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HomeMy WebLinkAboutProduct Approval RECEIVED JUN z 1 ?.90'6 FILE �f a cf BaS Home `Log In (User Regist abon ; net Topics Submit Surcharge # Stats&Fads i Publications g FBC Staff SCIS Site Map = Links Search �L1�','e : RB1uI1sines Product Approval t #Llfess *USER*Pubfic User Regulation 8 Pradr..ct Aoarov 1 F4enu>Productor AaW'cation Search>Awlication List>Application Detail ii .. F-# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I✓1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,Fl-33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley irodriguez@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 L Evaluation Report-Hardcopy Received Florida Engineer or Archibect Name who developed Walter A..Tilsit,Jr.P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence Ft.389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM.!E-1886 2005 ASTM:E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/291201S Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions -086.rid Approved for use in HVHZ:NoINC. DRWG.15 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D".Max span is 12'-7"for 35 psf FL389 R8 AE A_S.S.A.1 C. P.E.R. DRWG.15-086.od positive ASO load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes the HV3 blade w/o window blade,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'�-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions -085j3d Approved for use in HVHZ:No FL389 R8 11 A.5.S.A.INC DPWG.15 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level'D'.Max.Span is 16'-0"for 30 FL389 R8 AE A.a.S.A.INC, P.E.R. DRWG_LS-085 HV odd p.s.f negative ASO load depending on centermates;and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0'for+64, -72 p.s.f.load for HV blade for Keystone mountings 7-0'for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks I COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ.No FQ89 RS 11 a S 5 A INC. DPWG-15-084-od 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 ASO load FL389 R8 AE A S S A INC, P . DRWG.15_ffl4.r)df for Blade I and 18'-0"for Biade 2.See schedules on sheet, Created by Independent Third Party:Yes 12,25 and 28 respectively Sack Contact Us::I94-0 North Moarpe,Street.Tallahassee FL 32399 Phorie,850-487-1824 The State of Florida is an AA/EEO employer.Copyrigrot 2007-2013 State of Florida.::Prtv-a"-Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 854.487.1395,*pursuant to Section 455.275 (I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.iiowever email addresses are Public record.if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: W W go as GENERAL NOTES: 1 NHTDION SHAO liTTET DOCUMENT CEON���FOR COMPIWCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUJLINGCODE HIISACCORDISHUF[FR MHNOBE INSTALLED AT VELOCITY HURICANZONESp �^ DESIGN WIND TOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS T S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHNIl NOT E(CEED THE MAXIMUM(A.&D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 16,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•t; HV BLADES('U& w 13Y MULTIPLYING THEM BY 0.8 IN ORDERTO COMPARE THESE W/MAX,(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 10&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIRCAHON OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21•-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LAR(r'£MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE lHE}{SECTION 1600.1.2 OF THE ABOVE MET ED CODE AS PER TYPICAL SHt1T1Et ASSEMBLY 38-14 SHEET 4 ATL REPORTS: TYPICAL.WINDOW BLADE&WINDOW DETAIL -EN BLADE(D 00214.01-03,00715.01-03.01004.01-05,$1214.01-05, 10317.02-08,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM EL-1886QF •`l: HV BLADE(1)AND HV MANCOW BLADE �1A} AND E--1996 STANDARDS(MISSILE LEVE.D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HERE AEE CABLE -HV WINDOW BLADE 0 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0,WIND ZONES 1,&3)BASIC PROTECTION ONLY AND 0 0725.01-BB AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 Z OAA BLADE(D AND W WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCREE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAIJ.BE 1102.75'AND 014x1.75'RESPECTIVELY 410-HF MINIMUM SERIFS CENTERMATE DETAILS WSHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ket YIELD STRENGTH AND 180 kel TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACRDSHIEID CONTING SYSTEM AS MMIUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WTTH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE EIV MARKING ON THEIR HEM, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY is MO kal AND 35.7 Gel FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6OD5-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 56018 WITH 56 1.I MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH, ANCHOR SCHEDULE-,¢ONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASR 304 OR 316 SERIES STAINLESS STEER WITH 35 Joel 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 HV BLADE(D&m WORKING IN UNISON: 12 13& 1S INSTALLATION DETAILS S-X.WOOD SHEET 17 B.THIS BEITIM H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 08179,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15458,179 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 TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 3: HY WINDOW BLADE(90 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TEUNT,OR OTHERS, MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK A.L.W AND HD LOCKS, AREA 4., HV WINDOW BLADE(D ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CDDE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LAW-NO TO COMPLY WITH SECTION 1710.8.2 OF THE FLOTRIBA BUILDING CODE I2 BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.%WHERE THE SITE CONDITIONS DEVIATE FROM THE PED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,84SM ON THIS RED.,PROVIOED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ((a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ) OBTAIN PERMITS IN THE STATE OF FLORIDA RESPOVSIBLESITE �FOR THFIC EUPROPEECTS RUSEUS OF THE BE PED.ENGINEER BY A DOF RECO�EDACTING SGINEER DELEGATED ENGINHITECT NEERCH NTO THE P.EO.ENGINBECOME IIHE EER$HALL SUBMIT ER OF RECORDTO TFGIS`LATTER THE SITE SPECIFIC DRAWINGSFOR REVIEW. (e)ORIGINAL IRS D.SHALL 13FAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1, FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY,INC. ,v,, V G\Cf/��� /-�- A.S.S.A. BERT"A H -rM is A.S.S■A■ t�cE#1 WiOR Shutter System y .} �.y� H.v.131ADE/p1 w/oR wJo Kv.YAi�N BtAoe TJ Ame icon Shutter Systems IEV.N, DESMFRIXt DATE DRAWN 8Y: WL TILLIT TESTING & ENGINEERING COMPANY C3�•. �. TF OF '�*' sass N.W.36th.SL,S%.Sae.VIRGINIA GARDENS,FLORIDA 331 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)(171-MO.Fox:(305)671-15314268 Westroods (}rive 2 DRAWING NO n C�{ 0c-mo9:4TtacoOON.eom West Palm Beach, FL 33407 s ^48� ONA`IL•4,y�,\\\\�~ WALTER A LLfi'i Jr.P.E. N rpE. S/IAL '�1fE4RE/DATE FLORIDA Uo.1 44167 e SHEET' i 0F 20 FOR ft"MADE 1.491' mox. .09 4.371 75, 1 HV SOLID BLADE (�)HV UNINERSAL MAUR COVE 5458179 QUALIFIED FOR USE W/ HV BLADE(D 4 HV DIRE HV BLADE (! ) HY WINPM SLAB 6005-T5 ALLOY AND TEMPER UALIFIED FOR U E W 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-To ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 3.226' I.Soe 085' 3.556" 670* z V 2 84 4,697' zls* .092, 4,436' 3 0.972. 0.07• Z7 � 12 QUALIFIED ADAPTER USE�Wl HV TRACK �920 I QR TRACK QUALIFIED FOR U W/ W (�)HV TRENCH TRACK I (�)HV ADJ. 0 6063-T6 ALLOY AND TEMPER BLADE I I QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W 6063-T6 ALLOY If, TEMPER BLADE(D ONLY. HV RAINGUARD 6063-Tr.ALLOY ANY TEMPER QUALIFIED FOR U5E W/HV BLADE W Mu. I 6063-T6 ALLOY A D TEMPER VARIES 1.91 VAPoES 6063-T6 ALLOY AND TEMPER 3' Ow De k1k 17-91 .81 . . -09y 0 670 0.-, k1j. 1 1.606- 670 3 52W 670 IbT�111AQE (p HV HEADER15ILL I.Fsqq' FIED F( HD COUNG READERal C't'�] VARIES 00 T ZI..1 A TE�MPER IV BLADE I W BLADE ME 0' 1-1V BLADE(l)ONLY, 6063-T6 ALLO AND TEMPER QUALIFIED FOR USEBLADE(D SEE SECTIONS FOR VAUDITY7 QUALJ )R USE W (DONLY SEE SECTIONS FOR VALIDITY. ftlFD�IOUSE W�11 � 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER x Y t 2* 2' 0.125' I- �0,062-1 2- 5-MAX. 1/8- 1/8' 31 0.090" COMPONENT A a T1 TZ @ 2* 5'MAX. SIDE ANGLE 0.192" 0.192" 0 a )STS QUALIFIED FOR USE W/ W ALUMINUM AN18 2.5' 7'MM. 0.190' 0.190" 10"AUFIED FOR USE W/ HV BLADE(D - QUALIFIED FO-k USE W/ HV I I — BLADE T 6063-T6 ALLOY AND TEMPER BLADE U1 ONLY. 2' S'MAX.MO. 0.13S"10.1311' 6063-TO ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocit Hurricane Zone: 0 2015 EASTERN METAL SUPPLY, wc. BERTHA HVTm 11L 0 IEC A.S. Accordion Shutter System KV.aXE#1 W1 OR W/O KV.WINDOW MfiX American TILUT TESTING & ENGINEERING COMPANY butter Systems tiv.w DESCRFROM DATEDRAWN SY. 1A.L. N.W.36th St.Sto.=.MRGM GAMS,n.0111DA 3316 A I OLD 11-192 4/13/15 DATE- 4/13/15 Phony: 871 530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No ._fl:wtec0000lmom West Palm Beach, FL 33407 3 ER-A. LUOW67T19J,PZ 4 15-085 TI FLORIDA 1.1c.P 44167 S SHEET P.E. lyk"" KWALTER/DATE,_ 2 OE 20 4.660' Stg0• . O 4•-e m !L -10 '-20 GST 4576' 1 'A` nrA NWIDO I1/4'20 745` 3 S.Y.sr BN£0 PXNED £Gl4T (2 7wJ HOUSING ENAMM "u1 a..PAIMm arts TURN q "o at MOB. .052" 1-'%i• $ 0 c5 m n w 5' P -.-I g m &LASS NDER �v M (CFE (ME FIRED) 21 H_V GENTERRM TIDE s. �o. m i� NV LO HV EGRESS LOCK OU FOR USE Wj HV GLAD ®ONLY 4F2) HV FLOATING !Q ACIFI 6• 3' 67• ED 0 W/ HV QUAUFIED OR USE W/ HV 606- TEMPER QUAUFlED FOR USE Wj HV BLADE 1 & 1 ONLY a- BLAD ONLY. BLADE & ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250'00. "518,- ' z- 2 874' 6063-T6 ALLOY AND TEMPER PLASTIC NEAP 18' 1.7 6' 922• 4.045' 2• MOLDED TO 2.07' 1.753" SCREW •r .360'AFTER RIVETING 051 BORE 1/A 0--205x3/4" tIext"ii 20GRIVNUT* " S, THUI�BCREW � io *SERIFS 9444 ALUMINUM(2024-13 ALLOY)LARGE FLANGE THIN a1- vF a, a. 2z• sxtET NU1sFm,PART/0820•AS M�ut6E',wTUR+:D BY Am£L. • CFff.RRY W".PAR9PPOW,NEW JERSEY 07054 OR EQU4L "N FRONT ELEVATION ,. s- t, HY TERNA IME LOCK 2 LOCKER FOR "T" LOCK GENTERMATE to FOR USE W/ HV BLADE 1 ONLY ® Hy FEMALE j" LOCK CENTER MATE HV "T LOOK QUALIMED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1@ONLY 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE Wj W BLADE ONLY QUALIFIED FOR USE BLADE i ONLY. 6063-�T6 ALLOY AND TEMPERR'' W/)iV 8[ADEQONLY. 6063-T6 ALLOY AND TEMPER 1.917 9 3.161 CRMDER OR .063' .214• .083 .62" '� MGtF3NbfR .214" m v o *.V " 0. 'Min. .12 IIOO 1 .125"Max. QUAUFlED FOR USE W/ NV BLADE 1 & A QUALIFIED FpR USE W/ HV BLADE 1 & 1A0 IUU1I O 6063-T6 ALLOY AND TEMPER S INSFRT 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(g&& i8 VAPIR4 12•MIN. A t/4 0-20 s.S 0R 3/6•s-te 6083-76 ALLOY NO TEMPER *CORKEY B"N ACETAL THUMBSCREWS, (DEE DEWS) O0 _ 315• DER 1.78 Max. LOCKING RODA 1/4.0 375'0 HD LOCK QUALIFIED FOR HV BLADE Qt s z/ n�._16 AC AL HY 1,�•" ¢+-20 AISI WA 6Y REGINF NAROWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER UM EWS � SERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADE tO& Q DRILLED ATTION TRACKSFOR PROPER ELL REQUIRE A MBEDMENT QU 16' HOLE �F tf��- EG) QUALIFIED FOR USE W/ HV BLADE TQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone i /� ®2015 EASTERN MEfAl.SUPPLY,INC. �\C,ENSfi BERTHA HV TM E� > A■ ■ ■�►■ ,,AcccBLADE ordio�n Shutter Sysoem '• 1 ;`W TILLIT TESTING & ENGINEERING COMPANY Amorican Sh6Jf1®P S ems .N Q£s ?WH DATE oRAWm SIT: M.L S Association, Inc. 1 OLD 11-192 4/13/15 DA1a d15 o'•, n4 ;' �� 0195 N.W.]:h.SL.Ste.TPS.�.Fax:(MS).1-FLO153IDA JJ76 s .L.... — PNa e:(3os}671-1530.Fax:(3Gs)671-t6a1 t Pal W Beach. Drive 3 DRAWING No F�:•••,.....••tLC�� e-mNl:Nlteco0ad.wm West palm Beach, FL 33407 s 0NA �a��`�� WALTEEB-0006719,.P.E. 15-085 P.E. SEALfSIGNATURE/DATE FLORIDADa.0 44167 a SHEET OF 2 IW ASSEMBLY SCHEDULE FOR I HV (1-1HV A3/a"° 41 12 TO ISLADE PC£ 825' Q HV BLADE 1 40 3 GE to Ie75"itHV WINDOW elADE .06 .0625628- W BLADE 1A HV LONC RECESSED NYLON BUSHING M KNUCKLE 0825 878'3 0.06 HV SHORT RECESSED NYLON BUSHING R1.7 HV NYLON HAT WASHER O OR X79 -1 ILAT B RtK/N t � 3 50' in 4� HV WHEEL CARRIAGE AISi 302-303 SERIES N I 4 '' d ro /v2. 50' X 0.870"x3/16"THICK NYLON WHEEL 3 a 2 7/6'MW try WINDOW CLEAR 0.188"0 AiSI 302 SERIES S.S. RIVETS 315'0 SEPARATION BETWEEN -��2 .0625• 3.7500" lY'1 HV 1 3j4"ACCORDION PIN Wj #8 HEAD * EXTERIOR LL 4 OPENINGS ON C 3T£RS `{-""" 7r . HV 2 3/4"ACCORDION PIN W/ #8 HEAD * 41 .47Ei" o " 2 1/4 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW 6�MN TYPICAL V WINDOW BLADE �I lA AND I 3 POLYCAA BONATE HV WINDOW DETAIL O OR 0 � �q 4 or @ N.T.S. CEJ pEaulaeNENlo� (DOR ([� *�QLYCARBONATE IMPACT RI SISM HV WINDOW I ' BAYER MAKROLON 3103 POLYCARBONATE * I RESINS, UV-STABILIZED GRADE OR SABIC Uy PIN PEOUIREME AT EXTERIOR-BLADE KNUCKIE FOR 1TO MIBLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN s ! I Q OR I (SEE NOTE "F" ON SHEET 19). w(190 I (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR a8 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR POLYCARBONATE SOURCES FOR HV (a BLADE. J� SHUTTER ASSEN LY ormaw TYPICAL enOPERnEs srAlaMsm HV PIN C:1 OR AT Rfff1'J:" (2) HV PIN MAY BE USED IN LIEU OF ®AND ONLY AT E. IOR BLADE'S KNUCKLE. ! EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 00.324' (SEE NOTE CK-- '.R ASM�� D0a3 s/' ° R/x BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. Q ,. 0 3 REQUIREMENTS) lusat TOME uaD SIR94M Asea Date9.400 DJ. 9,500 P.aL H77NML STICOU II a YIELD ASTM 0790 12,590 P.4' 13.400 p.L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S-S'. WASHER q ° n>109w.MODLW9 Am D700 30.080 P.sa. MAW P.Wt, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� e I srw9 SHEET wMaw 00 ASTM Dsn9 16 r7-l'. 17 rr-e! eMSRY Smom DASTM 02913 473 Ir 64.6 x MAX AS5ELM UT LUT PA7s OF 90va+0 Am o- AM 0-1 CLW t CUSS i..5. 5E17 R:fiOeo6 AT1Y 01929 tow'F 9907 ASIM 0165 TER$"SIMORt AM eFAi OMM ASTM 61593M P.J. am P.L nHY BLADE SOLID�AHV WINDOW BLADE DETAILS ,NSU�00"MWFA71Etm0 ASTM 038 64@1 Pa,. 9988 RaL N.T.S. FLORIDA BUILDING CODE Non High I Velocity hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ;A 1GEN A TM'— 1 =~' 11 L I E C O'17e AccordionShutter System H.V.BLADE#1 W/ORoR W/0 KV.w1NDUW BLADE Amertoan Shaffer Systems DESCRIPTION DATE DRAWN En: M1. TILLIT TESTING & ENGINEERING COMPANY AS90C1OfiOn, Inc. 1 OLD 11-192 4 13/15 MTE 4 13/15 30.O ATF OF 63sn xw.3fr h w s1>30s,v6DiwA�umENs,r1OxmA 3316 ,rF� .. RlD1* . 'c4w�: Phone:(305)%71E880�066T F. :(305)071-1531 t Pol W Beoc ds Drive 2 DRAWING No 0 ,-m@n:Dita�PooPLwm West Palm Beoch, FL 33407 s s/ONA L ENGL �NK� WALTER A TILT 4,P.E. 4 15—U85 P.E. 96W6si�1(URE/DATE FLORIDA Lk./44167 5 SHEET 6 4 OF 20 CKS AND A 6 C 0 EY•�a Y H S T U � CENTERMATES: \ 1. ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSi TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACH®To OR CENTEFiMATES W/{2) 1/4.0-2 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPtCAi SHUTTER ELEVAITON. 2-QQ[t 1 DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV 18�l� LOCKS OR�AY E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMAT75 at ,,,„_„,,,. OR SHAH BE AS WDI ON NOTE(1)ABOVE '�" LOCATION OF LOCKS S BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _47H ` 2, R MUD ONLY WHEN ftpM= #I OR UMITM MANDATORY ODNOMM LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,BUT MAY �) a 5696 oa9O-IV �y E USF1l tF D iftfD TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS gj OR AN ALTERNATIVE DEVICE 11 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE W LOCK I.r�'� S BE USED AT CORNER CENTERMATES FOR ANY SPAN - o ANO NSTALLATIONS AT ANY ELEVATION. HV LOCK V SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO a CORNER CENTERMATL WJ{2} 114 9x-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS $ H� AT TOP& BOT OM SHALL BE USED, L TION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHti)'iER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1,2. o '� b S. 1i>w 9 ONE ALTERNATE MY LOCK MAY BE USED IN LIEU OF HV LOCK pr FOR ANY SPAN AND IN TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF i/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR Ig CENTERMATE5 SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. H� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 8. WNLL►TORY COHDRION..�,P1]it IrF.VSfONE H01NTINGfA•f U10PL4 ONE HV LOCK®or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 4F SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/0 CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J K L Y P p K V W X SHEETS 10& IS HT. FULL H OF CORNER *NOTES ON HV "I! LOCKS AND CENTERMATES: mp wFJTx— CENTERMATE 1• ONE ALTERNATE HV 'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 0R FOR ANY SPAN ANO �'A� ®+ 70°6® jQ ! STALLATlON AT ANY ELEVATION.A1. TE LOCK(iQ,tMY BE USED AS AN INSIDE OR WIDE LOCK.ATTACHMENT OF LOCK®INCLUDES US)NG RL3NFORCING LOC AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4"0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' W1NCNUT DR W 1/4'0-20x1"SS.M.S. INTO A 1/4'0x 5/8'RVNUT.LOCK MAY BE wsw. w AT MIOSPAN OR 12' + + aR 6 + y+ oR MAXIMUM ABOV@ AND BELOW MIDSPAN.USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. @ OR *NOTES QN Ho IIa 1.1® w/H0 cEYTE@M1—N OR +1�: ONE ALTERNATE HO LOCK&MAYBE USED IN LOU OF TYPICAL (f) HV BLADE SHUTTER ELEVATION. HV LOCKS V OR W FOR ANY SPAN AND INSTAUATTONS AT ANY 11 VATION.ALTERNATE HD LOCK�MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3/8 x 3/e'F.H. SS.MS.,AND INCLUDES N•T S• REINFORCHMENT INSERT AS SHOWN ON SECTIONS HUB-"VB AND HDC-HVC,SHEET t0.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS I@ IS COMPLETQ.Y OPRONAL. FLORIDA BUILDI CODE on i fielocit urricpne one 0 2Ot5 EASTERN METAL SUPPLY,INC. ,����•'\,\CENSE'•;�9';. K�1. B RT HVTM �11LIECO ;wC. A.SN*wAw Accordion Shutter System • = xv BLADE>�w/at w/o kv ll9N3tAN BADE American Shutter Systems MY.w OCSCR,PHox DATE DRAWN BY. M.L TIL LIT TESTING & ENGINEERING COMPANY -0:• Association, Inc. 1 OLD 11-192 4/13/15 DAM 4/t3/is STATE OF ;'¢•w 6356 N.W.36tg,9t.,Sl+.305.'ARg61lA wprx6,R.aagn 331 Ph..:(305)671-153D.F0.:(305)8.71-1531 4268 Westroads Drive 2 DRAWING Na "����� • Rt ;.� o-maffitl�..Cut.com West Palm Beach, FL 33407 s r1p 5719 "' 'Sl'••••.•V��,aWALTER A DLUR Jr.RE. 4 15-085 '7jJ7�NAi LLga` FLORIDA Uc.P 44167 g SHEET P.E. 47tC 8110"RE/DATE 6 5 0 20 ONCRETE ANCHOR$ - POURED CONCRETE POURED {3EE_3CHEDULE ON OR CONCRETE BLOCK POURED CONCREtE STTEEr 13) REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REOUIREb CONCRETE ANCHORS MACHINE SCREWS REQUIRED TOR (SEE SCHEDULE ON W/1/4'•-20 CONCRETE ANCHORS 17 18 oNE(SEE UOUNnRasON SHEET 7) SHEET 13) NlJTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' r" Min. 1 f4 oR�4 _ Ed Q AWICHINE SCi2k1Y5NVT5 E Q 2' -- - O 12'O.C. E p 4 f2. 250'Max. - f 3 DR 5 13 DR 15 250 0 I .250"Mox. D.4 I Max. \ _ I I OPTIONAL11 1 I I `-PTIDNAL MIR.to ism !"1im�HN am 1 OR �O EXISTING s MIN.SEPARATION TO GLASS 1 EIRSRNG l <Da� 3 1 j MIN.SEPARATION TO CLASS ( 1 CLASS'-{SEE SCHEDULE ON SHEET il) GL/SS•—i '`(SEE SCHEDULE ON SHEET 11) EXISTING 1 1 A (y WALL HEADE{i1NSTAl1.ATl0 Gas$—, Q BY .MALL HEADER INSTALLATION NV WALL HEADER INSTAllJ1TI0 I + KEYSTONE I i MIN.SWARATION TO GLASS tXISiTNG i (SEE SCHEDULE ON SHEET 11)-- G ED SENJAWN C i 1 1 OR ®O MIN.SEPARATION TO GLASS F41'3 1 OUSTING GLASS I.-1�1 B EV E mNO i (SEE SCHEDULE ON SHEET i t) i ON S M 19 rat i OPTIONAL i I StAOLz07lQ� IXISmNG I i CLA35-- ,D• i/4'Max.oPnoNALICE E11R� - 1'. 12OR® _1/4'0-20x3/4'S.S. Mtn £Q— EO PH"N TRUSS HEAD TRLIS'20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHOR$ TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1 1$ 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NM O 12'O.C. POURED CONCRETE ( OR CONCRETE BLOCK SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK NGREIE ANCHORS REQUIRED WALL REQUIRED a HV WALL SILL INSIA(,I-dTiON (SEE scHEDULE dN l /H WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WAIL. SILL—INSTALLATION A � A rA.Ny SCCINSTALLATIONDETAILS WI EET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ♦ SEE t1M A710NS OF USE FORHV BLADE (SEE SPECIFICATIONS ON SHEEP 13) BLADE ON SHEET 18 NG SECTIONS CAN BE COMBINED 10 TO SUR ANT'INSTAI.IAITON. 11Hau FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 7,015 EE++AS®TERN METAL SUPPLY,INC. THA Tm Vl� s`� ���� -�--- Accordion Shutter System - i 1 i„ E C PJ 0,c. i i i i RV aADE#1 W1 OR W10 KV.WINIM RADE Amerfean 'Splutter Systems IEV.M DESCRIPTION DATE DRAWN at., M.L a `S AT OF S TIWT TESTING & ENGINEERING COMPANY {µggcGlafpOn. Inc. 1 OLD n-i sz 4 13IL5 DAre 4/f3/15 9'•, 9333 N.W, 'In.SI.,Ste.=,VL,%M GARDENS.FLORIDA 3316 � ' Pntno:(303)871-1530.Fox:(305)871-1531 4288 Westroads Drive 2 DRAWING No a-mm®UI�80o.1— West Palm Beach, FL 33407 5 15-085 WALTER A TILL"'Jr.P.E. 4 P.E. SEAl1��UtNATUREfDATE FLORIDA ut.A 441x7 6 SHEET0F 20 POURED CONCRETE ANCHORS i Mt+ss'AAna• CONCRETE —(SEE SCHEDULE ON SHEET 13) I Tn LESS(S¢ r Stplrtmai 1 � , 1 OR EXIST NC I 1 "(Sm ON y REQUIRED EDGE OF 11 FOR%"(DAM � GIAn"'I ,�.;,�� t � I Sim it) 3 B IF DN sw,D m ' ro ausm 9 .D. AppLJ06lLE EXISTGLASING ALTERNATE i' i' i i 1 i EXISTING ' ANCHOR 1 ' GLAS ' i LOCATION I 1 JFOx3/4"HEX WASHER HEAD , 11 OR 13 OR 15 s/a um. TEL(SCREWS U 12'D.C. EDGE OF e , 3/8 MIN. CONCRETE ANCHORS $ SLAB IF (SEE SCHEDULE ON SHEET 13) ' APPUCABU: i J OF EXISTING I " i 1 EDGE OFW/, ' ii' SLABS F CLASS•—«( Su's IF1/2 1 EDGE OF APPLICABLE D. O• SLAB IF i MN s www APPUCABLE APPLICABLE POUREDPOURED FIAT HEAP CONCRETE ANCHORS CONCRETE 'D4 CONCRETE (SEE SCHEDULE ON SHEET 14) BLE a S EAT a s+,a r�aRD 1 OR ��CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REG-----E. : aA0E5lDA® REQUIREA E.D. 0. (SEE SCHEDULE ON SHEET 74} @•TRENCH INSTALLATION VALID ONLY FOR UP TO+70,-75 PSI=A.S.D. (F� �}( FLOO $TALLATION ( HV WALK—OVER INSTALLATION DESIGNPRESSURERESSU��TING&FOR SPANS PER 11 V HV CEILING, INSTALLATION DMNG CONCRETE SCHEDULE ON ro VASS o a" sawAur— Q sHEE GN 1/470 DW uLOFx to".W/ 'Ca sari,•t I O saTDi j C;_dl i1 ' 1sRNo1Fzte+X OR 1/4•e 10*MwEXGLASS CLASS GtASf-• ANa1RS W/GLASS i"0,0.Fo SPANS LARGER I" 1/4` W-W1 SULW AT T01}tbi'FASZENER FFAD r i MAX. (M. SLEET 1 9 i O.r WASHER HET( E. • ._,.._...J.M X. 9 3 OR 15 WASHER HEAD caNr.sTA•arr NrnE�uAED3KNS 3 1 p NiN. TEK SCREW B+ r"(" 4T2`O.C. $ ,i r ;...,••., Yn jt4x3/4' HEX HEAD i 1 $� I :. +''.,,.•. 1/4'5-2W/4-SS us TEK SCREWS 0 9'OZ. - -- � 014x3/4`S.O.S. _ '-- 1 � "'-t • / OR I.11eo-20 S.S.M.S. i CONCRETE ANCHORS ^ 1 - - $ + 7 7t O 9"0.C. 1 __ _ Mw, ;. ;:. •;.�:.: ry a 12'O.C. �2O NU15 W NUr Q 9'O.C. i (SEE SCHEDULE ON / ! SHEET 74j •�• •• .• `1 EM6TWG NON STRUCIUPAL -- ----'•- 17 l/ 1/2` t' L@_@ 2.0D' Alia.,k Writ THU(OMPATNE 'iI I SLAB F 14x3 4'F.H.S.R.S. t.-• E.Oi ui SILL) 7 5' 1 '7/8 APPLICABLE -CONCRETE ANCHORS SEE NOTE 13(b) 8 9'A.C. 'a 1'' COFICRE•E .0 POURED CONCRETE (SFE SCHEDULE ON ON SHEET SEE NOTE 13(b)POURED j?, ,.••^�4 �` +' OCONCRETE ON SHET:T t R CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK REQUIRED 0 KEYSTONE MouN7iNc INSTALLATION oPnoNAI POURED Q HV WALL_FLOOR INSTA TION © HV WALL WALK-OVER INSTALLATION WX"`"A ASD DESIGN 8,_O, *"-72 pacoNCR£( MAMMUM TiM.D seat R= REQUIRED Q HV RAINGUARO INSTALLATION tt THIS INSTALLATION SHALL BE xOBL: (RM FOR COMB)NARON OF SECTIONS: REMOVABLE WHEN PERFORMED E.0.=EDGE DISTANCE AD,IpC�TO AN OPERABLE EXIT SEE tiM AYIQNS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE Sp ON SHEEP 13) OR ENTRANCE BLADEON SHEEP 19 ASSEMBLY QA INSTALLATION DETAILS W.^,/ Q NV BLADE .. _._... 2-MSECTIONS CAN BE COMBINED 1N Myy WAY WAY T Ta 9U•i ANY INBTAUARDN. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2015 EASTERN!METAL SUPPLY.INC. IW ? BERTHAH TM 1! EC O1... iAccordon Shutter Sy stemA ■ 7�S■A� KV / OR w/0 acv WNBOW BLADE W= Ama9rican Shutter Systoms OEscmPnDN DATE DPAWN Err: M.L. TILUT TESTING & ENGINEERING COMPANY o STATE OF �.= SDS N.W.30 h.S.,Sle.703.VRgNN GARDENS,0.0RM 171 Association, Inc. 1 OLD 11-19z 4/13jt5 wT 4/,3/15 (305)971-1530.Fox:(3Ds)B71-•s3t 4268 Wes#roads Drive 2 DRAWING No %yfcF ,• ����`��.` ­61: 19 West Patric Beach, FL 33407 3 (SlONA�EILMIMP` WALTER A T1uD ar.P.E. 15-085 P.E. S&y8leNAT(URE/DATE FLORIDA u�. 441U7 s SH�Ef OF 20 SEE END WALL LTS 10 & 113 DS INSTALLATIONS W/ 1 HV SEE NOTES AT LOOKING VLOC RE4�),ON HET LOCKS OUT 90 IN /—Ex,STING GLASS a **AND ALTERNATE IAJ LOCK IS �SHEET 6. rlfJ/ BIAOE SLACK DETAIL FNF IS VALID FOR ALL BLADE W HV CENTERMATES -ORIEIMATES APPLICATION W1 BLADE© OR SEE END WALE CONNECTION EXISTING GLASS DETAILS ON SH I� `�✓+��✓��+��®+�, ---------------------- -----------------__--_---- -� z xzSc1/B'xO•-2 8 + 8 m 9+ �3 + 5 (�63r76 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W t2) 1/4'/TAPCON T/2• M @ TO CONCRETE CENTERMATES CENTERMATES MIN.SEPARATION (roP/raoTrola) flo..3de S.M.s.® 1z ��� HV LO— CK or R5) �y� (4}�,Ox7fz•S.M.S.W TOBL• I 4G.full LENGHT. ITV Q_ —CK— (SEE p �y TO GLASS (SEE SCHEDULE AT EACH ANGLE(TYP) T k z ON SHEET 11) 5 * 35* I N J J + 3z• @-a-®+( e b) 10+©. HVB oUT �aHVQ HVA EXISTING GUt.^s5 ©+O7 fREQ�UEMDPOURED CONCRETE OR CONCRETE BLOCK I 5= 8 M l °" SYMMETRICAL — * —— s • 7 + - g + 7 + ISTING `C.J ._ GLA55 (' MIN.SEPARATION 8 + 8 eB 9+ a" 5 DG55iN CE TER L 6 I N /��t ,i��'a�� �/a�J To cuss 5 GLASS b 1 w C * GPT,GNAL a• + /�,+ (SEE SCHEDULE + * INTT721RR) Q•®may +�°ft�._/*� ON SHEET 11) MIN 5 T10N f/4.I w TR GLASS C.% (SEE H EOUL£ I N (INTERNAL -� ON SH T,1) (INTERIOR) //��'t _.—__._____—_ _.—___ _ —..—_—__..__ i!V T CONCRETE '�}-- ANCHORS 0 16.D.C. i 77 OUT ¢ 1/z•MAX.sU1cK O O 1 (EXTERIOR) H V E H V F** HVD FLORIDA BUILDING CODE Ion High Velocity Hurricane Zono �Y�tg11iH111111111� 02015 EASTERN METAL SUPPLY.INC. A:TBERTHAI(..jT HVTM �� EC O ���� Accordion Shutter System :. H,u m.AOE#i w/CR w/o H.0 wlcDow MADE ~ TICCIT TESTING &ENGINEERING COMPANY American Shutter SystemsEy, Dp1p11OK DATE oRAwN 13Y.- W.L.*'. AssoclOtlon. Inc. 1 OLD 11-192 i/13fiS DATE: 4/13/15 STATE OP 3 z 6366 N^3s ti.n,sw J03,wm Kw culoD+s.TLAADA=M Phone:(aoss)et1-,s3o.fnz:(305)87l-1531 4268 Westroods Drive x DRAWING No Ft0F1o�' '����� o- 61.UltM-O�co01B— West Palm Beach, FL 33407 3 1 5_O86 WALTER A TRJr.P.E. �� � OT F ORDA uc.p 44167 5 SHEET P.E. fi1 I�eFc1AE/DATE, 0 8 QF 20 ALTERNATE INSTALLATION W/HV 'T' O%Q 0 WH:V MALE/FEMALE -T- LOCKS CENTEN 3 9 . 9, L,O KERS (2h W/(1) HV BLADE SIX EMB CONNEOM WWLS ON SHEM 10 & IN INSTALLATION (j) EIV BLADE =00 T F-I N--j *MADE(1)MACK OETA&NW,NWATM ON SfW 0, Wj HQ AS WELL AS UNNVra FWATWO OW)ECOVElft HOP-NV D. ON SHEEr.vAy OF USED WrrH Tl RNALtANV 0EArL ING glowN IN 7M,SHEEr. ALL CMNECTION H" END V JEFS 10 T� To ALL ANIGME r 2)liro= I I (0mom) 14 crop/Bamko j ——————————————————————————————————————————————————— (4)11mi/e UN A M TUEE 110%SMS.0 12 • Ar Ev" cnp) FVLL LAMMFI—N ] (4)H.V. ,w R. 5 30 VHV; PIRG(".) z 7 Ve Pus(nMP4 LO (INSIDE) 1t I A 2w 11 —-—- ------------- - --—--- Sir Fou--T31 OR 32 2 31 oR 35 31 1 7]@ WINGNUT. HDC-HVC SEE NWE 6 FOR HV2 1 (omow) W�4" 0-20 x 1 1/2- S.S.M.S. L 7/8"0 x 3/32 (w--)HDB--HVB Fo—u-T] -I-LOCK,ON SHEEr SiS (gHV "T- LOCK (OUTSIDE) 51ML.HD CENTERMATES SYMMETRICAL HD CENTERMAM LOCK (EXTERIOR) W/Q1 LOCK (INTERIOR) t Smis 9"4 ALU (2024-T3 NI"LANE FLq+GE THIN o.0. SHEET NUTSERT,FARr 10020, to ASEMANUFACTURED BY"Do.CROW TWWRI PAM Wp[W-NEW JERSEY 07034 OR RVAL —----—-—-—-—-—- SM RMTS 04 LDOX9 WO(2 S T90 LOCO ON'ABET 3 MCMISAL n.a WO MAMO MUL 19P,41V1 IS FOR X CWEfeatES AppucAwa W a-vt(D HDD-HVD FLOATING STACK FLORIDA BUILDING CODE Ikon High Velocity Hurricane Zone 0 2016 USIERN METAL suPPLY,wc. BERTHA HVTM Accordion Shutter System 11L 1E C 0 ivic. A.S.S.A. RV MADE J1 W/OR W10 KV.WIMM RADE k- American Shutter Systems Mv.F. DESCRUIT" DATE DRAWN By. 4L1,. TILUT TESTING & ENGINEERING COMPANY TATE OF S 633 N.W.361h.St.M 305,VIMMk CARMS,nORVA M16( Association, Inc. I OLD 11-192, E21 DATE 4/1-15 $71-1530 Fa. (305)871-1531 4268 Westroads Drive 2 Ph— West Palm Beach, FL 33407 3 DRAWING No 15-08....... 03- 8719 'k- ONALi kT..010VILW Jr.P.E FLORIDA U..1 44 1 07 5 SHEET 9 OF 20 P.E.-'; ��""REAATE POURED OURCONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE _ OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED GLASS EXISTING GLASS NG GLASS _{) 2'MIN CONCR ANCHO 6XISRNC GLASS 7� �{ ® 16'O.C. _ LAN.SEPARAnON _-T - - 1• _) 2 MIN. - TO GLASS(SEE MR S WAAAMON jPA MIN,SE1.011 70 CLASS(SFE IAN.SEPARATION E EQ 10 GtA55(SEE it FOR 10 GLASS(SEE SCFIET M fNJ SHEEP 1/16'x3'MAX, ON SHEET i9 FOR i S1 FOR CHEDULE ON ADE�„^ ZA 1 ♦a aV It FOR ffiNfE QJNO (6063-T6)CONT. MP1fF5O&QA 1 FOR BLADE(DANI) ON SHEET i9 FOR 1/2' t/2' ON SHEET 19 FOR ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT 1 LaAnF w&(9) PLATE.WCATE 1/x 1 aADFsstDk p{ 6IADEs(D&Q9 FlTNER -1 AT ETOL SLOE MIN I I ' OF ( 4 USE 1'OR 2'MAX. i/2'MIN. - 2 �i0xf/z"s.Ms, { _�_ (As APPUCABLE)x2•x1/8'x0'-2' pox}/z"S.M.S. ___ _ 0 16"O.C. ALUMINUM CUP ANGLE 1 16"O.C. — _—�- - 4 (6063-TO ALLOY)AT MIDHEIGHT (1)#10x1/2'S.M.S.TO®& 4 ` (2)1/4'0 TAPCONS ANCHORS TO rj SEE DETAIL X FO WAO.AT 1.O.C.{LOCATE AT SIDE CONNECTION OR (� EITHER SIDE OF 1 OR OR SEE DETAIL x FOR OR TO TRACKS SEE DETaL x Fo «®mo ®« a� o o ®« SIDE CONNECTION 8. 7■6 i SIDE CONNECTION m m 6• 7«6 0 « «6 7-8-6-6- TO TRACKS ma,67«B *�« 02-0-0-0.0- TO TRACiSS ©•0.04)•0`0« Q`C7�•Q�Jm©•O`er« m©ao•O>® 6•Q•Q«©•�•®« O•®«® Q�«®•�«p`�A ® ®«Q d «�d�« A END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONN�CTaON DETAIL END CQNNECTION DETAIL2 d.ftLTi01RL11 ONLY FOR SPANS GREATER THAN 12•-0" POURED CONCRETE OR EXISTING EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED ----..._------` _7 MIR SEPAPAV 1 1/2"S.M. �y _ 10 CLASS(SEE g 6 16" .C. MN.SUARAZON S �.L�,-.-_.._.-_._-` - --- II FUFURSCHEDU�8tADE�D CONIC ETE 1/2'MIN. SCHEDIAE SEE ONON SHEET TO GLASS(SHEET _ ________ OR S OR j�OR ON 9ffET 19 FOR ANCHOR a 11 FOR RACE�N.+D ¢SEE _ -- --- - - -~-- �OR��ORt� CONCRETE eIADFs O&QA 12' O.C. MAGes�&FOR --- ---- OR@ ANCHOR 0 16' } x"MIN. o.G _ 4 -- - ---- EQ 6 OR 2•MIN. 2"MIN. SEE LtM ATIONS OF USE FOR ����� y BLADE 80N SHEETS 1 ORQOR(qOR0OR( �VIEW 5 1 OR ®' PLAN �L __�� OR � o•V«©"'l'J"L3' �m�m 6 7 w 8 0• m POURED CONCRETE OR m «8 n CONCRETE BLOCK WAl1 10•®«�•�'mQ•®« ©]REQUIRED •7p m.®«©Uj •�« HV BLADE OR 16 HV WIND BLADE INTO CON OR CONCRETE BLOCK WALL. END CONNECTION DETAIL� OO•®«Q� ®«� ©«�END CONNECTION DETAIL(g)6 � '�'� FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ����•4'�E�A:Tl((%!'��.� zols EASTERN METAL SUPPLY.INC. ' BERTHA HVTM ��ii�I �A■ --� fT L E G a 1mG Accordion Shutter System T(LL1T TESTING bt ENGINEERING COMPANY ArnerlG6n Shatter Systems ".SePTION PATO DROWN BY: 6LL. STATE OF CC fins N.W.36 h.St.,Se.3D3,v tGOU GARDEN&RDIMA 331 AsSGClation, Inc. 1 OLD 11-192 4Jt3/15 DATE-. 4/13/15 Phono:(305)671-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No C Ofl � o-man:Ulteco®col.rnm West Palm Beach, FL 33407 3 EB-M/ONA��r;�.�� WALM A.TI°LUT Jr.19 P.E. 15-085 4 FLORIDA Uc.P 44167 5 SHEET P.E. At!�AtfURE/OATS 6 10 OF 20 SCHEDULE D LE #1 SCHEDULE 42 Cx^�FDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" r - (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION tPCEND �q �,$M[QES,0 & ar or )NSTALLATIONS W/ W CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK or ®or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK Wj•NO LOCKING RODS or ONE HV LOCK or or 4-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CF.NTERMATES & W/ ONE HV 'T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. 8, C, D, E, M, N, 0, P. 0, A.S.D,DESIGN PRESSURE RATING, LOCK W/TWO LOCKING RODS TOP & {SEE NOTES tit) ODS MOUNTING F, K & L R, S. & V. (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 801TOM SEE NOTES SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&W600 CONCRETE .MOUNTING & M UA MUM As.o ueslcr+ mDN GIVEN A PEISIRVE A.S.D. DESIGN PRESSURE RATING, M.&DFSKN PREVA E WALL MOUNTING nAOR/CEILING INStALAT10NS PLD WALL MOUNTING M.D.D.DESe DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. PATM RUM & RAlta FL�ICEXtNG MOUNTING GIVEN A NEGATIVE A5.D.DESIGN PRESSURE RATING, IWeJ.) MOUNTING (µrd.) FLOOR/CEIUNG MOUNTING �'••'') CYR {+Mt-} RD4R' ASL MOUNTING DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. L 4 {tt) L=IQ L+ L- L♦ ftL-(R) L+ D) L-R) �} MAXIMUM SHUTTER SPAN "L+"OR U`i.-'FOR 30 OR LES 46'-O` i6'-0' t6-0 i6'-O" 30 i6' O' 78'-0' 30 18'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE MTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10` 15'-2" 16'-O" 35 14'-10' 14`-10" 35 15'-2' 16'-10' SOS Ate•A.S.D.DESIGN PRESSURE RATING, h11dIM.UM DETERMINED SPAN BETWEEN -L+-AND 40 13'-10' 13'-70• 14'-2'. 15'-2' 46 t3'-70' 13'-10" 40 14'-2' 15•-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1• 13'-A" 14'-3' 45 13'-1' 13'-1 45 13'-4" 14'-3' t HV CORNER CENTERMATE$3 MAY 13E USED AT ALL COMBINATIONS IN BETWEEN WALL MbUNTiNGS 50 12'-5' 12'-5' 12'-8' 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS,LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE AS,D. DESIGN PRESSURE 11'-4' 1 V-7' 12'-4' > 60 i t'-4• 11'-4' 60 10'-r 10'-11' NOTE 05,SHEET 5. RATING: 65 10-1 1-11' 65 10'-10' 10'-10" 65 9'-5" 10'-1" DETERMINE: 70 10'-6' t0=6' 10'-9' 11'-5' 70 10'-6' 10-6' 70 8'-9` 9-4! L1+-MAX.SPAN FOR WNL MOUNTING INSTALLATIONS. 12+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-i' 10'-4' 11'-1' 75 10'-1" 10'-1• 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'T.+'OR INSTALLATIONS. 80 W-10' W-10• 10'-0' 10'-9" 80 9'-10' 9'-10' 'L-'AND MAXIMUM AS.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 91-6" 9'-s' 10'-3' 85 W-6` 9'-6° INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 W-3" 9'-3• 9'-S` 10'-1' 90 W-3' 9'^3• SHALL BE LIMITED AS FOLLOWS: DETERMME: 9'^O" 8'-9' 9-2' 9'-f0' 95 W-0" 8'-9' I- CONNECTIONS TO KEYSTONE MOUNTING Li­ MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W 100 -9" 8'-4' 9'-0' 9'-7" 100 B'-9• 8'-;• LIMITED TO +64,-72 p.s.t.AND 8'-0" SPAN, SEE L2-d MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTINGMt},ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' W-4" 105 8'-7" 7'-Il' 110 e'-4" 7'-7" 8'-7' W-2• 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'72" 7'-3' W-4' 8'-11' 115 8'-2' 7'-3• 1 SEPARATION M GLASS SCHEDULE MINIMUM BETWEEN 11+"."L2+•,'Li-*AND"L2-' 120 8'-0• W-11" 8'-2' B'-9' 120 B'-0' W-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0" 8'-5' 125 7'-10' 6'-8' �. ALLOWABLE SPAN AND NEGATIVE AS.D.DESIGN 130 7'^e" 6'-5" 7'-10' B'-1' 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'—s' 135 7'-7` 6'-2' WIND ZONE SPACING. 140 7'-5' 5'-11" 7'-7' 7'-6' 144 7'-5• 5'-11' ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'-S• 7'-3' 145 T.;r 6'-9" TO GLASS 150 7F__2'' S'-.7" 1 7'-4' 1 7'-0' 150 7'-2` W-7- 155 7•-0' W-V' 1 7'-2' 1 W-9' 155 7'-O' S'-6" 1 THRU 3 i» 160 W-IT" 5'-2" 7'-1' 1 8'-7' 160 W-11' 5'-2" 165 W-10' 5'-1" 7'-0' 6'-4' 165 6'-10" W-1' 170 W-9" 4'-11" 6'-11" W-2' 170 6'-9" 4'-11" 0'. 175 6'-7'75 8' 5'-TO' 180 6'^6•180 8- 4-9' e'-8' B LA D E 185W-5' 4-6' 6-7' 5'-8' 185 6-5" V-6' . V 190 6'-4' V-5' 6'-6' W-6" 190 6'-4" 41-5" 195 0'-3' 4'-3' 6'-5' 5'-5' 195 6'-3' 4'-3" 200 6'-2• 4'-2• 8'-+1' S'-3' 204 6'^24-2" 205 8'-1' 4'-1" 6'-3' 5'-r 205 6^-r 4'-r FLORIDA BUILDiNG CODE Hon High Velocity Hurricane Zone \\11LII111111N11/d/ 0 2015 EASTERN METAL'WPKY,,INC, BERTHA\`,.•� P.TACO j�t4y . �.t� H Y TM ■S. ■�� Accordion Shutter System 1 E C fl iltiC. RV.&ADE#1 W/OR W/O RV"WN!"RADE T1LUT TESTING & ENGINEERING COMPANX American Shutter Systems DENROMON DATE DRAWN BY:WJW.LG. *i 87II N.W.ABN,.5L,$ee.705,YIRDMN COMM,FLORIDA 3718 As8aatQtian. Inc. , OLD 1 t-192 4 13 15 DATE: 4/13/15 --- - Ph—:(343)871-1530.F":(345)871-1531 4268 Westroads Drive 2 DRAWING No "•,� E W @ —.9;G1lewticoLwro West Palm Beach, FL 33407 3 P,,�:•.FCORt�P.'\C1w WALTER TILUT Jr.P.E. 4 15--085 S ...•. RN FLORIDA Uc.p 44107 3 SHEET � f�►�1G N3�E/DATE 6 11 OF 20 :1.. :,IO ".. .12 0111 Ran 7#1 Wmemm,a 7,07M.117aPI :., 1 • .4 •III,10:IN :4•? 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Mx1.1'c=3 ke!) flµ ®8E![GORE PtaS4FE RAiOtG OESXM MWME P RGIN; 0E9tlf 14T1Jt1E'PRE,UW.RITIG J'-" D - 1/4"0 BLE T P CONCRETEPOINTS S ANCHORS W/CAP AS MANUFACTURED BY FLORIDAA OUO-SEr ANCHORS.AS DISTRIBUTED By ALL FASTENERS DIRECT,INC.((MLi.t'c TY -2 kW) t'c=3 Ret) 30 140 160 175 190 120 16012.05 .30 1401 W 75 BO 112011601205 30 1 40 80 78 190 112011601205 TAPCON -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT It SPECIALTY 4 2 0 0 8 8 4 12 10 9 8 8 6 14 72 8 8 8 6 $ TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCE14SM OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC- 14 TECHNOLOGY (Min.Vc-3 ksi 3'_0• 1{ 12 10 B B B 0 8 14 12 10 9 8 D 0 6 14 12 10 9 8 e 6 6 p11 POINTS SOLID-SET ) LM 14 2 10 9 8 8 6 8 14 12 10 0 8 8 a a 14 12 10 9 B B 8 5 1 12 DO 9 8 8 6 7 14 12 10 9 8 6 9 0 14 12 10 8 1 B 1 N 1B 8 BLUE TAP'W/CAP NOTES: 14 I2 10 9 8 7 d5 33 14 12 10. 9 B B 5 0 14 12 t0 0 B 6 6 5 TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCGN OR TAPCON WITH ADVANCED FRRFADFOR9 TECHNOLOGY ANCHORS AND TAPPER+ 4'-0" 14 i2 70 9 8 8 0 8 14 12 14 9 8 8 8 B 14 72 70 9 a B B $3 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4 12 to 9 6 s 5 4 t4 12 10 9 a 5 e 4A t4 12 to8 a e 4 16 A2)MINIMUM EMBEDMENT OF 1/4'9 x 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL st 7/8'INTO DHE POURED CONCRETE.NO EMBEDMENT 14 12 1 10 1 9 1 8 8 8 40 14 12 t0 0 .8 B 8 5.8 14 12 10 9 8 6 6 4A INTO STUCCO SHALL.BE PERMITTED.1/4.0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 14 72 10 9 7.3 s.$ 3.5 -- 14 12 10 9 8 8 8 8 t4 12 10 9 a 7 5.5 4 +s'7F AttOets OF GSE F09 t'MINIMUM FOR WALLS WITH NO STUCCO. 5.-O. 14 12 10 0 8 11 8 0 14 12 10 D 8 B B SA 14 12 10 9 0 8 8 43 amn-1-1 19 14 17 t0 a 8 7 4 - 14 12 1 t0 9 8 88 5 aS 14 12 10 8 &S 5 33 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE Pmas3 PAVERS OR ANY VENEER BE FOUND ON THE IDWNG WALL OR FLOOR, 14 12 10 1 0 1 8 17.5 4.5 - 14 12 110 9 B 8 B .4,5.14 12 10 9 8 6 4.5&75 ANCHORS SKAJ.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FIMS11E4.ANCHORAGE SHALL BE AS INDICATED ON 14 12 94 7A ea 4.a - ^ 14 12 t0 8 1 8 75 0,51 4 114 72 t0 9 a a 43 33 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITNOUr METAL STUDS CONSULT THIS ENGINEER.FOR t4 t2 10 0 a e D - t4 12 t0 0 1 8 a 8 1 8 114 t2 10 8 8 8.9•5 3,5 INSTALLATION INTO OPS WITH METAL STUDS SEE SHEET 20. 14 12 10 0 75 5.5 3 -• 14 12 to U'S 7 BA 4 J 14 12 8 6.5 55 4 3 - 14 12 10 e a 6 - - 14 12 10 p B Bs 5 75 14 12 10 8.5 B 5 4 - (6) TO EXISTING CONC RETE BLOCK:(ASTM C-90) 14 12 B d5 SS J - - 14 12 f0 p B 0.8 49 3.6 14 12 f0 8 7 e a8 J - 1J4'/TAPCON OR TAPCON WITH ADVANCED THREADfOIREA 7ECMNOLOGY ANCHORS,AS MARUF7M:n7RE0 BY I.T.W.BUiLOQ(. 7'-O` 14 22 t0 9 8 8 - t4 12 t0 9 8 7 3 4 24 12 10 B 7A 33 4 3 - I/4'0 x•3/4"ALL POINTS SOLID-SSEf ANCHORS,AS D4SJRIBUrED BY AL1.POINTS SCREV/,BOLT$SPECILLN COMPANY. 14 12 t0 8 6.5 4 - - 14 12 9 7.5 8 45 3.5 - 14 0.5 7 5.3 4.5 3.5 - - t f4'0 BLUE TM CONCREFE AICHORS Wf DAP AS MANUFACTLBRED B'Y t10RtDA FAStET•ffR5 DIRECT,ENG. t4 12 t0 8.5 7 4 - - 14 12 10 9 7A 33 4 - 14 12 9 7 7.5 4A - - t/4'0 TAPPER+ANCHORS AS NANUFACNREO BY PoWERS FASTENERS,INC.,AND DISTRBUIFD BY ALL POINlTS SCREW,ITOLT&SPECIALTY 14 it 7 SA 4A _ - 74 12 10 9 74 55 4 - t4 12 9 T 8 48 3 - C<7MPANY OR Leo APPR77Vm UCQ15E0 OR AUTHORIZED VENDOR REGISTERED WT01 THE AMER{GW SMJTTER SYSTEMS ASSOCIATION,INC. 8,_0' 14 12 10 B B BS - - 14 12 10 0 B 6 4 - 14 12 10 _r e.$ 8 a5 - NOTES: 4 12 d8 . AS 3 - - 14 12 8 d3 33 4 3 - 2A 12 a 5 . 3 1 - - 8.1)MINIMUM EMBFDM¢iT INTO CONCRETE BLOCK OF TAPCOR,BLUE TAP Wf CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPODN 14 12 9A 7.9 0 - - 14 t2 9.S a da 6 - •- 14 12 0 B B.$ 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. !3 9.0 8.6 5 34 - - 14 12110 0 8.5 5 - 14 12 0.8 3 4 4 12 t0 B e - - - 14 12 10 9 7A 4.5 - - 14 12 8.6 7 5.$ 4 4 tt5 7.3 8 4 - - - t'a 11 7 9A 5 33 - - t1 8 43 35 - 8.2)MINIMUM EMBEDMENT'OF 1/4`0 x 3/4"ALL POINTS SOLA-SET ANCHORS 5tp4U.�ENTIRELY IMBEDDED INTO IEEE CONCRETE BLOCK.NO 74 1 a 85 4.5 - - - 14 72 8.5 T d5 t - - to 103 7 5.3 8 4.3 - F11BmMFM INTO STUCCO SOW.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD 5111CC0 _ _ EXIST,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 1.5 65 S5 4 - - 14 12 9 7 6 4.5 - - 14 11 7 5.6 43 a5 - TG:�. 14 t2 10 a 73 - - - 14 12 10 8'85 5 - - 14 i2 6 8 5 4 - - B.3)W GSE 7WQ PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR, 14 103 7 0 13.5 - - - 13 95 63 3 1 4 3 - - t0 75 5 4 3 - ANCHORS SHAUL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 T1 7.616.51- - - - 14 11.6 9, 5 5 4 - - 2.5 BS 6 5 4 4 - NOTES&t)&82)ABOVE.FOR INSTALA71ONS ON VINYL SIDING OR OFS W M OR WITHOUT METAL SKIDS CONSULT THIS ENGINEER. O.S 8 3 ••• t4 t2 8 B.5 8S 4 -• 13 14 5 4 3 FOR INSTALLATION INTO EIFS WITH META.STUDS SEE SHEET 20. 11'-G• 14 12 10 .. - - - - 14 12 9 7 6 43 - - 14 103 7 3A 4.3 3.5 - 2.5 9A s - - 12 9 6 43 4 3 - 9 7 33 3 - (C) ANCHORS SOUL BE INSTMiED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OFTHE ANCHOR'S MANUFACTURER, 14 10 7 - - - - - 14 103 7 S. 4A - -[12 05 5,514.5 .75 - - - 93 7 L5 - - 14 1A 73 $ 3 - - 9 B 4.5 4 - (D) SFE SCHEDULE BELOW'FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 14 12 8 db d5 - - - t0 65 5 4 - - - EDGE:0t5TAHCE VERSUS SPACING SCHEDULE FOR ANCHORS: 13 d6 0 - - - - - 11 a 6.5 4 3A - 0 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING AD 9.5 6 - - - 13 9S 65 6 4 - - - 8 8 4 TTY MULLY] YANG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - •- 14 10.5 7 5.5 4.5 - 6.5 $5 Ms 3A - - - REDUCED SPACING 08TNNED USING FACTOR SNAIL NOT BE LESS THAN MINIMUM SPACING 08HCAlID FOR EACH ANCHOR TYPE, 14 12 - - - - - 14 ns 7A a 5 - - - 9 a 44 4 - - FACTOR OA 10 7.3 5 4 3 - - - 8.5 4 3 - - - ACTUAL 23 aS - - - - - 12 9 8 45 4 - - 7 5 4 - - EDGE TAPCON TAPCON WITH ADVANCED ALT.POINT SCUD SET BLUE TAP W/CAP TAPi'F32.# 13 93 B.s 5 _ _ _ -. 7A 5 4 _ _ _ _ ' Ab MC7�E THREI4DFY7RlA TECHNOLOGY MIN.SPACING 14'-0' 14 12 - - - - - 14 103 7 5A - - - - 11 10 33 4A - - - vt� ED. MIN.SPADING-3` MIN.SFACWG«3' IN.SPACING p 3 if2' NiN.BRACING=3" 3 3/4' 4' 10 78 - - _ .. B ] 45 JA - - - - 7 8 35 J - - - Y D Rm CONCRETE .TE BM POURED CONCRETE At POURED CONCRETE&P011331 OONI3dlE 00NAEIE HDaR 1.5 B - - - - - •- 11 8 5.5 4.5 - - » 9 6.5 43 - - - - ORED Ed L UK E0.=31/2'MIR.ED.•21/2" �R��'� ��T kot ��K MIL Ca-3 if2' R EDL-2 ifY' 15-0 z5 - - - - tz B 6 - - - 9,5 7 43 - - - BLADE 0 LNG 3• 1.0 0.90 1.0 0.78 1.0 0.84 ).0 t - 3.5 t0 8.5 - «• 0.5 8 5 9 - - - - - - B.5 85 4 - - - - 83 a J 2 1J2" - 0.81 1.0 - - 0.67 1.0 1D - - 0.5 B as B 4 - - _ IN UNISON ♦ z• 0.71 0.51 7 _ _ _ _ _ t,S 8.5 5.6 - - - e BA 4 _ _ _ _ _ 1 3/4" - 091 - - - 0.43 - 18`-O• /4 - - - - - 25 93 10 Z6 0 8 8 4 8 45 3 _ 9A ' S - - - - = B B 4 - - - _ FLORIDA 6UILDfNG CODE(Yon High Velocity Hurricane Zone ""'N.TTI(/''4q 0 2015 EASTERN METAL SUPPLY,INC. ENSBERTHA H TM =_ E C O imG� A.S.S.A. Accordion Shutter System H.v g.ADE#t w/OR w/'o Itv WINoarr Bum American Shutter Systems DCSCWICON DAM DRAWN BY. AL ae_ TIWT TESTING k ENGINEERING COMPANY STATE OF ` Association, Inc. t OLD 11-19z 4/13Ji5 DAre 4/13 15 5355 N.W.38th.sL.Sta 303.VaMWA QWOOLS,FLORIDA 33Ie p�•.., OR \ � �6R° (0871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No j'FSS o n otl£e $oyaaL�m West Palm Beach, FL 33407 ; ; 15-085 ANslow"•41t11�``1� WALTER A TILLY J,P.E P.E. 96t1r.T IATURE/DATE TITIN Uc.P 44167 6 S 13 Of 20