'S.S.THUMBSCREW TO©1 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4•ALUM. / � ' 3 IrJo H 0- i� I§g RNNUi AS SHOWN ON SECTION F{VE, SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 Z -mff \3 LOCKS AT 1/3 OF SHUTTER SPIN. / ® 6. MANDATORY CONDITION !7 FOR mylS NE MOUNTING BVSTALAMO/LS 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. HV 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 FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ SEE_FEND CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 F E N 1 J x L Y P S Ts FULL + *NOTES ON HV "T" LOCKS AND CENTERIATES: HEIGHT. VOF CORNER �� 1.aErnN•O ILTEf7�-ilE TO 1;"�.:TORY COMx�1 VI�+D ONLY FOR HV'1"LOCK 0.AWD CENTEItMMTES AND CENTERMATEQ$�; ONE ALTERNATE HV'T'LOCK(Sa MAY BE INSTALLED IN LIEU OF W LOCKS ®OR®FOR ANY SPAN AND ©°B®°fl©•OO ox®°RID'O°R I STALLATION AT ANY ELEVATION.ALTERNATE LOCK ,.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32' WINGNUT MAXIMUM OABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING DS®TOP AND BOTOM IS MAN8'RiVNUT.LOCK MAY BE INSTALLED DT MIDSPAN OR ATORY. 12' ATORY. *NO S 9N HD LOCKS S k CT ES: 1 Ho S i � : ONE ALTERNATE HD LOCK&MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOGOS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LACK®MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK®TO®S W/3 18 x 3/8'F.H. SS.MS.,AND INCLUDES T.S. REINFORCEMENT INSERT(g AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY FLORIDA BUILDING CODE(Mon High Velocity Hurricane one ������0, 7- �i' 0 2015 EASTERN METAL SUPPLY,INC. •' r BERTHA HVTM , w Accordion Shutter System , _ tLv. 13l+DE#T w/CR w/o R.v titroaw BtnDE American Shu"er Systems REV.W DESCIUMON oATE DRAWN BY: ML [ = TICCIT TESTING & ENGINEERING COMPANY A330CIOitOn, Inc. 1 OLD 11-192 4/13/15 omr• a/t3/t5 STATE OF ISM N.W.36th.SL,Sty.MS.VIHGPJU GARDENS,FLORIDA 331 Ph—:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No '• RI c-m l:Uteco®Dol.eom West Palm Beach, FL 33407 3 (L`�,'•........•.• ®-0006719 15-085 IONAI�e;���'`� WF�io�Ron uc d 901sT s SHEET P.E. s9z(Sq Le 5 OF 20 CRETE ANCHORS URED CONCRETE POURED POURED -(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 7/4'0-20x3/4"S.S. REQUIRED REQUIRED CONCRETE ANCHORS 11ACHlNE SCREWS CONCRETE ANCHORS 17 1 B FaR a1�(SLE uDUrmNc Q7}ON$tiO:TT 7) (SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) NUTS O 12'O.C. -- - w114 Mme- r/a'w20x3/a's.s. Mln. .1/4- SOREWS 0 Q --- USmG 1/4'-20 NUTS 2 a 12'O.C. /2 - - E D.* .280'Max. __ _ 13 OR 5 13 OR 15 a 0' n D 1 I .250"Max. * __ ,. I Max. I OPTIONALId PRONALIIOR ADE0 L 1 OR �` i EXISRNG MIN,SEPARATION TO GLASS t ��--(SEESCHEDULE ON SHE75SDNMao iMIN.SEPARATION TO GLASS 1 GLASS r—(SEE SCHEDULE ON SHEET 1IXISNNC � t HY WALL HEADEQ INSTALLATION GLASS — @ HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXG 1 ' MIN.SEPARATION TO GLASS `-""—" 1eH Ana ®� I O (SEE SCHEDULE ON SHEET i 1) 1 I 10 aAs(3S t t 1 OR I MIN,SEPARATION TO GLASS ' t 1 EXISTING �,satlue oN siEr I ii TM mAf@ 1 (SEE SCHEDULE 4N SHEET 11) GLASS cH Er ig 1 ( SLACU & s "a OPTIONAL i 1i i F/2 I OPRONAL l i 1/4'Max. E D.* it i 1 e rrII 15.D. 19TE. E,:Qj1/ 3 OR2oR� __ __ / /1 4'0-20x3 4'S.S,"- a PHILLIPS TRUSS HEAD "0-20x3/4'SS.PHIWPS 1 MACHINE SCREWS USING CONCRETE ANCHORSSS HEAD MACHINE SCREWS eANeRefe-Awww(SEE SCHEDULE ON 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. POURED CON Min. POURED CONCRETE SHEET 13) OR CONCR BLOCK OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WALL REAUIR D NV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) HY. WALL SILL INSTAU ATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL Sil L INSTALLATION I-,E FOR COMSHEET 4FUR PI AL TION SHUTTER HUT — INSTALLATION DETAILS W/ 1-SEE SHETT 4 FUR TYPICAL SHUTTER *E D.=EDGE DISTANCE ASSEMBLY ♦SEE UM ATiCTNS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 1 HV BLADE 04 ANY WAY TO SUIT ANY INSTALATION. 1111111/0/ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 14�/T��� 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ■1L r�•►/� A� �S�A■ Accordion Shutter System mid►V ANC. *; = H.v.BSE#1 W/O2 W/0 H,v.WIDOW MADE Amerfean Shutter Systems OESCOPTION DATE OPAWN Dr: M.L SAT OF TIWT TESTING & ENGINEERING COMPANY 9'•. ;�4C�; BASS N.N.3Rh.St,Ste 305,YW41M GARRET S,11aiM 3314 ASSOCTOtTOn. Inc. 1 OLD 11-192 4 13/15 DATE- a/13/1s Ptwrre:(305)871-1530.Fax:(305)871-1531 4258 Westroods Drive 2 ''SFS'•.,,,,,..•''G\ ���`� a-mail:ti�tcaoOaoLwm West Palm Beach, FL 33407 3 DRAWING No ll, ONALtiN it`\� m-oTILLIT 15-0855 �llglll 111111\�\ 'WALTER A 711N Jr.P,E. 4 P.E. SEAtf «NATUREfDATE FI0 'ue.g 4aI67 5 SHEET 6 6 OF 28 POURED CONCRETE ANCHORS uQt SPAAIQtoT 1 OR ®� m qA's CONCRETE (SEE SCHEDULE ON SHEET 13) i mliASS(SFE EXISTING I I It L NN.SLPMARON ! ) ,(SEE sctanue oN � REQUIRED EDGE OF —i 1�EON SHEET WM(D GLASS ,a+.sPrR,raF I slEeT it) ' SLAB IF I O49w 19 TUR i ro alU3 D. APPLICABLE EXISTING aADFSmh� <' �(ssE waDue 9 GLASS i a veer u) I � ALTERNATE i i i i � i i i i EXISTING ii PNCHOR t i y F ,t GUlS i ✓ LOCATION „ I i F � ,I „ I I t t 810x3/4'HEX WASHER HEAD )) OR )3 OR 1$ i 3/8 uTSCREWS® 12'O.C. 8 SDGE LAB OIF MIN IX " 3/a uN. CONCRETE ANCHORS APPLICABLE I ro ©+ 7 (SEE SCHEDULE ON SHEET 13) E l i t t I EDGE OF D. I 't� SLAB IF EXISTING LAB OF—a IF . X1/2 1 GEE OF APPLICABLE IF APPUCABLE _0, 0' POURID i W SEPA APPLICABLE POURED .D. CONCRETE FLAT SCHEDULE ON CONCRETE TORS CONCRETE ( ) -� t��atON m POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ON SHEET,9 ray 1 OR CONCRETE aADsO)ap REWIRED D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t (J)HV WALK—OVER INSTALLATION DESIGN LE RE PRESSURERATING & FOR SPANS PER SCHED EET 11 HV CEILING INSTALLATION amnG "LAG—L �i0 CONCRETE ANCHORS -Lsm Fmt 47MANIw O (SEE SCHEDULE ON 1/49 aW I3mLex TAPoDN,W/ Safi iQ I O SHEET 15) ADAANOW THROADFORM 1 . t ox v6er,q EXISTING y I EXISTING Te'UNOLOGY OR 7/4"9 TOWELS EXISTING ,mL 9rPNUax1 ro 41AS5 � _�� �� CLASS---i FASTENERS TAPPER+ANCHORS W/ MAX. GLASS--, CUSS —j�,aanae aN seer,I) LJ =I� ,NL ro 1 3/4'I,NL E)W11ENr 0 6' I(sE SotaRE vy „) II r O.G FOR LA 10 6'-0•SPAN AND 1.y D ,1"A I' I acFOR spms LAR=THAN 1/4' ' rfi' 1 4g/g+n-0Hr IIir-0FASfE7+D7 F'�fAYD 1.y rl i i I i 1... i 1MAX. (iYP.)(3NOI X1L>x3/4'HIX E. FOR UMTMTXRLS ® 3/6' MAX. OR 3 t$ i I a i I TSI(SCREWS cONr SEAtJvtr t. W NUL 1 8" 0 12'O.C. 1 Be 8 /14x3/4" HIX HEAD ' _ ,, t I [••e^ t/4►-20x3/4"SS u5 TIX SCREWS®9'O.C. - --- 14x3 4 S.D.S. _ CONCRETE ANCHORS n 1 _ _ 6 + 70 3/ '� / I i i 1/4• ..',� .•.:.,:' UaNC 120 NUrs OR 1/4'0-20 S.S.M.S. (�SCHEDULE ON ®9'O.C. 0 72'O.C. W/NUT 0 9'O.C. i SHEEP 14) 1 '•'•.•••,''� aasmG NON SrRucnnlL n ..� RA 17 OR 16 __-_ -�______ O 1/2' 1' )7 R 1 S ;.•.1•.2.00 E.D. `ty w TRW(DECORATIVE CO �yi J EDGE�F 114x3/4'F.H.S.D.S. MIN. r Po�� E 0 9'Q.C. APPUCABLE CONCRETE ANCHORS SEE NOTE 13(b) �OUNED D POURED CONCRt7E (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 '' '•'•:• ••. '. D. OR CONCRETE BLOCK REQUIRED REQUIRED ®KEYSTONE lAOUNTING INSTAL!eTION OPTIONAL POURED O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MA�QYOM A.S.O.DEsreN PRESSURE'+".-72 wr MAmum s"urrER SPAN 6'-0• REQUIRED d HV RAINGUARD INSTALLATION t m: N N t Is INSTALLATION SHALL BE RFinaVABLE WHEN PERFORMED EDGE DISTANCE ADJACENT TO AN OPERABLE EXR SEE UMRAT70NS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE®ON SHEET 19 INSTALLATION DETAILS Wf 1C� HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone IN ANY WAY To SUR ANY INSTALLATION. A:•TQ/TA/A/// ®2015 EhSTERN METAL SUPPLY, INC. BERTHA HVTM V\GENSF' -- Accordion Shutter System e�C® 1■c. A,S.SoAmKV.MADE f1 W/OR W/0 RV WINDOW BADE *L �Al]/j�(•� * American Shutter Systems tEV.No DESCR"@F DATE DRAWN BY: uL o'• SIIAT�E OF TINT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 &717 N.N.36th.SL.Ste.303.VIa A GARDENS.FLORMA 331U 4268 Westroads Drive 2 TMone:(305)871-1530.Fax:(305)871-1531 DRAWING No e- -I:uKe000L�a,,, West Polrn Beach, FL 33407 3 15-085 •.......•'w,�j\\�� EB-0006719 4 'AAA S/ON Al E ��� WALTER A TILLR Jr.P.E P.E. S'l&ySlu"NA�(UURE/DATE FLW2 U uo.9+x167 6 SHEEP 6 7 OF 20 SEE END WALL CONNECTI ON SHEETS 10 18 SEE 14OWS ON LOOKING RODS W LOCKS(9 cr Fo-—UT-I w 71 N r EXISTING INSTALLATIONS W/-(j) HV AND ALTO;!NATE W LOOK 0 ON SHEET 5. T ai, E C SLACK DEWL HW IS VALID FOR ALL BLADE W1 HV QENTERMATEDS7C—efnRMATES APPLICATION WITH BLADE(]) f , OR SEE END WALL (2 CONNECTION IE)(ISTING GLASS DETAILS ON SHEETS, 10 A lff--1 — _._——_.-———-__._..-————._„_————————————————_' "-—— .3 1/1' 7. 6 1/-2- - (6063-T6 ALLOY)ALUM 7- ANGLE W/(2) 1/4.0 TAPCON OPPOSING ANCHORS TO CONCRETE SYMMETRYCAL (rop/BOTTOM)& CENTERMATES (4)f14x1/2• To TUBE #10.3/4-S M S 0 12* CENTERMATES MIN, SEPAPATION A EACH" D.C.�61*U5 3M/ HV LQQK or 65 TO GLASS , ZCH'I NrHT. AL HV LOCK ]4�r (SEE SCHEDULE 5 IN I3M ON SHEET 11) F log ro--u—T] HVA HVQHVQ @-0-@-0-@-@-@- EXISTING GLASS POURED CONCRETE OR -0-@-(D-(D- CONCRETE BLOCK WALL -A REQU ED @:(D-@-@-@ I?----------------- ,0 --------------- Rl AL crass SYMMET IN 6 7 +ff,(:D-(Z @- MIN EPARAnON CENTERMATES 4 CLASS r��w OPTIONAL (SEE SCHEDULE W/ HV LOCK ON SHEET 11) NON.SEPARATION TO CLASS {SEE SCHEDULE IN t-. ON SHEET 11) (INTERIOR) ro—u T CONCRETE ANCHOR T' -ZRIORj au P--,O/F , LION-- Tl� ETE ES Lw2 F6 uT 6 1/2- ,SLACK (E)(TER(OR) HVE HVF** HVD our FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVT, 11LIEC 0 &S.S.A. v.Accordion Shutter System R-ADE#1 W/CR W/O KV. WINCIM RADE AmerEcan Shutter Systems ?EV.N4 Oesaw"TON DATE 1) BY! TILUT TESTING & ENGINEERING COMPANY M.L STATE OF -.c-- 63W5 N.W.36th.St,St.30.VIRGINIA GARDENS,FUIRM4 L Assocliatlon, Inc. I OLD 11-192 DATE 4/13/15 T(35)871-1530.I-:(305)871-I531 4268 Westroods Drive 2 DRAWING -.0;Utt...a..( West Palm Beach, FL 33407 3 No EB-OOM719 8 WALTER A.TUff j, P.E. 4 15-05 P.E. FLORIDA Lia.j 44167 5 SHEET OF 20 ALTERNATE INSTALLATION —X/HV -T" LOCK d V MALE FEMALE -T- LOGS CENTER AT 8 8t LOC ERS Y BLADE M END c:ONNE1 m DETAILS ON a'MS 10 A to INSTALLATION {17 HV BLADE flUT IN '��/ CUM8. ON 9}REW/ HD CENTERMATES (3`� 6tFDEofiucx oErat WKIND+rtirEu I' As WELL AS uNrvEr a FLOATING aOA we w UnT s Q INDICATED ON u 56sasxEHEETrA. tsxi SaDETAIL 114 SHOWN . ALL CDNNECTOPI ENDSHEETS tD h 1A 0. i �•a�Q®•moo•®m ANGLE w z7 1/i rAPcul , �� I `� 35* 35 AN ccNcaErE (4)11D+lit'F W (T'� i tvauac rus'i --------------------------- <wmaw.) ____ 4 (oP'trowW ----------------------- 30#HV "T" IN (4)N.v. IN M)H.v. 3 -------- 3 LOCK (INSIDE) 1 PIN s ') s 7 3/4• Pfits ) - 1 - - - -- - -—-—-—-—-—-—- —.-fit---- --- -�---- --- 59 1 1 5OUT 31 ors 32 3 31 aR 32 31 oR�2 3 31 ORr J SEs NOTE 6 FOR W L=0, 2 -1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (araNn 1 -I^LOCK,ON SHEff W/ 7/8"0 x 3/32" WINGNUT. <« ,.>HD8-HVI3 oUT t DC-HVC 5 OHV "T" LOCK (OUTSIDE) (� SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES t SORES 9"4 AUMWW HVG* W/Q! LOCK (EXTERIOR) W/__ LOCK (tNTE (ORl 2024-13&L"LARGE RANGE,Ha SIiM MOSW PART 1 DE2D. �maomo 1a•tea AS MANUFADNREa 6Y ASDEt CHEIM1a�hmQ •6 ©•�� Tw M WML 07OU O PEQUALENr,NEW JEISEY O.0 — ---------- --------- o �—HDB[D0.5 GN 9�ET3 3 � � ## ruunNc a-Hcd-Nw s APRYAT Mi mH BtAXE) HDD-HVD** FLOATING STACK 111u1u71T•• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Q 2615 FAtiiFRN METAL SUPPLY, INC. �? �\cEn�sF �,. BERTHA HVTM Accordion Shutter System - 1 1 6. E C 0 mc. RV.eu1 w/oR w/o H v WINWW eLAaE *� TICCIT TESTING & ENGINEERING COMPANY Atriartt:tin Shutter Systems _ DFSCRtpTtDN WE Mw BY. ui TATE OF 4 63W N.W.361N.St,Sts 315.VGCINIA GARDENS,nDRM 3316 Assaclatlon, Inc, 1 OLD 11-192 4/13/15 DATE: 4/13/15 %� r Pt—:(so5)871-15W.FM:(305)671-1531 4255 Westroads Drive 2 DRAWING No � \ i a- 61:UIL-600i.wr" West Palm Beach, FL 33407 3 ""IZzSIONALti Ci``', WALTMFLORIDA u gT49a16� s Es- 15—Q$5 P.E. S tJ l%'TUREjDATE 6 SHE 8 OF 20 POURED CONCRETE OURED CONCRETE POURED CONCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED REQUIRED /—EXISTING GVS^ EXISTING GLASS _(7 2"MIN EXISTING GLASS CONCRETE AMONG"D. �IXISnNC CLASS _� t 1 1, ,� _ ® 16.O.C. _� �y gpApAn� T 2"MIN. ro GLASS(SEE MIN SEPARATION . MK SEPARATION I MIN.SEPARATION SO To ON SHEET TO GLA55(SEE ro GLASS(SEE EQ EQ TO GLASS(SEE 11 FOR BLADE®MID SCHEDULE ON SHE17 �� SCHEDLI E ON SHEET SO-�AP ON SFFET 1/16'x3'MAX. ON SFO 19 FOR 11 FOR EAADE®AMID 11 O RADE mA1dI // 11 FOR BfADEDAND (6063-T6)CONT. BLADES(D& ON SHEET 19 FOR 1/2' OM 91ta 19 FDR (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER ExADFS(D& PLATE ((LOCATE 1/2 OTHO)SIDE AT E1IHERFSIDE MIN. \ i 4,USE 1.OR 2'MAX. 1/2'MIN. ow L 10x1/2'S.M.S. I ___—_ AL INUM ABP ANGLE •x0'-z' ' ALUMINUM CLIP ANGLE 110x1/2'S.M.S. a i6°O.C. \ (6063-T6 ALLOY)AT MIDHEIGHT ® 16'D.C. - W\� , 4 (1) @1ox1/2's.M.s.To®& (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1•D.C. (LOCATE AT 5 SEE D X FO i OR EITHER SIDE OFQ) i OR SIDE CONNECTION OR ®� SEE DETAIL X FOR 1 OR ®• TO TRK' SEE DETAIL X FO 4 SIDE CONNECTION ®�'®°"l:l'O7°'© 0 SIDE CONNECTION °i®"'©•�'�® 10•®w ®w�w6 70=8 f0+®w To TRACKS w w6 (7�w_8 0.®w 10•®^^©'�©•®w TO TRACKS �•®®©•�©•©w ®•®a®.®@®•®w� 60.®w®•®wp.�w , O END CONNECTION DETAIL 4 END CONNECTION DETAII.O END CONNECTION DETAtL� END CONNECTION DETAIL 3 F+ REQUIRED ONLY FOR SPANS GREATER THAN 12•:! POURED CONCRETE OR EXISTING 4 EXISTING GLASS CONCRETE BLOCK WALL GLISS REQUIRED �1 1/2`S.M. CLASS(SEE MR SEPARATION 1 b—_____ ON SHEET TO GLASS(SEE 0 16" .C. MIN SEPARAION 'b -- 6 OR®OROOR 1111 F�BIGDEm CONCRETE 1/2' MIN. E ON SHEET _ ON SH EL7 19 FOR ANCHOR 011 FOR MADEON SHEET 19(DAND 4 ______ _______ QOR©OR(qOR(3 FOR CONCRETE BLADES�& 12"O.C. 5 BLADES p&(D _____ _ ORg ANCHOR Q O.C. - 1/2'MIN. - 4 EQ Y MIN. 2' SEE MIN. GLAD ®ONHS OF SHEETU19 FOR @ORQOR�OR(3-0 VIEW Y 5 1 OR ®' PLAN I OR � ' mw©Ow®°� ®a DETAIL X POURED CONCRETE OR ®°°©'70�'© 10•®°t 10m®a®•�©•©w CONCRETE BLOCK WALL 7 6 7 REQUIRED �©•O•©w©•O•®w O.O•©w0.O•®w n HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. NQ CONNECTION DETAILQ ®•®w®•®w®•®w" END CONNECTION DETAIL© w®® FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone - - --- ©2015 EASTERN METAL SUPPLY.INC. \CEN _ BERTHA HVTM P ' Accordion Shutter System L m E L E O .Mc.c. ® ® H.V. BLADE 1 w/OR w/o H.V.wltooav BADE American Shutter Systems REV.It. DESCRUMON DATE DRAWN BY: ALL • TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF 'a 63M N.W.3M.SL.Sl 305.VWG0"CNMENS.FUMMA 3316f4268 Westroods Drive 2 9 Ph-.:(305)871-1530.Fax:(305)871-1531 DRAWING No ,r•., ORl ` :6ltee a d.— West Palm Beach, FL 33407 3 15-085 KCS+'•.......•.'G\`�� CD3-0006719 4 '''AA.,,s/ON A4�e;,.l` WALTER A.LTI I 4.767 s SHEET P.E. ILAtfURE/DATE 6 10 OF 20 SCHEDULE $1 SGHECIL} H 11 F?tE3i MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" ]MUM SHUTTER SPANS"L+' (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR INSTALLATION LEGEND • NOTES CENTERMATES.® &@ or or ( ) R "L-" (ft.) INSTALLATIONS . INSTALLATIONS W/ W METRICAL f. W/ ONE H.V. LOCK or of or �PLlEB CONCRETE & & W000 (1)L+:MAXIMUM ALLOWABLE SPAN FOR GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK 0r®or & W/ONE HV LOCKS MAN�RY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES & W/ ONE HV 'T' W/ NO LOCKING RODS� OR W/ NO LOCKING WALL A, B. G, 0, E, M, N. O p 0, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK W (SEE NOTES t,tF) ODS A.S.D.DESIGN PRESSURE RATING. �) /1W0 LOCKING RODS TOP & MOUNTING F, K & L R. S. & V. BOTTOM SEE NOTES t.ft (VAUD FOR MOUNTING(D (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING I1�SS CONCRETE&WOOD G. H. I, Il, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: OD tatirrn»a CONCRETE&WOINSTALLA7TONS V MOUNTING �nra INSTAL MArom.IM CONCRETE & M CAPONS A.3,A.3,13. FS' S..DA INSTALLATIONS GIVEN A POSRIVE A.S.D.DESIGN PRESSURE RATING, WALL MOUNTING —FUOOR/COUNG �PI'MisuRE WAIL MOUNTING FRESM C DETERMINE MAXIMUM SPM! 'L+" FROM SCHEDULE. ( MOUNTING �` & RA ROOR/CoLiNG u0UNMG ROGR/CEIUNG MOUNTING (a•e.r.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, OOFLR' AL1.MOLUNt1NG yt DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. L4 (tt} L-(81 L+(0) L-(A) L# IN L-(9) E+ {si} -Qt} 0 MAXIMUM SHUTTER SPAN `L+"OR "L-"FOR 30 OR LES 16'-0- 16'-0' 16"-0' 16--o- 1 30 16'-0' 16'-0' 30 i6'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 105 Psf.AS.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAT BETWEEN "L+"AND 'L-". 35 _ t4'-10' 14'-i0' i5-2' iS'-q 35 F4'-70' ta'-10' 35 t5-2' t6'-t0' 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'-t' t3'-t' i3'-4" 14'-3' 45- 13'-1` 13'-t" 45 13'-4" 14'-3' t W CORNER CENTERMATE#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• 50 12'-3' 13"-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 i 1'-10' t V-10' 12'-i' 12'-17" 55 i t'-10' t i'-t0" 55 71'-1" 7 i'-1 t" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR h GIVEN POSITIVE AS.O. DESIGN PRESSURE 60 ]1'-4' 17"-4' 11'-7' 12'-4" 60 11'-4' 11'-4" 60 10'-2' 10'-11" NOTE �S,SHEET 5. RATING: 65 10'-10" 10'-10' ti'--1' 11'-1 t' 65 10'-TO' 10'-1(" 65 9'-5' 10'-1• DETERMINE_ 70 10'-6' 10'-6' 10'-9' 11'-5" 70 10•-6' 10'-6" 70 8'-9• 9-4" LI+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=A.Y.K. SPAN FOR FLOOR/CEIUNG MOUNTING 75 -10, iq'-t' 10"-4' 11'-1' 75 t0'-1' t0'-1' 75 - R'-9" tf EXC1PT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-t0` 9'-To' 10'-0' 10'-9' 80 9'-10' 9'-IO' "L-'AND MAXIMUM A.S.D.DESGG PRESSURE KNUNG FOR FOR A GIVEN NEGATIVE R.S.D. DESIGN PRESSURE 85 9'-6' W-6" 9'-9' 10'-5' 8S 9'-6` W-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 9'-3' 9'-5' 10'-1' 90 9'-3" 9'-3' SHALL BE LIMNED AS FOLLOWS: DETERMINE 95 W-0' 8'-9' 9•-2' 9'-10' 95 9'-0' B'-9' I- CONNECTIONS TO KEYSTONE MOUNTING Lr= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' W-4' 9'-0" 9'-7' 100 W-9' W-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2--MAX_SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 W-7' 7'-11' 8'-9" 9'-4' 105 8'-7' 7'-1t' 110 8'-4' 7'-7' 8'-7' 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6•-2• r-s SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+; "1.2+", 'Lt AND 12 -O' 6•-t1" 8'-2" 8'-' 120 W-0' 6'-T1' 125 7'-10' 6'-9' 8'-0" B'-5' 125 T-10" 6.-8' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 T-8' 6'-5' T-10' 8'-Y 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 7' W-2' 7'-9' T-9' 135 T-7' 6'-2' WIND ZONE SPACING. 140 7'-5' S-11' 7'-7" 7'-6- too 7'-5' 5'-17 ASTM E-1996 SEPARATION 145 _7'-3• 5'-9' 7'-5° T-3' 145 7"-3' 6"-9' TO GLASS 150 7'-2" S-7' 7'-4' 7'-0' 150 7'-2' W-7- 155 Y-o' 57-5' 7'-2' 6'-9' 155 7•-O' 3 THRU 3 160 W-11" W-2" 7'-1' V-7' 160 6'-11' S'-2" 165 W-10' W-i' 7'-0' 6'-4' 165 6'-10• W-i' 170 W-9' 4'-11" 6'-11' 6'-2 170 6'-9' 4'-11' 175 -7 4!-9*4'-9' 6'-9" 6'-0 175 6'-7' 4'-9' 180 W-6' 4'-6• 6'-8' 5'-10' 180 6"-6" 4'—Be T_.. H V BLADE 165 6'-S 4'-5• 6'-7` 5•-8' 785 fi'�-5' 4'-s' 190 6'-4' 4'-5' 6'-6' 5-6' 1904'-5' 195 6''3' 4'-3' 6'--5' 5'-5' 195 6'-3" 4'-3' -4' 5'-3' 200 6'-2' 4'-2' 205 6M�1' 205 6'-t' 4•-r ILOIRIDt1 BUILDING CODE(�3on High VelQGity Hurricane Zone t7\7\111itN1lTN�T� 0 2oFS EASTERN METAL SUPPLY, INC. AL ----� p3 BERTHA HYTM _ 1 TAccordion Shutter System � s ;:aC. . S TLV.t�n1 W/OR W/O H.V.WNWN RADE • r "`� :..k TTLLIT TESTING & ENGINEERING COMPANY Am®PI''a!1 Shutter Sys#ems Et,_W DATE MWN BY:MM'XY G - 6155 N.W.76th.St,Ste.303.VIRM""MM,FIDRGN 371 Association. 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Cooppoo1popppp. No C o al C©e opo oil ongoingpppn pp a gIsm 9Sam 666gggg666 666 6 ®®6 eeC COeee©© Niglioppmopppo o �a8mom amomaaa®amaa as ® ®m 9®a am mama m6mamI®poppoppo F3BB�o 9.89BBoal 980 BBB BBB BBB 888:988 8988888 8888888 SIAAMUM ANCHOR° SPACING (i0) cCHmLn F FOR A GIVEN MAX, SHUM SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES TF-Cim NECATW PptmRE RATING AtQ A OORRESPONDING 1l"F FO TYPE RR CONLY>£TF OR BI-(Y1[M6S0 ATIOt1S (SEE MOUNTINGS E:D.&H ON SHEER 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BDCX POURED C011RIEFE (A) TO EXISTING POURED CONCRETE(Mtn.Ye-3 keT) QE WALL SILL MOUNTINGr3WO ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.rc=3 k6i) �� ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.DOLT&SPECIALTY COMPANY.(Min.f e=3 ksi) (,1) D.GSSG,NF)'m mss=ILOIItC .DUM AEGUIYE F W. RATING D0a1 WEGAilt'E PIiESNPE RATOD - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Mn.Pc=2 kai) 30 40 60175190 120 160 205 40 fi0 75 120 160 205 30 10 60 75 s0 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHOROED VEN�DOR REGISTERED WITH 111E AMF_RICAN SHUTTER SYSTEM ASSOCIATION-INC. 74 12 10 9 6 8 6 1 5.5 14 12 110 9 6 6 8 14 12 10 9 B B b 6 THREADFORM TECHNOLOGY (Wn, Fc-3 kai) 3'-0' 14 12 10 9 B 0 6 6 14 12 10 9 8 6 6 6 14 12 10 9 8 B 6 6 ALL POINTS SCUD-SET OR 1{ 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 A1)MINIMUM EMBMMENT INTO POURED CONCRETE OF TAPI'ON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 35 14 12 10. f) e B 8 6 14112 10 9 1 e 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0 14 12 10 9 8 8 6 B 74 12 10 9 8 B 6 6 14 12 10 9 8 B 6 55 14 12 10 9 6 B 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 8 4 a A.2)MINIMUM EMBEDMENT OF 1/4,0 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE 7/8'8770 THE POURED CONCRETE NO EkIBEDk1F?7T _ 74 72 10 8 8 8 6 4.5 14 12 10 9 8 6 6 55 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE FERMTITED. 1/4.0-20 S.S.MACHINE SCREYJ USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EMST,AND 14 12 10 9 M SS 3S - 14 12 10 9 8 6 6 5 14 12 10 0 8 7 55 4 e SEE t1uDAtiws of USE ETIR 1'MINIMUM FOR WALLS WITH NO STUCCO. 11 12 10 9 II 8 6 6 14 12 70 9 B 8 6 5S 14 12 10 9 8 8 6 45 9U•DE Orl 36Ef i9 14 12 10 9 8 7 t - 14 12 10 s _8 65_ 5 '3S 14 12 10 8' 6S 5 3.5 3 A.3)IN CASE THU`PRECAST SICCIE.PRECAs CONCRETE P:L^fE1S• PAVERS OR ANY V0JEFR BE FOUND ON THE EXISTING WALL OR.FLOOR. 7a 12 10 9 6 7S 4.5 14 t2 10 9 e B 6 45 tt 12 10 9 8 6 4.5 75 ANCHORS SHVL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 85 4.5 14 12 10 s B 7S 55 4 14 12 10 s 8 B 45 35 NOTES A1)&A2)ABOVE.FOP.INSTALLATIONS ON'V:PTYL SIDING OR EIFS WITH OR Wtr'HOUr METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 e - t4 12 10 9 e B 8 5 t4 12 10 9 B 65 'S JS INSTAlL1TIOM INTO DFS WITH METAL STUDS SEE SHEEN'20. 6'-0' 14 12 10 9 75 55 3 - 14 12 10 eS 7 55 4 3 14 12 B 6S 55 4 3 - - _ 14 12 t0 9 8 6 - - 1L 12 10 9 B eS 5 75 14 12 10 18Z e S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14�12 1 65 85 3 - - 14 12 10 9 e 6.5 4S 35 14 12 10 8 7 5 35 3 - 1/4'0 TA-COP;OR TAFCO':WITH PO,ICED THRFAOFORH TECHNOLOGY YNCHORS,AS MANUFACTURED BY I.T.W.BUILDEX t4 12 �t0 9 H 8_ f4 _12 10 9 6 7 a 4 74 12 f0 9 75 55 4 3 - 1/4'0 x3/4''ALL FOIMS SOLD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. �-0• fa 12 10 8 G5 a _ 1s 12 9 75 6 7 3.5 - 14 12 7 51 45 35 - - 1/4.0 BLUE TA'CONCPEETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1{ /2 l0 6.5 7 4 I -_1a 12 l0 _9 75 5s_ 4_ - t4 1 tz 9 7 7S a3 - _ - 1/L'0 TIPPER` ANCHOR;.4S M:.IUFAGTURED B:POWERS FASTEHETIS,INC.,AND DISTRIBUTED 13Y ALL PO4VITS SCREW.BOLT&SPECIALTY I 1L i 11 7 55 45 - - - 14 12 10 s 7.S 55 4 I- 14 12 9 7 8 45 3 - OMPIN'Y OR ANf OTHER APPROPi D LICIDISEL OR AurHoazED VE"iDCR REGISFEREO WITH TIE AMERICAN SHLYTER SYSTEMS ASSOCIATION,INC. 8-0 fi 72 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 65 8 3S _ NOTES: 74 2 8.5 7 5.5 3 - - to 12 0 E.5 5.5 a 3 - 25 9.5 E 5 + 3 - B_t)68N3MUM Fwswwaff IML CONCRETE BLOCK.OF TAPC(.YN,BLUE TAP'B/CAP ANCHORS AND TAFPER+ANCHORS IS 1 1/4'AND TAPCON ,._,• 14.42 S5 7.5 d ___,_4_12 9-5 6 ES 5 - - U4 12 6 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS R 1'. I-- 13 OS 6S 5 IS�_ - - 14 12 10 8 E.5 5 - - 14 12 11 6.5 5 4 - 14 t2 SO s_ 6 = _ _- fi 12 10 9 75 45 = 14 12 e.s 7 SS e _ = 82}M?11MUP.t EM9LDMDiT OF 1/t 0 x 3/4•ALL PCiii15 SOLID-SET ANCHORS SNSV-L EE ENTIRELY FWBEDOED INTO THE CONCRETE BLOCK NO L-14 :15 73 6 :4 t1 7 ss 5 3.5 - 11 B 5.5 4-5 3.5 LUBED&JEENT INTO STUCCO SHALL BE PER;JITIED. 1/4'0-20 SS.MApI:NE SCPSI:I USED SHALL BE t 1/2'LONG MINIMUM SHOULD STUCCO 14 72 B 8-5 45 to 12 as 7 _ 4 14 ta5 7 SS 6 4S - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. _.5 8S 55 4_ - - - - 14 12 9 7 6 45 - 14 11 7 5.5 L5 15 - - 10'-0' 1 12 10 9 71 - - - 14 12 f0 ti'6.5 - - 14 12 B 6 5 4 _ _ B-3)IN CASE THAT PRECAST SLONE,PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE IXISfING WALL OR FLOOR, 14 105 7 5 3-5 - - - 13 95 6S 5 4 3 - - 10 75 5 4 3 AYC40RS SPALL BE LONG ENOUGH TO REACH THE WAN SrUCIURE BEHIND SAID WANT FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 4 it 7.5 118 9. 6 5 4 _ = 2S 95 6 5 4 4 _ = NOTLS&1)&B2)ABOYE FOR INSTALLAT,O:S ON VINYL SINNING OR GFS WITH OR WITHOUT METAL MUDS CONSULT THIS ENGINEER. 9H0 i05 8 'S 14 72 8 66 55 4 2. 1. 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11• 0' 14 72 70 _ _ _ t4 72 9 7 6 4-5 - 14 10.5 7 5S 4S 35 - (C) ANCHORS SMu_L BE INTr.LLEEO FOLLCIVI NG ALL OF THE RECOMMENDATIONS 7N0 SPECIFICATIONS OF TIE ANCHOR'S MANUFACTURER. 7_5 95 5 _ _ 12 9 6 45 L 3 9 7 45 3.5 3 - - __ 14 10 7 - - - - 14_10-5 7 5.5 45 - - 1.5 BS 55 4,5 75 - - - (C) SEE SCHEDULE B�0'N FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 4S - - -- t4 I1.5 7.5 E 5 - - - 12 e E 14.51 4 - 1-I- 12'-0'11 12 1c - - - - - 14 f2 B 65 SS - - _ ,J m 65 5 4 _ _ _ EDGE DISTANCE VEP"US SPACING SCHEDULE FOR ANCHORS: TI b 9.5 4.5 - I7 S SS 435 - 8 6 4. 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE otsrANCE3 INDICATED BELOW.FOR E D.LESS THIN THE INDICATED.REDUCE ANCHOR SPACING 7.5 9.5 6 - - - - - 13 95 E5 5 4 - - - 0.5 8 5 4 BY MULTIPLYING SPAGI?IG SHOWN ON SCHEDULE BY THE FOIIAWING FACTORS. .--i`- - - - - P,£W^..E'D SPFS]tiG OULC.•icD CZRIC F,L^T_OR SW1 NIOT BE LESS D1AN,V.!Nfl\ri1G SPACWG INDICATED FOR EACH ANCHOR TYPE 10.5 7 55 45 - - - 11 65 55 45 3.5 - - - - - - - - -' 13'-0' t4 12 = - - - - - 14 118 75 6 5 - _ tl,7 r55 6 45 4 - - - FACTOR OS 8 - - - - - - t0 75 5 4 3 4 3 ACTLLLL TA,I>�7,,y}yTp{ADVANCED TAPPER+ EDGE TAPCON ALL PAINT SOLID SET BLUE TAP W/CAP ,2 9 6 45 4 - - 5 4 - - - - py y r THREADFORIJ TECHNOLOGY ERN.SPACING r8 E - - - - - 13 95 65 5 - - - 5 4 - - - - I`I\� BLADE OR UtG`UliCE -- -- - E.D. MIN.SPACING=3' MIN.SPPGRIC m 3' MIN.SPACING-3 1/2' MIN.SPACING=X 3 3/4' 4' 14 12 - - - - - - 14 10.5 7 5.5 - - 5.5 4.5 -I- - - `T ;IED CCNCR & POURED CONCRETE& POURED CONCRETE&POLED OOLFtIE OORETE 9D0( Cl)'10 73 - - - - - - 6 7 45 3.5 - - - 3b 3 - - - - H` ULA®E �� '� g1S e - - - - - - 11 8 _5.5 45 - - - - 9 45 - - - - - CONCR�BOCK CONCRETE BLOCK COKCFETE BLOCK �M•3 1/Y MH ED.•2 1/2' MN.F_II=3 1/2'k1N.EM-2 1/2" --7.5 - - 12 8 6 - - 95 7 '45 - -I- - - 1A HV WINDOW 1eJ.ED=3' NN ED•31 LMH.F_D.•3' 3s to E5 - - - - - os B 5 - - - - - BLADE WORKING 3' 1.0 090 1.0 D.78 1_0 o.B4 to I5-0 9 _ _ _ - - - - 85 5 J - - - - - IN UNISON O 2 1/2' - 0.81 1.0 0.67 lA 10 - - 0.5 B 5 - - e5 B 4 _ _ _ _ _ Y - 0.71 - - 0.51 7 - - - - - - 1s HS S_ - - - - - 9 eS 45 - - - - - 11 0.43 14 - - - - - - - 25 55 6 - - - - - 10 7S 5 - - - - - 1 I/ 03.5 - - _ - - B 6 45 J - - g5 - 8 6 4 - - - 1=LORIDA BUI�.DING Col )E Brigil Velocity Hurricane Lone • -_.�_.:_�_._..,...�_._.._.-n ___.��-_._.._,.�__�.._._._�_ _ \\\\\t�:__ TI:a AAS _ __�Wv�- __��_ ._®2015 EASTERN METAL SUPPLY. INC. \.. P• CLIT '�. BERTHA HVTM r EN� ••, �--. Accordion olKIJ mgY/ RR .WNQmADEE TIL1R TESTING g ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN RAY: M.L 6353 N.W.TE36tIN stn JOT',MINERG�RING MPAUMDA Y Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 4268 Westroads Drive x Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO OR ��``� a matl:1I�Eeonm.com West Palm Beach, FL 33407 3 5-085 WALTER A.-��1ii,P.E 5 SHEET P.E.rS@ALr.I9ATURE/DATE 6 13 OF 20 O i N � O + °" N rn z p coo w� t�)12 8�— in VO Z •�,yy I�� ��N�'�3 E i U o If, U,I N M Wp1I� W +=Lu m N 1o + z N I- g zd W Oza= oI a.�•cM o w � NWN aov)v) < 9 pv, co� w V O 9 L N ao 232° •� ® c�r O a dF N >j @ Ooo — oIn y!� Nim pO n 3 E >aagvUi �I j 17 t�i4�a° ® �- a o i u u .g v a i^o ZF $ ........... l ' m mby bYYMNI�+ I b M I I bM l I b l l I N I I I Y l l l w l 1 1 + l l l a l I I '„3 1 1 Z LL�m�� a1� No mnnbNbbbbmnbrbb Yf�N ASN a,�7Na+ lnn'IINMIIbMl lnll loll lbl 11 '311 o y $bmmm mb . 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