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HomeMy WebLinkAboutSTORM SHUTTERS COMMERCIAL (4) FILE COPY Stats 8L acts I PUbkotiorts Depr,Mq BCIS Home Log In User 11"btraijon 1; Hot Tepks Subrnit Surcharge F FBC StIff i BaS Sit.Map Unks 1; Search 3usineM Product Approval )rofessi * .NUser Regulation Produa.Aynroval Menu>greciueg or A00ficatioll Search>AGNication Lid>Application Detail INUM Fl-# CFL389-RS �11R-11 C 1-7�14 V LEE-.1171, Application Type I vislo Code Version Jum Application Status PER:OITTNG Comments St. Lucie County, FL Archived 0 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley frodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address(Phone/Emall Category Shutters Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 173 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 Manageinent institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence F1-389 R8 COI HV ACCORDION CI NQNW-HZDd 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 i 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 Manse 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 pdf Approved for use outside HVHZ:Yes Verified By:American Test lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:N/A Evaluation Reports Other:large Missile Level"D".Max span is 12'-7"for 35 psf FL389 RS AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 3892 8erttta HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC DRWG 15-085 Ddf Approved for use HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Rest es Created by Independent Third Party:Yes Design Pressu •�N/A Evaluation Reports Other:Large missile " Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.adf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi 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 W-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. 3893 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 IT 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 128 AE A.S.S.A.INC PER DRWG 15-084 odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively 0 FEB Contact Us::lfun-North Monrce Strom_Talrah.,M!12399 Phone:$50--087-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.;;Pr*acv Statement::Acemibility Statement::Refund Statement Under Florida law,email addresses are public rewncts.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 ass,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 as email address which can be made available to the pubOc.To determine if you are a licensee under Chapter 455,F.S.,please Craik h.R. Product Approval Accepts` a GENERALNOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E,O.)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. p E��T DESIGN WIND LOADS SHAM.BE DETERMINED AS PER SECTION 1920 OF THE ABOVE MENTIONED CGDE,FOR A BTEC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTEN 1 S ' BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-O.BB,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN WIND TAMS /.SEA.1: HV BLADES(1)k BY MULTIPLYING THEN BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 18&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THBR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-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 TARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS P TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: . TYPICAL WINDOW BLADE&WINDOW DETAIL -HN BLADE Q 10214.01-03.#0715.01-03.#1004.01-05.#1214.01-05. #0317.02-08,(0609.01-10 AND/0210.01-11 ASP TAS-2D1,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA.T W BLADE In AND FIV WINDOW BLADE tt"lA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE WHERE APPLCMLO -HV WINDOW BLADE m 10565.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0.WIND ZONES 1.2.3)BA4I0 PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INOCATED DN SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDPINS(HV SCREWS).USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#74x275•AND#14»1.75'RESPECTIVaY,410-HT MINIMUM SERIES CE�R�� DETAILS SHEET 8 ION CFNiERM1ATE ALTERNATING DETAILS FIV SHEET 9 STAINLESS Srm SCREWS WITH 135.0 w YIELD STRENGTH AND 180 WI TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM(AS mANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOgARON.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EGRLSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 WAND 35.7 kd FOR END CONNECTION DETAILS 1-8,CONCRLTE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 17 6005-15 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 Ami 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 8. BOLTS TD BE ASTM A-307 GALVANIZED STEEL.OR Asi 304 OR 316 SERIES STAINLESS STEEL WITH 35 ka MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE ,D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE TQ&Q WORKING M UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 FIND CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.N.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#8.779,582(:OMPONEJTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.NO AREA 3: FIV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO 13E ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SFAL/CAULLCCONTRACTOR ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WINNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL FN AND HO AREA 4• FIV WINDOW BLADE n ONLY CENTERNATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER ILWUFACfURER•S LABEL SHALT.BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTAJ LARGN DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. , 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SWAN.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING RMULA71ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(D)THIS P.E.D.PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED..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. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d SnE WHO WILL BE �SPEIFIC PROJtl.FOR THE PROP R SHALL OF THE P.E.D.ENGINEERARED BY A DA REGISTERED OF RE ACTINGENGINEER N SROR ARCHITECT WHICH WILL A DEEGATED ENGINEER TO THE PED.ENGME THE INEER SHALL NEER OF SEUBMIT ORD TO THIS LATTER THE SITE SPFOR THE PROJECT ECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL.P.E.D.SHALL BEM THE NATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • L FLORIDA BUILDING CODE Elan High Velocity Hurricane Zone / Ai 0 2015 EASTERN{MEETAL SUPPLY,INC. p fWV E C®,w.. A■S■S■A. Accordion Shutter System rs,a� n TLV.MADE#1 W/OR W/O TLV.WIND17N MADE /' __ TILLR TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DAA DRAWN BY: M.L .•*� Association. Inc. 1 OLD it-192 4/13/15 DAIS 4/13/15 Of eSse n.w.xm se•SI..Soy.MRGIRA GAADOM FLORM&331 ¢268 Westroads Drive z Phone:(303}871-1530.Fox:(3(US)87I-1531 DRAWING NO Glf.co0a01- West Palm Beach, FL 33407 3 15-085 s SHEET P.E. SEALMNMRE/DATE I OF 20 3'r M MDOp FtlJOE® pe VARIES .91 1.491' b q Q O 1 ,365 1 4.571 m' • 4.857' 4.999' • ' 1 HV SOLID BLADE 3O HV UNIVERSAL. FLOATER � 37• m• 5 HV 90•/180' STARTER COV 5458179 QUALIFIED QOR USE W/ QUALIFIED FOR USE W/ HV BLADE iQ ®HV DIRECT HV BLADE 1 HV WINDOW BLADE'S 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV - BLADE 1 37 *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6083-T6 ALLOY A TEMPER 124' 6063—TS ALLOY AND TEMPER 3226 1'500• • 065' 7 2.0 0' (TYP) r• .994' .D N .36' .670 84.69 " 2 842 - 0 v1 15' .092' 'i '�\• .438' o. 7 HV ADJ. ADAPTER W/UP ,920 QUALIFIED FOR USE W/ HV 8 HV WALK—OV O O9 HV TRENCH TRACK P.�—T6 6 HV ADJ. FLOdR RACK QUALIFIED FOR U E W HV 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE. M! BLADE 0 ONLY. 1 INGUARDBLADE 1 Q063—T6 ALLOY AND TEMPERfi063—T6 ALLOY AD TEMPER roVM;� 1.9 6BLADE E 1 D TEMPER VARIES 1.930' 5� �• ar 2f 1317• 083• .CB3" .093' 093'' .12 100 670 • •r S' .060•• (r• m • 870 1.868' 4 1• 870 0 70 1 HV HEADER/_SILL 11 Hy CEILING HEADER ® / 1© HD CEILING HEADER/SILL M/ 1 ONLY, QUALIFIED0633RT6 SALLOY AND BTEMPE 1fT''ONLY QUALIFIED FOR USE W HV BLADE 1 - 14 HD WALL HEADER/��( SEE SECTIONS FOR VALID T SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY, 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t X Y Ill t 2" 2' 0.125• 1' t' .062 Q 2- 5'MAX. 1/6' 1/8' 3' 3' 0.090' 2' 5'MAX. 0.192' 0.192' 1® SIDE ANGLES CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 z.s' 7'MAX. o.t9o' o.ts6' $-UALIFIED FOR USE W/ HV BLADED QUALIFIED FO$_USE W/ HV BLADED 6063—T6 ALLOY AND TEMPER BLADE1 ONLY. ® 2- S'MAX. 0.139' 0.131• 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 7j' ® ER 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTm P' •�pENSF' '9 Accordion Shutter SystemA■S.SALE C® s N H V. MADE#1 W/CR W/0 KV.WINDOW MADE is= Amerfe®n Shutter Systems tEV.M DESCWP00N DATE MWN 6Y: M.L TILLIT TESTING & ENGINEERING COMPANY AssoclatlOnr Inc. f OLD 11-192 4/13/15 & 4 13/15 STATE OF 6355 N.N.SOth.St,Sta.705•VR41NW WDENNS,FLWOW 33161 4268Westroads Drive z FLORWa � Phane:(305)871-1530.Faz:(305)671-1531 DRAWING No a-ma0:h1t..0-I.— West Palm Beach, FL 33407 3 1 5-085 o��991 IU`SS! NAt���°�` WALTERm T81ff1Jr,P.F_ 5 SHEET / FLORMA Dc.#44167 P.E. GXWVOC/DATE e 2 OF 20. 4.680' 9 9' FLAT FAD/• 1H4REN*IDWPIIl NEL h5' 3� S8M.5. OJ) 1 4•AOm CIE CAST 3• .746' ENMIEL 6 gyp' (2 TYP.) a0 F' TURN n.082' 875' Cq3163alMERE (CHROME ) u •DqR ^ ' • ^' PLATED) 21 HV CENTERMATE N. a g HV LOCK ® HV EGRESS LOCK OU OR USE W/ HV 8 dt ONLY �FLOATtNG CIZRN�ER 3' QU / HV QUAUFlED OR USE W/ HV 80 - EMPER QU ED FOR USE W/ HV "T191 & I ONLY BLADE 1Q& ®ONLY. BLADE( & ONLY. 6063-T6 ALLOY AND TEMPER 270'O.D. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 1e' 1e' .874' 6063-T6 ALLOY AND TEMPER PLASTIC�ry AD 1.758' 92' 4.045' 2 SCREW 7 ADP 60'AFTER RIVETING BEFORE RIVETIN "OB• 1/409-20 x 3/4" 120GRIVNUTe S S THUMBSCRENC -a-a SF78ER 8414 ALIAONUM(2024-T3 All"LARGE FLANGE THIN -All SHEET VDEL • I 276D' I Y C10RRY TE%T0194.P,ML9PPENY.10:W JERSEY 07654 ORA AS MANUFACT11RED BY 1� PART 1 O1W.. 1LAN FRONT awnw ® "To - HV T LOCK ® HY ALTERNATIVE LOCK © LOGKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(!)ONLY ® HV FEMALE "T".LOCK CENTERMATt; ® " " QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 USE AND TEMPER QUALIFIED FOR USE W/ KV BLADE ONLY W/HV BLADEQUALIFIED OOONLY. 3 ADE&1 ONLY. 8063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.917 3.161 — s ' R THUNETlJRN C(UNDERO fa.2141" .063 2' KEY CYLINDER •214' .547• IR 0.125'Mia. o m 1 .125'Max 3 ' .40 • 5 � o0o a � O QUALIFIED FOR USE W/ HV BLADE 1 do A ®QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD 1S INSgRT VARIES 12'MIN. QUAUFlED FOR USE W/ HV BLADE 1 & 19 f 0-20 5 /6•/-Ie 6083-T6 ALLOY/'2ND TEMPER CYLINDER f1 CYLINOQ2 (�WrA69 QO OR KEY *1S• 1.5 MN CYLINDER • 1.78 Mux. ® LOCKING RODS m 1/4.0 376' ® HD LOCK QUALIFIED FOR VgrW7 HT BLADE(J7 © HV 3!6"0_16 ACETAL HV 1 A, 0-20 'ISI 304 EK REGENT HARDWARE MORTISE LOCKS sBLAs 2333 HOOK BOLT LOCK. f5)INSTALLATION ALLOY AND TEMPER FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE QA fS INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS DEO QUALIFIED FOR USE W/ FN BLADE 1Q DTTSSILLED AT TRACKS FOR PROPER EMBEDMENT Q F FLORIDA BUILDING CODE Mon High VelocityHurricane Zone 0,V\-..L-Ll J^ m 2015 EASTERN METAL SUPPLY,INC. 7WERTHA HVTM S S Accordion Shutter System ■ ■ ■ FLY.®.ADE#1 W/OR W/0 KV.WIC MADE *�. /s/�• /h ..:C American Shutter Systems IEV. DcswprN DATE DRAWN GY: ML Y�( IG2Nf�pf Ccr�S TILLIT TESTING R ENGINEERING COMPANY c4, Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 O'• P:'2. assn x.w.3am.n,s e 3os mawW CARMM,FLORIDA 331 - '. Qa`r r Phone:(305)7I-1530.Fax:(306)871-1531 4268 Westroads Drive 2 DRAWING No . .......... —cal:BOeaacaat.com West Palm Beach, FL 33407 3 ,FSSIONMwxTE® 11L17r1Jr.F.E 4 15-085 llnnnull111 FLORIDA Lia./44167 6 SHE3E P.E. SEAL/SIGNATURE/DATE e 3 2 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8'0 12"MIN. CE 41 4 TO BLADE r 1875" 825 O 1A .0825 .825' ® HV BLADE 1A 3 HV WINDOW BLADE .°4325' Y-Y BLADCS® HV LONG RECESSED NYLON BUSHING �Y n KNUCKLE1.06 OPENIN 1875• Y 0025 0.08 • ® HV SHORT RECESSED NYLON BUSHING o FIV NYLON HAT WASHER (1)OR (a FLAT PORTION RnoN R1.z 0" 3 S0- 1n ® HV WHEEL CARRIAGE AISI 302-303 SERIES I q 4 n E2• � 0.870"x3/16'THICK NYLON WHEEL 3 N 2 7/B'MIN. HV WINDOW I S . RIVETS C1.EV2 03.0 0.188"0 AISI 302 SERIES S.S. SEPARATION peas- 3.7500• 0625' ® HV 1 3/4"ACCORDION PIN WM W/ 8 HFJAD * EXTERIOR 4 0PEND ON C 3/4RS 500 ® FIV 2 3/4•ACCORDION PIN W/ #8 HEAD K 2 1/4 .rl 7E7�Rl ATI9R ® �94, CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW , BETWEEN TYPICAL HV WINDOW BLADE ISA AND T PO YCARSONATE NV WINDOW DET.II_ (D OR ® 4 or ® N.T.S. ((SEE NOTE FOg I I pAt v�aITBONATE IMPACT RE4ISTANi HV WINDOW FtEOUIREMENIS) (D OR ® i BAYER MAKROLON 3103 POLYCARBONATE * Y I RESINS, LN-STABILIZED GRADE OR SABIC tTO BLADE cE INNOVATIVE PLASTIC LEXAN 103 RESIN Iwo)W(14 OR ® I (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N�� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 0 POLYCARBONATE SOURCES FOR HV ® BLADE. ASSEXTERIOR u9Rxae ROAM tYlwx PROP4irRs solaym .eo ,s wcrue (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT Nv PIN®EXTERIOR RatulleE �� MA,MDA,� um Im 1� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.324• BLADE'S KNUCKLE.FOR SPE�LfiC�GAMM ASrW 0702 0.043 roM 0.043 ID/In• BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (SEE NOTE FOR .04 'I-- Q REOVIREMENTS) TENmE y�srttEllanl Asry oav eAoo p.l. e,50 v.al. TTP• FUXIRAL STROM AT VELD AM DM 12000 W. 13,400 P.1 (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 FIDOXNL MODUUM AMU UM 310.000 PAT. 343•000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> 9 Ar= nVTM¢00 ASN DPA 1e FT-ro/Ii n FT-b! SHEET FM SMM DOGGY ASTM Saw 47.2 f 04.5■WX EEL CASSEMBLY LAYOUr RATE OF DIPO@U ASTM DW3 C-1 F C-I CLAM 1F W 9IpN AM-DIM 1010 F 090•F WEKIIERM AMIJ DIES TO=Snd]IODI mm MFA ASAI 0.b w=W. am P.I. ( HHV BLADE SOLID & (A HV WINDOW BLADE DETAILS '°'SU SIVESS BOOK MFATHERNO I AM 030 I °431 Pal. I aSW P+1. N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .ER A T��!%'. 02015 EASTERN METAL SUPPLY.INC. �10E/V . l'',, A TM IL E C O i■e. A■S■S■As Accordion Shutter System H.V.BLADE#1 W/OR W/o H.V.WINDOW BLADE _ l„(� Amertoun Shutter Systems EV. DESCRIP+IDN DATE DRAWN 0.r: M.L. TILUT TESTING k ENGINEERING COMPANY * Association. Inc. + OLD 11-192 4/13/15 DATE-- 4/13/16 J TATE Dp R356 N.x.3an. St,sTn 3os.11RcunA Do1mENs,ROPoOA 331 '[P.E. �•• Pha"o:(305)871-1530.FOw:(305)871-1531 4268 Westroads Drive 2 DRAWING No a- a:ift-9 w- 0671D1— West Palm Beach, FL 33407 s 15-085 WALTER A'OUZ 0.r.P.E ttatll0'A URE/DATE FLORIDA L`'p 44167a SHEET OF 20 m ® � m A B to 0 7 7 U 1.IIANDu170RY CONDITION/1e 0 FN LOCK®or®SFUill BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BF,L,OW �2 F SHUTf6i SPAN FOR SPANS UP TO 105".AND FOR INSFALI�TIONS j ANY ELEVATION. W LOCK(�f or BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�J!DR CENCAL S U W/(2) 1ATION. 0 x /2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCI(SHALL BE AS INDICATED ON IYPHJJ.SHUTTE((�t ELEVATION. O aOa LIP TO TWO HV 18 a. LOCKS OR- Y IF SED RED, S AN INFOR SIDE OUTSIDECI=.CONN SECURITY OFULOCKS TO GENTERMMATES R®SHML BE AS INDICA ON NOTE(1)ABOVE L ON OF LOCKS SHALL AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 II � ®, LOCKING RODS ARE NOT REQUIRED AT�IURRICANE POSITION, DE MAY 4 5 oR 0 is 4 ® E USED IF D IRm TO ENHANCE SHUTTER PERFO CE LOCKING RODS j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSXON). 4. ONE NV LOCK®!9�j®S BE USED AT CORNER CENTERMATES FOR ANY SPAN tl ANS STI®®ONSCORNER CIN TLE W//((2) 1/4"0-20'EX 1S/2'LONG FLAT HEAD S.L BE USED AS AN S.U.S.IWOTSIDE OR NLOCKINIDE GRODS AT TOP& BOTTOM SHALL BE USED. LAC11TiON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 6 Hoo-Hvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 9 • ONE ALTERNATE F(V LOCK MAY BE ED N UEU OF W LOCK or FOR ANY SPAN AND Oj i r� II= MONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN SIDE OR OUTSIDE LACE.ArrACHMFM xc OF I/e0-2Ox3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4•ALUM. RNNUT AS SHOWN ON SECTION ENE, SHEET S. ONE LOCK SK41 BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 6...•un Mw colo mm ja TSR Y wow MDLurwO IN4rALAMDM ONE W LOCK®a®a®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 Be,AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK®or or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W (2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. OE END-N M.S. Q LOCATION TOP NO BOTTOM IS CL BEA INDICATED ON MANDATORY. SHUTTER ELEVATION.USE OF LOCKING RODS®W/ DETAILS ON D F E H I J K L Y P O V W X SHEETS 10& IS TYP.FULL II *NOTES ON,HV "T® LOCKS AND CENTERMATES: HEGIfr• OF CORNER CENTERMATE 1' © ® Q+O Q Q ® ONE ALTERNATE FN'1'LOCK MAY BE 1 IN LIEU OF FTJ LOCKS OR FOR ANY SPAN AND w w 6 7 oR 8 oR 10+ I STALLATIO1J AT ANY ELEVATION.AL TE LOCK Y BE USED AS AN INSIDE OR 0 IDE LOCK,A=HMEM 10 ©+® © © OF LOCK Q9 INCLUDES USMIG RF]NFOR®0 LOC AS ;/2 ON SECDON HYG.SEEP WHICHMUSE BEECTED ToC - IN ®AND W/ 1/4' 'LONG 5.5.THREADBOLTW/ x 3/32'OR W/ 4'4-20x1'S.S.MS. INTO A 1/ 0LO OPANDWTO'ISMANINST ADATORYPANORMAB BELOWMi.AN. UOF TWO LOCKINGS a as 19 *11910 2H HQ I_OGKS I& CENJERMAT S: C E U LEVATION 1' : ONE ALTERNATE HO LOCK® MAYBE USED IN UEU OF HV LOOKS OR FOR ANY SPAN D INSTALLATIONS AT A.AT=HMENr OF HD LOCK ANNY E l"NATION.ALTERNATE EA LOCK®MAY BE USED AS AN N.T.S. RUNFO AGSIDE OR RCf MENT INSERT 0 ASSHOWN ON SECTIONS HDS--HVB D HDC-HVG,3MEET O LOCK MAY BE IAND NSTALLED AT mIDSPAN OR 12"Maximum BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY oFnoNAL FLORIDA BUILDING CODE on High Velocity Hurricgrie ane ........... A:T!(<IT''ii, ®2015 EASTERN METAL SUPPLY,INC. '�?'��cENSF:!/Ak, em A BERMHA on VTM 10: MMECO ZINC. /y■�■S■A■ FLV.Aa of#1 W1 OR W10 KV.VAAHM er MADEE Shutter Systems �,�N DATE DRAWN er: YL TIWT TESTING & ENGINEERING COMPANY STATE OF ;'d . 0345 H.w.36th.SL,Ste.305,MGM GNmExs.RDfDU 331 A830CIOtlOnr Inc. 1 OLD 17-792 4/13/15 DATe a/f3/1s �i�:` Phone:(305)(571-1505.Fox:(305)SII-1531 4268 Westroads Drve s DRAWING No e-mall:ta-000 I.com West Palm Beach, FL 33407 3 /CNALENG�`°��` WALTER A0LLTT1Jr.P.F. 4 15-085 P.E. SEAC !!N)1�U1RE/DATE FLORIDA ua.p 44tD7 s SHEET 20 CRETE ANCHORS POURED CONCRETE POURED POURED .(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 1//4'4-20x3/4`S.S. REOUITffD REQUIRED CONCRETE ANCHORS BZIINE SCREWS CONORELE ANCHORS 17 18 FOR oKC{st>:ilWHRlhi ctR 511Ftr G (SEE SCHEDULE on w/1/4'-20 (SEE SCHEDULE ON SHEET 13) SKEET 13) Ht7T5 O f2'D.C. 1 OR 1�4 Min. MACH NE OkEVSSS. —, _ _ Q• EQ 0 2' USING 1/4'-20 NUS EG 1 J _ �9 E.ID.x` .250'Max. -_ 13 OR 5 ___ @ OR 1rJ i D .250'Max, .250' ll� E OPTIONAL '� IQNAL i I W.SOWbCIW TO QAS{SLE I i SI FM Oi MIN.SEPARATION TO LASS 1 E%i571NG + a'e �k� I L COR ,) F Com$-,-f"'—'(SEE SCHFIlULE ON SHEET it) r r MIN,SEPARATION TO GLASS ., '"(SEE SCHEDULE ON SHEET if) EXISTING 1 r ® HV 161 ,1. HEADE ©HV WALL. HEADER INSTALLATION HV WALL HEAD WSTg1,LAT101 + KEYSTONE IXISNHG GLASS---r i MIN.SEPARATION TO GLASS soM 1 ; 1 OR �e w MIN.SEPARATION TO GLASSNs�i�—( SCHEDULE ON SHEET 11) 1 11 FCR SIAM mNO ; (SEE SCHEDULE ON SHEET 11) ON em etas@a¢y 19 rat LASS---� OPRONA, r I' r I I r �� i t , 1/4'Max. E a* E 4 Maz, tl�OPTIONAL r 13 w Q It!! ,/ r_ 13 OR 0 EQ O • -- 2 OR 4 _ - 1/4'0-20x3/4"S.S.S.S, Mtn. PHILLIPS TRIUSS HEAD 1/4'e-20x3/4'SS.PHILLIPS �7��p MACHINE SCREWS USINGRED CONCRETE ANCHORS CWRS 1$ Q 1• 1/4•-20 NUTS O 12'O.C. __ (SEE SCHEDULE ON w USS EM HiNO 1SCREWS O C. POURED CONCRETE (SEE SCNEDU f3) MIA. OR CONCRETE BLOCK SHEET 13) OR CONCRETE aL K �,,L �y/♦�t ��� WALL REOUlRf.O D JIV IR^�MuL�_1NS'!'au,/►TiON (SEEN ED`LEHOONN REQUIRED POURED CONCRETE SHEET 14) 0}LV WALL SILLiNSZA"11-0N OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION I- FOR SHECOMET 4 FOR OF&SHUT INSTALLATION DETAILS W/ ,-SEE SHELT 4 FOR 7TPFCAL.SHUTTER 4 --- -_.. E D.x EDGE DiSTA10E ---+r- ASSEMBLY ) ♦BLLAADEBAQNNSSOF HEEETU19 FOR C) HV BLADE 2-MOUNTING BECKONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13 IlJt1 W ANY WAY TO SUIT ANY INSTALLATION. uHnF FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `��\A���(E•„•:••C(/T�ii� ®2015 EASTERN METAL SUPPLY,INC. ,'�':•��c�NSF••��'-; { � BER LE A■ ■S■AAccordion Shutter YSTMy stem1 KY.RADE#1 W/OR W/0 KV.N NIM MADE /� American Shuffer Systems "O”. SAT OF TIWT TESTING $ ENGINEERING COMPANY OLSGtlIRiaN GATE 0 WN!T: N.L 9•" k✓�c� 9355 N.x.sear,St.,sta 30,VRWA Gv.ROENs,FLORA 331Association. Inc. i OLD 11-192 4 13/15 oAfE 4/13/15 LMona:(309)875-1530.Fax (305)571-1571 428$ Westraads Drive z '4V��d� ....,..,l'�\`\����� a ma®B oceLwm West Palm Beach, FL 33407 3 D 15-085 No °ttttq NA}R�;1„\\\A WALTER A TEAT Jn P.E. 4 SHEET P.E. SERC J E NATUREf GATE `LORDA Uc.0 44,57 S s B O 20 POURED _CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 15) I m a ( OR O i i NN.SEPNMPM REWIRED 8.IECN sEET ® IX4STINO m ghSS * 1 EDGE OF 11 FOR 9AOE mA1D GLASS—{ Xg t3C^CI[DttE aN APPLICABLE IEE DfBRFL(i tAR7W aQ)j i �Sa pYYHNipr4 a i 92LT 11) GLASS = ALTERNATE ' i ANCHOR ' 1 i 1 IXiSTiNO LOCATION CLAS i 11 3 OR 1$ #IW/4'HEX WASHER HED i 3/0 AIN TEK SCREWS O 12'O.C. I 3/a u CONCRETE ANCHORS 8 LAB IF + 7 (SEE SCHEDULE ON SHEET 13) i APPLICABLE E)OSHNG[ASS--+{ t I EDGE aF - i SSF E 1 UK SffWW 7 I AP�CALFE ` 1/2 1- EDGE OF APPUOIBLE O' Q SLAB 1F 'S09Mro AE�aN�slEi' APPZICnLE POURED POWIED FIAT HEAD CONCRETE ANCHORS M*VCONCRETED. a tatD �U REQUIRED FLAT NFitD CONCRETE ANCHORS CONCRETE (SFE SCHEDULE ON SHEET 14) S OR coNCRErE REQUIRED D. p. (SEE SCHEDULE ON SHEET 14) I1 .�� INSTA TION FQ FI, V FLOOR ( )HV WALK—OVER INSTALLATION ESG ONLY PRESSURE R UP TI & -R5 PSN A.S.D. V HV CEILING INSTAL!eTION R INSjAL aT��� fi SCHEDESIGN EJ.3, SRATING&FUR SPANS PER SCHEDULE#3, SHEET ti 1 Fit 1 CONC ME ANCHORS ExISDNO TO a�i.W�. '--a¢ mv DAM HC (O T�_ i H (SSCHI SHEET S)EDULE ON 1X40 _-(a�+�acs tq 1 EXISTING EXasnNG--•j EXISTING T, T(na+Ot AD OR 1/418 wwOis . GLASS ! GLASS -•{4scF mcx ut Mw 1q ----•.--� C��-i FAQ. T1PPF7t+1NdQi5 W/ I I, I i �•> W 1 3/4'SRL VAIM ETT O 4' G I ""I(9¢saaann a I I) ' O.C.FOR W TO 4'-0 SAW AVD a'FPR O e- 1Ai1CfR 1NW 1/4' 6'-O'AT VE a'-A MIX APTLY S I O« MAK. , ((TTP�SEE NOTE"ONaN�� Ile E 3 OR ,5 PDX3Yt4HE D E' ► FOR LpiM1 pC s a MAX. I , Ana 7EK SCREWS _ ° SEAA+T OR SCREWS O s. O.C. I _--_ 6 +�� 3! / --.. _ '' •; `•r w','..... .�.._ #14x3/4' HEX HELD I 1 8' O 12'O.C. OR iJ4 as-20 S.S.M.S. i CONCRETE ANCHORS #14x3 4'S.D.S. : /' /4'S5 YS W I E x,`�. ^"a51NG iIVO--20 NUTS /Nur O 9'O.C. + ((SEE SsHEEr CHEDULE OH 1 O 9'O.C. 1 .+.. 17aRt8 •• D USTDIG Nat SiRUcnwL EDGE OF t/2• 1• (7 �a :. :.:2.OD'•fAIN. MW).TRIM(OLL'OMTNE 1i j i SUB ff "�'•:•1... E.p: S14 #14x3/4'F.H.S.D.S. r�•,�L11N:::: .; APPLICABLE If CONCRETE ANCHORS SEE NOTE 13(b) O 9' . 'I REQUIRED O POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1SEE NOTE 13{b) D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE--\ ON SHELT 1 :':•j'•"':•".�'�"•;�� OPTIONAL POURED - REQUIRED QUIREDtLE[E BLOCK CONCRETE 0 NY WALL FLOOR Itis{ 1 eTIONQ KEYSTONE 6tOtLIViiNti INSTALLATION (L MY WALL WALK—OVER INSTALLATION Y IM SHUrnal SPAN W-e •�H.->z wt J HV RAINGUAR12 INSTALLATION NOTE FOR COMMINATION OF SECTIONS: t THIS INSTALLATION SH 41L BE •E.Q.=EDGE DISTANCE REMOVABLE WHEN PERFORMED ,-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) Q E�TO AN OPERABLE EXIT • �ApN SHEET 18� INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED --^^ w ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Mon High Velocity HUrricone Zone 02015 FILSIFRN METAL SUPPLY, INC.BERTHA HVTM L E C 8 I N C.� Accordion Shutter System HV.BLADE#1 W/OR W/0 HV.W NM BLADE TILLIT TESTING 2 ENGINEERING COMPANY ®�LGah SL,UfteT sy�tflht3 DEsownan DATE IXAWH SY- YJ 4'• TATE OF :HCl;` am N.N.aetn sz»�Sad 11�Atna �,•ttonM alt A390CLCf1oh, Inc. 1 OLD 11-Naz 4/13 15 DATE: 4/13 15 Pno re:(305)671-1530.Fax:(306)871-15314.268 Westroods Drive 2 N .. rndl:DHea000al.00m DRAWING No �4 Fd, /•... w��\\\: EB-aaa71D West Polm Beoch, FL 33407 a .D t /gyp AA/;,�Sr�0N N`•�'`\\\, WALTER A TIUIT Jr.P.E. 4 1.7—'11v� P.E. SNL'yg 'URE/DATE FLORMA UC.IF 44167 a SHEET a OF 20 SEE END WALL CON ILS ON SHEETS 10 tft y,� SE2 E NOTES ON LOCKING RODS W�,Fry LOCKS /''� 12 ar `+UT 9 IRU EXISTING INSTALLATIONS W1 (D HV **'AND ALTERNATE W LACK 0 O SMT 5. BLADE W Hy- CENT RMATES �.�LICAMNW,IB�Eo OR5E£ £Na wALt CONUMON LAS EXISTING CS I�EZII.S�N SHEETS 2 z2"x7f81N'-2 3 1/4' 7" 6 1/2" ANCLE: (zjeLUM t`4i'T ri II' tf2" ,x�+� QP P- OSI 7 SYMMETRY- CAL "� °`TAP 1 CENTERMAT S (TOP/BO'ToTTOM) i IOx3/4"s.M.s. 72" CE TES {Nj/tOAT/E�ANGLE TUB ( ; OC.FULL IENGHT: Y o HY LOCK or MIN. GLASS ON N I \ * * 'W/ 14 (SEE SCHEDULE 5 1 N 3 3 ON SHEET 11) LIK 0>�k� VUT X/41 a HVA V HVB ���a+ jQG+Y � HVC POURED CONCRETE OR ) 10+�� + +�� EXISTING GLASS CONCRETE BLOCK WALL ctas'sG v v SYMMETRICAL -- *-- N �6«7 +���6«7 •® —�. ON _ CENTER ES 1 Nbn13 MIN.TO GLASS ARATION ij� v _1 GLASS 1 * (SEE SCHmUf.E `�NY - ON SHEET 11) E 5CHFlSULE I N OPTION&(INTERIOR)L _ ouT -----• ------ CONCR-------= --- - 1 MCHO300 Y ;ES 3 * �* a OUT Q 1/2•Max.SLACK OUT (E1M[OR) HVE HVE** HVD FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Pone pU H kHU �r 0 2015 EASTERN METAL SUPPLY,INC. •' �cE .I�.e.,, A BERTHA RHVTM Accordion Shutter System M ■ L is C V 11i C. ■ ■ ■ ■ H.V.MAX#1 W/OR W/o HV,WMW MAx TIWT TESTING do ENGINEERING COMPANY AL1neTiGon SFU 6� $gRfem8 Ev.w D+:scRrIM DATE RAWN By! M.L. exa N.W.aft.St.Sta W5,MGM cAnum,cMMA 331s ABAOOIGtlon. lni t OLD 11-192 4 !Y3 �'D'ATE: 4 13 15 '� e�OR19 �on4:005)071-1530,Fox:(X3)871-1537 4268 Westraods Drive x a-mm®uDvae com WING No West Palm Beach, FL 33407 3 •,y7jFSS�O' ' '�C1�����` WALTT:R A.T1LLrr ar.P.E. 4 5-085 PLL- J, { 2EJDATE FWROA UC-Q 44157 s SHEET $ 24 POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE GDNGRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL.REQUIRED BLOCK WALL REQUIRED REQUIRED �FO(ISRNO GLASS /EXISTING GLASS _( / 2'MIN EXISTING GLASS CONC NtCHOSEE V12-WN. EXISRNO CLASS _f L _r o 16'O.C. _ _ MIN.SEPARATION - 1• T M N 5 TION E�GIASS( MIN.SEPARATION MN.SEPARATION EO TO GLASS(SEE 11 FOR BLADE MAD SCHEDULE OTO GLASSN SHEET SEE HE ULEGLAO SSHEIEr FE SCHEDULE ON BEET 1/16"x3'MAX. ON SHEET 19 FOR 11 RIR MADEmA1D 11 F�BLADE® 11 FOR RADEOANI (6063-T6)CONT. BTADFS(D&® w sHLEr 19 FOR 1/2' w SIEET 19 FOR (LOCATE AT ' ON SHEET 19 FOR ALUM. CLOSER I 9IDF5 &Q� f ELADES(D&0 EITHFA SIDE a 'S M&O PLATE. ((LOCATE 1/2 (L 5) AT EITHER SIDE MIN Q 1/2'MIN. OF 4 j I *USE 1'OR 2'MAX. T— /10x1/2'S.M.S. I __-_-_ ALUMNUM AS CBLE)xZ"x1UP 8"x0-2' #10x1/2'S.M.S. _____ ® 16"O.C. _____ \ (6063-76 ALLOY)AT MIDHEIGHT ® 16'O.C. 4 ` 4 (1)/10x1TAP ONS Top& (2)1/4'0 TAPCONS ANCHORS TO S.EE DETAIL%Po WALL AT 1'O.C.(LOCATE AT `5 SIDE CONNECTION OR EITHER SIDE OF 0) OR OR ®' SEE DETAIL X FOR OR & To TRACKS SIDE CONNECTION 1@.&0m 8 •®m SEE DETAIL X F 4 ®-0.0-x�,_ SIDE CONNECTIONTO TRACKS m 6 7^•8 •Om ®-c-30: .mmTO 7RAC16 .0,0.0-0-0- u®m©'0-©.®m 0•®-a0•®m 6.0.04)•0•0- BO•®m®•®m®•®mom p•®m®•®m®•®m®•® END CONNECTION DETAIL END CONNECTION DETAILf0 END CONNECTION DEVIL 2Q 4 R£QUREU ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 -----�IXISDMG GLASSnET.E CONCRETE BLOCK WALL GLASS 4 REQUIRED __---_ l MN.SEPARWION ------------ - —__-_ TO MSS(SEE MN.SEPARATION D '}7------- 6 GR&@OR SCHON SW TO GLASS(SEE II F�9ADE® 1/2'MIN. SCHEIDULE ON SHEET ____-______ �OR�y (90R(o ON- &FOR ANCHOR 0 11 FOR BTAOEmMU 4 ____-- --- (DOR CONCRETE NARES®&® 12'O.C. $ gam r 19 ID&® _____ OR@ ANCHOR Q 18' .0 1 2 MIN. O . _ - lMIN. _ --' DR&R(BOR SEE 2'MIN, 2'MIN. •BIAD[�BAONN HEETS OFUI9 SE FOR @OR®OR(qOR(gOR(g VIEy:".-.'. 5 OR W PLAN DETAIL POURED CONCRETE OR OR �m©•Om0 t0'®m ®a®m® �© m®m N CONCRETE BLOCK WALL �•®m©.®m©.© 0-0-04).0-0- REQUIRED E\ m D O IND �� O O.0 ©-&0—@m ®•®m®• •®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5O•®m®•®•®m> A ®•®�®•®m® END CONNECTION DETAIL© FLORIDA BUILDING CODE Mon Nigh Velocity Hurricane Zone Ai�, 0 2018 EASTERN METAL SUPPLY,INC. �E ........t/T ,, BERTHA VTM ' �CENs'' `��''- Accordion Shutter System 1 L ECO ■ ■ ■ ■ RV MADE f+ W/OR W/O KV.W MOW MADE American Shutter Systerns DESCRIPTIONoATs DRAWN En: ML a TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 DID 11-192 4/13/15 DATE: 4/13/15 STATE OF 6333 N.W.30".n,Ste.305,vMGM WJWEW.FLORIDA 33164 4268 Westroods Drive 2 Phone:(305)871-1930.Fox:(305)871-1531 DRAWING No ,-mon:UIt«o�a.00n, West Palm Beach, FL 33407 3 EB-0009719 15-085 s1ONA1 EC�10', WALTER A mur Jr.P.E. 9 SHEEP P.E. S'h�'IN} 1UA�fURE/DATE FLORIDA u�.i 4419 6 10 OF 20 SCHEDULE #1 ��.•HEO� t_5�.�� a,S��S(�ti MAXIMUM SHUTTER SPAN* "L+"OR "L—" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPANS"L+' M (ft.). FOR INSTALLATIONS W/ OR "L—" ft. FOR 1N�tygTOy LEGEND Com);$ (D & or or ) R 'L—" (ft.) INSTALLATIONS _ OR W/ CEI CONCRETE & W/ ONE H.V. LOCK ® or of or WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK (9 W/ NO LQCKLNG RODS or ONE HV LOCK or(&or® 'k W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. OR W NO LOCKING L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES @&®W/ ONE HV -r W/ NO LOCKING RODS® / WALL A. B, C, D, E, M. N, 0, P. Q. A.S.O.DESIGN PRESSURE RATING. LOCK @ W/TWO LOCKING RODS®TOP & (SEE NOTES t,�) or MOUNTING F, K & L R, S. & V. BOTTOM SEE NOTES (VAUD FOR MOUNTING(D (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR coxcRE1E g woDa SHEET 7) FLOOR/CEILING G, H, L 111 1 T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: �� CONCRETE&WOOD INSTACLARONS CONCRETE MOUNTING & M As Au.voci A9DDFSIpN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PFIESUIREPAMWALL MOUNTING FL{IDRJJCDLSNG WALL NOUNIIN I i�rE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. f 1 MOIINiiNG RUMf & RANG rt"/CE71NG YOUNTMC FLOWCOUNG MOUNRNG �'•aI•y OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, L-00 L+ L-Ta C i C- {� _y MOWNG DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE L i ( (N L i (fl t- C} MAXIMUM SHUTTER SPAN-L+"OR-L--FOR 30 OR LES 16'--W 47-0' 16-0 18'-0 30 f8'-0' 18' 0' 30 16'-0' t8•-O' INSTALLATIONS INTO WOOD SHALL BE UMfTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 35 14'-10' 14'-10- 15'-2' 16'-0" 35 14'-10' 14'-1I)' 39 15'-2" 1B'-10' 105 P6f,AS.O,DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND-L--'. 40 13'-20' f3'-70" I4'-2' 15'-2 40 13'-40' 13'-40' 40 141-2" 15--2" �.3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' IS"-1' 1 13'-4' 14'-3• 45 13'-1' 13'-1 45 13'-4" 14'-3- t HV CORNER CENTERMATE/3 MAY BE USED AT ALL OMBiNATIONS IN BETWEEN WNL MOUNTINGS 50 t2'-5' 12'-5' 12'-B' 73'-7- 50 12•-5" 12'-5' 50 12'-3" 13'-7- MOUNTING INSTALLATIONS.LACKING SPECIFICATIONS W/FLOOR/CFJUNG MOUNRNOS: 55 11'-10' 11'-10" 12'-1• 12'-11• 55 11'-10" 11'-10' 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4- 11'-4' Ii'-7' 12'-4' 60 11'-4' 111-4' 60 t0'-2' 1o'-1t' NOTE/5,SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1' 11'-11• 65 10'-10" 10'-10" 65 9'-5" 10'-1' DETERMINE:, 70 10'•-6' 10'-6' 10'-9" 1t'-5- 70 To"-61 t0'-6' 70 8'-9• 9-4' "���� LI+=MAX.SPAN FOR WALL.MOUNTING INSTALLATIONS, L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 1I)'-1' 10'-1' 10'-4' 1t'-I" 75 10'-t' 10'-I' 73 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALAMONS. 80W-10` 9'-10' to'-0' 1o'-9' 80 91-t0' W-101 'L-"AND MAXIMUM A.SA.DFSING PRESSURE RATING FOR 85 W-6' 9'-6' 1 9•-9- 10'-5" 85 9'-6' W-6' INSTALLATIONS INTI)CONCRETE OR CONCRETE BLOW FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING:90 9'-3' 9'-3' 9'-5' 10`-1' 90 9'-3' 9'-3` SHAL B£UMITW AS FOLLOWS: DETERMINE- 95 9'-01 8'-9' 9'-2' 1 W-10• 95 g'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 4'-9• 8'-4" 9'-0' e1-7' 100 8'-9' 6'-4' LIMITED TO +64,-72 p.s.f.AND W-O"SPAN, SEE L2-=MAX.$Pati FOR FLOOR/C£IUNG MOUNTING MOUNTING Q ON SHEET 7. INSTALLATIONS. 105 8'-T T-ii' 8'-9' 9'-4" 105 W-7- T-11' 110 e'-4- 7'-7° fl'-J' 9'-2` 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE . B'-,t• 115 B 2" r-r SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+-,'L2+-. "L,_,AND'Lz_` 120 8'-0' e'-11' B'-2' 8'-9' 120 e'-0' 6'-1 f' - (4)GO TO ANCHOR SCHEDULE WITH FMLN. MAXIMUM 1 - 125 7"-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-B' 6'-5' T-10" 8'-1" 130 T-B` 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' W-2' 7'-0' 7'-9" 135 7'-7- 8'-21 WIND ZONE MINIMUM $PAGING. 140 7'-5• 5'-1r 7'-7' 7'-6" too r-a• 5'-n' ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7-5' 7'-3" 145 7'-3' S'-9• TO GLASS 150 P-2' 5'-.7" 7'-4- 7'-0• 150 7'-2" 5'-7' 155 7'-0- 5'-5' J-2' 6'-9" 155 7'-0' s-5' 1 THRU 3 i 160 B'-it' S'-2' T-1` 6'-J' 160 6'-11' 5'-2' 165 8'-1I)' 5'-1- 7'-0- 6'-4' 165 6'-10' 5,-1' 170 B'-9' 4'-11' W-it' 8'-2° 170 W-9• C-11' �j''� 175 6'-7' 4'-9' -9' 6`-047 175 LI } H BLADE 180 8'-8' 4W '-8' B'-B' S'-70" 184 (.l 165 6'-5' 45' '-8' W-7- -8' 185 6'-5' 4'-B' 190 6'-4' 4'-5' 6'-6' Ell 190 6'-4" 4'-5' 195 6'-3' 4'-3' 6'-5.' 195 6'-3' W-3' 200 W-2- 4'-r 6•-4' 2O0 6'-2' C-2' zo5 6'-t' 4'-I• e'-3' 205 e'-1• 4-r FLORIDA BUILDING CODE Non High Velocity HUrricane Zone 0 2015 EASTERN METAL SUPPLY,INC. T'N TTL bid'Oi ... . . . BERTHA i7>yTM 04 �� ■�L tNC. A■$■ ■�■ Accordion Shutter System � t _ H.V.BLADE#1 W/OR W/O RV.WWW MAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION GAS �q y G N.W.Ga1n.SL,516.Aw•VurtamA ovmTNs e1.GRn1 331 Association, Inc. 1 OLD 11-192 4 13 15 OM1E. 4/13/15 STAIt Or-- Ph :(303)671-1530.Fin:(305)571-1531 4258 WestraOds Drive z �: o-mon:t6teco0ad.aom West Palm Beach, FL 33407 3 DRAWING�Noo� ��' F P 4 ..• 4ORl4 ���� WALTER -00087tA.71LUTh.P.E `s ��E/DATE X144 U..#44167 a SHEEi 6 OF 20 . raa. . .:Ill :aa. :I.,t :.� �::a.;..lr . ,.• .11: 11. 7s: �. :il •: ry.�:al OC70mmm���00�0�m 3DDD®mmi�Q3OD�m i��mOL�Q]DELm:IDOMMMMMMMM EPPr�mmooaoov mma�oum�so mm[[�oom�oi uamua000imo r.�mmoonu�n000nom� mmm00000mmmomonommmnnaoommmov000mmm........... o mmmODOOOm®m0000Ommm0OOOOmmmOODOE�mmm............ mmOODOO[)1 Q!®m000[lO mmm0000[7 mmm000C1O mmQ7.....000QQQ. mmm.... mmmO[7000mmm00000mmMDOOM=mmm.....000QQOWo" mmm0[lODO miY�m000OO mmQ7000O0 mmOOODOO mmmODODO OOOOOQmO mmOO[�[70O mmmOODOO m®m00000 mmmOOOpO®mm0000O DOOQOOQ mmm [7mm®mOOO�amm ...Omm"" Main O "Mom®mO0OOmmmm ........ a .- � mmmO0E�7oiimmm0O4MMmmmO....MMM 00©v0mmm...MM.... 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O mm�00000 mmmOOt7�0 mmm00000 Qlmmm000O mm[�Im[�7m0O QDOm�®�lO mmmoomoo mmmnnomo mmm00000 mmmonioala mmmn0000 000noouum ' mmmolo©oommmonnoom®monnmmmmm00000mmmomov000nommoo mmmOi7000m®mO[7[JOOmmm.... mmm000CfOmmm0[7m00......MM ®mmm000O0 mmmOOmOO mmm000O0 mmOLrJ- OoOO mmnm0000 noommoalo ®mma000i7 m®mO[7000 mmm00000 Inmm000vo mmm000OO OOA OODmm ' mmmom000mmm00000®mmoov©ommmm0000mmmo�ovoononm"MM mmrnnm�aoo m®m00000 mmmononv mmm00000 mmmmolavo ononQ000 ®mmmomoovmmlmnomvommmvoo�vmm000000mm0000000nQommoo mmmnooveammmoo©oommmonov�ammmQno�ommm0000lononnnmQo , ' ®mmonoovmmmoovoommmoomvommo©000Omm Q0000000Qm©"M . mmmnoolva mmmon000 mma�000vo mmm00000 mmmm®000 000mor.�oo mmm�moovmmmomovommm0000ea.mmne�maoomm�©ovoomomno©oo mmmmoova mmmnmovo mmmnvvoo mmm00000 mmmolm000 00000m"M • mmmOOOOi>lmmmnmaoommmnm000m�rfl00000m®mov000nomom000 m®m0000�mmmOQOOO mmm00000 mm�v0000 mmOD00vO DODO®LlOO �mO�OQOvO mmmOmOOO mmmOOVOQs£:]DOv000O mmm00000 do®[�F27000 mm�OmOOC�mmmO0vO0 m®mOOVOd mm0l7v000 mmiT]m0000 O0000��0 mm®Q0000 mmmO©vO0 mmfL]O0v00 m�000000 mm000O0©OOQmmmOO mmOm©o0O mmm000O0 mmm0000O mij100v000 mmmv0000 nomov000 ®mmv00000mmmooaoom®mvoovomvoaovov�oovvovoow�ovmQoo mmom0000mmmoA000mmm00000mm000000a�mmov0000nonoomo ' mm©000vommmo�oaoommm00000�mool0000�mooQa000noo©0000 mmrnveaoola mmm000voi mmm00000�m000000 mmQ00000 noQom000 ®®m000vo�mmvodoommm00000Mm000000®mmm00000noonno"o mmv00000mm0000�ommmov000m0000000�m00000000mon000 mmOOOOdOmmmOvaOOmmm0v000�ID-mOOOOOii�t7mm00O0omOO©omoo 0 1 �, � 1 �mm00000O m®Ooii000 mm000000 omoov000 omm00000 mmmmOOOO mm000000 m®OOQOdO m®v000OO mm0000v0 mm0000vo 000u0000 mmOOOOVOm®OV000OmmO00v0a�7mav0vOO�0000vO00E1QQ©OOC � 1 • / mm000r�o�rmmsa000iooaam000000iID-QOv0000�mea00000000m0000 - mmmvoovom®voovoommoovvovavooav o00000000000000mo � - mm000�loo mm000000 mmvoovvo mvvvoogo u�movoovo 0000lmnoo ' mQov0000mmv00000mmv000vomc�000000mmvov0000mnio©000 m®voomoo mmoovomo mmv0000v movo4orao�osaovvoo nnonoorzao mOVOCf O0O m0000000 mOL7vOv00 mQlaoo�ooa►z]0000000 mtS]®QAOOO m000000o m00000eao m000000o mv000000 mOOv000O�7�OQ QmOO moaovooa mvovv000�0000aoo m�000aoo m000vovo mm�oa000 moovv000 mvoonooly m0000lvvo vv0000vo�oov000v omm00000 m00000vom0000000mvvvovoomv0000vom000mavvnonm0000 • ' m�v000vomoovoovomoov0000vv000000vv0000000mo©0000 moovv000mo�a00000mv0000eaom000vvoom00000000Qmomoaao �•;• ; �� 1• Q-� r l s SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN (SEE 4DUNIU S 4 c,&H ON SHEETS 6&7) I.ANCHORS To SUBSTRATE SHALL BE As FOLLOWS: PWMM BLOCK POIRED 00"CR.IE (A) TO EXISTING POURED CONCRETE-(Min.fc-.3 kap QwALL SILL MOUNTING 0G cEJUNG MOUNTING QFLOOR MOUNTING -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANNCHORtS AS MANUFACTURED 81 I.T.W.BURDEX (A N.Pa=3 kel) 1/4'0 x 3/4'All.POINTS SOUOSEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.fc 3 kal) 9AE SPAN OLSA71 NDdI1HE W6Rapp ,OEM IE7aT/,E FI✓ffi1�Rum WIIASADEEM 1DWK Pi0�1➢E FAM - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Mtn.fc m 2 W) SO 40 N 75 BO 120 180 2D5 30140160 7E- 90 11D 1601203130 40 80 78 80 120 180 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY All POINTS SCREW.BOLT do SPECIALTY 6 TAPCON WITH TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. D 0 e 4 1 9 8 8 14 12 10 B 8 8 0 THREADFORM 3'-0" 14 12 10 B 8 8 8 6 14 12 10 9 0 8 6 8 14 1 10 B 8 8 6 6 ALL POINTS SOUO-SET (Min.fc=3 keQ OR LESS 14 12 f 0 B 8 8 6 6 14 112110 B 8 8 6 0 14 12 10 B 8 8 6 5 NOS: 1 12 10 B 0 6 0 7 14 12 10 B B 8 0 B 14 12 10 9 8 e e 0 BLUE TAP'W/CAP AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFMFORM TECHNOLOGY ANCHORS TWD TAPPER+ 14 12 10 B a 7 55 &5 14 12 10. 9 8 0 6 5 14 11 10 B B 8 a 5 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BWE TAP W/CAP ANCHORS IS 1 1/2. 4•-0' 14 12 10 B 8 6 e 6 14 12 10 B 8 6 6 6 14 12 10 9 0 B 6 &s 14 12 to B a 0 8 4 14 12 10 9 6 6 a 4.5 14 12 10 9 8 a 4 35 AL2)MINIMUM ENEFDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'WTO THE POURED CONCRETE NO-EMBEDMENT 14 12 10 0 B 6 8 45 14 12 10 0 a B 6 6b 14 12 10 8 8 0 6 4b INTO STUCCO SHALL BE PERMITTED.1/40-20 S.S.MACHINE SCREW USED SHAH BE 1 1/2'LONG MINIMUM SHOULD 5111000 E)NLST,AND 14 12 10 B 5 55 J.5 - 14 12 10 B 6 5 0 8 14 12 10 B B 7 5b •SFE UyAA a Ug 1'MINIMUM FOR WAIS WITH NO STUCCO. 14 12 10 9 a 8 8 B 14 12 10 0 8 8 6 55 14 12 10 B 8 8 6 4.5 BUOE CN ON T 19 14 _1?_10 9 B 7 4 - 14 12 to 9 e5 6 s.e 74 11 10 s eb s 3b 3 AL3)INCASE WT PRECAST STONE,PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FDUNO ON THE FJQSTNG WAIL OR FLOOR. 14 12 f0 0 8 75 45 - 14 12 10 9 B B e 4b 1 12 10 9 6 8 45 7 ANCHORS SHAU.BE LONG ENOUGH TO REACH ITE AWN STRUCTURE BEMND SAID WAN.nNISHES.ANCHORAGE SFINL BE AS INDICATED ON t4 12 9b 75 65 4A - - 14 12 10 9 e 7.5 0.5 4 14 12 10 9 5 e 45 3b NOES A7)A AL2)ABOVE FOR INSTALLATIONS ON-VINYL STING OR E1f5 WITH OR WITEWUr METAL 5'NOS CONSULT THIS ENGWEIIL FOR 14 12 10 9 8 B a - 14 12 10 9 8 a e 5 14 12 10 9 0 65 -5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 5b 3 - 14 12 1D E-5 7 &5 4 3 14 12 5 8.5 tis 4 3 - 14 12 10 B 8 B - - 14 11 10 9 a Bb B .75 14 12 to 85 B O 4 - (B) TO EXISTING CONCRETE BLOCK:T/STM C-90) 14 12 B 65 Bb - - 14 12 10 D B 85 45 35 14 12 10 8 7 5 3b 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY E.T.W.BLINDEK 14 12 f0 8 B e - - 14 12 f0 9 B 7 S 4 14 12 1D 9 75 f16 4 3 - 1/4'0 x-3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALT.POINTS SCREW,BOLT&SPECIALTY COMPANY. 7•_p• -r'05 - 1/4'0 EWE TAP CONCRETE ANCHORS W/GAP AS MANUFACTURED BY FLORIDA FASIENFRS DIRECT.TNG. 14 12 f0 8 e5 4 - - 14 12 9 7 5 45 3.6 - 14 U 7 5.5 45 35 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOIL&SPECIALTY 14 12 10 &5 7 4 - - 14 12 10 B 75 4 - 14 I2 0 7 T5 45 - COMPANY OR ANY OTHER APPROVED uCENSED OR AUT1DRIZED VENDOR REGISTERED WITH THE AMERICAN SHINr1ER SYSTEMS ASSDCtARON,INC. 1 t1 7 5b 4b - - 14 12 10 9 7.5 55 4 - 14 12 B 7 6 45 3 8'-0' 14 12 10 B 8 &5 - - 14 12 10 9 0 ♦ - t4 12 10 a 6b 5 3S _ NOTES. 14 12 ab 7 e5 3 - - 14 12 8 &S 5b 4 3 - t2.510.5,6 5 4 3 - &1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14112 95 75 5 _ 14 12 95 8 6b 8 - - 14112 8 6 e6 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 5.5 5 3.3 - - - 14 12 10 8 6.5 B - - 14 12 8 55 5 4 9'-0' t4 12 fo 9 6 - - - 14 12 10 0 75 45 - - 14 12 &5 7 5b 4 - - &2)MINIMUM EMBEDMENT OF 1/40 x 3/4'AL.POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 8 4 - - 14 11 7 65 S 35 - - 11 8 5.3 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2'TANG MINIMUM SHOULD STUCCO 14 12 8 85 4.5 - - 14 12 8.5 7 &5 4 - - 14 105 7 S5 6 4.5 - - OaSr,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 15 eb 85 4 - - - - 14 12 0 7 6 4.5 - - 14 11 7 5.6 4b 3.5 - 10•-0'14 12 f0 9 7.5 - - - 14 12 f0 8'65 S - - 14 12 8 5 5 4 - - 8.3)IN CASE TMT PRECAST STONE PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE EJOSTINO WALL OR FLOOR, t{ 105 5 34 - - - 13 95 85 5 4 3 - - 10 75 S 4 3 - - - ANCHORS SKILL BE LONG ENOUGH TO REACH THE AWN STRICTURE MIND SAO WALL IF ES,ANCHORAGE SHALL BE AS INDICATED ON 4 11 75 es - - - - 14 11.5 B 8 5 4 - - 25 E-5 6 5 4 4 - - NOTES B.1)&B..2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETES WITH OR WTNOUT METAL STUDS CONSULS THIS ENGINEER. 05 8 O - - 14 12 8 &8 SS 4 - - 13 10 6,5 5 4 3 - - FOR INSTALLATION INTO EIFS WIN META.STUDS SEE SHEET 20. 14 11 to - - - - - 14 12 9 7 5 45 - 14 Ob 7 55 4.513.51,- - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25-95 6 - 12 9 0 4A 4 3 - - 0 7 45 3.S 3 - - 14 10 7 - - - - 14 105 7 5.5 45 - - - 15&S 55 4.8 78 - - B5 7 45 - - - - - 14 15 75 5 S - - - 72 9 B 45 4 - - - (D SEE SCHEDULE BIURET FOR EDGE DISTANCE ED.)VEFSTIS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 8 6.5 8b - - - 13 10 Gb s 4 - - - EDGE DISTANCE US SPACING SCHEDULE FOR ANCHORS, I5 Sb 4.6 - - - - - 11 8 55 4 3.5 - - - B 0 4 3 - - - - MMIMOM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3b 95 5 - - - - 13 95 e5 5 4 - - - 0.5 B S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B E-3 - - 14 105 7 5.5 45 - - 11 as 55 4b 35 - REDUCED SPACING OBTAINED uSWC FACTOR SHALT.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' u @ - - - - - - 14 11.5 7.5 6 5 - _ - 12 B e 45 4 - - - FACTOR lob a - - - - - - 10 7b 5 4 3 - - 7.5 &5 4 J ACTUAL 2b els - - - - - - 12 9 s 45 4 - - - 95 7 s 4 - - - - EE TSN THREADFORM TECHNOLOGY ALL POINT SOW 5E7 BLUE TAP W/GP MIN.sa�pNG 0 e - - -- - - - 13 9b Bb 8 - - - - DS 7.5 5 4 - - - -_ Y BLADE OR ED. MIN.SPACING o 3' MW.SPACING-3' MIN.SPACING-3 1/2' wN.SPACING-3' 3 3/4' 4' 14'-0" 14 12 - - - - - - 14 105 7 Bb - - - 11 as 85 45 - - _ 10 75 - - - - - - B 7 45 S.5 - - 7 6 35 3BLADE RID CONCRETE e: F'QA+ID O]NQEIE CONCRETE 9DOL POURED DUNE Jk POl6tED COAICRETE t pq�OO�IE lC1NQ�lE gp1}1 10 . - - n e s5 45 - - 9 65 4b - - - - - D�y Eq. K MN.M-3 I/2'MR.M-2 t/T BLOCMIN.CA K E.31 ►x Fn.3 t/Y E&•2 L/r 7.5 - - - - - - - Iz 9 e - - - - - e.s 7 4.5 - - - - - 3' 1.0 0.80 1.0 0.78 1.0 0.84 1.0 5•-o' " - - - - - - a s - - - - - as e 5 - - - - - BLADE WORKING 2 t/z• - ost 1D - - a57 tmi- 15'-0' - - - - &5 e 3 - - - - - IN UNISON ♦ _ - - -10 - - - - 86 a { 2' 0.71 0.517 - _ _ _ _ - _ _ - B 0b 4 _ _ _ _ _ 1 7/4 - 0.81 - - - 0.43 18,-0' 4 - - - - - - _ - - - l0 7 S8 - - - - 6 43 395 _ - - 6 e 4 _ _ _ FLORIDA BUILDING CODE on i h elocity Hurricane Zane_ - - - .� 0 2015 EASTERN METAL SUPPLY. INC. .......... E 9 BERTHA H TM A.S.S.A. Accordion Shutter System KV.BLADE#I w/OR W/O KV.WKM BIA X American Shutter Systems ZEV.Ik DascwPnON DATE DRAWN BY: M.L. tr a TIl1JTTESTING & ENGINEERING COMPANY Association. Ino. I OW 11-192 4/13/15 DATE 4/13 15 SSATE OF tcE 5355 N.W.300.W.,5%.30.VIRGINIA GARDENS.n016 A 33161 Phona:(305)071-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No -11:11:OftcaoaW. 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