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HomeMy WebLinkAboutProduct Approval R E C E R L-D JUN 2 2 7016 FILE COPY tt � �.t �,'ra^,anntr4• BQS Home g Leg In User Registration Hot Topic Submit Surcharge j Stats&Facts Publications FSC Staff S HCTS Site Map j Links Search 3Usii es g Product Approval )rofeSSI #`a USER:Public User Rep""do Product Appm4al Menu>product or Application Search>Application List>Application Detail t FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE R1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI Hy ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS 11 A.S.S.A.INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.i)d 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 ASO load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6' for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i Only-{Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ-.No FL389 R8 11 A.S.S.A.INC. DRWG.15-085.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 level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A S .INC, P.E.R, DRWQ. 15- 5 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,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 W-0"for 110 p.s.f,for HVI and HVIA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Berth.HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A,S,S.A.INC. DRWG.15zD2_4.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.Max. 16'-0'span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DEW—G.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 112,25 and 28 respectively Back Next Contact Us:;1940 North Monroe Street,Tallahassee FL 32399 Phone!$50-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S.must provide the Department with an email address if they have one.The emalls provided may be used forofficial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S,,please click hem. Product Approval Accepts: MUM GENERAL NOTES: 1.BERTHA HSV,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALLIATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING COBE IWACCORDION SHUTTER SYSTEM SHALL NOT 8E INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p C DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED STH Y E JURISDICTION WHERE SHUTTER WILL TABLE O CONTENTS, BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDRION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA-1: HV IJLAC ES CD& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIRD 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-2D SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.613 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR%No 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 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HN BLADE Ill 10214.01-03,10715.01-03.11004.01-05,#1214.01-05,#0317.02-06.10609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 EA.Zi Y BLADE(1)MID W WINDQW BLADE Cl�A AND E-1996 STANDARDS(MISSILE LEVEL.D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE AP?)ICMLO -HV WINDOW BLADE QAC 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LWEL 0,WIND ZONES 1,2.3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPim SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRL'TE/BLOCK SHEET 6 2.HN BLADE OQ AND HV WINDOW BIRD£ 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,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 114x2.75'AND#14ml.75'RESPECTIVELY, 410-Kr MINIMUM SERIES CENTERMATE DETAILS HV SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 koT YIELD STRENGTH AND 180 kel TENSILE STRENGTH.PINS SHAD.BE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED C£NIERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGM FOR 6063-T6 ALLOY IS 30.0 kel AND 35.7 Lief FOR END CONNECTION DETAILS 1-6.CONCRELE/BLOCK SHEET 10 6005-TS KIM. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS Snn 304 OR 316 AISI SERIES OR CORRosiom RESismar COATED CARSON STEEL AS PER DIN 50016 WITH 5D kW MIN.YIELD STRENm AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-_CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.SOUS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 18 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:KV BLADE O: 12,113,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 e.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#0'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 15'438.179 ISSUED TO EASTERN METAL SUPPLY.INC. 11RFA 3 HV WINDOW BLADE d&ONLY 9.R SHALL BE THE RESPONSI81lRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,1HRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE,DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HTV AND HD LOCKS. AREA 4: HV WINDOW BLADEl OONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1718.6.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 131AL M 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,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECTKIN,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED T0 THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REMSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.1 FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHAM SUBMIT TO IN LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. u FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦�`'A`�� A.f10!&,4 Q 2075 EASTERN METAL SUPPLY,INC.UP TM o rVLT-E C 0 A �e,�. .S.SA ■ ■ Accordion Shutter System KY.MAX W/OR W/O FIV,N9MCW BLADE '^tO: ,//.( •' American Shutter Systems U.V.w VESCRrFROk DATE DRAWN BY: MA. p TILLIT TESTING & ENGINEERING COMPANY ASSOCIOtiOR, Inc. t OLD 11-192 4/13/15 DATE' 4/13/15 �..Y�'. F Qf•,.. • exv R.W.Sem.sl.,sm.M.vuL6nr.1 camtD+s,r•1.almaA sat Phone:(3a5)S71-t630.Fox:(305)571-1531 4268 Westroods Drive z DRAWING NO r�i LS';'• '��,`�� c-man:6TteooOcol.eom West Polm BeachEB- , FL 33407 3 .R /1pC L�� `�� 000719 WALIFR AOTLLLff Jr.P.E. 4 t S�VF�d P.E. 5/Et1lTUREJDA3E FLORIDA U,.1 44167 s SHEET 6 1 .OF 20 'P FOR WBLAH vARJES 1691 6 6 Me. ag 4. 1 SQLID BLADE �ZZW— COVER 458179 I)HV UNIVERSAL FLOATER5 QUALIFIED FOR USE W/ HV EILADE(D 4 HV BLADE I HY WINDOW B 6005-T5 ALLOY AND TEMPER UALIFIED FOR U E W 6063-TS ALLOY AND TEMPER 606, T6 373L *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY A TEMPER A 6063-T6 ALLOY AND TEMPER 3.226' 1.5061 . o 085" 70. .994* 670 72 a Fr 815' 112- 4.435. *12' to QUALIFIED FOR USE W/ HVHV WALK .920 QUALIFIED FOR U E W/MV (�)Hy TuNcy -rgAcK 0�072' X 6 HV ADJ. FL OOR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ W QUALIFIED FOR-USE W 6063-T6 ALLOY Z TEMPER SLADE(D ONLY. BY RAINGUARD 6063-T6 ALLOY ANY TEMPER QUALIFIED FORE W/ W 46a63-T6;ALLOY A TEMPER ry VARIES i 1,015' 1.93s' 606 BLADE TEMPER ex.. YAAIES r-083" -1 083" .100 1-1 -Ow 670 670 5 tj 3.529' (1-1) HV CEILING HEO DE (j) HY HEADER/SILL HD CEIUNG 14EADERZSI Qmj QUALIFIED FOR USE W HV BLADEMONLY (4 FIED FOR USE W1 W B ONLY, 6063-T6 ALN A QUALIFIED FOR USE W/ HV EILADE(D SEE SECTIONS FOR VAffUD§P SEE SECTIONS FOR VALIDITY. ':%�UAUFIED FO USE 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A a T1 T2 x Y t 2* 2* 0.125* 2' WMM. 1/6' 1/8' 3" 0090* SIDE ANGLE a @ 2" W'W. 0.192" 0.192' ORNER )STS QUALIFIED FOR USE W/ W ALUMINUM ANGLES @ 2.5" 7'MAX. 0.19 0.1scr UAUFIEb FOR USE W/ KV BLADE QUALIFIED FOB,USE W1 HV BLADE(D 5 6063-T6 ALLOY AND TEMPER BLADE U1 ONLY. S.* MAX. 6063-T6 ALLOY AND TEMPER 6063-Y6 ALLOY AND TEMPER I 29 FLORIDA BUILD CODE(Kon High Veloci!X Hurricane Zone,' IL lot 11 0=5 EASTERN METAL SUPPLY, INC. I 11 BERTHA HVTM -E Z 11LIEC011111117 A.S.S.A. KVAccordion Shutter System .RAW#1 W/OR W10 H.V.WINWW RADE LUT Amerfean Shutter Systems w DacnenoR DATE DRAWN Of UL OF $=I &W,3out sl,Stc 305.VL"RA DARDEN&—FuamTESTING & ENGINEERING COMPANY...I Assoctaflon, Inc. I OLD 11-192 47-13—/15 IIs STATEPhone 0 rox:(305)87t-ft 4268 Westroads Drive —2 DRAWING West Palm Beach, FL 33407 3 ........... S 10 N A%- '0 A.EB-OD06719 4 15-085 WALTER 1618 Jr.P.E.FLMDA U..1 44167 3 SHEET P.E. 9WWWAtkDATE 6 2 OF 20 4.660 929" ;a-20.11" �4'-20 OK CAST W,1D 2.2,93. -745* S.S.M.S. .21 1-DfE GST (2 Tw.) g HOUSING ENAMIL HAKOD PAJMM OS KNOB. .062' DER 81R.SS CYUNM A--A-45- 01 KEYS(09ME (CHROME KAM) TERMATE 6 BY LOCK HV EGRESS LOCK QUIZ2LFOR USE W/RV BLAID (9 ONLY QUft HV FLOATING C N,118MAJ ED 0 W/HV QUALIFIED FOR USE W/ W 0, � 1 1� � r".T� HV EILADE(1)& QNONLY 606 TEMPER ED FOR USE W/ GLAD & ®ONLY. BLADE G)& (9 ONLY. 6063-T6 ALLOY AND TEMPER (2-S)BY IER CENTER DUALIFIED FOR USE W/ HV BLADE 1 ONLY 250*010. 6063-T6 ALLOT AND TEMPER PLASTIC HEAD AD TO 1.756" 92 4.45. _J2• MOWED M w R2 SCREW PRO'AFTER RIVETING BEFORE RIVETING 06. 1/4"0--20 x 3/4* 1 WO 20 RIVNUT* $4. THUMBSC I *SeUM 940 ALUMINUM(2024-T3&M LARGE FLANGE THIN WaT WTM.PART f 0II20.AS MWUFACMM BY AVM CHERRY TEXIORN,PARMPKW,NEW JERSEY 0'1054 OR EouAL. PLAN FRONT EIVATION HV MALE "T" LOCK CENTER JE •I-ME! W HV BLADEQ)ON HV -T" LOQK @ IiV ALTERNATIVE h= ALLOY/ IV 6063-T6 AND _)ON HV QUALIFIED FOR USE (E LOCKER FOR '17 LOCK CEEBMAT QUALIFIED FOR USE QUALIFILD FO ADE(I USE QUALIFIED FOR USE W/ HV BLADE 01ONLY QUALIFIED FOR USE W1 W BLADE ONLY W/HV BLAOE(DONLY. ONLY. 6063-T6 ALLOY AND TEMPEP 6063-T6 ALLOY AND TEMPER J 1,917 3.161 It N CYLINDER OR KEY CYLINDER .214' 0.875'Min, 25'M... .40 HD CENTERMATE WZ NO WCKING ROD HD CEWERM LBO 0 QUALIFIED FOR USE W1 HV BLADE(j)& LA) QUALIFIED FOR USE W/ W BLADE(97k'� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES* 12*.114* (MALIFIED FOR USE HV BLADE(g& UM SS,OR 6063-T6 ALLOY AND TEMPER RN "C'jA*-20 L AAS CYLINDER p/2. go (SFE DETt1LR OR KEY *16' 1.9 Mtn CYLINDER Iq 1.78 Max. Lo KING goo A 1/4-0 HD LOCK QUALIFIED_FOR_usr�HVSLADE(D 14"..A-70.AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK 6063_T6 ALLOY AND TEMPER BY 318"0-16 ACEFAL (QERWIES S.S. BS QUALIFIED FOR USE W/ HV BLADEO& @ Z�s 5 INSTALLATION WILL REQUIRE PA 7/16- HOLE QUALIFIED FOR USE TM 0 DRILLED AT TRACKS FOR PROPER EMBEDMENT QU FR% E FLORIDA BUM CODE(Non HighVelocity Hurricane Zone] 0-�'lk. 1114-If 0 2015 EASTERN METAL SUPPLY,INC. `0' ...... BERTHA HVTm Accordion Shutter System A.S.S.A. KY.BLADE#1 W/OR W/b,KV.WNDW BADE 11LIEC0164C. z American Shutter Systems DESMPTM DATE DRAWN BY. M.L.TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 T7-13115 S Ivy DAE- !'/ 15 03W K.W.30h�SL.St.3M MROM CAROM,FIDROA 3316( Ph—:(305)S71-'630-F-:(305)57t-1531 4268 Westroads Drive 2 DRAWING....... —Ih tilt—OCOLCOM West Palm Beach, FL 33407 3 ss'i- 08-0006719 4 15-085 Oil OW10N WALTER A.TILLIT Jr.P.E. FLORIDA L;..0 44t67 5 — SHEET PL SEAL/SIGNATURE/DATE 1 0 1,- -11 3 OF 20 . ylT�S !N FJ•.Y 0 CENTERMATES. 1 MMOAtM�,.,f ONE HV LOCK O or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABONE OR 8FF�OW 2 OF SHUTTER SPAN FOR SPANS UP TO 1OW%AN FOR SN- TMNS T ANY ELEVATION. HV LOCK I�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATFACHED TOO OR CENTERtMTES W!(2) if4'9-2 x 1/2"LONG FIAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS I DICATED ON QUO ,(K SHUTTE ELEVATION. IB u® 2. �y I DESIRED, FOR 81,11 PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR UG�AY E USED As AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR�SHAIS.BE AS ThiDl ON NOTE(i)ABOVE LOCA ON OF LOCKS S B£AS INDtCATEa ON TYPTCA.L SHUTTER ELEVATION. n - — LOCKING RODS ARE NOT REWIRED AT URRICANE POSITION, BUT MAY 4 ottr2oq�b oRti0 uR�4� °t USED IF D IRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS+ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING PO$fnON (NON HURRICANE POSITION).AND 4. SNST.A EI�VSit AT1ON.HV LOCK ® SHALL REK BE USED ASAT RAN OUTSNER IDE OR N51DE LOCK. FOR ANY'SPAN I) ATTACHED T p CORNER CENTERM E W1(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS �� nIIc-eLvc AT TOP At;BO OM SHALL BE USED. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. W_ 4 5 Al TERN10ATIE 70"NQM$001$1 ONE ALTERNATE IAV LOCK MAY BE SED IN LIEU OF HV LOCK or FOR ANY SPAN AND � } GG' lNST TIONS AT ANY 8"AJION.AL NATE LOCK MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT g^ OF 1/4*0-200/4"S.S.THUMBSCREW TO 0 OR g CENTERMATES SHALL BE MADE W/1/4'0-200/4"ALUM. 8RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. ONE HV LOCK®or 0 or @ SHALT.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Ott 12*ABOVE OR BELOW 1/2 OF SHUTTER SPAN-FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. IIV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE.END MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RDS 0 W/ DONN£CTION OR g TOP AND BOTTOM IS COMPLETELY MANDATORY. DLSAILS ON II f e n t J K L Y p p w Y W % SHEETS 10& is TYPP.GHr. FULL- I1 *NOTES ON HY "T" LOCKS AND CENTERMATES: 4F CORNER i KIM CENTERMATE �® 0 ONE ALTERNATE HV'1'LOCK MAY BE IKLEA�l1ED IN LIEU OF IN LOCKS OR FOR ANY ATTA AND + oR$ oR C• 3 E STAlIATlON AT ANY FSEVATtON.AL TE LDK Y 8£USED AS AN INSIDE OR 0 1dE LOCK.ATTACHMENT OF LOCK®INCLUDES USMG REINFORCING LDC. ,AS SHOWN ON SECTON hiVG, SHEET B•WHICH MUST BE CONNECTED TO/CEMERMATES @ AND @ W/ 1/4*0-2D x 1 1/2*LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR MAXIMUM ABOVE AND BELOWIMIDSPAN. USE OF TWO"OLDKING RODS®OCK MAY BE INSTALLED TOP AND BOTOM IS MANDATORY. ATOIRY. OR 12' *NOTESON HD OE ! & RMAATES. 1, M,.(3�(31 W/Cs1: ONE ALTERNATE HD LOCK&MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS(23 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDD5 LOCK.ATTACHMENT OF HD LOCK 0 TO S@ IS W/3/8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT'INSERT AS SHOWN ON SECTIONS HOB-HVB AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIMAL FLORIDA High elocityurricona one ®2015 EASTERN METAL.SUPPLY.INC. iL E ■1:. A■S.S■A■ IAVAccordion Shutter System .Bl"#1 W/CR W/O N.V.W1NDW MADE = American Shutter Systems IEV.W oeSMIMON aAU DRAWN M ML TICCIT TESTING k ENGINEERING COMPANY "'0 L STATE OF '� 6358 CLW.36th.et.,St..an,MGM CARDENs,nmw 33+ 268 Weatton. Inc. 1 qD 11-192 4/i3/Ts oAm 4/13/15 Ph—:(309)871-1S3a.Fox:(JOS)371-1531 4268 Westroods Drive 2 DRAWING No �\�` o 31:wtocoO.W.— West Palm Beach, FL 33407 3 ONAL E1.0 WALTER A�LUT1Jr.P.E 15—485 ( ( t SAA\` 'ORM Uc.�Mw/ + P.E. SEACJ'�4{3t�1#IU GATE 6 SHEET HS9F..20 NCRETE ANCHORS POURED CONCRETE POURED CPOURED ONCRETE '(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE REQUIRED SHEET 13) REQUIRED 1ACHINE xCRE S.S. CONCRETE ANCHORS MACHINE SCREWS REQUlRID 1'O1L (SEE SCHEDULE ON W/1/4-20 CONCRETE ANCHORS 17 1 S aHit{SEE MtWN11xG�ON ST6:EY 7} SHEET 13) NVTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1" 1' Q lm MACH NE SC1tEW5S.S. 0 Minn. USING 1/4'-20 NUTS 2. -- - IF O 12'O.C. 1/ E.D.* f2. "iA .250'MOx, „ti_-_-,) - 13 OR 5 .250'Mox. M�. i\E. Hill OPTIONAL I I `OPTIONALm t 'SU�E ON OiIIMIN.SEPARATION TO GLASS,IFIV HON 4) 1 OR i7 IX15TINGE'XiSTINGiDQf MIN.SEPARATION TO CLASS1 GLASS`--(SEE SCHEDULE ON SHEET 11)�`(SEE SCHEDULE ON SHEET 11) 1 1 EXISRNC 4 cLAss- @ HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALIATIO HV WALL HEADER INSTALLADION + KEYSTONE 1 EXWNG MR,.SEPARATION TO GLASS GLAS^s-� w Say"ON OR ♦ i I 1 —�1 IXISTINC —(SEE SCHIDULE ON SHEET 17) 1 (SE t I --4DOR i.� MIN.SEPARATION TO GLASS GLASS 1 w 1 R fm� 1 i (SEE SCHEDULE ON SHEET 11) J ON sw log MIN OPTIONAL £. • _ Max. OPTIONAL i t I I 1/4"Max. _ MI ( 13 15 F. r 12 OR® --- 1/a'0-20x3/4'S.S. M n. {� E PHIWPS TRUSS HEAD 1/40-200/4'S.S.PHILLIPS LN MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HF1�9 MACHINE SCREW'S CONCRETE ANCHORS 811/4"-20 NUTS O 12"O.C. (SEE SCHEDULE ON W/1/4"-20 NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 13) Mtn. POURED CONCRETE SHEET 13)POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK ANCHORS REQUIRED WALL REQUIRED }JV WALL SILL INSTALLATION ION (SEE SCHEDULE ON �F { WALT. SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (p HV WALL SILL_INSTALLATION_ NOTE FOR COMBINATION OF SECTIONS° 1 N STA LLATI O N DETAILS W ASSEMBLY 1-SEE SHEET 4 FOR TYPICAL SHUTTER ris-p- =E17GE DISTANCE0 HV BLADE 2-MOUNTING SECTIONS CAN eE COMBINEDCATIONS ON SHEET 13) BLADE ON SHEET 19 IN ANY WAY TO SUR ANY INSTALLATION. t1441N, FLORIDA BUILDING CODE(Non on High Velocity Iurricone Zone (9 2015 EASTERN METAL SUPPLY,INC. Q, ............:r�,,, BERTHA VTM _ IIL. E C t3 INC. lii.S.S■A■ Accordion A KV.WNW RADE ! American Shutter Systems 1 EsaalPnoR DATE ORAMN for'. M.L, 'nuiT TESTING & ENGINEERING COMPANY AssocIctiono Inc. 1 OLD 11-192 a I3/L5 OATS: 4/13/15 �'•, 656s M.w.asul.st.,Ste.Sas,vutOxa cMOexs,FTORIaA s41 -.�4rr Pho..:(305)871-1530,Fox:(305)871-1531 4266 Westraads Drive 2 DRAWING No ,,..•' 5���� e-mm®BOk�c000 l rn West Palm Beach, FL 33407 s { `'AiAA 1dNAt�,N``44\ WALTER A 71LLIT Jr.P.E. a !5-085 �1pIJ17 n1N14 FLORIDA uc.P 44167 s SHEET P.E. SEAL1 «NATiSREATE 6 6 OF 20 POURED CONCRETE ANCHORS ICtI SEyMNi/rdltlt 1 OR ®+ i i MN.sEPmum GM CONCRETE (SEE SCHEDULE ON SHEET 13) ' 1O awss(5O[ EXISRNC I t i_ TO REQUIRED ODD OF -4 t o o mkD � GLASS--� �,.rirMiunan '� I Csg sctRnuL�oN y CN%w is m I ro 41Ax3 D. aPUCCABLE EXI tV�G� ellustDa(f� `•a` r oN ae rq t i GLA ALTA I, i t i I I I f EXISTING i I I ANCHOR ' rs' i LOCATION GLAS t Z /iQx3/4"HEX WASHER HEAD i f 1 1 OR y 3 o9 15 i 3/a w TEK SCREWS 6 12"O.C. ; EOCE OF f yg � i 3/8 Mw. CONCRETE ANCHORS 8 SLAB IF "L C6 + 7 ' (SEE SCHEDULE ON SHEET 13) ' APPLICABLE f i ti� EDGE OF EXISTING I i i EDGE OF ' tt' SLAB IF O. GLASS--I SLAB. 1/2 1 EDGE OF APPLICABLE S1A8 IF I tFFUCABLE •Q• O• APPLICABLE POURED D�' CONCRETE FLIT HEAD CONCRETE ANCHORS iTO am CONCRETE (SEE SCHEDULE ON SHEET 14) --{1 MALE® + POURED REQUIRED FilrT NERD CONCRETE ANCHORS REQUIRED I ON Sim 1M trn 1 OR ® CONCRETE aWaEsmdQ� REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION THY ADESIGN ALIO ONLY FOR UP TO+7R -75 PSP A.S.D. Q �V FLOOR !N$TA(� TA ION t U—��' =OVER INSTALL T.A roN SC EDUCE PRESSURE 1G k FOR SPANS PER V HY CEILING. INSTALLATION WSw iaWs m CONCRETE ANCHORSSoEx . 1 DAM,tvwam O (SEE SCHEDULE ON 1/aa RN BNIDFXTM'CfX1 W (M SIM I ( 1 I m a+� -r---' SHEET 15) AppNCm - E -" I t BwaTAY V/"01" ( 1/4-EXISTING EXISTING- CLASS I MAX. GLASS I '1( EE summ"oN SIHET ft) ; wt'3AMNinx W 1 3/4'W 00130llENT 0 V "I( stsm3As Ox IQ i O.C,FOR IF TO Cd SHR AND i 0I i i i j a^O.G.FOR VANS 11WRCER THAN t / W-W UP TQ W-w NAX A'44Y i ry t S d' SDNANT AT EVERY FASTENER IIrAD I t I I or.)(sm NOTE 11 W 5RE'ET 11 I/2" H .. 3 at )5 0.# ' `I WASHER 4 HEADHE) E. * COM.JEAIANR' )NR t{AciAt1W6 3/8' MAX. 1 UK TEK SCREWS #143/4- H1J(NERD I ..^_ 12`O.C. : .. _ Fr /. /•ss N5 Tl7(SCREWS m 9"O.C. ) - - tr�1� }4x3 4`SA.S. t dh2Ox3 4 OR 1/4`0-20 S.S. M.S. (SEE SCHEDULE ON n 1 _ 6 + 7 3f 9'0.C. 1 __ if4^ •<'.;'' ?4,'.: 0 11+20 ocn-20 NU15 Max. , W/NUL'@ 9^O.G. I SHEET 14) Q E MTM NONSTRUCTURAL _-- _---- 17 18 t/2"- 1^— 17 R 18 :2.oD`MlN,r: WALL TRW(DECORATIVE EDGE OFF.H. .'•1 EA. t 51IL) t �14x3f4^F .S.O.S. .•,AtiN::l .. I i SLAB IF ,.< ' i 7 8• i 7/8 APPLICABLE SEE NOTE 13(b) $EE9N0T£13(tr) > CONCRETE ANCHORS E.0 POURED CONCRETE (SEE SCHEDULE ON ON SHAT i POURED CONCRETE ON SHEET f " '"' '' p OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK AT1f�t,1 . REQUIRED REQUIRED KEYSTONE MOUNTINO INSTALLATION OpI10NAL POURER H(1 WALL FL INSTA _TIONWALK—OVERMuoLAAI AS.D.o6lON PR45UIiE:i84,-72 DAT CONCRETE .LOON L HV WALL INSTALLATION MWAN spm el-0- REQUIRED FIV R �l1AR 1 INSTALLATION t 'I'THIS INSTALLATION SHALL BE FOR naern NOTE e nUMN OF SECTIONS •E.0.-EDGE DISTANCE REMOVABLE WHEN PERFORMED ♦ SEE 1!M ATiONS IF USE FOR ADJACENT TO AN GPERABt.F.EXIT INSTALLATION DETAILS W,f Q HV BLADE S-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCgnONS ON SHEET 13) OR ENTRANCE TO BIAJ)E a ON SHEET 19 ASSEMBLY 2-MOUNRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SWT ANY INSTALLATION. FLORIDA BUILDING CODE(NOn High Velocity Hurricane one ItG/TAA''�IA�' � R9 2015 EASTERN METAL SUPPLY.INC. BERTHA-� ENIS ' Accordion hutter System 1 !. E C 0 nNi w c. w ■ ■ ■ RV. BLADE#1 W/OR W/0 KV WINDOW EUM *; �/-.` �f"•:* T TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN ev: W.E. TICCIAssociation, Inc. I OLD 11-192 a/i3J15 DATE 4/13/15 -o'•, STATE OF ;� e3as U.N.3W,se.sLe.30.mRaNln CAROM,rLCwoA 3316 � � -�qc-= Pho-:(305)871-1530.Fox:(395)871-1531 4266 Westroods Drive 2 DRAWING No �� els N��`� o mmEB9oD087i81cbm West PQIrT Beach, Fl 33407 a 15^-0-,5 A/A SJO �4 C U��i� WALTER A.TILT Jr.P.E. 4 ` FLORIDA U..f 44167 S SHEET P.E. S 1' Slb"NA'UREfDATE a 7 0F 20 SEE END WALL CD NNM-LLVIJ—QE ETS 10 18 SEE NOTES ON LOCKING ROnsW LOCKS®or2 5. OUT so 1N r`-EXISTING Gvss INSTALLATIONS W� 1 HV **mDE SLACK D rA LOCK ISaH SHEET j/ GuoE sucK nEraL HW Is vwo FOR ALL BLADE W HV CENTERMATES CENTERMATES APPUCARD14 MM BLaDEOi OR SEE END WALL QNNE0QN II i0+�50+�+®aR 11 FI+�as EXISTING GLASS DETAILS ON SHE 2x2'xif8'W'-2 3 1/4' 7^ 6 1/2" 7" (soca-Te nun>7 ALUM. OPPOSING ANGLE w(2) 1/4'0 TAPCON 1/z" Mw +� SYMMETRYCAL To 0TTOM)TE j CENTERMATES CENTERMATES MIN,sEvu+nnoN (Sks.TOT ptox3 4"S.M.S.0 12' (4)pL AT EACH S.M.S.E.TUBE ' W HV LOCK ort W,LHV LOCK kKU TO GLASS AT EACH ANGLE.(TTP} ( C.FULL tEHGHT. / _ * Z (ON SSHEEETA11) 5 c! y �ae�aR®*�7 q„a�Qa�im 10 r�m 1 a fn 0 UT �l ai * Q HVA HVB ���,"+ aN®p iOl+®� EX15IiNG GLASS PCON ED CONCRETE OCOR ©•�7 70�*t�gtl ) _ O-10, ("� ©w�+©a_�r-� _—_ REGI Eo (STING L;J°w i( 'K,:/°11•„J+Y.'J aR I 6 r 7 + qa $ + + aR i GLASS SYMMETRICAL �N l!J �� 7 ® MIN,sEPARAnoN IN 't +�8 aR �LalrsnN CE TE AES 6 $aR i + 8 8+ oR To cuss _._..1 GLASS 1 * /��` Q `L.:J (SEE SCHEDULE '5 _�� �-- * W HV OIPN�E j) @+@-@.@-@+@ ON SHEET 11) MIN.SEPARATION ��CJ',^gJ,J as (SEE SCHEOUCE _ ON SHEET 11) (INTERIOR) n -- _ _.___ V UT CONCRETE L 1 1 ANC16" C. C. 3 — * 9O1: «� � _�m � Q U T s 1/2•MAX.suck FUT * (EXTERIOR) HVE HVE** HVD FLORIDA BUILDING CODE tion High Velocity Hurricane Zone A�LTit,;1 0 2015 EASRRN ML-TAL SUPPLY,INC. �� ....,, . BERTHA WVTM A Y �� s� accordion Shutter System Is I L/G a� t N e. ■ ■ ■ ■ KV.MADE#1 W/OR W/0 KV.WINOOW RASE �C �'�•*r TIU,.Ii TESTING & ENGINEERING COMPANY American ShutP+9r Systems DESCmox DATE TIRAWN 9y: M.L STATE OF w 8153 N.W.J---Ste 305,VAMRA fJRD015,FLORMA 3316 A9>30CiatiOn� Inc. 1 OLD 11-592 4/13/t5 Dn1E: 4 13/15 ' rC ►Ot :'w� Phone: .Fax: 309 971-1531 4268 Westroads Drive 2 (305)871-15V t 7 ORAWtNG No a-mail:UKowWgoL.wm West Palm Beach, FL 33407 3 15- 55 D R ':. WAL1E M-00067 -000 7 9 P.E. ���SS�O...`.•��y\�, A. P.E. f ( tdAiY'TItEfDATE FLORIDA uq./44167 a SHEET 20 ALTERNATE INSTALLATION W/HV "T" LOC6 d-0). H MALE/FEMALE " " L Q ENTERNIATES -(29) & LOCKERS at W1 nt HV BLADE SEE am CONNEgnom MA Its ON SHUM to & 18 INSTALLATION 0) HV BLADE -1 EI-N-] rl;�'-Dww"Am IF. W1 HD CENTER ATES n f-0-ul NY BE USIM ISM us ME IN TM SlttgT. NECTION 0-0-0-010- & CaMONAL) ..i 1jr 1AAM M�& W. 0 (01100/2'(10PAPOTTOW ————————————————————————————————————————————————ILI, ——————————— S. 0 MULL 1.04w. 5 1 2 29 1 HV _j P4 HM. E�"�z Cr(p) F1 N (4)H.V. QN (4) 5 LOC;Tj;NSIDE) PINS m�-�) 7 Ve M(Tm) I A ()`1 RAW t fl 11 -------------- ------ 0-/ NVI F0-U-T I oR 32 @ORW \-(30# -I-LOCK,ON SHEEr 2 1/4" 0-20 x '" S.S.M.S. 35 W1 /8"0 x I P WINGNUT. —,HnB—HVB HDC—HVC - 7 3/32 FOUT -TE r'FOR tw gHV "T" LOCK (OUTSIDE) SYMMETRI AL,HD CgNIERMATES SYMMETRICAL HD CENTERMATIES @ WZQ�* LOCK (EXTERIOR) g/Q1 LOCK (NTERIOR) t SMW.S 9444 AWW11= (2024-"AIDY)L*=FW4E SAN SHW NVfM?T.PW 1 0820, AS WNUFAMMM BY AM VOW Aid-@-0-@-0-00- TWORN,PAIiSIPM14.NEW JUM 07034 OR QVML ----------;9k------------- - SIX MITES w U=w MW(g A WDQ)LOC10 M S'W 5 MVUM4L nAknK WK00479L KDD-M Z HDD—HVD FLOMING STACK FLORIDA BUILDI CGDE(Non High Velocity Hurricane Zone' -A T11 0 2015 E4STERN MM SUPPLY, INC. .TIZ :o ........... VNf, BERTHA HVTM Accordion Shutter System T' c'o .. A.S.S.A. KV IXADE#1 W OR W10 KV.WIMM MADE z�i ME k' Shutter Systems KY.K, "WaFrON GATE -3 Amerlean Is.0.". 06TATE 0F1 LLJT TESTING & ENGINEERING COMPANY Assoclaflon, Inc. I OLD 11-192 03W NA 3 .St,St.3W.VRGM GARD01S.FLOMM 3316 !Lyn P M�(305)871-1530.F-:(305)571-1531 4268 Westroods Drive I DRAWtNG No ...... X xz' -"I:ult-0-f— West Palm Beach, FL 33407 3 E8- 8719 WALM A070iLUT&�PX 15-085 SHEET FLORDA U..f 44167 9 OF 20 1P.E. RAXIT RE/DATE POURED CONCRETE OR - POURED CONCRETE POURED CONCRETE OUF;£D CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS f/-�EXISrNG GLASS CONCft ANCHOREXISTING CLAS T"i J 2'MIN DOSTiNG CLASS H'0 Y 6'O.C. 1 J _ Z _ 2'MIN. AGN.SASS(SEE 1" -� TO GLASS(SEE AGN.SEPARATION (r MIN.S ON SCHEDULE ON SHEET MIN.SC ARAR014 EO I EQ TO GLASS(SEE 11 FOR BIADE(}AND 7D U O(TEE TO GLASS(SEE SCHMULE ON SREEr 1/16"x3•MAX. ON SHEET 19 FOR SZ1♦mtAE SST SCHEDULE ON SHEET II FOR MADE OAMI (6063-T6)CQNT. RlADES(D&Qby 11 FOR HLITE(DAND 1/2' YqR 9EE'A,FOR (LOCATE AT ON SirET 19 FOR ALUM.CLOSER J \ �19 FOR (L"axR SIDE 1 BLADES(D&Q� PUTE.(LOCATE 1/2 �� aAOEs(D a QA OF SQ} AT EITHER SIDE MIN 1/2'MIN. . OF D) ( 4 USE 1'OR 2'MAX.im I 1Ox1/2'S.M.S. ( _-- (AS APPLICABLE)22`X1/8"x0'-2" f loxt/2"S.M.S. .--_- o is"O.C. ALUMINUM CUP ANGLE 1610.0. Pk------ i (6063-T6 ALLOY)AT MIDHEIGHI' 4 (1)JYOXI/2"S.M.S.TO ' Q ` (2)1/4"0 TAPOONS ANCHORS TO OR! �'�a WALL AT 1.O.C.(LOCATE AT SEE DETAIL CONNECTION OR VJQ'' EITHER SIDE OF 0) 1 OR OR & SEE DETAIL X FOR �OR & TO TRACKS SIDE CONNECTION -0-&0-8 0•®w SEE DETAIL X FO 6 7++8 1 w 6 7 8A .�w TO TRACKS w :&12).8 •�w 1 ,�w®.®w •®w SDE COOLANT OKTST ��' m�•� • w h+ o�m®.0-19- 7m lD•Q3 ®. ©.®w s.pp .©wp.p.�m (189.7 tl 7 •Q�m/®�,_`�7O`�°r ®'(�7 •�m 8�'.�OJ.�m • w 8.�jjw ,(�,(�a�'�wO•O•®m �•,�`m�`Y7'".V•�" �•®w®,®w�8 s®w ®`VAA��7,,'w 1�•®wO.Q�w �.�lJ'm®+®m�•�w� O•�w�•�m®+®w� ®.Q�w Q�.�w1(�, w �`'LY'w�•®m®`®ml,Y"til END CONNECTION DETAIL E�f}�NECTIQN DETAIL END COj�NECTION DETAIL�3 END CONNE TIS ON ETAIL 4 REZARED ONLY FGR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING EXISTING GLASS CONCRETE"BLOCK WALL j" 4 REQUIRED 4 L ! -"'�*-'-a MAN.SEPARATION �1 0 1 S.M. y TO CLASS(SFE t6' .C. WR SEPAPA710M F (�'�,,,, C MUI E ON� CON ETE i/2'MIN. TO aASa(SEE � _ ---- S OR&naOR ON SHEET 19 FCR ANCHOR i tl[AADDEHMULE ON mpxD '• @GR@CR(qOR(D CONCRETE euDESQ)& 12.O.C. S ON SHEET Q)19FO 4 - - ---- OR© ANCHOR 16, Q.C. 1 2 MIN.- 4 EQ 6 OR 2"M, N. 2"MIN. ! SEE U BLADE MBgSE ONHSHEETU19 FOR 1l�OR©OR�OR�OR� .IJJRXL-..L 5 1 OR Q�' 1� PLAN OR (W C� 4 4 Om0 6� m�m©`O © 10 �m DETAIL N POURED CONCRETE OR sx w 8•7 w 8 to, "+ ,(�. ,(�, ,(� A� CONCRETE BLOCK WALL / `Yz m'U'•'t�"'Q•l'.Ya REQUIRED 1D'®w©'®'�•�w O.O-Q�m©`O•�w In HV BLADE OR dA HV WINDOWBLADE INTO �•®w�.®wp.�w CONCRETE OR CONCRETE BLOCK WALL, END CONNECTIONDETAIL Q p.�w®.®w1�.®w END CQNNECTIO DETAIL O•®m4 4� w FLORIDA BUILDING CODE Non High Velocit Hurricane Zone T�� iAIA�r 0 2016 EASTERN METAL SUPPLY,INC_ �Q4� �CENSc/l`� BERTHA HVTM - --= �"� t»�, �. ��■ Accordion Shutter System �= H.Y.BLADE#1 W/OR W/o H.V.WNDCIN BLADE ' e't` k? American Shutter Systems Lv DEscRlPnox Da1s DRAWN BY; ML TILLCT TESTING & ENGINEERING COMPANY STATE OF 8.703 R.N.381X.5L.Mo.M.Y=M GWMDM FLOF"331 Associations, Inc. L OLD 11-192 4/+J/Is CATe 4/13/15 P4268 Westroods Drive hono (35)871-1530.Fox;(05)81-15 DRAWING No a-mll:B West Palm Beach, Ft. 33407 3 EB-�f'�a�/ONAi E�; \\` WALTERA�LLIYtBr.P.E. 4 15-085 P.E. S F` CF} A�URE/DATE FLDRmA ua.P 44167 6 SHEET OF 20 SCHEDULE 91 SCIJEDULE A2 (� MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER.SPAN*"L+" — — — ( - ,� @ o INSTALLATIONS Wt. FOR 8c W/ONE HV LOCKS CONCRETE 1.EC==ENO NOTES; ft.. FOR INSTAi.tATIONSW " INSTALLATION & or or { ) R L-" ft. INSTALLATIONS .�... W/ ONE H.V. LOCK or or or WOOD (I) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN t,� �a W C ETE & 'F7 'EX SORY POSITIVE A.S.O. DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS or ONE 14V LOCK or(or OR)W/ NO LOCKING WALL A, B. C. D. E, M, N, O, P, D. LL-:D15ALLO ABLE SPAN RATING. FOR A GIVEN NEGATIVE GENTERMATES &to W/ ONE HV -T" W/ NO LOCKI G RODS ODS MOUNTING F. K & L R. S. & V. LOCK& W/7W0 LOCKING RODS®TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTINGQ BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING (2)PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR CONGREtE&WOOD INSTALLATIONS CONCRETE MOUNTING CONCRETE&WOOD G. H. ;' 1t'T , U. W & X WALL MOUNTINGS{TOP/BOTTOM}OR FL00R/CEILING: Asp ppw As pp F.va A.S.O.DisDx INSTALLATIONS GIVEN A POSITIVE ALSO.DESIGN PRESSURE RATING. PRESSOM WALL MOUNTING FLOORT04G CEILING N�Ut� WAIL MOUNONG PI✓MRE DETERMINE MAXIMUM SPAN'L+"FROM SCHEDULE. RAIM RA7A & PAT" FLOOR/CEIUNG MOURIINC .�) M N ) OR (nGIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING,FLOOR/CEILING MoUNONG (+oa-) ('V!) oa)-) nooR' ,uL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L 4 (19 L-(10 L 4 (4 L-(10 L+ L-(8) L+ itL-(A) Q MAXIMUM SHUTTER SPAN `L+•OR "L-- FOR 30 OR LES16'-0" 16'-0" 16,-0" 1670" 30 16'-0' 10'-0' 30 16'-0* 16'-0' INSTALLATIONS INTO WOOD SWILL BE LIMITED TO' FINAL MAXIMUM ALLOWABLE SPAN 2S EQUAL TO THE 35 14'-10' 14'-10` 15'-2' 18'-0' 35 14'-10' f4'-10" 35 75'-2' IV-10, 105 p9f.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"L+'AND 'L-' 40 13'-10" 13'-10" 14'-,2' 15'-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-,' 13'-1` 45 13'-4' 24'-3' t HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-5" 12'-5" so 12'-3' 13'-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Wj FLOORjCF1LING MOUNTINGS: 55 1T'-10" it'-10" 55 it'-t' 21`-tf' SHALL BE AS INDICATED ON MANDATORY CONDITION#2 • NOTE g5,SHEET S. FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 11'-4' 11'-T 12'-4' 60 11'-4' 11'-4" 60 10'-2" 10'-11" RATING: 65 10-1 i-11' 6$ 10'-10' 20'-t0" 85 9'-5' 10'-t" DETERMINE: TO 10'-6' 10'-8' 10'-9' i t'-5' 70 10'-6' 10'-6" 70 e'-9' 9-4' U+=MAY-SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1' 10'-4` ii'-7- 75 10`-1' 70'-1' 75 - B'^9` 'tf EXCEPT THAT MAXLMUM SHUTTER SPAN-L+'OR INSTALLATIONS. 80 9'-70' 9'-10' 10'-D' 10'-9' 80 9,-Io, 9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE 85 9'-6' 9'-8" 9'-9" 10'-5• 85 9'-6' 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 4'-3' 9'-3' 9'-5' 10'-1' 90 V-3' 9'_3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: ,- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" 8'-9' 9'-2' 9'-10' 95 9'-0" 8'-9' L2 MAX.SPAN FOR WALL MOUNTING MOUNTING INSTALLATIONS. LIMITED TO +ON SH T 7. AND 8'-0" SPAN, SEE L2-,p MAX. SPAN FOR FLOOR/CEIWNC MOUNTING f00 13'-9" 8'-4' 9'-0" 9'-T 100 8'�-9' 9'-4' MOUHTtNG MON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9' 9'-4' 105 8'-7" 7'-1 t' 110 8'-4' 7'-7" 8'-7' 9'-2' 110 W-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2- 7'-3- 81-4' W-11" 115 8'-2" --7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+',"L.2+',"Lt=AND'12-" 120 81-0' 6'-IS' 8'-2' W-9' 120 W-0' 6'-11' 125 T-1 o' 8'-9" 8'-9' B'-5' 125 T-10" 8'-8' (4}GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-d" V-5' 7'-ICr 8'-t' 130 7'-e' W-5' ��N� U PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' s'^z' 7'-9' T-9' 135 7'-7" 0'-z" WIND ZONE SPACING. 140 7'-5- 5'-11' 7'-7" 7•-e' 140 7'-5- s'-1r ASTM E--1996 SEPARATION 145 7'-5" 7'-3' 145 7'-3" 5'-9" TO GLASS 150 7'-2' 5'-.7' 7'-4- 7'-0' 150 7'-2' 5'-7" 155 7'-0' 5'-5' 7'-2" 8'-9' 155 7'-0' 51-5" 1 THRU 3 1 n 160 6'-11' W-2" 1--1' 6'-7- 160 W-11' W-2- 165 W-10' S"-i" 7'-0' 6'-4" 165 W-10" 5'-1" 170 6'-9' e-11" 6'-I1" 8'-2" 170 6'-9" 4'-11' 175 6'-7' V-9' W-9" 8'-0'. 175 W-7" 4'-9" 180 6'-8' 4'-e" 6'-8- 5'_70' 180 8'-6' 4'-8" N V BLADE. 185 6'-s- 4'-6' 6'-r s'-5" 785 6'-51 V-6' 190 6'-4' 4'-5' 6'-6" 5'-6" 190 6'-4" 4'-5- 195 6'-3' 4'-3" 6'-5." W-S' 195 6'-3" 1 W-3" 200 6'-2' 4'-2" 6'-4- 5'-3' 200 6'-2' 205 8'-t' 4'-1' 6'-3' W-1" 205 6'-,• 4•-t• FLORIDA BUILDING Non Nigh Velocity Hurricane Zone' LtLt1ltttiNlJtJY ®2015 EASTERN METAL SUPPLY, INC. A, BERTHA� TM A■ I`■S.A. Accordion Shutter System H.V.BLADE#1 W/OR W/O KV.WNDQW RAM • NH,p`gq, A./ 2 = Amer(Can Shutter Systems EV. CR OFSMON DATE DRAWN BY:VAQY.LG. '••-""LL y TIWT TESTING & ENGINEERING COMPANY Association, Inc. t ULD 1 t-192DA- 4/13/15 395 h 6N.W.36th.SL.St.SAS,MR33 CM GARDEn PRAM f F1m.:(305)871-1530.Fay:(305)071-1531 4268 Westroads Drive 2 4 13 15 — � o m g;t0tacoT9aa.com West Palm Beach, FL 33407 s —DRAWING SI 5 GOBJ FLORIOP•'�� EB-0006719 ++• S' ,o`` W a�U j 44197E 5 SHEET ��Fi, 1 ►�$1G E/DATE 6 ' 11 OF 20 .d, .h.►C . .a► •: 1/ . ,1: .111x: . ya•. . :til :RT- :1: : . }::a.•�.. .e ..• X11. . 11: ►: ►� :ai •: ��-. :il ..: .a.. DD©®m��m OQ��m©�®m 00[7mm�Qm OQmmm�Qm©Qtfli�mm�m QQOmQmm� m®mov000 mmmouraoo mmru>to�ororary mm000000a�mm0000m oonoonom ' ommnonoommm�aoo�pmmmoovmoimmm000nommm00000nnoonno �mmmODODOfi�mm DOOOmmm0000c�mmmn000mtnmm000000n0000no o®OOOO®O 000OOOOO m®000Oo0 m®oOOOVO m®mOOoOO OOOoOO�O mmQ700000 mm000000 mm000ODO m®mOOOmO®mm0000m OOOOOO�m ��®000OLf]OmmL� onommmmov000mmmdmmmmmmmommmm'OOO�m�O© a .- m®moo�oommmvomommmovnoommm�n©oommmnovoa0000n000 mmm000inm mmmonnom®mmon000 mmmmmmmm a�mmnommm nonoomoo ' mmmnom©�ammmonommmmmoonovmm[xmmommmmmmmmmmmmonmmm®� �m�mma0000m®mnn000m®moonmmmmmom000mmmom0000000®moo WIN mmmoovmmmmmni000mmmmononmmmmvommmmmmoommmonoonomm �mmmom000m®moovoo®mm000gommmm0000mmmmmmm...nMUM= mmmnm7Ea0o mml�'�OOOmm mmm000Om mmiL7Ommmm mmmmOmmO oonoMDOO �mmmom0000mmno©oom®monvoammmvv000mmmno©oon0000mo© ,. . .- �mmmon000m®moo®oommmonnoommm00000mmmm000nnnm0000 mmm�mmmomm�m�mmmmmmoommmmmommmmm®��c��mmmmno�mor�omm �mmmn0000mmmn0000amimmn000amm000voom omvoo��mn©omoo 0o mm m®lDEa000m®m MoOom®mO�'mOo�®000son mmmmn00000""Im o m®om©000mmmnvvooO®mo�000mmoo®mmoomm®0000000mo©000 ®mmommmmmmmmmmmmmmmmmmmmmmommmmmmmoommmmmn ovmmm mmommmmommmmmmmmmmmmmmmmmmommmmmmmmmmmmmo'00000m ' mmvmmmmmmmmmmmmmmmmmmmmmmmmmmmmm�mommmmm000©000m mmmmmmmmmmmmmmmmmmmmmmmm�mmmmmmmmmommmmmnoo®mmmo mm� mmmmcrmmmmmmmmmmmommmmmvmmmmmmmommmmmmnomm©moo mmoomommoonmmvv000mio®mm000°mommo"00000�00000®oono®0000 mmommmmmmmmmmmmmmmmmmmmmmmmmmmmm�nma�mmon...mmm 0 0 ®mmmmmmmmmmmmmmmmmmmmmmmmommmmmmmommmmmmmr�mm®©mmm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmn000n®mo ' mmmmmmmommmmmmmmmmmmmmmm�mmmmmmm�nmmmmmm000n®mmo 1 �1 � � • � mmmmmmmmmmmmmmmmBINH mm ammmmmmmmQ�ommmmmmoom®mmmo mmmmmmmmi mmmmmmmm ummmm mmm 000mmo®O o®000OOo OOOO®OOO , �mmm mmmmmommmmovmmmmmmmmmmommm ' mommmmmmmmmmmommmmmmm�ammmvommomommmmmmmmomnnomom m�mmmmmmmmmmmmmmmmmmmmmm�ommmmmmmommmmmmonoomm m �mo�000000ulmmmmmms mmnmums men 0000000moo®ovoov000000000000v0000mm0000 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmomoommmm ®a�mmmmmommmommmoommoommmmommomovmmommmoomv®®mmmmm m mmmmmmmmmmmmmmmmmmmm�amm®moommmmaimmmmmmmoon®nomm mvmmmmmmmmmmommmmoommmmommmmmmoommmmmmmomommmmm mmmmmmmmmmmmommmmmmmmmoo�mmmmmmommmmmmmminomem000 �•;, � �i MAXIMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUIRINGS E 0,&It ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Tam EDT POURED OONCREfE (A) TO EXISTING POURED CONCRETE:(Min.Ac-3 k d) wmw @WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4-o TAPCON OR TAPCON WITH ADVANCED THREADFORA TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(MN.I'c=3 kw) SPAN ANCHM SPACING-IEGENQ - 1/4'0 x 3/4'ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED BY All POINTS SCREW.DOLT&SPECIALTY COMPANY.(Min.Pc o 3 kni) (p) ASIL CEMSX NKMWVK PIE.WIZE K9gW 611 DES M HBTAiAE IRIMfE WM OESM tUiXTNE FF SLK R4ID0 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c-2 kel) 30 w 60 -5 90 120 160 2D5 30140160 75 80 120 160 205 30 40 80 78 BO 120 160 205 TAPCON - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED fW ALL POINTS SORE.\'!,BOLT&SPEpALTY 4 2 0 B 0 8 e S.9 4 12 10 9 0 1 B 6 B 14 4 B B 0 e 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0" 14 12 10 9 8 e a 6 14 12 10 9 8 e 6 8 14 12 10 e a 8 8 6 THLL POINTS TECHNOLOGY (Min.Pc-3 kei) OR LESE 14 12 10 9 8 B 8 8 14 12 10 9 6 8 6 6 14 12 10 9 B 8 0 5 ALL POINTS SOLID-SET 14 12 INN 0 8 e 7 14 12 10 B 6 B 0 0 14 12 10 9 8 8 e e BLUE TAP'W/CAP NOTES: 14 12 10 9 e 7 6.8 3.5 14 12 10, B 8 e 0 e 14 l2 10 9 8 e 6 5 TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4'-0' 14. 12 10 B B e e 0 14 12 10 B 6 B 0 0 14 12 10 9 8 0 B Ss ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 8 B B 8 4 /4 12 70 9 B 8 e 4b 14 12 10 9 8 6 4 3.5 0.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 R. B 8 8 8 4.5 14 12 10 B B 0 6 5.0 14 12 10 9 8 8 8 45 RNID STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAT BE 1 1/2"LONG MINIMUM SHOULD STUCCO DEIST.AND 74 12 10 8 75 5.3 3.5 - 14 12 10 9 0 B 6 6 14 12 10 9 6 7 3.5 4 4 SEE A1xM6 aF USE Eo8 1'MINIMUM FOR WALLS WITH NO STUCOO. 14 t2 10 9 B 8 a 6 14 12 10 0 B 8 6 55 14 12 10 B 8 B e 4b [9ADE�ON SHEET 19 5'-D" 14 t2 10 8 6 7 4 - 14 12 to B e Bb. 8 3.6 14 12 t0 B 6.5 8 3.5 3 A.3)IN GSE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 B 6 7.514.51- 14 12 10 9 8 8 6 4.5 14 12 t0 6 8' a 4.5 ,7S ANCHORS WALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BQ11ND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 B,3 7b Ob 4A - - 14 12 16 B B 7.5 8.5 4 14 12 10 B 8 5 4.5 3s NOTES 0.1)&0.2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR DFS WfI1T OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 8 6 8 8 - 14 12 10 9 e 8 6 8 14 12 10 9 8 &S •5 3b INSTALIARON INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 B 7b 58 J - 14 12 70 &S 7 8.8 4 S 14 12 B 0,5 SS 4 3 - 14 12 70 8 8 6 - - 14 12 10 B 8 6.5 8 .75 14 12 10 8b 8 3 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-60) 14 12 8 &S 5.5 - 14 12 10 9 B e.5 4.5 J.6 14 12 10 8 7 8 3.5 3 -1/4"0 TAPCON OR TAPCDN WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILOM 7._0. 14 12 10 B 8 8 - - 14 12 f0 8 8 7 3 1 14 12 )0 0 75 5.5 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED Of All.POINTS SCREW,BOLT&SPE�1.1Y COMPANY. 14 72 10 8 6 4 - - 14 12 B 75 5 4.5 3.13 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED TTY FLORIDA FASTENERS DIRECT,INC. 14 12 10 83 7 4 - - 14 12 10 9 7s 5b 4 - 14 12 9 7 75 4b - - - 1/4^0 TAPPER+ANCHORS AS NANUFAGiURED BY POWERS FA51ENERS,INC.,AND DISTR®UED BY ALL.POINTS SCREW,BOLT&SPECIALTY 14 11 715-514.5 - - 11 /2 f0 9 73 5b 4 - 14 12 7 8 45 3 - COMPANY OR ANY OTHER APPROVED LICE4SED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTER SYSTEMS ASSOCIATION,INC. 8r_0 14 12 10 B 8 &5 - - 14 12 10 B B 8 4 - 14 12 10 5 BS 5 3b - NOTES: 14 12 &5 7 5.5 J - - 14 12 8 &3 Sb 4 3 - 25 9b 8 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 12 98 7.9 0 - - 14 12 9.5 B 5b 6 - - 14 12 8 B 55 4 - - 1J 9.5 6Z 5 35 - - 14 12 10 B 6.5 5 - 14 12 8 6.6 5 4 1YI1}i T192EPDFORM TECHNOLOGY ANCHORS S 1-. 9._D+ 14 12 10 B 8 - - - 14 12 10 B 7b 4.5 - - 14 12 8b 7 5S 4 - - 8.2)MINIMUM EMBMMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - - - 14 11 7 53 5 3.5 - - 11 8 Sb 4.3 3s - - - EIABEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 B 85 A3. - - - 14 12 85 7 &5 4 - - 14 103 7 Ls 6 4.S - - EXIST,AND 1'MINIMUM FOR WALLS WIR1 NO STUCCO. 1.5&8 5.5 4 1{ 12 9 7 8 45 - - 14 11 7 5.5 45 SB - 10•-0. 14 12 10 B 75 - - - 14 12 10 8'6.5 5 - - 14 12 6 8 5 4 - - 0.3)W CASE 1}NT PRECAST'STONE,PRECAST CONCRETE PANELS,PAVERS OR ANL'VENEER BE FOUND ON THE DUSTING WALT.OR FLOOR• 14 105 7 S 3S - - 13 9.5 6.3 5 4 3 - l0 7S 5 4 3 - ANCHORS SHALL BE LONG ENOUGH 70 REACH DHE MAIN STRUCTURE BEHIND SAO WALL FlNISHES ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 5.5 - - - - 4 11.5 B, 6 5 4 - - 2.5 B5 6 5 4 4 - - NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL SUDS CONSULT THIS ENGINEER. 0.6 8 5 - - 14 12 8 6.5 5.5 4 - - 13 10 65 5 4 3 - FOR INSTALLATION INTO DFS WTH METAL STUDS SFE SHEET 20. 11•-0• /4 12 10 - - - - - 14 12 9 7 6 4S - -[14 10.5 7 5b 4.5 S.5 - 23 9.5 5 - - 12 9 6 4b 4 3 - 7 43 3.5 3 - (C) ANCHORS SHALL BE INSTALLED FOUDWING ALL OF THE RECOMMENDATIONS AND SPECIFlGTONS OF TEE ANCHOR'S MANUFACIURM 14 f0 7 - - - - 14 105 7 9.54b - - - 8S 55 4.0 75 - - 4.5 - - /4 15 75 0 S - - 9 0 4.5 4 - _ _ SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELARONSryIP FOR ANCHORS12,_0. 14 12 1 - - - - - 14 12 8 &5 5.5 - - - 10 6.5 5 4 - - - FGl1k'ptsrmm VERSUS SPACING SCHEDULE FOR ANCHORS: 546 - 1B54 35 - - - 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE WOIGATED,REDUCE ANCHOR SPACING 3.5 9b e - - - - - 13 95 8,5 5 4 - - - 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 e5 - - 14 MIS 7 55 4S - - 85 35 sb 3b - REDII SPAC0IG OBFANED USING FACTOR 511NJ.NOT B_0. 14 12 - - - - - - 14 11.575 6 5 - - - 9 8 45 4 - - - FACTOROZ9 _ _ _ _ _ _ 10 75 5 4 3 - - - 55 4 3 - _ _ _ ACTUAL TAPCON WITH ADVANCED Nl Ppl�SOLID SEF BLUE TAP W TAPPER.+ 2b 8.5 - - - - - - 12 B 6 4S 4 - - - 9.5 7 S 4 - - - - EDGE TAPCON /CAP 8 8 - - - - - - 13 95 6.5 5 - - - - 0.5 75 5 4 - - - - ® D DICTANCE THREADFOfi0.1 TECHNOLOGY LEN.SPACING 14'-0" 14 105 7 Bb - - - - 11 8.5 5.6 4.6 - - - - E.D. MIN.SPACING=3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING a 3' 3 3/4- I 4" 10 7b - - - - - - B 7 4.5 s.s - - - - 7 e s.5 3 - - - - 1 HV D RED CONCfRETE& PODRm owaitTE wfc1�LE BIDac POURED CONCRETE& POURED CONCRETE a POURED COMM Co o;ET ELDEK 11.51 .5 71 8 SS 4.5 - - - - 9 ILS 45 - - _ _ _ CD�EfE POCK La m.3 1/Y LOA.M-2 1/Y MIL M-3CONCRETE�1f CONCRETE MN .3'* IBL M-3 1/2'WIL E0..2 1/2- 7.5 - _ _ _ _ _ - 12 9 6 _ _ - - _ 945 7 45 _ _ _ _ 15'-0' 14 _ - _ _ _ _ _ 3b 10 6.5 - - - - - 0s 6 5 - - - - - BLADE WORKING 3• 1.0 0.80 1.0 D.78 1.0 0.84 1.0 9 - - - - - - - Bb Ob 4 - - - - - 55 5 J - - - - - 2 1/2" O.Bt 1.0 - - 0.67 1.0 0,5 8 5 - - eb 8 4 - _ _ _ _ IN UNISON ♦ 2• 0.71 0.51 _ - 1.518.8 5.8 - _ _ _ _ 4 _ _ _ _ _ 1 3/4• - - 0.91 - - - 0.43 18'-0" 14 - - - - - - - 2S 91 8 - - - - - 10 7S 9 - - - - 8 B 8 4 8 45 3 1 1 2' 0.35 - - - - 0.35 B 6 4 - - _ _ - FLORIDA BUILDING CODE Won High Velocity Hurricane Zone T1C(/'" ©2015 EASTERN METAL SUPPLY,INC. \ ����.........?��'; BERTHA RVTIM ENse' . " IL. E C A eN�. A■S■S■A■ Accordion Shutter System KV.RADE#1 W/CR W/O HV.WMON BLAVE Y�3/J Am®rican Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L. S7AZE OF : TIILT TESTING Ra ENGINEERING COMPANY L�` Association, Inc. 1 OLD 11-192 4/13/15 DATe 4/13 15 f1J55 N.w.3eU.5<..51a.J09,NIR(.NIA OPftDINS,FLORIDA 3310 "y" �F .�- - Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive x _ DRAWING No Izi __1D tflteeo0aol.wm West Palm Beach, FL 33407 3 15-085 F ;a\` L1B . 4 /7WALTER X TIUTr.1P.ESIONA� FLORIDA u.. 4467 SH1SSE�P.E. INAURE/DATE 3 OF AQ