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HomeMy WebLinkAboutProduct Approval RECEIVED JUN 21 2016 FILE COFY ecTS Home tog in use,-memsoution HaTopks Submit Sumbarge Stats a Facts ftbfireoons M Staff SCIS Sft M.P 3Uk. Suarth 3usiheU SK:t Appelrofessi I W— proi Pubric User Regulation MMIRMOO ?rode'AA m el menu>Product or Apprxatian Search>Appgca.Scm List>Application D" go—= FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 01 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfL—Jey@easbemmetal.com Authorized Signature Bill Feeley frodriguez@eastemmetal.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 Ucensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..7311M 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 2 Validation Checidist-Hardcopy Received Certificate of Independence FL-189 P la COI HY A QRQ1O - _N C'I NQNHVHZ-9d _CC 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 06/222015 summiary of Products FL# No",Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interioddng 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 Ft389 RS 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 F-389 RS AE A S 5 A INC P.F.R. DRWG.iS-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 8'-11'for 62 psf,9'-5" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instbructions Approved for use in HVHZ:No FL389 8B II A 5 5 A.INC. DRWG.15-085.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:NIA Evaluation Reports Other:Large missile level`D".Max.Span is 16'-0'for 30 FL152 R8 AE A G A INC P=R DRWG 15-085 HV odf 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 FL89 R8 II A S SA INC DRWG 15-084 odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact ReastanfG Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaination Reports Other:Large missile.Max.16'-0'span at 30 p.s.f ASD load �R8 Ac A S S A iNC PFR DRWG.15-084.odf for Blade 1 and IW-O'for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Eq Comzrt Us::1940 North MonroeStreet,Tallahassee 32_32__ Phone:1150-4147-1824- The State of Florida is an AAja!0 empwyer.Copyright 2007-2013 State of Fkxi fa.::P.ivacv Sytema-+t::A,OeSsUl y 50*121"eM::Refund Statement Under Florida taw,email addresses are pub0c nem If you do not want your mail address released In response to a puMk-remtds requai.do not send electronic marl to this entity.Instead,contact the office by phone or by traditional mail.If you have any 4ue5boos,please mntart 850.487.1395.'pursuant to Section 455.275 (1),Florida statutes,effective October 1,2oi2,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 an email address which can be mad:available to the Wubar_To determine if you are a ficerlsee under Chapter 455,F.S.,please WUchene Product Rppcovaf Accept-a ® ® dtl:flrlLti.Atir7tttCS GENERAL NOTES: 1.SEW H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.DJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(6th EDITION)OF THE FLORIDA SU NO CODE THIS ACCORDION SHUTTER SYSTEM SHAT NOT BE INSTALLED AT HIGH VELOCITY HUTRRLCME ZONES. p /� �^* DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CQNTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.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 K&D.DESIGN WIND LOADS AREA-1: HV BLADES!j& 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 SHM 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 LITE USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTDA COMPONENTS 21-37 SHEET 3 BFF(TNA H.V.ACCORDION SHUTTER SYSTEM'S AOEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEER 4 TYPICAL WINDOW OWE&WINDOW DETAIL -HV BLADE @ /0214.01-03,$0715.01-03.41GD4.01-05,#121+.01-05,40317.02-08,40609.01-10 AND 40210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1888 AREA.2, W BLADE(1)A1ND HV WINDOW 131 AIDE. AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE WERE APPLICABLE)! -HN WINDOW BLADE 0/0505.01-08 AS PER ASIM E-1866 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND 4 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION At NOTES ON LOCKS SHEET 5 INSTALLATION DETAINS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE ID AND W WINDOW BLADE 0 ARE MINMW-O TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/147275"AND#14.1.75'RESPECTNEL.Y. 410-HT MINIMUM MIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WTIH 135.0 kat YEtD STRENGTH AND 160 ks1 TENSILE STRENGTH.PINS SHALL.BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM 00RRLUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 Iid FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6905-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ASI STIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ks1 MIN.YIELD STRENGTH AND 90 ke1 MIN.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 AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SFEETS FOR ANCHOR SPECIFICATIONS:W BLADE d:12.13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W BLADE ID&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 46'779.582.COMPONICNIS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 45'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. ' - AREA 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 3..HV Y�INDOW BLADE ONLY ( ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT TSMUST BEAR AND ENGAGE OR LUCK Al HV AND HD LOCKS. PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL W AND HD AREA 4_ I,iy ININDOW BLADE1 ONLY 11.SHUTTER MANUFACTURER'S LAKES.SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE.ONE IABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERT'OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE- 12. ODE12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWNNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)TNS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UF'E 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 RESPoNSIBIurY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ((d}SITE SPECIFIC PROJECTS SEWS BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPOFSIBM FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL.SUBMIT TO THY§LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D. SEWN BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED n. 1 FLORIDA BUILDING CODE Non High Velocity hurricane Zone `N,pl,%� �j"/ y ®2015 EASTERN METAL SUPPLY,INC. ,,`v••,.�,ic E/9 ''�'�f�4 �M�Iire ERT A H TM O o■�. ■ ■� .Accordion Shutter System .4 ■ H.V.RAM y1 W/OR W/0 KV.WNDW I1ADE *o: /�, Am®r1Can Shutter Systems CW DESPTION DATE DRAWN BY: H.L. 'g0,+ TE 1Fti TILLIT TESTING & ENGINEERING COMPANY Asaoclatlon, Inc. I OLD 11-192 4/13/15 TWE 4/13/15 N.W.3M.sL sm 3m.wwNA GAWVNS.F'LaFMt 331 Phw.:(385)871-1,9W.Fo.:(305)871-1531 4268 WBStTOOd9 Drive 2 DRAWING No -.0,I-TOMOasTjsl�m West Palm Beach. FL 33407 s 15-'0$5 '��i ANAL ENS' AA` WALTER A TIUIF Jr.P.F 4 SHEET P.E. SYEAtfa�LOISUREjDATE FLORIDA U.P 44167 s 6 1 OF 20 oT a•.left 111NDOW MADE p s yy� vARiss st ' t.a41' e #" '£` 6`. S • Max. �- a'S S .09 4.3 1' a , 4 HY S @ DE '375 5 HV 9Q jt Sd` STARTER — COVER5 458179 3 HY UNIVERSAL FLOATER S 5QUALIFIED FOR USE W/ HV BLADE 1) 4 H�DI�,pT ht HV BLADE 1 (R HY WINDOW SLADE'r 6005-T5 ALLOY AND TEMPER UALIFIED FOR U E W 6063-T6 ALLOY AND TEMPER *SEE UMITA711ONS OF USE OF BLADE (9 ON SHEET 19 72 a22s" 1500' 6063-TO ALLOY A TEMPER . 6063-16 ALLOY AND TEMPER ' 4' u 7- 7t 2.8 56. n n 944` .670' 222fi" 72 $ 642 a 7" A .092" N n 7 HV AdJ. ADAPTER W/1-11? 3 4.436 12 375 0'07 E If QUALIFIED FOR USE'W/ HV SHV WALK OYgR TRACK azo 6 HY J. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U� Wj HV �9 1iY TRENCH TRACK �� J.54` BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W 6063-T6 ALLOY A TEMPER BLADE(DONLY. � HV�NGUARD 6063-T6 ALLOY A D TEMPER VARIES 9 8. 6063-T6 ALLOY AND'TEMPER QUALIFIED FOR U�E Wf HV 7- l.srs' BLADE AH Mar VARIES 1338' 6463-T6 ALLOY 0 TEMPER a 1.977' Max .093- 100, 12 4 'N� m 060' M u 60" n 670 N .093" �,. \4 ° 064'• �v a) w� � a 870 5 0'1.868' 670 lS' in, RV BILI G HEADER ( HV READER/SIL13 L HD CEEILJNG HEADER/SILL 7 ? OIFIED FOR USE VP/ HV BLADE(1)ONLY, QUALIFIED FOR USEW�/ HV BLADE ')ONLY 6063-T6 ALLO AND TEMPS QUALIFIED FOR USE W HV BLADE 1� 14 HD WALL HEADER SILL SEE SECTIONS FOR VALID SEE SECTIONS FO VAUOTTY. UALIFIED FO USE W 6053-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A 9 T1 T2 X Y t X YMkt 2" 2' 0.125` 0 2' 5"MAX. 1/8" 1/8' 3" 3' 0.090' I6 2' 5'MAX. 0.192' 0.192' 10 16 ��pE NA GLES 20 CORNER POSTS Q ALIFlED FOR USE W/ HV ALUMINUM g� 19 z.5' 7 M0. 0.790 4.19tl' UALIFIED FOR USE W/HV BLADE C71 QUALIFIED FOUSE W/ HV BLADE 6063-T6 ALLOY AND TEMPER GLAD£ 1 ONLY. 2- 5'MAX. 0.139' 0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Nan High Velocit Hurricane Zone', U 2015 EASTERN METAL SUPPLY,INC. 13ERTHA HVTM GENS 9 � Accordion Shutter System ` �. {:�` t N c. w w ■ ■ H.V.BLADE#1 W/OR W/O KV VAN"anDE *c American Shutter Systems W.Fk ORC81PTroN DATE 01um1 e: M C -*; �/ �•!'� x TICCIT TESTING & ENGINEERING COMPANY STATE OF :'e�� S.N.W.78th$1,$1.703.NRM.GNBJM,n..MA 33, Association, Inc. 1 OLD 71-Isz 4/13/15 OATS a/13/1s ,•ger- Phone:(303)871-1530,Fa„:(305)871_1531 4268 Westroads Drive 2 DRAWING No %BYO FL 0"% ��*� o-mail;Ulleca0aa6eam West Palm Beach, FL 33407 3 ��� SSIpNA4 �`a`' WALTER A.RLLiR1815-085 1.P.E. FLORFDA uc.y 44167 6 SHEET P.E. gel/g&t� E/DATE s 2 OF 20 4.660" 4.578' .745* HOND 2,2 RAKEID PAINTED C'm , 741 FADM qQ.—.. (2 TVJ HOUM ENAMEL. g­Tj '3 RAKED PAHIFD KH. M TURN M .061" 1. 875' ORASS COUNDER BRASS &KEYS(0111016E (CHROME PLATM) 44, @ HV, LOCK NY EGRESS LOCK OU FOR USE W LAD ONLY HY FLOATING NV ED FOR USE W/ HV BLADE 1 & ONLY E 0 W/ HV QUALIFIED OR USE W/ W 606- �W/�WaTEMPPR 6063-T6 ALLOY AND TEMPER (2—.t HV_ rl RNER CEMER SLAD & ONLY. BLADE & (9 ONLY. Q"Cr ..18 AURED FOR USE W1 HV BLADE 1 ONLY 250,0.01 6063-T6 ALLOY AND TEMPER PLASTIC HEAD _510 2' MOLDED 4.. SCREW 9:f!f cl AD FW 80*AFTER RIVETING 1/4"A-20 x 3le BEFORE RIVETING ci Ile, *,MES 9444 AMINUIA'(2024-Y3 ALLOY)LARGE FLANGE THIN .T SHEET NUTSM.PART f OM AS LIANUFACTUTTED By AVDEL CHERRY TOMPIN.PARSIPPDIY KM JERSEY 07054 OR EQUAL PLAN FRONT]ELEVATION (jo H MALE "T" LOCK CENIgRMATE 4.566' LOCKER FOR *T" LOCK CENTERMATE QUALIFI6083°R6 D FOR UAS W HV BLADE(DONLY HV FEMALE -."V- LOCK CENTERMI&M HV 'Tw LQrK Hy ALTErtNATivE LE h� Loy/ AND QUALIFIED 6063-T6 TEMPER QUALIFIED FOR USE L) FO ADE I%USE QUALIFIED FOR USE W/ W GLADE@ONLY QUALIFIED FOR USE W/ W BLADE ONLY ONLY, 6063-T6 ALLOY AND TEMIEP W/HV BLADE ONLY. 6063-T6 ALLOY AND TEMPER 1.917 3.161 _\_THUM9MRN .063' CYLINDER OR .214* 00 2 KEY CYLINDER .214" O.6w Min. 1 .125'Mox. HO CE14TERMATE Wj NO I CKING ROD HO CENTERMATL .4 LJ o QUALIFIED FOR USE W/ W BLADE Q)& (LA) QUALIFIED FOR USE W/ KV BLADE(j)&OA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 14D CERTERMATE'S INSERT VARIES*12' IN* (BAUIFIED FOR USE W 4 V 4' W BLADEO&g 4 on 3/8*0 6063-T6 ALLOY HAND TEMPER THUMSTURN o— p/2- CYLINDER *:OR� N (SFE DETAILS? OR KEY its' 1.57 MM cram ER 1.78 Mm '�G ROD!�FKI 11/4"0 HD LOCK =�R — 375-0 (R— QUALIFIED FOR HV BLADE 0-20 AISI .304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-176 ALLOY AND TEMPER 6 HV 3/-8"0-16 ACETAL (QERWIES S.S. THUMBSCREINS QUALIFIED FOR USE W1 HV BLADE(D& 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS U I*J, QUALIFIED FOR USE W/ W BLADE(D OI)ILLED AT TRACKS FOR PROPER EMBEDMENT t�F jj%1A EQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System _LT-7c7_o7,,7, sA.S.S.A 7T 7E a KV.BADE#1 W/OR W10 KV.WINDOW MADE American Shutter Systems &Y.ft. INESCRIPTION DATE DAWN BY. ALL TTESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4113/15 RAITIE.' 4/13/15 H.W.3ft.St.$1.303.WROINA GARDENS.FLORON 3316 pt 4268 Westroods Delve 2 Phone:(30)871-1=.F-(30:T)TI71-1531 —DRAWING No ........... -.Il:Olt.. West Palm Beach, FL 33407 3 15-085 SS100\- 4 1111tv10"N WA0ER A.TILLIT J1.P.E. FLORIDA LIc.f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8-0 Q- HKM_EV—@ 1 12"MIN. HV BLADE 1 41 4 To DL"'E T, HV WINDOW BLADE (9 W BLADE 1A HV LONG RECESSED NYLON BUSHING BLADVS y KNUCKLE .0625 nBAD 5, HV SHORT RECESSED NYLON BUSHING RI 7 'i 0 14V NYLON HAT WASHER (D OR FLAT PORRON KV WHEEL CARRIAGE A1S7 302-303 SERIES444 #Z X 0-870'x3/16'THICK NYLON WHEEL. 'A 2 7/a'MIN. fiv WINDOW CLEAR 03, 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPARATION 3.7500* BETWEEN W BLADE 1 3/4"ACCORDION PIN W/'#8 HEAD EXTERIOR OP 0626 NCS :L 5 3/4' &=ON A 75" ON C — .75W @ HV 2 3/4"ACCORDION PIN W/ #8 HEAD 1 47 5" 1 7211V QffEFW9 REMAIION 1T CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW BET'YEEN 11PICAL HV WINDOW BLADE AND 2ps PDXYC MBONATE HV WINDOW DETAIL (DO R (103 or N.T.S. kElL, REQUIREMENTS) 0 IREME TS� (DOR *POLYCARBONATE IMPACT �i' HIV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1 12"MIN. RA 4CE RESINS, UV-STABIUZEO GRADE OR SABIC NY PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO BLAID B(T!)M INNOVATIVE PLASTIC LEXAN 103 RESIN W(1)HV (I)o F-7��J ' (SEE NOTE -F- ON SHEET 19). o (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR —4 0. 4 0 Roo ,,5M. NSE B HV BLADE. EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U OR "CAL SHUT Vrw= TER ASSEMBLY TfPCAL PROPIRRES STAIVAM RIAT OR (2) HV PIN (g MAY 13E USED IN LIEU OF (D AND ONLY AT HV PIN @ OEX74 OR 4� IVS KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oo.32 BLA Sam= (SEE NOTE FOR SPECRO cmvriy ASIIA M2 U043 MAe M043 WIV "ll", SHEET 7. BLADE WHEN CORRESPONDING TO INSTALLATION REQUIREMENTS) M, 9A00 Awl 9.501)P.I. FUDaWA SMIDITH AT MD tam 0790 12AN P,." 13.400 P+l (3) HV PIN (@ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER nEWRAL LIMOS ASW D790 .w. MAW P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET NOTOW IMD 908=11= ASTM M6 IS FT-th/l. 17 ff-lb/. 'WHEEL CARRIAGE DETAIL,__: UAW DUMAIN 02843 4719 "Is X WAX EI�IBLY LAYOUT PATE W Duff ASAI DOM C-1 CLASS C-1 CLAM Sw .-Df. 1046 T T AM 010 Tol=srrem Arim wwwoev ASN 836 6502 PAG 8646 P+d. "L S SIM TRIMS5 BWOK WDOMM AM M wl P.J. ma P.J. M HV BLADE SOUP & (A HV WINDOW BLADE DETAILS I I I . N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone, (D 2015 EASTERN mErAL SUPPLY,INC. p"V ETI,A. .......... Accordion Shutter System A.S.S.A. KY.MADE#1 W1 OR W/O KV.WINDOW BLADE Americian Shutter Systems XV.N, DMCRIPnOM DATE DRAWN BY.• M.C. TIUTESTING ENGINEERING COMPANY TE OF SIM N.N.tj13W St..Sty.305.VMOM WMIS.FLOWA 3316 AssoclatIon. Inc. OLD-11-1-92 4/73 15 wTE 4/13 75 .*— z hcno:(305)8;71-1530.Fax:(305)871-1,931 4268 Westroads Drive 2 DRAWING No 0'q I —mail:fill—OoDixon) West Palm Beach. FL 33407 3 M-00067 .......... . 0 15-085 ONAL WAWALTER A.TILLR19 J�RE 4 P.E. AAA` AL FLORIDA Uc.f 44I 67 5 SHEET 1 6 —— 4 OF 20 A e e o t 9 u x s u � ��•�� 1 ONE FIV LOCK(j)or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVEOft B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 165",AND FOR 1NST 'BONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR CEkTERMATES W!(2) I/4'0-2 x 1/2"LONG FLAT HEM S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON � TYPICAL SHUTTEii2t E7.EVATiON. Qa lm 18°, 2. N> T DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HY LOCH OR Y E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR SHAH BE AS TNOI ON NICE(1)ABOVE COGA ON OF LOCKS S BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ONLY #11 OR UMffM MANDATOW CONDITION s • LOCKING RODS ARE NOT REQUIRED Ai URRICAN£POSITION, BUT MAY Kgb ox(O on IRBE USED IF D SRED TO ENHANCE SHUTTER P£RFO MANCE. LOCKING RODS✓` OR AN ALTERMTNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). $ 11F 4. TORY COT11P(10!{j�,ONEHV LOCK S B£USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN•I ELEVATION.HV LOC or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENCERMATE WI(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS � AT TOP 8e BO OM SHALL BE 115E0. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ¢M� MAXIMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET I2. • ONE ALTERNATE HV LOCK MAY BE US IN UEU OF NV LOCK or FOR ANY SPAN.AND Q %MTIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN NS OR OUTSIDE LOCK,ATTACWMFNT OF I/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION AVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAR OR TWO 1 / fi BMg L' LOCKS AT 1/3 OF SHUTTER SPAN, - ® 8.MAFOR ket ILIE MOUNTING RLjE%jATIIINS: 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 98'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W (2) i/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE.ENO M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/ CONNECTION OR�TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o f E N I a K L P 0 R v W x SWEETS 1U HUGHT• FULL " *NOTES ON HV "T" LOrKS AND CENTERMATES: 4F CORNER 1 .SEDDILID&MWM TO MMM=CONDITION J1 VAUD ONLY FOR Hif-r 10% CENTERIOTES go AND CENTERMATE ����,,ONE ALTERNATE HV'Y LOCK MAY BE IN IN UEU OF MN LOCKS OR FOR ANY$PAN AND QoR�°fl�•tlp,®W+10 a3 at I�a�TALCATIO AT ANY ELEVATION.AL TE LOGY BE USED AS AN WSIDE OR IDE LOCK ATTACHMENT OF LOCK INCLUDES USING REINFORCING LAC. q,AS SHOWN ON SECTION HVG.SHEET G,WHICH MUST BE CQ• 5 + « i r oa CONNECTED TO CENTERMATES®AND 0 W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/8"0 x 3/32' � WINGNUT OR WI 1/4'0-20KI'S.S.M.S. INTO A 1/4 0x 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©•OO '�OAlJ•L!J• °" MAXIMUM AB AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY, Q•®oA�a©oa®•�m •�°"�i *NOM ON HD LOCKS & Ct 1. M!/ND.CENIERIIA=(11 O WX//C+�ONE ALTERNATE HD LOCK 3) MAYBE USED IN LED OF TYPICAL n HV BLADE SHUTTER ELEVATION_ kV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTOMTE HD LOCK(2)MAY BE USED N.T.S. AS AN INSIDE OR OUTSID, LACK.ATTACHMENT OF HD LOCK TO®IS W/3#'8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEiAW INSERT i5 AS SHOWN ON SECTIONS H08- AND HDC-HYC.SEEM 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BU11 D1 Ofl High Velocity Hurric-o-n-e OOe A.T143 ' 0 2615 EASTERN METAL SUPPLY.INC. BERTHA TM A.S.S■A. Accordion#1 W1On s KV.WN System • / ` _ H.v.BLADE�w/OR w/o H.v V1iND0YY BtAiTE TILLIT TESTING & ENGINEERING COMPANY Americon Shutter Systems DESCRIMOi DATE DRAWN W ML "'O'• STATE OF .'�` am N.W.38th.Sr„Sle.30.wK.mKA 8P1oK%FLOMOA 33IN Assoclatlon, Inc. + OLD 11-192 4/13/15!SHEET : 4/13/15 %� {T Poon.:(309)871-1530.FOR:(305)871-1531 42fi8 Westroods Drive z WING No �, �s�•. �ORIXI _0:Lit eco®aoLcom West Palm Beach, FL 33407 3 ^'i�jft'O+S,•......��G\\\\'\ WATER-A.0006719UJT P.E. 1 5-085 ��n NAI q+\\\ FLORIDA uc./44167 s 20 P.E. SEALf�3189XMRE/DATE CRETE ANCHORS POURED CONCRETE POURED POUR Rw- •(SEE.SCHEDULE ON OR CONCRETE BLOCK CONCRETE SNEE1'13 REQUIRED 1/4'0-20x3/4'S.S. REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULE ON W/1/4-20 CONCRETE ANCHORS 17 18 FbR oN£(sm mou nNG Ott sIw T) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 12 OR 14 Min. i j4'0-20x3/4"S.S. M{n. EQ,- Q. CHINE sC E Q USING 1/4--20 NUTS 2' --- 0 12`O.C. 2 E.a.• /. .250'Max. - - S 3 OR 5 __ 13 aR 1 S Max. U.• __ ` .M2b0` - " E. OPTIONAL ONAL i l � � i i 1 S3fD=ON&FYI ♦ 1 MIN.SEPARATION TO GLASS !-" It FOR MADE {DItO 1 OR ® 1 D(GLASS--j"'—(SEE SCHEDULE ON SHEET 11) ES65RNG l 9t(E9�RQ i 1 i MIN.SEPARATION TC GtASs (:VL55--1 i"(SEE SCHEDULE ON SHEET 11) 1 £Xt51 A HV �y►ALL HEAOE,$ INSTAL�,��71Q.j� Q HIM WALL NEARER-INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE O GLASS EXISTING ^ ♦ ��- —•— —(sEE SCtiEDlliEi MI1,L OONTSHEET 11y 1 LASS--,' m{4 (SE�E i 1 --Q OR ® L` MIN.SEPARATION TO CLASS 1 1 _Q EXISTING C TLAgg L 1 �, l (SEE SCHEDULE ON SHEET It)- CH t)CH Sw i9 FLR e i HArCcmA Q9 DOONG >�OPTIONAL Pill i CLASS-•i s &CO". Max. OPTIONAL /4'Max. �E D. I IEQ '- 2 oR® ___ 1/4'0-20x3//4 .S. In. 9'21 S TR(!SS NFAp 1/4b-20x9 4'SS.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRU55 H 1LACHINE SCREWS CONCRETE ANCHORS 1� 1 1/4"-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4•-20 NUTS O 12`O.C. (SEE SCHEDUCE ON SHEET 13} Kkn. SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WALL REQUIRED Q HV WALL SILL INST LA LATION POURED CONCRETE (SHEESEE T 14)s 1EBULE ON �f H-V WALL SILL IMM"TION OR CONCRETE BLACK WALL REQUIRED Q HV WALL SILL.INSTALLATION NOTE FOR GQMBINA°Dd OF SECTIONS: INSTALLATION DETAILS W./ 1- SEE SHEET 4 FOR TYPICAL SHUTTER L�.L. .E DITANCEASSEMBLY ♦ SEE UM ATtON (� HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINEQ G710N5 ON SHEET 13) BLADE I ON SHEET 10 IN ANY WAY TO SUR ANY INSTALLATION. 1111Ud FLORIDA BUILDING CODE Non High Velocity hurricane Zone A. Cy@ 2015 EASTERN METAL SUPPLY,INC. BEWHA HVTM 'F Lt E c® INa. �.S.S.A. Accordion Shutter System * *s Amstican Shutter S KV.BLADE#1 Wj OR W/b FIV.WIWN GLADE o. �� f`�' — TILLIT TESTING do ENGINEERING COMPANY ��$ oEstxaPDOR DATE aPaxn er: M.L S AT OF c> r` Association. Inc. , o1D n-19z 4 17/15 NTE 4/1s/ts �'•, :j�` 8337 NW.3Gtlw SL,5ta 30.5,VMGM GARDENS,FLORW 331 :(SOSj171-1530.fax:(3a5}871-1591 4268 Westroads Drive 2 DRAWING No \4`��� e-mal a-I QOaBol.wm West Palm Beach, FL 33407 3 15-085 ,,r 71 0NA�I��14A` WALTER A. RLUT ar.P.E. 4 FLORIDA UO.0 44167 S SHEET P.E. 3E L'J 4A"TURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) TO�cS 1 OR Q uwT 1 REQUIRED i S HISA E ON stFi' EXISDNG ! ` '(SEE O GIA S Dw EDGE If "''11 ITXi ET 19 MR GLASS-( ue,.smra4pn 20EET it) APSLABPLICABLE B a MSHEt9 flw ' ro Our D, APPLICABLE EXISTING EfA06O)&Q GLASSY , oN s4T.T Tp ALTERNATE i ANCHOR '' EXISTING i r i LOCATION I I I ', G /1ex3/4"HEX WASHER HEM II 11 �+ 13 DR 15 3/a uw. ItK SCREWS V i2"O.C. ; EDGE OF CONCRETE ANCHORS $ LAB IF APPLICABLE 7 (SEE SCHEDULE ON SHEEP 13) £ EXFNG r , /EDGE OF— j .—_. 'P ' EDGE OF GIASS; S1AB. / 'r/ 1 1/2 1- EDGE OF APPLICSLABABLE iFB� D, APPLICABLE SLAB IF ' MEN.a (s2 ,Q. .q: APPLICABLE POURED ----E.D.� CONCDURETE FIAT NEN}CONCRETE ANCHORS I t�FCRI;W@RI } POURED CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) a SLEET 19 MA 1 OR � CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS 9LAxS;(D& REQUIRED E.D. D.• (SEE SCHEDULE ON SHEET 14) I1 .J$�:NCH iNS]'ALLATION PA.1D ONLY FOR UP TO+70,-75 PSP A.S.D. FIV. FLOOR NSTALLA IO t ©NV WALK—AVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (I^) HV CEILING INSTALLATION SCHEDULE#a' SHEET 11 EXS9NOtaN.9[PNNipN bONNGREIE ANCHORS p ( 19SOMPAIDS i EXISTING W.� Q (SEE SCHEDULE ON J4' OONww i _. I I j-'-(SLESartAwE SHEET 15) IB BW'�ANOB)TMOtt{w 1 L aN Sar it) 1 ' EXISTING EXISTING--{- -r-"' TECIQICEODY OR 7J4TT itTAfl25 1/4- CLASS 4" I pCASS^-I ux.9mARAn9N ro 1 GLASS-, I / GLASS ""(tsEl sc+Imw.c Ox saxT 70 +------� t FASI72-11=0 des T/-APER+ANCNats w/ MAX. ttA6 9ifwutpN TD t 3 4"MN.EsrtIEDNQ)T 8 6' I I i 'I(SM W.En"d I t) { O,C EUR 18 70 e'-o'SP.W XND 0 ' i 4.0.a FOR SPARS LARGER 7WN 8'AW LIP W b'-4"WX APTLY i r1 1/4- W( 1 SFAIAAT AT EYTR7'FASI NER HEAD H ; OR 15 D Raza/4"HE)( E, . (sE�Hare tt aai9mni 4Nsst 3 9 1�(. WASHER HEAD ! — — I ucL TEN SQREWS cO a.SEQ wr t B` g =' `14x3/4' HEX a 12"HEAD I O.C. t 8• (t :-"• :• - ' to TER SCREWS+9 9"O.C_ _ n /4•M20xs/4'SS us CONCRETE ANCHORS _ _ +a ¢i4x3f4`S.D.S. ____ I 1 OR 1/4"0-20 S.S. M.S. to s 7 31 ! /4' :•A,-">'.a:.• +: 4.,. DSINC 7JCM24 NUTS W/NUT®9`D.C.Si (SEE SCHEDULE ON k 1 a 9`0.C. 1 - - Max. 1.�••� 0 72"O.C. _____I SHEET 14) 7 1$ "•. .'•'+2.OD`MIN,iT> Emim NON STRUCTURAL 1/2" 1` @.R@ WNL 1891(DECORATIVE EDGE OF 14x3 4"FJL S.O.S. y SLAB IF ,# / 1 7 B' 1 7/8 APPLICABLE A CONCRETE ANCHORS .SEE NOTE 13(b) REQUIRED 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) _ D. OR CONCRETE BLOCK SHEET 14) ORCONCRETEBLOCK ON SHEET 1 i REQUIRED REQUIREDKEYSTONIi RtOtiNTING INSTALLATION OPTIONAL POURER [�� © MV WAIL WALKOVER INSTALLATION CONCRETE-/ K HV WALL FLOOR I ST LIATION 1A KUM A.S.D.DESIGN PREF+a4.-73 wT REQUIRED NAMfIM 5NUITER SPAN 6'-0" QQ HV RAINGUARD INSTALL&TION tTHIS INSTALLATION SMALL BE xo» NQ1E FOR COMBINATION OF SECTIONS: W `- t REMOVABLE WHEN PERFORMED E. E =EBG£TIONSDISTAO ADJACENT TO AN OPERABLE EXIT ♦SE£U ATlOHS OF USE FOR 1-ESEEMB SHEET 4 FOR TYPICAL.SHl1TTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE A ON SHEET 19 INSTALLATION DETAILS W/ I NV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED Velocity 1� IN ANY WAY TO SUR NAY INSTALLATION. FLORIDA LORIDA BUI�TtLDING CODE Non Hi Hurricane Zone) ��.•°�F11�A.'r1, jTIk 0 2015 EASTERN!METAL SUPPLY,INC. ' SIL E Q mc. ■�■ ■�■ Accordion Shutter System H.V.MADE#1 W/OR w/0 KV WINDOW R-ME *: /_ 71WT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE OPAWN BY; Ni o'• 'STATE OF 0355 N.W.,SD, St..Sta 305.MMMA cWOM,nor=MI Association, Inc. 1 OLD 11-192 a/u/15 DATE: 4/13/15 Ptl—:(305}871-153D.Fox:(305}877-1537 4288 Westroods Drive 2 DRAWING Na Kl".'''�\ � o Mzil:Ult-0yol— West Palm Beach, FL 33407 3 15-085 ONAL���A�`` WALTER A.TIISR J,.P.E. 4 '�F a T1AA FLORIDA Ue.B 44167 5 SHEET P.E. SEdt�S1uR 'URE DATE s 7 0F 20 r INSTALLATIONS W10) HV SEE NOTESAT LOCKING ROOS�.Tr LaCKSQ ar® OUT 94' F-1N I EXISTING GLASS a **AND ALTERNATE HV LOCK IS ON SHEET S. BLADE W HV CENTERMATES MADEms AFL�A�1,W"MmEo OR SEE EN WALL CONNEOON EXISTING GLASS DETAILS ON SHEETS 10 dE 1 Q+O+©-O+o+@« C ---------------------- 1 i O 5.5-3-5.6 v S 1/4' 7" 6 1/2' 7" — 2•x2 Kt/8•x6-2 $ + OPPOSING SYMMETR.YGI�i, (6083-T6 ALtD'n ALUM. , ANGLE W(2)1/4Y TAPCON 1/2" ars +� To CONCRETE ' CENTE MATES CENTERMATES MIN.SEPARATION (TOP/SOnoM)ac TO GLASS (3)alOxi/2-S.M.S.'LO TU68 ! a,Gxs 4-s.ML W ,2• v oc a Z * Z oNSHEET �Wi L} AT EACH ANGLE.WI 1 �C.AUIE LENGHT. W1 BY LOC�}� 0Jr « * 35* IN 10 « OUT « * HUG HVA HVB I on as $ + 7 oR$ oR10+ oR POURED CONCRETE OR O+O+ O+CJ+® © O O O O ® EXISTING GLASS CONCRETE BLOCK WALL Q+©°q +Q an REQU ED �(IsnNc 'Q"'�+QJ°'O' °"I SYMMETRtGAL——--———-`"_._.—— B +7 7 $ + ors $+ oR 1 S+ 5 SYMMETRICAL CEN E--/ HV R $m 1 + $m $+ MIN.SEPARATION j LASS V Q t:J O O EXI SI 1 * I N O$+O O O {�7 TO GLASS t5 ULE '"` �`� * o: W LOC OPTIONAL $ (ON SHEET�1) MIN.SEPARATION ` r/ INTERIOR} O O O ® O (SEE SCHEOUtE __1 OPTIONAL ON SHEET 11) (INTER(OR) -_.--- - --_—,--....- OUT CONCRETE � � ANCHaIs® . 1 5 (b« * 3 Vom ARIES 0-29.1— * « [/ry ..� ,{•)T« ('1'il 0 U T 0 1/2"MAX.SLACK * (aMIORR)77 HVE ��'ll '"..l HVF** tor OUT HVD FLORIDA BUILDING CODE Non High 'Velocity Hurricane Kone 01%J1111717f,// @ 2015£ASMN MEAL SUPPLY.INC. ild E A.S.&AAccordion Shutter System KV.BLME#1 W/CR W/0 KV.WIMM k3CADE TICLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY. OESCRIPRDN DATE DRAWN BY: NA. A{r(t N.w.7sui.s,..St.105,mcm OwDm nDRIDA 331 Assoclafion. Inc. , OLD 11-192 +/1a/Ls OATS: 4/13/1 e�65 ST F fi Phm.:(305)871-1530.Fox:(305)871-1531 426$ Westroads Drive = DRAWING No � � a-mai:L6tecocool— West Palm Beach, FL 33407 3 'f�i�CCS'' ''�G`.�` WALTER A.TILLP71Je P.E. . 1 5—C•Q5 FLORIDA Uc.a 44167 5 SHEET P.E./ y11�iNtE/DATE 6 8F 20 ALTERNATE INSTALLATION W/HV -T" LOCK _, H MALEZFEMAL "T" LOC K$ CENTERMAJES a8) CKERS a W/nj HV BLADE SEE 0111 MUNEanoN wwLs om Sums i-& is INSTALLATION In HY BLADE IN ATM ON SM7 8. OUT T IN AS WELL AS VMVtM MWIM 0M., WJE*MADE 6)SWIC MAL 1W.INOC WICATIM ON THIS I== INSTALLA110"KrALS"ET,"y WL—; WALL coNNEanaN 0.0-0-10)30 35 35 fiL_----------------------------------------------- AT OIL"NL L O.C.FULL LDM.fimilr 116I.S.TO Wil /( (4)H O IlYHVT� PINS OaTm LOCKNSIDE) aw 119 5 --------------Ak 5 1 Q!i29 1 za 0/6* x d, OR 19 OR OR OUT31 4 "1 @ 4" 0 1 1/2" S.S,M.S. SYMMETRICAL HD CENTERMATES 2 —20 X.3/3 (wwwo HDO—HYD (0171"10 Wf 7/8"s x 2" WINGNUT. Fo Of Hac-flvc L LOON.ON 5XEET 5. (gHV -T' LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERMATES W4 Q* LOCK (EXTER[Of!) W/ LOCK (INTERIOR) t SERIES 0444 AWUWLU (2024-T3 ALLOY)LARGE 11ANIX THIN SH T ftUfSW,PART f OW, ASMWMFAMRED BY AVDQL OOM TMOW,PAWNWIRM.WN J8= 07054 OR EQUAL - -----------All,---—-—-—-—-—-—a 3 -v SIX w=of tooma HDO L0=oN sw 3 L" OL14OO MI 49MAL A�PK ML.00-mro 6 \,CO HDD—HVD FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL suppLy,INC. /'y BERTHA HVTM �p Accordion Shutter System TiL,-�Ec`=oet-,7\ A S.S.A. H.V.BADE#1 W/OR W/O RV.WINIM MADE f: TILUT TESTING & ENGINEERING COMPANY American Shutter Systems wv�H. DMRWTM QAIX OPAWN By.- M.L. STATE OFAsaociatIon, Inc. I OW 11-192 4/13/15 DATE H.W.31h.St.St.WS,VMNIA GANWEEMS,FLOfWA 331 Ph.- (305)071-1530.F.:(305)071-1531 4268 Westroods, Drive 2 q� —1; 8719,.« West West Palm Beach, FL DRAWING No ES- 8719 3,3407 —3 15-085 WALTIM A.'RLLIT J,P.E 4 FLORIDA ILIC.#44,67 5 SHEET P.E. S IRTURE/DATE 6 9 OF 20 P0URE0 Cp1CRETE ORFZ7 POURED CONCRETE POURED CONCRCtE OURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING CLAS ,S —EXISTING GLASS CONCRETE ANCHOREXISTING GLASS �'I� ) 1 2•MIN EXISTING GLASS 2"MIN. 7� LaR SnPN1AnaN T u TO CLASS(SEE LBN.SEPARATION T WK SEPARATION SCHEDULE ON sNEET 1Q OAss(S MO LASS(SEE //E0 EQ TO GAS5(SEE 11 FOR RADE rAND TO LASS(SEE SOHEIU LE ON SHEET 1/16'x3•MAX. ON SHEET 19 FOR 1SCHEDULE���� SCHEDULE ON SHEET II FOR MADE IDAND (60s3-Ts)coNr. BtAm(D&Q� ON OHEEr 19 FOR 1/z• AON�i 1919(Duo Dti SHEET 19 FOR ALUM. c.="i �Litcn sloel BAOESmac® PLATE. CKTE 1/z i BLADES;4D&() f—� aADLs(Da�Q� OF 5}} AT ETCHER SIDE MIN 1 1/2"MIN. OF(D) I #USE I'OR 2'MAX. ED 10x//2'S.M.S. I __._ (AS APPLICCUP 2'x1/e'xo'-2' #10x1/2"S.M.S. 0 16"O.C. ALUMINUM CLIP ANGLE 0 16'O.C. -�- < "—"- - 4 , (6063-T6 ALLOY)AT MIDHEIGR 4 (1)pox1/2"S.M.S.TopaW , (2)1/4"0 TAPCONS ANCHORS TO AJL WALL AT r'O.C.(LOCATE AT �R SIS DE CONNECTION OR EITHER SIDE OFO) ( DR (� ( ( SEE DETAIL x FOR OR To TRACKS SIDE CONNECTION � 6. 7 x 8 0. a SEE DETAIL X F �q0 O SIDE CONNECTION 6 z A °'C�.�a TO TRACKS s „6 >«e °.�a To TRACKS C719'Q3"Q�J C�'®�® Q ®©p 1 Q �Q QQ`®® ©•0•©a0.O•®^" e.p,©�©•Tp•L{�a D 0-@-a-0.0- D'0 �a®t?3.6 � a 8.0. y y� ®,jV.�9'b®,/a,_/n�,f©�� ® �q�.®��.®� 8• , �.V.9�'q�'®^�^`p/�'�`q� _+�q�+��YVAI�+��� O ®a�•��� ©'�Y���v'®�®'���• � END CONNECTION DETAIL Q END CONNECTION DETAIL 2� SND CONNECTION DETAIL(J3 ��914NEGTION DETAIL #RLnL1IR17i ONLY FOR SPANS GREATER THAN 12'-6' POURED CONCRETE;AOR L EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED KN.SERARKTICH Q1 1/z•s.M. '------------ TO GLASS(SEE ffi 16" .c. SEPARATipN Y —.__..._._..__ -_,_-__ (y� 1 SCHEDULEONBLADSHEET CONC ETE 1/2"MIN. TO GAS SEE ___-___ _-__ -___ OR$ OR j OR ( - - _ HEDULE ON SHEET ON 9#EI 19 FCR ANCHOR® - 1 MAOEaDAND _ CONCRETE TDona O m dA 12'D.C. at 9iBET 19 FOR 4 ------ ------ ��`'oR 1� ANCHOR Q 5 BLAD64I�aa{� ___ ORf�1 f O15*.C. 7 2 MIN. 4,- V 6 OR 2"MIN. 2"MIN. ♦BDC gONSHEET USE 19 FOR � BU@OR©OR(90R(DORTIE 1 '. 5 OR (W � I4 DUX OR �' ��©.O,O Ip.�ow POURED E BLOC TE OR (��p.O�Q Io.®a x�,, ,{� N CONCRETE BLOCK WALL REQUIRED 10'�'4�•� " ©'O'©�D 0'�a 1 H4V BLADE OR HY WINDOW BLADE 10 CONCRETE OR CONCRETE BLOCK WALL. EN3 CONNECTION DETAICONNECTION D TAILsQ FLORIDA HUilD1MG CODE(Non High Velocity Fdurricone Zone 0 2015 EASTERN METAL SUPPLY.INC. \GEN&, VIP BERTHA HV IL ECO >tN w. ,�„ ��,� Accordion Shutter System Fcu MMX#1 W/CR W/0 uv.WNDOW BLADE *E American Shutter Systems .N DESCINPnoN DATE DRAWN Bt: ML ?ILLI?TESTING do ENGINEERING COMPANY A93ociatlon, Inc. 1 OLD 11-192 4 iJJIS MTD: 4/13/15 STATE OF .Q� 83,77 N.W.38N.M.51e.305,vmclla oNmLNs.FlDiita a„ ' DRib ` Phone:(JOS)871-5530.Fax-.{305}871-5531 4268 Weskroods Drive x DRAWING No ;. o-mm®61DomaBteom West Palm Beach, FL 33407 3 15-085 �`N',SZONAL��`�` wxLTRR a ..0 a..P.E 4 SHEET P.E. S66''} AZURE/DATE ElORDA u�.Y 441s� s fo OF 20 SCHEDULE 1 SCHEDULE #� SCHEDULE S MAXIMUM SHUTTER SPAN "L+"OR "L-" MAXIMUM SHUTTER SPANK "L+" VIAXIMUM SHUTTER.SPAN*"L+" � (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND NOTES, ,CENTERMATES ® & or ar INSTALLATIONS W/ W : CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK Or ®Orar 5��� ® MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. k W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES @& W ONE HV 'T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, 8, C. D, E, M, N, O, P, 0, A.S.D.DESIGN PRESSURE RATING. LOCK W-IW0 LOCKING RODS TOP & (SEE NOTES t tt)® ODS MOUNTING F, K & L R. S. & V. 607TOM SEE NOTES (VALID OHEEMT0U.N.Q FLOOR/CEILING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD MOUNTING G. H, 1, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, AsRINSkM Aso. A.S.D.a5m+ INSTALLATIONS DEEM I EMXIM M S.D.DESIGN PRESSURE RATING, P WAIL MOUNTING FL00RJC[LI.iNC WALL Ma, Kn DETERMINE NEGATIVE MAXIMUM SPAN "L+" FROM SCHEDULE RATINGMOUNTING RATM t10ORjCFALNa MOUNTING; {p,9.G} CM•1J FLOOR/CEILING MOUHIINC (PA {�p1_� {+aR-} t+oR) FLOOR AL1 iA0UN0Nc -L+- DETERMINE MAXIMUM SPAN 'L-•FROM SCHEDULE. L+ (n) L-19 L+ (I L-(Iq L+ ft L-(N L+ (n L-(III OR IN INSTALLAMAXIMUMTIONS SHUTTER SPAN ALL OR `L- FOR 34 OR LESS16'-0• 16'-0• 16-0° t6'-0' 30 16'-0" 16'-0' 30 16'-0" 16'-.O' INSTALIATONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.AS.D.DESIGN PRESSURE RATING. MldlMULd.DETERMINED SPAN BETWEEN "L.+'AND•L 35 14'-10' 14'-10' 15'^2" 16'-0` 35 14'-10• 14'-10' 35 15'-2" 16'-10' 40 13'-T0' 13'-10` 14'-2" 15'-2" 40 13'-To' 13'-10" 40 14'-2" 151-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'^4" 14'-31 45 13'-•1' 13'-1 45 13'-4' 14'-3" t HV 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" 17-5" So 12'-3' 13'-1• MOUNTING INSTALLATIONS.LACKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 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 1 V-7' 12'-4• 60 i t'-4' 11-4' 60 10_2, t0"-t f' NOTE B5,SHEET 5. RATING: 65 10-1 - 1-i1' 65 10'-10" 10'-10" 65 9'-5" 10'-1• DETERMINE.' 70 10'-6' 10'-6* 10'-V' t V-5' d7D10'-6' }0'-6' 70 B'-9" 9-4' L1+=MAX.SPAN FOR WALL.MOUNTING lOUNTINGt10NS. L2+=MAX..5PAN FOR FLOORfCEIUNG MOUNTING75 10'-1" to'-t' 10'-4' 11'-i' 10'-1' 10"-1' 75 8-9' t't'EXCEPT THAT MAXIMUM SHUTTER SPAN 1.+'OR INSTALLATIONS. 80 9-10 9-10 10-0 10'-9' W-10' W-10' L-"AND MAXIMUM ASD. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 9'-6' 9•-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9-3 9'-3• 9-5 10'-1' 9-3' 9"-3' SFitW.L3£UMDED A5 FOLLOWS: DETERMINE: 95 9-OW-9' W-2' 9'-10' 9'-0• W-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lr=MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8-4• 9'-0' 9'-7` 8-98-dUNITED TO�+64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTINGl_1ON SHEET 7. INSTALLATIONS. 105 a-7' 7'-11' fi-99'-4' W-7" 71-11• 110 e'-4" 7'-7" 8'-Y 9'-2' 110 1'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE 115 W-2' 7'-3' 8•-4' 8'-ti' 11S 9'-2" 7'-3• SEPARATION TO GLASS SCHEDULEMINIMUM BETWEEN 'L1+','1.2+", "Lt-"AND 120 8'-0' W-11' 8'-2` 8'-9' 120 8'-0" W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8` W-0' 6-5" 125 7'-10' 6'-6" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" B'-5• 7'-10" 130 7'-8' MINIMUM PRESSURE RATING 70 DE7ERMtNE MAXIMUM ANCHOR 135 r-7' 6'-2' T-9' T-9' 135 7'-7•- 6'-2' WIND ZONE SPACING. 140 7'-5• 5'-11" 7'-7° 1 7'-B' 140 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5' 7'-3' 145 7'-3' S'-9" TO GLASS ISO 7'-2• 5'-.7" 7'-4• 7'-0' 150 7'-2" 5'-7- 155 7'-0" 5'-5' 7`-2' W-9' 155 7'-0' S'-5' 1 '('(-ER() 3 i 160 W-11' W-2" 7'-1" 6'-7' 160 6'-11' --T-2- 165 W-10" 5'-1' 7'-0' 6'-4' 165 6'-10' S'-1' 170 6'-9' 4'-n" 6'-11' e'-2" 170 W-9" 4'-1 I' 175 6`-7' -9• -9" 0'. 175 6'-7' 4'-9, C W N V B LA Q E 1$0 8'-6' a'-6" 6•-$" 5'-'-10' 180 fi'-8' 4'-8" _/ II 185 6'-5' 4'-6' 6'-7" 51-8' 185 6'-5' 4'-8' 190 6'-4' 4'-5" W-6' 5'-6" 190 6'-4" 4'-5" 195 6'-3` 4'-3' W-5* 5'-5' 195 V-3" 4'-3' 200 6'-2' 4'-2" 6'-4' 5'-3' 200 6'-2" 4'-2" 205 s'-1 4'-1• 6-3• 5'-1' 205 1 -1 14'-1- FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 2015 EASTONNMMETAL 'SUPPLY,INC. 4N`11u 111t1iLFan7. B MA �•E>r. 11E. EC O INC. �►■� �■A■ Accordion Shutter System ~� ■ KV.TRADE#1 W/OR W/O FLY.WINDOW RAVE TLLLIF T£STiNG & ENGINEERING COMPANY American Shutter Systems EV, DESORPTION DATE ORnwN Br; LG, � * 63Z NA 36lM.5i.Ste.JIU,hRaNu.culoeas.cLORna 331Association, Inc. 1 OLD 11-192 4 13 15 oATE 4/13/15 (305)871-1530.Fox:(705)871-1531 4268 Westroods Drive z DRAWING No F P �k,� o-ma� . Ult-90.1.0. West Palm Beach, FL 33407 3 15-085 •''��`� WALTER A.TRttT Jr.P.E 4 FS " •••• o FLORIDA Uc.N 44187 5 SHEET Ef DATE 6 11 F 20 ..:.�,, :. :.e.t.: ': r . .af •: -eta, s. . nla; ••. . . . .:11t i?•Y-Y Cr :!. :a1 .f::a.:.ta1 . .:• alit li:.. f: •.-:al •: ►.fn :11 :u .t- . �at u��mmAnRiioonni®m®mm m�innimmm ndininlain oQpKIM a�mmmnnnnifliin+vunnmao pp [l MEN ..ii7O[�EiiQORR.OR.Ni7O©. �m1RmI� "®mWO�a00�MMKNIMERQ0aAI [ Hmm� 0�[Q [Q3 I�miDO • QpQIgmLGfAOA[�d mQ]00[IOOAm titiE7M=11 m0"KII[aQOiL1[I000ib1 MKEI6-mowB#mtL7i�E�Q[3[�jmiLIiY�Q7t�i1A0[3�[Y3iL7G7I�Q[p�Omum "W"Mmmumm"IIli6��OQC�OfiQlEmQ�AO131" t��QQQQQQ�3 imit7[�O��i70� Q7 [� iYmi����aQ�Q7 O fQiO [i""QQil"M�EXHIMESSAMN LOfniCliiR[�millitlfOdi�ii>IA 1Riy000®iLlmiL7OQi70 • mm�[�OQCSpOpAmf�IOdM== : [s�..z M�70 tORM�mmO0®mORQ7g0���Qm•IO�DaO,Omm �Clu MQQmmmnHEanora�mmn�ooc a�mmmm�Qommmnmr�Qonnis�nimoanm iD19AvA0= cIMi 7ifaoU MUM©mi�0�7R7[�LT�RliEii�Qt3nnOtGIA�Q[�LE70Qo�7tlIm""mm �[CflminQALIQQ m®LOOD[�]E�A M n"ipi"=Q] M �lm�iOnQc�o almCamL�9oo�o nrLao�[E�raiElo iclmmEi,E�nooalmmEswomE�Qiammmmoifo o�mmQi��aQoni�caQM[=�c�mn. ' 6/mg IOWoQnmmmboRlnoQmmoof7LiaQfOm[CiE Q�QAAm[f]AC&InC�oDiI[� ®E�Et7o m�mcP27im EsnCralmt?1[lincaClAUImW >lnOc]eAE©mm�OnnOQlm[LimEEil•C!AE1R]iil�MEN"= N [Glmini*mEfiipA[CIDI�®iiQAEiL37�.7A61mWi7EfEiAQmiiiQ000QQRliILE/F�E�7i7QQE)�7Eci���•3EIiCA IM O EMaili�m•�si OL9�3nQpiamQ7i�E�R7QQ�lmfIlif7OC7QQalmiaOOESi�QEIOOAiflLU , !. .- iDiFlM""Mmm"Kamm""lOmmmOOaKWUNI0 ��►► mism7 04Qd�mWd�FFi�m��mm00R00� �o�m�� ®�D QaAOOmm" mom© �l illmmiifOQQCi67miI]dL&3QnA®miI]OFQnQQmifl3'•LEJQ�QQQ6fIIL�]Fd"==CI®ice : Rmax"Q fr.[Glmii7R�i)nnQ[AiE)i[li>{©ano iLlmm0i3AAQ©mESOnnnA[ClmilLEiQnCirti7 MIMKN= Zan "MOQQLammu"Mm mmm o�QOO[�E• nnOia�ii® oiaQiflOi7E27LS�E7�7pQ TOKEN LEiEIQnCMEIIMM 1pn�ILllif7iL7�Qi iAOmmno9mnQe+iiGliLIi�30iCilfi�QfI�]usm s E30a0 [LimiROOnQO®miaAAQCii 6lmIIlonoQA�[RQQnnnA�QEiQnni�nEfR EI MICI = fL! i/QOQnnQpiLilmQlQpA0M KENEMQQ011QQiamE�OOQQOCLfmillnAQnQQR70�1]EiEElifi �� dO��CMm�mWAO�oammmiJlmOO O� dA�q�06�IQM MMISOaOdgommm== iaOE£7fiQQnQQli©itIQOQQQiLlm[tIQQQQQC�isC/QdQnQIZIiti7F&lsQY ifliflLd3lMMICIsi�Q iamGf7OAQOQiamiL7QAQAQRImfZIOOAAQiDmRiw�nQQAQImi� ni�i� EfpiilOtIR7EIR iilmi<77000QiilfOm[IQAnQA[OmiaQQQQiii lmn nnnO7�7L10RiyQQQ OMmOmmm i1 @MKI10' nOCtnFmMMQQnnn6lm[[iCIOACi>O+MF1==VCffO===MW Unn® �it7RIORlNUMM ®mnQnoiQmQm��o�mm����0 m����m� � 06Ql��2 mm=Ulmon=om ' [CiiOQQAQQQLOmQQOQOp ID®QQnQQQMME&I sannQCf�fum UNUCi1QppMIR7ifELi=== � i • � i almnQQnQoi[�ImQOQQQQfamQQQQQQ =11,00npnpnpQ3DCR7QQi7noQ[1R7i39L�nCiiL m 6®Im0a0d��m0mO0miQ7 =0Wmm �i7ARQllmaQpppOORQ7OOpiQ�lcirQl00 ; • i m�mO�OmdO® OOamOM®a4vAO0i7KQf0Q0 �iEmI�A�Oma00 D Q g Ritnn®d ®mum ��m=a UMOd0000�OOOmnOQ�amm�O��®mOOOi�pO ppp®MEQ3GiOO " filQiiOQAQQ®QAQQQOQiaQQCfQAOA[tQCfiidnQOOQQAACiQOi7i7LI]m"Mme iLIQQQAQQii[©QQiiAQQA CLIQQQOZ.7OQ fIIAQQiZQ QQ I�QOQQipp�QQ di1�3mlmmmm ®�mm�mOmO��n�n�fQib�mAad��O�OQ�dmgR�Qn00/���RplQQm�©On mmimomoQiomomoodomnominoiono�asJA•ioQimmonionidmoo� ooQi00000ni �ommoa i•i. i i� �• ► .• O��t is • r MAXIMUM AN HDR+ SPACINA (in.1 SCHEDULE FOR A MVEN MAX, SHLWrER S8ML SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E%G k R ON SMELTS 8 k 7) L ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUNCE) BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.f'c-3 knl) EQ WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX.(W0.1'c=3 kat) MH.M SPAN (on4ORS 1 "(p1(e L�Fki11� - 1/a•0 x 3/a"ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW.BOLT k SPECIALTY COMPANY.(Mm.t�o=s W)00 E 1't;f.MMMK BMW NEIK PoRKD SA.DF9p1 1EY.OA£flaSSURE KIM .0t'i'mt NdMUM N - 1 fa•0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.V.m 2 xai) 30 140 160 1751 9D 1201:160 205 30 140 160 75 90 112011601205 30 40,`66)76190 112DII6012M TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED i t2 O 9 8 8 0 98 4 112110 '8 8 8 T4 1 8 6 8 8 8 TAPCON TECHNOLOGY COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0• 14 12 10 0 0 B 6 0 14 112 1 10 9 8 8 8 1 0 1412 10 9 8 B 8 8 ALL POINTS^aOUO-5ET ! (MLO.Pc-3 kni) { 9 8 8 6 8 14 12 10 9 8 e 8 6 14 12 IO 9 8 8 8 5 W 1 1 2 10 2 10 0 8 8 8 7 14 10 9 8 8 8 BLUE TAP' CAP NOTES: t2to B 0 14 2 10 9 8 8 6 5 / At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 e 7 S5 35 14112110. 9 8 8 D 8 14 1 t2 10 D B 6 8 6 TAPPER+ ANCHORS 15 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-O" 1,112 110 14 1 8 e e 8 14 112 110 0 8 8 8 1 8 14 12 10 9 8 8 6 S5- 11 1 72 10 5 8 8 8 4 14 12 10 9 8 e 8 4,8 14 12 10 9 8 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALT.BE'7/8•INTO THE POURED CONCRETE NO-DAREDMENT 14 12 t4 9 8 8 8 48 14 112 1 t0 9 8 8 8 5.D 14 t2 t0 9 6 8 8 45 INTO STUCCO SNN.L Be PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SNAIL,BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND it 12 10 9 75 SS 3.3 - 1+ 12(to 9 8 B 6 S L4 12 10 9 B 7 8.3 4 O SEEL�LLAiCN6 a 05E RNt 1•MINIMUM FOR WALLS WITH NO STUCCO. 74 12 10 9 8 8 6 0 14112 10 9 8 8 B 5.5 14 12 10 0 8 8 8 4D cuADE IIg aH SI'�T ID t{ 72 1 0 9 8 7 4 - 14 12 10 0 8 68 8 3.S 14 12 10 8 6.6 8 3.6 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE 60STING WALL OR FLOOR. t4 t2 to 9 8 75 45 - 14 12 10 9 B 8 6 45 14 12 t0 9 B 8 4.5 3.78 PNCFiORS SFW3.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 8.5 7.5 6.5 4.5 - - 14 12 0 9 8 74 d5 4 14 12 10 9 8 4 4.6 3.6 NOTES At)h A2)ABOVE.!'OR INSTAL1ATIONS DN MNYL SIDING OR EIFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER.FOR 6'-0• 14 t2 10 9 B 8 8 14 t2 10 D 8 8 8 5 14 12 10 9 8 0.8 -5 35 iN5TAl1ATLoN INTO EFS WITH METAL STUDS SEE SHEET 20. 14 t2 t0 9 75 5.5 3 - 14 12 10 85 7 s8 4 3 L4 12 8 8,5 5.5 4 3 f4 72 10 8 8 6 - - 14 12 10 0 8 55 S 75 14 12 10 Bs $ 5 4 - (8) TO EDO5NFXL CONCRETE BLOCK:(ASTM C-90) 14 12 8 8.3 SS J - - 14 12 f0 D 8 88 4.9 3.6 14 12 10 B 7 5 J.5 3 - 1/4"O TAPDXIN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 7'-0• 14 t2 TO 9 8 8 - - ii 12 10 9 8 7 5 4 14 !2 t0 9 75 58 4 3 - 0/40%.3f4"ALL POWlS SDUO-SET ANCHORS,AS OSITOBl1TFD BY ALL POINTS SCREW,BOLT @.SPECIALTY COMPANY. 14 12 10 B 65 4 - - 14 12 9 7. 8 48 3.5 - 14 10.5 7 5.3 4.5 3.6 - - 1/410 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 72 1O 88 7 4 - - 14 12 10 9 75 58 4 - 14 t2 9 7 7.5 4:8 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED B1'POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPEIALTY 14 N 7 55 4.6 - - T4 t2 iD 9 7.5 55 4 - i4 12 7 8 48 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN StIlITER SYSTEMS ASSOCIATION.IND. 8'-O 14 12 10 9 8 85 - - 14 12 t0 0 B 6 4 - 14 12 10 B 6.5 6 35 - NOTES: ti 12 W. 7 8.6 3 - ,• 14 12 8 6.6 35 4 3 25 95 S 4 3 - - B.1)MINIMUM EdBEoM):T74T INTO CONCRETE BLACK OF TAPCON,,BLUE TAP W/CAP ANCIoRS AND TAPPER+ANCHORS IS 1 111V AND TAPCCN 14 12 95 7.S 8 - - 14 12 9.6 8 8.8 e - 14 12 8 8 65 4 - WITH ADVANCED THREAMRM TECHNOLOGY ANCHORS IS 1'. 13 9,B SA 5 3.5 - - S4 12 10 8 85 S - - 14 12 8.6 9 4 9_0• 4 12 70 9 B - - - 14 12 10 9 75 45 - - 14 12 6.D 7 6.8 4 - B.2)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALT.POINTS SOLID-SET ANCHORS SHALL L BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.No 14 0 2 75 i 4 - - - 14 1f 7 7 6 4 - - 11 8 54 3.5 - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4.0-20 S,S,MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 S2 D 8.5 4.5 - - - i# t2 SS 7 8.8 4 - S4 508 7 5.5 6 45 - - EOST,AND S'MINIMUM FOR WALLS WITH NO STUCCO. 1,5 R. SS 4 - - 14 12 9 7 B 4.5 - •- 14 11 7 S8 45 S.D - 10•_0. 14 12 t0 8 7.3 - - - 14 12 t0 6'65 5 - - T4 12 $ 6 5 4 - - 6.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENTER BE FOUND ON THE ExISUNG WALL OR FLUOR. 14 105 7 5 J5 - - - 13 95 8.5 5 4 3 - - 10 78 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUC711RE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 tt 7.6$S - - - ^ 14 11.3 0, 6 8 4 12Z 95 6 5 4 N01ES&1)h 82)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH DR WTINOIIi METAL.STUDS CONSULT THIS EN(3NEET. O.8 8 5 - - - - 14 12 $ 6.5 55 4 - - 13 10 BS 3 4 3 FOR INSTALLATLOFR INTO EFS WITH METAL STUDS SEE SHEET 20. L 1'-O. 14 12 10 - - - ^ 14 12 9- 7 6 4.5 - -[12 105 7 5.5 4.5 3.5 - 23 95 8 - - - - 12 9 0 45 4 3 - ^ 7 48 3.5 3 - (C) ANCHORS SAW.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t 10 7 - - - - - 14 OS 7 55 45 - - 9 8 4.8 4 - D SFE SCHEDULE BELOW FOR EDGE DISTANCE EA.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 1 45 - - t4 ti5?.S d 3 - - 9 8 4.5 4 14 12 to - - - - - 14 12 0 85 5.S - - 10 68 s 4 - - E DISTANCE SCHEDULE FOR 12'-0• O DIcT GE VERSUc SPACING SC D c 0 ANCHORS- - IS 8.8 45 - - - - - it 8 5.5 4 J5 - - 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.NESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.6 95 6 - - - 13 95 8.5 6 4 - - 8 5 4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FDLL.OMNO FACTORS. 9 65 - - - - - 14 10.5 7 55--is - - 65 55 45 35 - REDUCEDSPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13e_O.14 t2 •� - - - - 14111.5 75 6 3 - - - 9 8 45 4FACTOR 05 $ - - - - - 1D 75 5 4 3 - - - 5.5 4 3 - - - ATS TAPCON WITH ArJVMCED TAPPER. ?5&5 - - - - - 12 45 9 6 4 - - - 98 7 5 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP + 5 6 _ _ _ _ .. 13 192116-6 3 - - - - ID5 75 3 4 _ _ _ BLAE THREADFURM TECHNOLOGY MIN.SPACING 14 12 - - - - - - 14110.5 7 5.5 - - - 11 BS 5.5 4.5 - - - vt� 1-0. MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING a 3' 3 3/4` 4" t0 7.6 - _ _ _ .. 0 1 7 4.5 35 _ 17 B 38 3 _ _ _ t'tY BLADERED COlNCRETE tt POURED CRETE URED CONCttE7E dt PORMED CONCRETE h 7.8 B - - - - .. 1t 8 6.3 4.5 - - - 9 68 45 - - - - CONS WINDOW0.�.00X �y EII=J I/Y LIN.E0..21/2" CONCRETE BLOCK itt CONCti87E SOCK � ooNaREE2aeat 12 s e - - - - as 7 45 - - - 31 1.0 0.90 1.0 0.78 1.0 .0.84 1.0 15'-0' T4 - - - - - _ _ 3.8 10 65 - - - - - 0.8 e 3 - - - BLADE WORKING s - - - - - - 8.5 e5 4 - - - - 5s 5 3 2 1/2' - 0.81 - tN t�t't1W * 0.B7 1.0 10 - - - - - 0.3 8 4 - - - - - 1L5 8 4 - - - - 2• 0.71 0.5E 1.5 e.5 5s - - - - 9 BS 4 0.91 0.43 16'-0" 44 - _ _ _ _ _ 25 95 B _ _ - 10 73 D - 1 1 2" 035 - _ - 0.35 - e B 6 4 e 45 3 - - 95 ' 6 - _ _ = B e 4 = - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone N:TIL(/j'�i�,� 0 2015 EASTERN METAL SUPPLY,INC. ENC" ; 'JCP BERTHA H -TM Z:T:::I:L�Oi ■ ■A■ Accordion Shutter System Hv.MAX 1 w/OR w/o Hv 1NNDDW arae a American Shutter Systems EY, DESCRIPTIOH DATE DRAWN ar M.L_ STATE bP TILLIT TESTING & ENGINEERING COMPANY - t4 S 8755'N.W.30tH.5t..31e.305,wawa oARRRxs.HARR64 335a ASSOCtattOn• Inc. 1 OLD 11-192 4/1J/15 DAIS: 4/13 15 'yOR Ph-:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 _, �` ���` -00:Es$ 8?1Hd.com West Palm Beach, FL 33407 3 DRAWING No SS/ONP,\- WALTER A TI Jr.P.E. 4 15-085 P.E. 9I! 1!7L%TURE/0ATE FLORIDA U..d 44167 D SHEET e 13 OF 20