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HomeMy WebLinkAboutPRODUCT APPROVAL Florida Building Code Online Page 1 of 2 '$• it Pr t iO��Ud Departmentof BCIS Home Log In User Registration Hot Topic 4 Submit Surcharge Stats&Facts ! Publications FBC Staff i SCIS Site Map € Links 1 Search BusinNes �, Professiti�a' l "° Product UserApproval Regulation Product Aoproval Menu>Product or Aoolication Search>Anolication List>Application Detail `m a FL# 1<89-R8 Application Type 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 Trod rig uez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Lkense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE '21' Validation Checklist-Hardcopy Received Certificate of Independence FL389 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FEC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-066.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 positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into St walls is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-Q4 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwg 15-085 bottom)for storm protection is of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.1)df 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'-O"for 30 p.s.f negative FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-065 HV.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 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 HVSA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC DRWG 15-084 odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG 15-084 odf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively .f Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questlons,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Wj ® eCtieck k'CUTltydt t:Tn iCti http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/.12/2015 GENERAL NOTES: 1.BERM HV,ACCORDION SHUTTER SYSIEN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SISIEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED TAB IRED BY THE JURISDICTION WHERE SHUTTER WILL LE OFF CONTENTS BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT DICED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO AS.D.DESIGN WIND LOADS AREA-1: HV BLADES 1.10 AC LLAT BY MULTIPLYING THEIR BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THBR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WRID AND LARGE M551LE 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 -HV BLADE(D 10214.01-03.00715.01-03,01004.01-05,/1214.01-05,00317.02-06,/0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: rnl 8 A t7 AND W WINDOW BLADE AA AND E-1996 STANDARDS(MISSILE LEVE_D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®00505.01-013 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 0 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(DAND W WINDOW BLADE © 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 014x2.75'AND 014x1.75'RESPECTIVELY.410-HT MINIMUM SERIES CE4TERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 1&.TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THBR HEAD. 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 30.0 W AND 35.7 ki FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kd MIN.YIELD STRENGTH AND 90 w MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SIK L COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED SLEET,OR AISI 304 OR 316 SERIES STAINLESS STEM WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS W BLADE Q: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE(D&& WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 B. BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARE BY U.S.PATENT 05.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 MET EA KETAL SUPPLY,INC. - 9.B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHE)TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3• W WINDOW BLADEinA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMARK,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/WIN 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 W AND NO CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4: HV WINDOW BLADE I-)ONLY 11.SHUTTER MANUFACTURER'S 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 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYBTEM'S 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 RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PRONGED 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. (x:)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHD 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 SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SFWl BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . .xTO%, ©2015 EASTERN METAL SUPPLY,INC. y' '''�icEn ' . y BERTHA HVTM 0' R _ I L E C Accordion Shutter SystemO 1NC S S . FV. BLADE#, W/OR W/0 H.V.WIN)UN I;<ADE ,/�? _ American Shutter Systems •N OESMFnON DATE DRAWN BY: ML TILIJT TESTING & ENGINEERING COMPANY OF•.•.T *� GM N.W.36th.SL.Sta w.VLKM GAMM.FtOew nt ASSOCiOtiOn. Inc. 1 OLD 11-792 4/17/15 DATE: 4/13/15 Phwe:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive z DRAWING No ��'��SS;• •'�4,�` o-mon:6ltooe0aa1- West Palm Beach. FL 33407 3 15-085 WALTER nw7r1J,P.E.4 FLORIDA U.0 44167 5 SHEET P.E. SEAL �ISILTURE/DATE 6 1 OF 20 y 3•0 FOR n1nmOM B-CE® 9 VARIES 1.918 1.491' 0 0 abs, �B' o o Max. 1.200' 6.� c r 0.454' 0 09 R0. 4.371• 4.365' 050.1' ;y 4.857" 4.999' S .375'j 5 HV 90'j180' STARTER COVERED UNDER US PATENT# 5458179 HV UNIVERSAL FLOATER m QUALIFIOED FOR USE W/ HV BLADEQ ®HV DIRECT MOUNT Hv BLADE 1 HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER I .37' b 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 6063-T6 ALLOY A TEMPER 124• 085' 6 r 7' h� 2.670' 3.556' 'a ) .99$ 6 1.000' _ 670' Z226' 72 ry 842 Pt: e 4.897' n �2jp, .815' 2.092" . no.o7z" 0.072^ (2)HV ADJ. ADAPTER W/LIP 4' 112"u 1a7s' 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACKBLADED QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK t55• 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE QONLY. I HV RAINGUARD BLADE O 6063-T6 ALLOY AND TEMPER HV fi063-T6 ALLOY AND TEMPER VARIES 1936" 1" 1.915" o BLADE Q Moz. VARIES 1936' 6063-T6 ALLOY two TEMPER 1.917' M. 083' 083' .063' w .083" .095. .093'm 1n 'm r .100' .125' .060' .060' -093' .093''0 �. .060 .060' 670 ,I m 11A 1A ' 0ca. 670 1.686' 0.4 870 3.5 3.529' .2 3.520' � 670 Jy, 1 C I G A 1® HV HEADER/SILL 13 HD CEWNG HEADER/SILL Q LIFlED HV BLADE 1 ONLY, QUAUFlED FOR USE W/ HV BLADE 1QONLY(� 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ HV BLADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDrrY- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 8 71 T2 X Y t If I MN XMNYAPI.t 1' 1' 0.062 2' 2' 0.125' 0 2' 5'MAX. 1/8' i/8' 3' 3' 0.090' 1® 2' S•MAX. 0.192' 0.182' SIDE ANGLES 6 ©0 CORNER P QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 2.s• 7'MAX. 0.190' 0.190" DISTS BLADE( QUALIFIED FO�USE W/ HV QUALIFIEDEI ADE CD W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' S'MAX. 0.139 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 0%, ©2015 EASTERN METAL SUPPLY, INC. 9 A BERTHA tS . PNSF '• • �� Accordion Shutterer System :•��CE L E C O N C. H.V.BLADE#1 W/OR W/O H.V.WINDOW BADE American Shutter Systems �, OTx1�nOR DATE DRAWN BY: M.L fir: .�'�(� = TIWT TESTING do ENGINEERING COMPANY STATE OF c�` 6355 KW.36th St.Sk.305.WRGMA GARDENS.FLOKUD 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No O� fC0RW0 ,•G��`` mal7 9 ®utaa6®aaLcaR West Palm Beach, FL 33407 3 S/ONAI \\\\\ WALTER A.ALIT Jr.P.E 4 15-085 FLORIDA Lia 9 44167 5 SHEET P.E. Sri/fdGNt1�'�RE/DATE 6 2 OF 20 4.660 929• 1/a'-20x1/ 1/4"-20 CAST 4.576' 0745' 2.293• .334• FW HEAD THREADED Housm MWEL ,4•_p2.293' .745' S.S." BAKED PAINTED• (2 1YP.) HIED .062" O• -_� .318 (MSS CYDNDER GRASS CYLNDER bA .A4 - - , . a KEYS(O4 E (CHROME PLATED) - 1 po. .325 a m HV LOC ® HV EGRESS LOCK QUALIFIED FOR USE W HV BLADE 1Q&V.7 ONLY l«J FLOATINGHY mro h 6063-76 ALLOY AND TEMPER QUAED FOR USE W/ FN BLADE 1 & ONLY 3.023' b7' QU E W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER © CCENTER BLADE(!)& ®ONLY. BLADE O&®ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250-0.0. t8' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HFA MOLDED To m 1.756' .922 4.045' 2 SCREW 2.079' 1.753' go ITIC' Imo• s obi' iv $ 'w •0 o .825• BEFORE RIVETINGAFLER RNERNG 1/4"1/4"0--20 x 3/4 1000, CR 1/4"0-20 RIV_NUTs • i �1' THUMBSEW % p�+ SERIES 9444 ALIMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUfSER20 E,PARr 408 ,AS 1/A7IUFACNRFD EW AVOEL 2 I 2750' I o rn m .822" CHERRY TORORN.PAR9PPENY,NEW JERSEY 07054 OR EOUAL PLA++ FRONT ELEVATION HV MALE "T" LOCK CENTERMATE 4.566' © ® " HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ FN BLADE 1OONLY ® FIV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE 01 ONLY. BLADE 1Q ONLY. QUALIFIED FOR USE W/ HV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPER' 6063-76 ALLOY AND TEMPER 1.917' 1.917 I I 3.161 .m a .0 43 n - . THUMBTJRN , 063" CYLINDER OR .214•m .Ofi3 .062' KEY CYLINDER .214" .545' 4 e a n 10 o r m o 0.875'Min. 1 .125'Max. 3Q HD C ER ATE NO LO 1 G ROD ® HD RAE LOC - .40 $ O"" o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ 111/ BLADE W& 1A HD NT R 'S SE '804 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ,m VARIES, 12"MIN. QUALIFIED FOR USE W/ HV BLADEW&& 19 1/a'a-zo 5.5.oR J/6"a-ifi 14QUAUFIEDtfilDE 130' 6063-T6 ALLOY AND TEMPER TFiUMBfURN ARTAL 7HUY65tltEW5. *1/2' CYLINOQ2 (SEE DEDIIIS) QD _ OR KEY 215 1.57 Min CYLINDER LOCKING ROD ,/4 m ® HD LOCK QUALIFIED FOR USE W/ HV BLADE Q7 1/4" 0-20 AISI 304 BY REGENT HARDWARE M09ME LOCKS SERIES 2333 HOOK BOLT LOCK. CC�� 6063-T6 ALLOY AND TEMPER ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& OA 05 INSTALLATION WILL REQUIRE A 7/16' HOLE QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT 1Q 9 Y ``���� .•• .11, 0 2015 EASTERN METAL SUPPLY.INC. Q` ��pENSF BERTHA HVTM ME E C O IN A.S.S.A. Accordion Shutter System xv.L3ADE#1 W/OR W/o H.v.WINWN BLADE *; fes/ c American stems • � :W TIWT TESTING & ENGINEERING COMPANY Shutter Sy Ev.K DE'SCMP710N DATE DRAWN BY: M.L S Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 `O� � Q.:•�c SM KW.J6M.St,Me.JOS.VIRGINIA GARDENS,FL.OLUA 331 ,qq Phone:(305)671-1530.Fox:(305)671-1531 4268 Westroads Drive z DRAWING No L".......*� a-mal:ETE00000d.xom West Palm Beach, FL 33407 3 "I' nS100- '%` EB-0006719 4 15-085 "I'. IIIIIIIIIII110 WALTER A TILLN Jr.P.E. 6 P.E. SEAL/SIGNATURE/DATE FLORIDA ua.4 44167 6 SHEET OF 20 4• SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/880 12MIN. BLADE PCE 41 0 HV BLADE 1 40 f i TOE 1A 875'I-�I� •4625' WINDOW BLADE .0625' HV BLADE 1A �Fc oN r_r .0625 .0825 I I' BLADE'S '0 OPEMN .1875' Y ® HV LONG RECESSED NYLON BUSHING ,i xo� 1 n KNUCKLE .0625 ® 3 a (TMP) v o.D62s 9 HV SHORT RECESSED NYLON BUSHING Mei O-p I I FIAT PoR110N R1� 350' HV NYLON HAT WASHER @ OR® rytt g wR ® W WHEEL CARRIAGE AISI 302-303 SERIES { I a .4 '' 40 { n ///e2.750•KEJ % 0.870'x3 16"THICK NYLON WHEEL 3 I { `" IN ' / n I 2 7/8"MIN. FN WIN CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315.0 BPARA�ON ,0625' .0625 3.0 3.7500' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR 7L J . OPENINBLADGS ON 3/4" rF�DDN r_r ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 447 7 5' - �4 I" 2 1/4'CLENR u „� 7 n� ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I _ ti I BETWEEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL ® 00R (a ® or ® N.T.S. (SEE NOTE FOR I I I REQUIREMENTS) I 0 O ® i *POLYCARBONATE IMPACT RESISTANT HV WINDOW { BAYER MAKROLON 3103 POLYCARBONATE I t I 1z"MIN.c ICE RESINS, UV-STABILIZED GRADE OR SABIC * Y TO BLPDE C INNOVATIVE PLASTIC LEXAN 103 RESIN (j)OR ® I i (SEE NOTE 'F' ON SHEET 19). O � { i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 0 � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR l�9 ! POLYCARBONATE SOURCES FOR 44 EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY ,, pTES �E N.T.S. HV PIN @0R®ER AT REFtTmlce (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT BLADE'S KNUCKIL R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ¢0,324' (SEE NOTE* FOR sPCOFID GPAW" ASIM W92 OA43 bAle DOa mM BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. R 3 REQUIREMENTS) mF�6Drdl 'TMP- ITS o i I 1E119LE ni1D SIIaMrH ASTM D 9.400 psl. 9,500 p.al FlEINRAL STRENCTN AT YOM ASN DM 12,500 psi 13.400 pal (3) HV PIN ®OR @W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 i !j EtEXIr Vm US ASTM DM W.=Pa;. 345,000p.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B> 9 nseat SHEET ® i uma m aoD ASTM m56 1e ET-V 17 RT ,A WHEEL CARRIAGE DETAIL SMOKE0E 5` A51M D2813472 z U. s MAC A.T.s. ASSEMBLY LAYOUT PATE OF OM—`GASN D535 O-1 a M o-1 CLASS N.T.S. SELF mHIOPI AM DIM IMT 890'F JIffADE AS,M mss 70?SI ERE Snmtm ARLR WEVIi ASN 618 9302 Psi. 0840 Pal 1 HV BLADE SOLID HV WINDOW BLADE DETAILS �—BEF"'Emvomc I ' 636 8181 P' am paL t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM L E C O �N�. A�S�S�A _ H.V.BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV.N DESCWPTION DATE DRAWN BY. ML *= TIWT TESTING & ENGINEERING COMPANY A TE OF 0AggOClatiOn4 Inc. t 0(D 11-192 4/13/15 DATE.- 4/13/15 355 KW.3618 St.Ra 305,W MMA GAIWENS•HDRNA 3318 Phone:(305)871-1530.Fm:(305)871-1531 4268 Westroads Drive z DRAWING No Cry QRIDP .'�� a-m 1 8tecoOPol.eom West Palm Beach, FL 33407 3 WALTE®A.TI0LUT1Jr,P.E. 4 15-085 P.E. S7�klrgl l��URE/DATE FLORIDA Lie.@ 44167 5 SHEET 6 4OF20 ®•®� ©mow ®•�a ®"' ® *NOTES ON HV LOCKS AND CENTERMATES: A 6 c o 9 •ty•®@ ®*® u x s T U ®•®°"®•®°"® 1 IMNQATOAV CONDITION it ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12''R7 ELEVATION. ANY FIVOVE LOCK or�2MAY OF BE USED AS ANSPAN FINSIDE OR OUTSIDE OR SPANS UP TD OLOCK AND O 0 OR(FOR INSTALLAMONS6 CFIJTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON Q m®� TYPICAL SHUTTER ELEVATION. 2.QE[IQ IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16® LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE --�IY��/1• LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �B F Vfi 3 . 19 (VAUD ONTY WHEN Wpa=CONDITION #1 OR ILIMITEID MANDATORY x II 02 IS USID W/iW0 H.V. LOCICSI: LOCKING ROf� ARE N0T REQUIRED AT HURRICANE POSITION, BUi MAY ° 4 ors 0 an®� °0.® BE USED IF DESIRED O ENHANCE SHUTTER P(R MANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE IND MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATDRY CONDITION h ONE HV LOCK®r�'�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN lays AND INSTALLATIONS AT ANY ELEVATION. FIV LOCK V or®SHALL BE USED AS AN OUTSIDE OR INSIDE LACK, ATTACHED TO p CORNER CENT172MATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.T'WO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xDo—n--. MAXIMUM SHUTTER SPIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. d ® � f � 5. • ONE ALTERNATE HV LOCK MAY BE USED IN DEU OF HV LOCK or FOR ANY SPAN AND O �$�=i; 4 is INST BONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ��� xoo-lNvn zi OF 1%4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t '�EmK LOCKS AT 1/3 OF SHUTTER SPAN. 6.MAN^A70R!CONOfT10N#3 FOR KEYSTONE MOUNTING RMALATOI& ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 94r,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE,END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E N 1 J K L Y P Q R V W X SHEETS 10& 18 TVP.FULL H *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1.SECOND ALTERNATE TO MANDATORY CONDITION+1 VALID ONLY FOR HV'T'LO(3C AND CENTERMATES®AND CEMERMATE a ONE ALTERNATE HV'f'LOCK®MAY BE INSTALLED IN UEU OF HV LOCKS®OR 0 FOR ANY SPAN AND ©cR®°fl©+ INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK®_ttnY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER •AS SHOWN ON SECTION FAVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/410-204'S.S.M.S. INTO A 1/4'0x 5/8'RNVNUT.L CK MAY BE INSTALLED AT MIDSPAN OR 12' 6 oa 6 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. LOCKS & CENTERMATES: 1. mtZ(a: ONE ALTERNATE HD LOCK(ST MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATIO HV LOCKS OR V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3 g8 x 3/8'F.H.SS.MS.'AND INCLUDES REINFORCF]AFNT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE AND AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDI COD ( on High Velocity Hurricane one 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A■ I L E C O .Nc. S■S■A■ Accordion Shutter System FLK MADE#1 W/OR W/O KV.WINDOW MALE = American Shutter SystemsREV.Nk DESCRIFFION DATE DRAWN 8Y: ML .13 a TILLIT TESTING & ENGINEERING COMPANY Association, Inc. T OLD 11-192 4/13/15 DATE: 4/13 /15 STATE OF 6355 N.W.36u SL.St.3>5,w GARDENS.RDRM 331 %��.• Ph..:(305) 30 871-15 .Fo::(305)871-1531 4268 Westroads Drive 2 DRAWING No o-moa:Uft'm ol. West Palm Beach, FL 33407 a ° ��''4ss/�NALE�G•```� WALTER A. P.E. 4 15-085 LTJ+ LNA FLORIDA Uc.®44167 5 SHEET P.E. SEAtf�S�IS i RE/DATE 6 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED .(SEE.SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS 1/4-0-20x3/4-�NE � .5. CONCRETE REQUIRED REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 oNE(SEE MOUNTING®°N SWEET 7) SHEET 13) NUTS® 12.O.C. (SEE SCHEDULE ON SHEET 13) 1' 1� Min. —1/4-0-20x3/4-S.S. " -_ )0) 2OR® EQ EQ CHINE SCREWS _ USING 1/4'-20 NUTS 1/ - - 19 2' r a 12'O.C. /2. © O E D.# .250'Max. -- - 13 fOR __ 3 °R 1$ # .250' D _ __ IT .250'Mox. D'ONAL ii �PTIONAL 11 TO GASi i w1 , MIN.SEPARATION TO GLASS I 7 OR ® 1 T7(5'DNGr(SEE SCHEDULE ON SHEET 11)ENISNNG gy1 1 MIN.SEPARATION TO GLASS I, 1 GLASS GLASS---, r-(SEE SCHEDULE ON SHEET 11) IXC"—' 1 ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE ' MIN.SEPARATION TO GLASS EXISTING y WIL 9 � 1 1 OR i 1 1 1 00STING I -(SEE SCHEDULE ON SHEET 11)- MIN.i ® MIN.SEPARATION TO GLASS , GLASS L 11:BInE tflerD i (SIF SCHEDULE ON SHEET 11) 1 ON 9M 19 R7t m m , H/g5®h® OPTIONALIi ,, 1, //4"Max. HVII o moNAL - 13 oR 1$ E0. F# ii ii Lai D /2. - -- 19 --- EQ EQ 1/ r-- 13°R� 1• -- 12 OR® _ 1/4.0-20x3/4'S.S. Nin. E PHILLI TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS 1�p MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 18 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRf:TE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON (: HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS` INSTALLATION D ETA I LS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D.=EDGE DISTANCE ♦ SEE UMRATIONS OF USE FOR H Y BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. 1111111/17 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM L ECO ,.T:. A■S.S■A■ Accordion Shutter System H.V.RADE#1 W/OR W/0 U.WINDOW MADE American Shutter Systems DESCRIPTION DATE DRAWN BY: M S TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 17-19z DATE,'E 4/13/I5 •• Wm'.I.S N.W.NW36th.St.Ste.J45,VIRGINIA fAfa/FNS.FLOR915 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No G���� a-mail:wt" ool—nn West Palm Beach, FL 33407 3 15-085 ,S/ONALLENIL���` WALTER AUJr1Jr.P.E. 5 SHEET FLORIDA Uo.R 44167 P.E. SEA .E. 6 6 OF 20 IN. CONCRETE ANCHORS ySFPR'"ORRTEOR ®♦ I � MwSEPARATION CNCEE (SEE SCHEDULE ON SHEET 13) 76 GLASS(SEE DUSTING M PAS T REQUIRED EDGE OF -1 1� m GLASS—!I ;(SEE ON _ SLAB IF 1 a SNEFT to FQi i ro ORAS 1 D. APPUCABLE EXl�""ASS� IaAD m414,rj \ rami s1EE 1t ENO /(;I I I 9 ALTER NA i i i 1 i i i i 1 EYJSTING /I ANCHOR 1✓ i LOCATION 1 1 I GLS 10x3/4-HEX WASHER HEAD 1 1 11 I t t 1 1 13 OR 1$ i 3 Mw. TE%SCREWS®12.O.C. EDGE OF 1 xai i J/8 Nw. CONCRETE ANCHORS 8 SIA)IF i ©+ 7 1 (SEE SCHEDULE ON SHEET 13) E i APPLICABLE EDGE OF W LAS t I 't EDGE OF 111 SLAB IF O 1 SLAB.IF t 1/2 1 EDGE OF APPLICABLE tM � APPUrABiESLAB IF ..0. 0. APPUCABLEPOURED M MASS POURED FIAT HEAD CONCRETE ANCHORS tt�EM¢SHEET PoUHED RQUUIIREEDD O CREQUIRm (SEE SCHEDULE ON SHEET 14) UK 5iw to Ern --(DOR ® CONCRETE FLAT HEAD CONCRETE ANCHORS j .AELSmh� REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t ([)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER G HV CEIL G I STA L TION SCHEDULE#3, SHEET 11 6mDNG FmARA xN CONCRETE ANCHORS � _ maws 1 O SHEET 15)(SEE SCHEDULE ON 1/4-e mY EMIl1IX 7APCON W/ (ON SICU 11) O 1 awn s1 i0tp 1 1 1 t EXISTINGADVANCED 7HR5V:0RM - EXISTING—i EXISnNG—j GLASS--� FASTENERS TAPPER.REARS W/ I 1YIE 4PAtUDRN ro aws GLASS t GLASS �(s¢m®1Ae w sm tt) --lO 1 yN,sy noN m 1 3/4-tmt E1EED4ENf u 6' 1 i i 1 1 '�(>g SOEDUIL 01 tt) 1 QC FOR LR TO W-W SPIN AND 4-QC FOR SPANS W1(iR THAN 1.1 1 rT 1 1 I t I -I I 1/4' flll 1 6'-0'AT TO 8•-0-MAIL APPLY 11 SEALANT V-0"AT TO FASIEi fR FEM O 1 (TVP.)(SEE NOTE}}W SIffET 11 1/2- 1 3 OR 15 D! i i 1 WASHER HEAD HE E. FOR WATA 3/8- MAX. I 1 l I YRL 1 l TEK SCREWS 1 1 COM.$EVANi 0 12-O.C. 8 /14x3/4- HEX HEAD 1 �- 1 8- I 1 I I .L .. ... TEK SCREWS®9.O.C_ ____ 1 1 1 I :4. • '{ 1/4-P-2W/4-SS MS OR 1 4-0-20 S.S.M.S. i CONCRETE ANCHORS _ _ 8 + 7O 3/ $14x3/4-S.D.S. VMNC t20 NUTS / t 1 8 9'O.C. -_ Mai. 0 12•o.c W/NUT®9-O.C. I (SHEET14JUUlE ON 1 17aSlwG NON SRLUCNP/L __-___ 17 DR 18 1/2• 1- 17 18 .> WAL TRIM(DECORATIVE SRL) 1 ES�F0141/4-F.H.S.D.S.11 1 7 B- 1 7/8APPLICABLE CONCRETE AN(%10RS O 9.O.C. Ww�OONOLEEE EE NOTE 13(b) EE NOTE 13(b) D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 p, OR CONCRETE BLACK SHEEP 14) POURED CONCRETE ON'SHEET 1 REQUIRED OR CONCRETE BLOCK oPnoNAL POURED-/ REQUIRED ®KEYSTONE MOUNTING INSTALLATION CONCRETE (9 HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM ASA.DESIGN PRESSURE.+64,-72µA R MAXIMUM SHUTTER SAN q4UHY GUARD INS TION t NOTE' NOTE FOR COMBINATION OF SECTIONS: 4 REMOVABLE INSTALLATION PERFORMED E. D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMEATIONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ T HV BLADE ASSEMBLY IN ANY WAY TOS SUIT AANY INSTALLATION.CAN FLORIDA NW FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Q. 4�AA/ ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter Sy stem A S S p FLV. MADE P W/DR W/o RV WINDOW RAM American Shutter SystemsDESCRIPTIONDATE DRAWN F : M.L. T1WT TESTING & ENGINEERING COMPANY o'•, STATE OF 4r, 6y5t N.M.J6 St.,Ste.JOS.vmw GARDENS.RORIDA 3716 Association. Inc. , OLD 11-192 4/13/15 OATS 4/13/15 Pbwe:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No c' R -DO 1:6nexoea.eoD West Palm Beach, FL 33407 J FS ........"N WALTER EB-WO6719 15-085 7,PON Al"1AAYA� WALTER A.71 Jr,P.E 4 FLORIDA Ue.g 44167 s SHEET P.E. S A�''Slu"NA6E/DATE 6 7 OF 20 SEE END WALL N ECTION DETAILS ON Ers 10 & Is `f NSTALLATIONS W/ 1 HV SEE NOTES LOCKING RODS®. ET LOCKS or® OUT 90 I N -IXISRAND ALTERNATE WLOCK®aN SHEET 5. � NG GLASS o **glApE SLACK DETAIL HVF 5 YALO FOR ALL orf/ BLADE W HV CENTERMATES CENFERIMTES AMUCATON WWH RADEo OR SEE END WALL CONNECTION EmSTING CLASS DETAILS ON SHEETS 10 A I O.0 ©+®��«®�®•©� -----------------_--.__—_ --__----_--.__—___---- 2 x2"xl/8-x0'-2' 1 I ®+©ai Q,©°w 19•0$ 3 1/4- 7• 6 1/2- 7' (6063-T6 ALLOY)_M. / ©,® OPPOSING SYMMETRYCAL 2' ANGLE W/(2)1/4.0 TAPOON 1 ANCHORS To CONCRETE I- CENTERMATES CENTERMATES (TOP/BOTrOM)& P10x3/4-S.M.S.0 12- u,, MIN.SEPARATION (4)J10x1/2-S.U.S. To TUBE I O.C.FULL LENGHr. HV LOCK or ! W f HV LOCK To GLASS AT EACH ANGLE(TVP) Z * 3 (SEE SHEESCHET 11) 5 " ® * 35* FIN J ON SHEEP 11) I- ILI ® 5 10 90 --- ©«®�©,�,x®�lo+Q3� ' ® HVB OUT ® a * HVC HVA © 00 00«® ®a 6 + 7 8 l O 0° POURED CONCRETE OR rEX1511NG GLASS REOU ED BLOCK WALL EXISDNG 1 • Sm8 + _ .� --_ O ® SYMMETRICAL 7 C1A55 * INO.O;©°" 6 #O+®�' MIN.SEPARATION 8 +®�®•Q3«19+Q �EXISRN CENTERMATES ©.®dQ,®a®.@, TO GLASS 5 _._J GLASS 1 �* (SEE SCHEDULE HV LOCK 1Lo1 OPTIONAL ON SHEEP 11 ® � * — o (INTERIOR) ®«®°'i Q.©°x�,l'.:l ) MIN.SEPI ARAT70N TO GLASS (SEE SCHEDULE I N OPTIONAL - ON SHEET 11) (IN ERIOR) _____—_—___ ___—_—_ ___--__-_- - - OUT 1 CONCRETE 0 _ 1 ANCHORS m I 16"O.C. 3 VARIES 3 CC77 (/J 90' *' " ® v w ® OUT 6 1/2-WAX.SLACK oUT 5 (E)(fERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone '%%0 111,700011" ©2015 EASTERN METAL SUPPLY,INC. ��,..••• .., r�,,,, BERTHA HVTM ' EN A S S A Accordion Shutter System s 1 L ECO 1 N c. . . . ■ ITV.BLADE#1 W/OR W/0 H.V.WINDOW BLADE • - IV '* American Shutter Systems _ DE9CRPnDN DATE DRAWN BY: N.L. * _ TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF 4 = ` N.W.J6A.SL.St.=,V"ND.C MENS.R-MMA 331 4268 Westroads Drive z •"Abp- Phona:(J0.5)871-1530.F i (305)871-1531 DRAWING No �- 0:un-0-1— West Palm Beach, FL 33407 3 ••...... wr. 5-085 �. G .. A. s '�� � FLORIDAF��OORmLc.B LUT 4167 s SHEET P.E. 97lAb�1�►y,�AiCh�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 2t W 1 HV BLADE SEE END CONNECTION oaps on SHEETS 10 & is INSTALLATION In HV BLADE OUT 1N '��°�"� WADE(Dm"DETNL xw INDICATED DN smax O, '/ HD CENTERMATES �'e-&@4 O ®� AS WELL AS UNIVERSAL r.UA NC WADEWDEFNL H0 . ®10• INDICTED ON 71119 SHEET.NAW I USED SHE nos ALTERNATESEE END WALL CONNECTION INsrxunoN arAa c s1+Qwx IN tNtS sNEEr. 10• DETAILS ON SHEETS 10 & 18 NK.IEr.1 t/IY DPCON , y P�©•® * ; * '( I (aP-NAL) 4 (amoNAu- -- (!)110:,/r Sxs ITT ho.e/4•suso 12• ---- --T ------- 3 Ar FAOI alar DTP) O.C.Hilt l!)adR /(Y I N (4)H.V. FIN (1)N.V. NNio QA4 t 30 HV "T" PNs(7TP.) T3/!• PNS(1TPJ s (sT s— E 5 a 3 LOCK (INSIDE) 1 y cw sexT t) ® 5 1 2 29 1 1 1 5 3 OUT 31 ox 32 K 3 31 ox©2 31 ox 2 35 31 ox©2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (Omoru) *SEE NOTE 6 FOR HV LOQ(®• * W/ 7/s"0 x 3/32" WINGNUT. (aPnaNAL)HDB-HVB OUT HDC-MVC r Lax,ON sHEEr 5. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ LOCK INTERIOR HVG* W��,',�' LOCK (EXTERIOR) - �-` 1'SERIES 9!!!HUYRNY ,C� SHEET ha SERI, ARTLARGE FLUKE n1N HERRY 10`m®°"®'may'"'©•®"'®� SHEET NMANUFACTURED PART A DEL TE ORN.PARSPP B/NEW JERSEY WOO O1,PEQUAI-Nf,NEW JERSEY ©'O•©m©•O'®a 07054 OR EQUAL e.®�®•®��•Qa©•® _ 3 1Q �`sEE NORs m uxtaNc�Q a,m®lava aN 9sE'r s �--Q **1tft76AL aaAmla tAAOE�DETri Ntz,-Hro a wn Rxt Au mrtww,s APRIGR014 enx[AAOE O HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. \10 EN BERTHA HVTM L ECO N�. A.S.S.A■ Accordion Shutter System FLV.flME#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems REV.x DEs MMON DATE DRAWN By N.L TIWT TESTING & ENGINEERING COMPANY �'• TATE OF :Q� VIRGINIAAS90CIatiOny Inc. T OLD 11-192 4/13/15 DATE 4/13/15 •,. G(z 633 N.W.3:( 5)L.Stn SS, F. (.3CL5)8 1-153 3316 ip-F�•UHIU" nte�� PAone:(!0.5)071-1530.Faz:c305)871-1531 t Pal W Beach, Drive 3 DRAWING No ••','.,• G\C'\�� a- ®L 6 l•roa+ West Palm Beach, FL 33407 s 719 IONAI E�t0 WALTER A TLTT Jr.P.E 4 15-085 FLOROA Lie.{44167 5 SHEET P.E. SE�1tI9�ATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR IXISTING GLASS j _O 2"MIN EXISTING GLASS e 16.O.C. MIN.SEPARATION r 7— 2'MIN. TO MASS(SEE i MIN.SEPARA710M S(� 7E ON SHEEP MIN.SEPAWnOIR ;i �Ft SEPARATION Eo EQ TO GLASS(SEE 11 FOR BLADE OAND TO GLASS(SEE I 70 GUSS(SEE l SCHEDULE ON SHEET 1/16k3'MAX. ON SHEET 19 FOR SUHMUL1 E®�SHEET 11 SOM)LILE ON SHEET 11 FOR E1IADEOAND (6063-T6)CONT. BLAOFS(1)&®® / \ �BlAD0d0 FOR 1/2• 1�BLADE FOR ON STEEP 19 FDR ALUM.CLOSER T� 19 (LOCATE AT HIDES Ohl PLATE (LOCATE 1/2 HADES O& FIRIER SIDE AT EITHER SIDE MIN \ OF O) 1/2•MIN. OF 4) I &USE 1'OR 2'MAX. "S.M.S. I _—_-- (AS APPUCABLE)x2'x1/6•x0'-2' I #1130/2-z _—_-- a 16"O.C. ALUMINUM CUP ANGLE 1 0 16'O.C. 4 \ / (6063-T6 ALLOY)AT MIDHEIGHT 4 \ / (2)1/4"0 TAPCONS ANCHO&TO 1J SEE DETAIL X FJ i OR EITHER SIDE OF(D)CATE AT ) OR SIDE CONNECTION Q(( ® SEE OETAtI X FOR fO R TO TRACKS � SEE DETAIL X TO 4 SIDE CONNECTION ® ®"LJ'�°'8 •®m 6• 7 m 8 10 m 6 7 m e 10.®m TO TRACKS m 6 7 m 8 0. Om®m®'irl,_©•®d, SIDE CONNECTION ®m0 Q �� ®m ®"' 10• TO TRACKS �•®m®'®"V''®mC7'C7 �•®m®`®m�`®"�7'C7Q ®m®'®'�®•®mV"C7 END CONNECTION DETAIL 10 END CONNECTION DETAIL 2� D CONNECTION DETAIL 3 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR ————J�IXISRNG GLASS CONCRETE BLOCK WALL— EXISTING S G 4 4 REQUIRED 1 1 2 S.M TO� (SESEPARATION E 91 ®16" .C. MAL SEPARATION Y ________ ------ ------- SCHEDc ON SFEII - TO GLASS(SEE � 6 OR®OR�OR 11 FOR BADE OAND CONCRETE 1/2"MIN. SCHEDULE ON SHEET ----�- ---- ON SHM 19 FOR ANCHOR® - 11 FOR BADE OAND 5CONCRE11A0E5 D&QA 12'O.C. �& - - ---- 1 oR oR aR 1 0 MIN. __ I 4 1 2"MIN. 6 OR 2'MIN. gLAOE�SEEAONNSHEETOF U79 SE FOR OR 3 OR�OR�OR@ VIEW ?ORDETAILL--POURM CONCRETE �' O O Om0 ®m®m©Om® 10.®m CONCRETES BLOCK WALL 10 ®m 6.7 m 8 10•®m ,®m®•®m©.®m ALLATION REQUIRED '°m®m ©•O'®m©•O`®m (�HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(5) '®'®'®m®'®'®® 6 p•®m®.®mom.® � END CONNECTION DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A•r�� �'i ©2015 EASTERN METAL SUPPLY,INC. ,�Q�•• -' BERTHA HVTM •' \GENS •.� ASS A Accordion Shutter System L E C O . . . ■ H.V.BADE#1 W/OR W/O KV.WINDOW&ADE American Shufter Systems • TILUT TESTING ENGINEERING COMPANY D1xl6Pr1DN DATE DRAWN 5V M.L do STATE OF :C, MI 3 .N. 6th.St..Sle.305,VMGM GMDDS.F1INffi� Association, Inc. + OLD 11-192 4/13/15 DATES 4/13/15 6355 N Phone:(305)871-1530.Fox:(3°5)871-1531 4268 Westroods Drive 2 DRAWING No ., OR ,- 8:tnt—Goolsom West Palm Beach, FL 33407 3 /ONA��NG����•` W�FB—OM719 P.E 4 15-085 '�/ tt� FLORIDA Uc.d"167 5 SHEET P.E. 'TILFp9AA1fURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE 3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND ' OT (ft.). FOR INSTALLATIONS&®or or OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS ' CENTER INSTALLATIONS W/ yy 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 ®W/•NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M, N, O, P, D, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tI) (VALID FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt) SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X / ��LL CONCRETE&W000 MOUNTING WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR CEIUNG: MAXIMUM CONCRETE&WOOD INSTALLATIONS O uAwuw N MAwMON CONCRETE & M GIVEN A POSMVE A.S.D. DESIGN PRESSURE RATING, wsO.DEvcN ASJ DESrA INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RnmMOUNTING RATPiO & ROM FUDDR/CEILINC MOUNTING GWEN A NEGATIVE A-S.D.DESIGN PRESSURE RATING, ft w')) 11) FLOOR/COLING MOUNTING (*P- ) ELO ALL MOUNTING OR DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE L+ (ft) L-(R) L+ (0) L-(1t) L 4 (fl) L-(fl) L+ (R) L-(IV U MAXIMUM SHUTTER SPAN •L+•OR'l FOR 30 OR L 16'-O' 16'-O' 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINEDSPAN BETWEEN Z+'AND-L-•_ 35 14'-10' 14'-10' 15'-2' 16'-0" 35 14-10" 14-10' 35 15'-2' 16'-10" 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 1 13'-1• 13'-1' 13'-4' 14'-3' 45 13'-1- 13'-1" 45 13'-4' 14'-3' 1' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7• 50 12'-5- 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 11'-t0" IV-10" 12'-1' 12'-11' 55 11'-10• 11'-10' 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4• 1V-4' 11'-7' 12'-4' 60 11'-4' 11'-4' 60 1D'-2' 10'-11" NOTE J5.SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11' 65 10'-10" 10'-1D` 65 9'-5' 10'-Y DETERMINE:, LI+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9' 11'-5' 70 10'-6' 10'-6' 70 8'-9' 9-4' L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1• 10'-1' 10'-4" 11'-1' 75 10'-1' 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN-L+"OR INSTALLATIONS. 80 W-10' V-10' 10'-0• 10'-9' 80 V-10' W-10' 'L AND MAXIMUM A-SD.D61NG PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6' 9--6' 9'-9" 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5' 10'-1" 90 9'-3" 9'-3' SHALL BE UMITID AS FUTONS: DETERMINE: g - 9'-10" 95 W-0" B'-9- 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 8'-9• 8'-4' 9'-0' 9'- ' 100 8'-9' B'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING(R)ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9'-4' 105 1'-7' 110 F1'-4" 7'-7- 8'-7- 9'-2- 110 8'-4' 7--7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3' 8--4' B'-11' 115 e'-2- 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t1+', '2+', 'Ll-"AND'L2-' 120 8'-O- 6'-11' 8'-2" W-9' 120 8'-O" 6'-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-10' 6'-8' 8-0" B-5' 1 125 7'-10" 6'-B" ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8• 6'-5' 7'-10' 8'-1' 130 7'-8- 6--5- PR ESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2' 7'-9' 7'-9' 135 7'-7' 6'-2" WIND ZONE SPAUNG. 140 7'-5' 5'-11' 7'-7' 7'-6- 140 7'-5" V-n' ASTM E-1996 SEPARATION 145 7'-3" 5'-9• 7'-5' 7'-3' 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7' 7'-4' 7'-D' 150 7'-2" 5'-7' 155 7'-0' 1'-5- 7'-2' 6'-9' 155 7'-0' 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2- 7'-1- 6'-7' 160 6'-11" 5'-2" 165 6'-1 O" 5'-1- 7'-0- P5--5- 165 6'-10' 5'-1' 170 6'-9' 4'-11" 6'-11' 170 6'-9" 4--11' 175 6'-7' 4'-8" 6'-9- 175 6'-7- 4--g- 180 6'-6- 4'-6' 6'-8' 180 6'-6" 4'-6' O H V BLADE 185 6'-5- 4'-6" 6'-7' 185 6'-5' 4'-6' 190 6'-4" 4'-5' 6'-6' 190 6'-4" 4--5- 195 6'-3' 4'-3' 6'-5- 195 6'-3" 4-3' 200 6'-2' 4'-2' 6'-4' 200 6'-2- 1 4'-2" 205 6'-1• 4'-1- 6'-3" 5'-1' 1 205 6'-1• 4'-1" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. U111N:TI N" BERTHA HVTM L E C O N�. A.S.S.A. Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE • _ American Shutter Systems EV.W DESCRIPTION DATE DRAWN Br.WAaY. G. *r TIWT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 11-192 4/13/15 DATE: 4/13/15 6355 N.W.36th.SL,Ste.305,VIRGWLA GARDENS.FLLRM 331 ? — - Pion":(305)871-1530.Fm:(305)871-1531 4268 Westroads Drive 2 s '': S �f4A- c-m is tilt-0.0— West Palm Beach, FL 33407EB- s DRAWING No WALTER ATBLNiJr.P.E. 15-085 F �` FLORA U.y 44167 5 SHEET AIGO E/DATE s 11 OF 20 :.1. ..h.•' ;lq Dili cultimmejol Jlla' �7.}. . . 111 'I�.'� :11. , h : :�•F• • :?.S•.• . • .II. ,1• •i •. :al .: h••h:it r.a. , •. a• SOMME I m®©©Dm©®®©©©Dmm®®®©D©©B®®®©©©©mm®©©©©m©®m© �0mmno"v"mmmv000v mmmm"ovo mmm0000Q mmmo"vom""""""v© mmmn"""nmmm"""n" mmonvommmnvo""mmmn"oo"on"n"""o mmmoo"o©mmmo"oonmmmon000mmmnon"©mmmo"nv""n""nn"m mmmoonnnmmm"n"n"MOM m00000mmmvoo"vmmmo"000"nnnnn.. �mmm""ovommmo"""ommmvoov"mmm"ovoommmQovmon""nno 0 mmmoov®ommmn0000mmmo �vommmon000mmm000noonoonnm© mmmoo""v mmmo"on"mmmoonv"mmmoo"vo mmmonnoo nnn""no® mm0onomommm"v"ommmm000""mmmnm000mmmo®moo"n""mm=v mmmvoQ®ommmo"oommmmvoon"mmm000�ooimmm""nno"" ' mmmo"mvommmo"omommm000v©mmm"v©oommm00000"nn""Ea©v • mmmo""vv mmmn"oo®mmmoo"v"mmm000vo mmmoo®oQ"nn""mmo �mE313 Enmmmmmmmooomommm000nommmomvoo�mmv0000000000n®®m comma"©oommmv0000mmm000mmmmmom000 mmom000coon®mon mm on©oetlmmmoonoo mmmnnoom a•mmo©ovo mmmonmoo ononnomo ®mm0000 mmmnamvom®m00000mmmn0000mm0nomoonoo"""Mu ' mmmo®oommmmon000mmm""" mmm000mmmmv voo"""nm©mo mmmom�oo mmmono0o mmmvoovo mmm0000 mmmmv000 n"n"v000 Mmmmom©vommmvo®oommmono"ommv00000mmommovo"no®mmoo M mmmvovoonnnn"moo CNIUKU" mm®KOMME mmmmmmoemmm00000mmmm®ovonnom0000 ' mmmm®000 mmmv®000 mmm00000 mmnovovo®mm©0000"mm�v000 mmm oovvmmmoEn IMMMm00000mmm©0000mmmom000"n"n"o"n ' mmmv0000mmmv®OOOmmmom000mm®00000m®m"mono"nm"©000 mmm00000 mmmvv000 mmmonoov mm000000 mm"m 000 n"nmm000 mmm©mvvommmnm000mmmoovoommov000 mm000000a"mm®000 mmm©mono mmmom000l mmmoovoa mmvovvom�®asm©vvo"n"nnmmo mm ©0000mmmo©000mmmnv000m�©00000m�omoovo""ommmoo mmo®©ovo mmaav©ovommm000vo 000000 mm®oe000 o"m"©000 mm0000vomm0oommommmunman m©0000n�mm000000nnnno®o mmov0000 mmmvo mmvv000m mmm00000 mmmoovee�movovomo�m000000 onovm000 mmmv000ly mmmvoovommmov000 m00000vo mom000voo ppv®mn000 mmm00vOOmmm00oR70mm�000O0mm0000vOmmmuss= i7000n"OD ' mm©00000mm"vvonommmv0000mm00000mu�m000000""mm0000 mm©00000mmm00000mmm00000asa00000 MM RM 0 • , O mm000000 mm0v0000 mmOiiO0v0 0®000000 Om0NUMBS"mmm©o0O mm000000mmovnovomm000000mm000000mmo"0000"n"n"©mm ' mm000000mmovdvoomm000000�molvovoomnooRONonnno®000 �• : .. � mmoov"oomm0000vomm000voo�vovv000m0000000""mm0000 �mmv000vo mm000000 mm000000 vov0000v v"ov0000"n©n000a • • • mmovo"vomm000voommoovvvom000000vmm000vomonon"m000 ' mvv00000mm0000vommvvvovo oovovvom®00000 "m©on000 m®000Qoommv0000o mm"000vo�ov000®o�"00000 "nn000vo m000novom0000000mov00000®"vovoo�•®voov000mmmn0000 m00000aom0000000m000v000m0000vvom000�ao•ao"nno0moo m0000000mv000000m000000 ovvvvouvoov000nom®©000 mov000vomvvvovoom0000000�immv000ao0oov0000"m"00000 ®moovovvom0000000m0000voovov000vovv0000000mm00000 , movvooQomovoAvoo 000vvoom0000000m000voov""nm"000 m000000o moovovoo moov0000 mov00000 m00000vo oomomooe 0 MAXIMUM ANCHOR* SPACING ten.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS I;G.&H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FOL4ffD BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.Ac-3 k6i) uAxiwItIiM @WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCOH WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER.(MN.Pc=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS._AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Mm./'e=3 ksi) (R) kSA®L NOSAM FR64u@ RMM 0E99N 116AhE B✓FA1-RAMIG OES&T7 NF7AIVE Fll(SAl1S PANG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DRECT,INC_(MTA.re-2 ksi) 30 140 60 175 TAPCON OR BLD 120 160 205 30 4O 60 75 90 12D 16D 2D5 30 4O 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTUREDENSE BY POWERS FASTENERS,INC.,AND DISTRIBUTED THE BY All POSH SCREW.SYSTEMS BOLT&SPECIALTY u t2 to e e s s 55 14 12 10 9 B B 6 6 14 12 1D 9 8 e 6 s THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEIMS ASSOCIATION.INC. 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 6 (MTA.rc=3 ksi) DR LM 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 ALL FO1NI5 SOLID-SEE BLUE TAP'W/CAP N0T6: L4_12 10 9 B B e 7 14 12 10 9 B B 6 6 14 12 70 9 8 8 6 8 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 35 14 12 10. 9 8 8 8 6 14 12 f0 9 e B s 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR OWE TAP W/CAP ANCHORS IS 1 1/2-. 4•-0- 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 109 8 8 6 55 14 12l0 6 6 8 6 4 14 12 10 9 6 B 6 4.5 14 12 10 B 8 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NOEMBEDMENT /4 12 10 9 e 8 6 45 1a 12 10 9 e B e &5 14 12 10 8 e 8 8 45 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST,AND 14 12 10 9 75 55 35 - 14 12 10 9 8 8 6 5 14 12 10 9 e 7 55 4 SFE LNITAI1016 OF USE FOR Y MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 B 8 8 6 SS 14 12 10 B 8 6 6 45 BADE®ON SHfF3 19 5'-0' 14 12 10 9 8 7 4 - 14 12 10 B 8 65 5 35 14 12 10 B 65 5 3S 3 A3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 8 B 7S T5 - '2 14 12 10 9 8 8 6 45 14 12 10 9 8 6 4.5 75 ANCHORS 5}1!lll.BE LONG ENOUGH TO RFACN THE MAN STRUCTURE BEHIND SAID WALL FlNISF,ES.ANCHORAGE SFViLL BE AS INDICATED ON 14 93 75 65 4,5 14 12 10 9 6 75 55 4 14 12 70 9 8 8 45 35 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOIlf METAL STUDS CONSULT THIS ENGINEER FOR 6-0' 14 12 10 9 B 8 14 12 t0 9 8 8 6 5 14 12 10 9 8 65 -5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 14 12 10 B.5 7 55 4 3 14 12 B BS 55 4 3 - 14 12 10 9 B e 14 12 10 9 8 85 5 75 14 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLGCK:(ASTM C-90) 14 12 B 65 55 3 14 12 10 9 8 65 45 .5 14 12 10 8 7 5 J5 3 - 1/4'0 TAPCON OR TAPCON WTDI ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUDDER 7•-O. f4 12 10 9 8 B 14 12 10 9 8 7 3 4 14 12 10 8 75 5.S 4 3 1/4 0 BLUE T CONCRETE ANCHORS W/CAP AS MAN4oO x-3/4"ALL POINTS SCUD-SET ANCHORS.AS UFACTURED BY FLORIDA BUTED BY ALL FASTENERS DIRECT.SCREW.BOLT&SN GXALTY COMPANY. 14 12 10 8 65 4 14 12 9 75 6 45 35 - 14 o5 7 55 45 35 - - _1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,MTD DISNERSTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 7 85 7 4 14 12 10 9 75 55 4 - 14 12 9 7 6 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC.14 it 7 55 45 - 14 12 f0 9 75 5 4 - 14 ,2 9 7 8 45 38'-0' 14 12 10 9 8G.5 14 12 10 9 8 6 4 - 14 12 10 B 65 5 3.5 - NOTES: 14 12 85- 7 55 3 - - 14 12 8 &5 55 4 3 - 2S 9S 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCDN,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 12 95 7.5 8 - - - 14 12 95 B 65 5 - - 14 12 B 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 9S 65 5 3S - - 14 12 10 5 65 5 - 14 12 8 65 5 4 9,-O. 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 85 7 55 4 - - &2)MINIMUM EMBEDMENT OF 1/40 X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL iff ENTIRETY EMBEDDED RlfO THE CONCRETE BLOCK_NO 14 115 75 6 { - - - 14 '11 7 55 5' 35 - - 11 8 55 4.5 ZS - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 a 65 4S - - 14 12 8S 7 55 4 - - 14 105 7 55 6 4.5 - - EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCO_ 11.5 65 55 4 - 14 12 9 7 6 4.5 - - 14 11 7 55 45 35 - 14 12 10 9 75 - - - 14 12 10 B'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 105 7 5 3.5 - - 13 95 6.5 5 4 3 - 10 75 5 4 J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 5-5 - - 14 I1.5 9. 6 5 4 - 25 95 6 5 4 4 NOTES B.7)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. O.5 B 5 - 14 12 8 65 55 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO EFS WITH'METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9- 7 6 4,5 - - 14 105 7 55 4.5 35 - 25 95 5 - 12 9 6 45 4 3 9 7 45 35 3 _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF Tiff ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5 85 5.5.4.5 75 - - - 9.5 7 45 - - 14 115 75 6 5 - - 12 9 6 45 4 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - - 14 12 8 65 S5 - - - 13 7O 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115&5 4.5 - - 11 8 55 4 35 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ,JS 95 6 - 13 9-516.5 5 4 - 05 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 55 45 - 11 B5 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE USS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 6 45 4 - - - FACTOR O5 8 - - - - - - 10 75 5 4 3 - - - 7.5,55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ zs&5 - - - - - - 12 9 6 45 4 - - - ss 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 13 95 65 5 - - - - 05 75 5 4 - - - - V BLADE OR DICTANCE THREADFORM TECHNOLOGY 41N.SPACING 14'-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 85 5.5 4,5 - - - - ED. MIN.SPACING=3' MIN.SPACING-3' MIN.SPACING-3 1/2' MON.SPACING=3' 3 3/4- 4- 10 75 - - - - - - 9 7 a5 ss - - - - 7 s 35 3 - - - - 1 HV BLADE W POURED CONCRETE& EaRD�E �E aDac PouRED CONCRETE a pOUREO CONCRETE a 1 IjtrOIEFD m1rnDE oaume EM 15 B - - - - - - 11 8 5.5 45 _ _ _ _ 9 65 45 - - - - - V WINDOW MCONn EOL ETE sow M9a Fb=J,/z M9L FA.21/2' uK Ewa-3BLoac CONCRETE-331 Ma EA-3 1/2 TOL Ea.z 1/2 75 - - - - - - - 12 B 6 - - - - - 95 7 45 - - - - 14 - - - - - - - 3.s ,o Gs - - - - - os e s - - - - - BLADE WORKING 3• t.D o.90 1.0 o.7e t.o oe4 t.o 15-0' 9 _ _ _ _ _ _ _ 85 65 4 - - - - - 6.5 5 3 _ _ _ _ 2 1/2- - 0.81 1.D - - 0,87 1.0 - 0.5 B 5 - - 65 6 4 - _ _ _ _ IN UNISON ♦ 2- a71 os, _ _ _ - 15 85 55 - - - - - 9 65 45 _ _ _ _ _ 1 3/4' - 0.91 - - - 0.43 - 18'-0- 14 - - - - - - - 25 95 fi - - - - - 10 7.5 5 8 8 6 4 6 4S 3 - 95 - - - - - - - 95 7 s - - - - - B 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `AAAI p.TIL(/I�7j�A ©2015 EASTERN METAL SUPPLY•INC. pENSF J�` BERTHA FIVTM = IL E C O �N�. A Accordion Shutter System .�j H.v®.ADE#1 W/OR W/O RV VANDOW MADE American Shutter Systems ZEV.W DIMCRIPTION DATE DRAWN BY: ML Ir TILLIT TESTING & ENGINEERING COMPANY STATE OF :�` 6355 N.W. 6m ,�.VIRGINIA � FLORIDA,, Association, Inc. 1 OW 11-192 4/13/15 DATE: 4/13/15 Phone (305)871-1530.F.:(305)871-1531 4268 Westroads Drive 2 DRAWING No ®til sOa9ol.wm IR West Palm Beach, FL 33407 3 15-085 AigA7FSlONA� TILT` �RRIDAAu 144167LLIT J, E s P.E. 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DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (III,) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. NEG-ATTVE &S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). !EE3 U B !EF3"T'FR AT E SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH P N. SPRUCE PINE SPRUCE PINE 1/2' MIN. COX DO/LAS FTR YO FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G=0.50 W/ MIN.G=0.43 W MIN. G=0.36 MA1mIw SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W& X W & X p &'Q S&v S&V S&V BAA WM Iii K Ras f((4 Ua0WMKRMffWGW 31111DAINMIESEUREM9 amLB9A N9oM Iffi9ff EIeG(yaI 8901 NONE R♦1915 DE6C(FfI B.m1 N9UK 1R19M ROBU IAT) MI BUM f="6 M D92r NBaaE Ra9FF BUTG(pd) 0M&=R91 KW M EM IEGAE AISLE 30 40 1 60 75 90 05 30 40 60175 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 65.30 40 60 75 90 105.30 40 60 75 90 05.30 40 60 75 90 05 30 40 60 75 90 05 -0'OR LESS 12 10 110 9 B IS 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 70 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 • 5'-0' 12 10 10 9 8 8 6 6 6 6 6 .5 12 10 10 9 8 B 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 B 6S 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 fi .5 5 4.5 12 10 10 9 6 .5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-O' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 d S 12 10 10 7 .5 - 6 6 6 5 4 3S -6 5 4 4 - 12 12 12 12 12 12 12 12 12 72 12 0. 12 12 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 70 10 8 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 8 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 72 12 1.5 9 7.5 6S 9'-O' 12 10 10 5 3.5 - 6 6 5.5 .5 3, 3 12 10 9 4 - 8 6 4.5 4 3 3 12 70 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10,-0 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 - 6 5 - 12 12 12 12 1.5 9.5 12 12 12 I0. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- 6 5.5 3.5- - 12 10 - - 6 .5 4 - - 6 5 - 12 12 72 12 10 8.5 12 72 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4S - - 6 6 41- - 12 10 3.5,- - 6 5 3S- - 12 10 - - - 6 5 3.5- - 6 12 12 1.519.51 B 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0' 12. 10 - - - 6 6 - 1? 10 - - 6 4,5 - - 12 .5 - - - 6 4.5 - - - 6 4.5 - - 12 12 12 O. 8.5 7.5 12 12 10 8 6.5 SS 12 0.5 7 55 4.5 4 14'-0' 12 f 0 - - 6 5.5 - - - - 12 7 - .5 4.5 - - 12 7 - S 4.5 - - 6 3 - 12 12 1219.518 6 12 12 9S .5 8 4.5 12 9.5 6.5 5 4 3 15'-0" 12 - - - - 6 - - 12 -I I-- - - - 5 - - 12 - - - - 5 - 6 - - 12 12 11 9 .515 12 12 8.5 7 6 4 12 9 6 5 4 16'-0" 12 - - 6 - - 12 - - 5 - 1. - 5 - 6 - 12 72 0. 8.5 6S 4 12 12 8 6.5 5 T3 1 8.5 5.5 4.5 3.5- 1 n HV BLADE OR n HV BLADE W j �1A HV WINDOW BLADE WORKING IN UNISON ♦SEE 11 ATION6 of TAE FOR tIlH1E�ON SHFLT 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2 W/G-055(N.DS) -1/4'a TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BUILDDL W/MIND8IM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE FINE FR NORTH W/G-0.43(HOS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(KD.S.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE E U.SHEET 17 ASHALL CONSIST OF -MIK 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY,INC. 111111111EEHyEA /� �+ BERTHA HVTm . ._ ,%� IL. ECO INC. A.S.SI.A■ KV.MA #1 W1 Accordion ShutterO . VANNDOsWya�m �• $butter Systems EV.N DESCRIPTION DATE DRAWN BY: MJ.. TILLIT TESTING & ENGINEERING COMPANY r,ln dQ16� 63M N.W.36th.SL,St,.345.MRGNIA GARDENS,FLORA 1716 Association, Inc. i OLD 1T-79z 4/13/15 DATE: 4/13/is Plano:(305)871-1530.Fax:(30.5)871-1531 4268 Westroods Drive z DRAWING No • e-moil:Blt,eo®oolcom West Palm Beach, FL 33407 3 CC EB-0006719 15-085 WALTER A.TT Jr.P.E 4 STATEO RLNFLORIDA Ve.f 44167 s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & A HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH Ry BLADE 1 NLY SHALL WALL FINISH BE IED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR .S D DESIGN SU FOR IN5TALLATION -WITH BLADE 1 & A WORKING IN UNISON _ YAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Nin.PENETRATION OF THREADED AREA TO EXISTING ( MLN.SEPARATION EXISTING WOOD HEADERWOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO CLASS(SEE t 1 I ) OR (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4"S.S.MACHINE SCHEDULE ON SHEET \ OR�. - it 18 SCREWS W/1/4"-20 NUTS 11 FOR BADE ORV-- ~— at SHEET 18 FOR 1'Min. EXISTING I MADEsO&Q� .�. GLA55—� WALL I I I \ —OPTIONAL WALL _- ?;;::`.• WALL II p EXISTING MIN. lr' FINISH (N 1 27x4'WOOD -3 IXISTLNG MIN. (}RWpI oR® HEADER REQUIRED \ 04"91 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2• EXISTING I&L SFPNWTIUi I I I --OOR HEADER REQUIRED I I ) Min. PENETRATION OF THREADED AREA TO GLASS--1 TO GLASS(SEE EXISTING WOOD HEADER. 9 MIN.SEPARATION TO SHEET 1 �—1 EBLAUEmAPD EXISTING P--(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR GLAS" 2'x4'CONT.SILL 1 MARES O&® PLATE REQ'D. (�HV WALL HEADER INSTALLATION @HV WALL 5ILL IN ST L 0 MOHV WALL HEADER INSTALLATION1 I I EJDSDNG E ll MIN.SEPARATION TO GLASS 1 1 MIN.SEPARATION TO GLASS 1 GLASS---1 I EXISNNG —tSEE SCHEDULE ON SHEET 11) 1 (SEE SCHEDULE ON SHEET ll)— G NNFF--�1 NTN.SEPARA770N TO GLASS 1 f ) GLA55� x IXGLASS-1 I I x wooD PP,&j(SEE SCHEDULE ON SHEET 11) 1 1/4.0--20 x3/4'S.S. 1 r REO'D. �� • �, < 1 MACHINE SC RENS I 1/+-0-20x3/4 S.S. \ 1 I I 1 MACHINE SCREWS W/ I I USING 1/4'-20 NUTS -20 NUTS m 12• T ; 0 12 O.C. 34' WALL \ :'- FINISH I I O.C. I I y I I OR® "'t-'• _ 1 OR 2•x4•CONI. WOOD PLATE I REO'D. N Q 1'Win. \ 1'Min. 1 _ NCED OR� T H READFORMM TECHNOOR LOGY W/t 1A 1/2" 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCED 1/4'0 TAPCON OR N2iE: W, REQ'D.LATE _ EXIS(SEETING HEADER. 15) Min,IE FORM TECHNOLOGY W/1/2' TAPCON WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL Min.PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORM TECHNOLOGY SHUT1ETt ASSEMBLY. Y (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' t/2 MIN.CDD �`` WALL FINISH STUDS® 16'O.C.MAX PLYWOOD REQ'D. W/1/2'Min.PENETRATION OF 2—MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REQ'D. WALL FINIS THREADED AREA INPLYWOOD COMBINED IN ANY WAY TO ATIAC HED TO STUDS IN PLYWOOD TD BE TO(SEE SCHEDULE ON SHEET 15) SUIT ANY INSTAUAATION. BY.WALL SILL INSTALLATION ISTING MIN.2'x4'STUDS 0 16'O.C.MAX.REQ'D. ATTAC PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMAATIONS OF l E OF ©HV WALL SILL INSTALLATION FJ3.C. BASE aN SHEET 1 FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ""t1T11111111""'Y BERTHA HVTM I L E C O N�. A.S■S.A. Accordion Shutter System z H.V. MADE#1 W/OR W/O FLY WINDON StADE p!,q ; = American Shutter Systems (V. DESCNP ION DATE DRAWN DY: KL*_ TILLIT TESTING & ENGINEERING COMPANY ASSOCIation. Inc. 1 OLD 11-192 4/t3/t5 DATE. a/t3/15 *: _ 6355 N.W.36tlt St.Sin.305.VRG011A GPRDENS.ROA OR331 ,� Phone (305)871-1530.1-:(305)871-1531 4268 Westroods Drive 2 - DRAWING No S �- T:6w 1t�®o .Wm West Palm Beach, FL 33407 3 •'• F P,.\ACI EB-0006719 =��iG�•. �o Rio .G�\\�: WAL,ER A„LUl 3�.P.E . 15-085 FLORIDA Uc.8 44167 5 SHEET 6 16 OF 20 not INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & a HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE Cj ONLY SHALL BE LIMITED TO 105.0 12sf. A.S.D. ESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WNL.FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4.0 TAPCON OR 2'MIN. TAPCON WITH ADVANCED 4'x8'(Min.)EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) W/1 1/2'Ain.PENETRATION 1/4'0-20x3/4'S.S. OF ECfUHAL ROSTING OD BE' OF THREADED AREA TO T• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY FJN POSTING WOOD HEADER. MACHINE SCREWS EXISTING WOOD iN Alin. REGISTERED ENGINEER OR (SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO TRUSSES OR 19 r O 1z'O.C. SNI)TTQ2 WSTAUAnoN. 1/2 RAFTER o 24' O.C.REQUIRED 1/4.0 TAPCON OR OR 1 TAPCON WITH ADVANCED EXISTING SOFFIT •257• THREADFORM TECHNOLOGY 3/4-Max.THK. i Max. W/1 1/2'Min.PENETRATION C B14x3/4" Q EQ 'x4•.1/8'CONT.ALUM.TUBE N ;') OF THREADED AREA TO S.M.S (6063-T6 ALLOY)W/ OPTION^L IXISIINC WOOD HEADER. 8 6'O.C. (3)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 1 or 0 or 1© I 1 or 1 or 1 EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD i EXISTING MIN 2'x4' 1 I MEMBER.(2'Min.NOMINAL IXISnNG--�I HEADER REO'D OPEN HOLE AT EACH W701H)W/2'Min. GLASS )� MIN.SEPARATION TO GLASS IXISTINC I STUD TO ACCEPT i f PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) CLASS I 5/16'0 LAG SCREW PRFA.VALID FOR 1 ' AT CENTER OF TUBE ltl{ILLRI]i 3 INSTALLATIONS WITH 72pd I e0r_ I MAX.AS.D. OESIGN LOAD AND OS HV WALL HEADER INSTALLATION I6Q nxEw(�sELT ro NST°AunnoNSIS ONLY VALID ")11 Eat BA26 m r, • I''�'�ON I FOR WOOD W/MW.SPECIFIC I w SIa1T t9 Fat O OR® ")11 FDR 14/4E— GRAVITY OF 0.50 AS DOUGLAS NOTES: 9�m k® I g�m�® ♦ FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUT7IF ASSEMBLY OR® OR EQUAL 2-NOUNTINO SECTIONS CAN BE COMBINED IN AWNAY TO SUIT ANT INSTALLATION. OT HV CEILING INSTALLATION U. V CEILINGN I STALLATION NR SPAwm 1 OR 1 • I I TZAR GASS s� I SEPMARATION I l EE SCHEDULESEPARATI To GLASS -1 TO MASS I I (SEE SCHEDULE ON SHEET 11) IXCI�5\ .I iR!9EF719 wR I SEE SCHEDULE EXISTING 1 \I a'�ma� ( I I GLASS—) 1 111 � ION SHEET 11) � � I I i i a ) I ANCHOR I I I 8 I I \ LOCATION Exsnhl FlNIISSH I I 1/p• ©� 7 I 3/8 #IOx3/4'HEX I 2'x6'MIN.WOOD Mox. I II�1� �WASHER HEAD TEL( DECK REQUIRED I�-;;:';:'.;�?<•�-'�;; 13 OR 2'x6'MIN.WOOD 1 SCREWS®12'ox (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) 1 2' 1' OF EDGE OF DECK 19 EDGE OF DECK DECK IF o IF APPLICABLE IF APPLICABLE 1/4'0-20x3/4'B.S. _ ���LL �- 1/4'0 TAPCON OR 1, PHILLIPS TRUSS HEAD 2 — TAPCON WITH ADVANCED M'n' MACHINE SCREWS 1/4.0 TAPCON OR TAPCON WITH ADVANCED 2k4"CONT. THREADFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2' IN. SILL PLATE - 1Y 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED /1 1/2'Ain.PENETRATION ® IV O.C. REQ•D. TECHNOLOGY W/1 1/2'Min.PENETRATION OF TIiREADEU OF THREADED AREA TO AREA UL EON SHE WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA 70 EXISONG WOOD HEADER(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHElT 1s) •SEE UMITA710N5 OF USE FOR (X HV WALK—OVER INSTALLATION QV HV 'WALL SILL INSTALLATION SEED ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��•A�SER A Tj� ///i ©2015 EASTERN METAL SUPPLY,INC. BERTHA HV,M A S S A Accordion Shutter System I L E C O �w�. H.V.HARE#1 W/OR W/0 H.V.1MNDOW aADE American Shutter Systems TiLLR TESTING & ENGINEERING COMPANY Y DESCRIPTION DATE DRAWN BY; ML z 9•. A, :�` SW N.W.36th.St.Sts 505.VIRCM GORa16,FLORM 3316 Association, Inc. , OLD 11-192 4/13/15 DATE 4/1.3/15 Phone:(x5)671_1530.F.;(WS)371-1531 4268 Westroods Drive 2 DRAWING No �C�` e m is 6lle00000l.wm West Palm Beach, FL 33407 3 /ONAL ENG3A`3` WALTER ."Do 7f1J,P.E. 4 15-085 P.E. SESIMAYURE/DATE FLORIDA uo.B 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'. NOSYAK WOOD SISOY1 214'Ott WOOD 2'. YOL =DS REWO. 1 4. 21P IRI. '% x x \ / W t 1/Y Iut 1u11 \\ % SIUD9 ON W/Y,L IIM91 1/3 f42a.TM1 1 \ / FINM 10 1/2•IDA FOQSnNC(2A55 ` / \ h •RWOOO iuO•oastRl oOSlmc clws �ws�wc a lSs i \ . IDGS c GLASS / \\ /� \ 1/Y Yat.COA / \ �a�' - 71 Yai StPARM 0. 'N GLASS(6+E _ a 4 R.� 50 D�vI a (•� 1/2•Iax.mm am(SM SSE.mM ' If MR BME TOMOwu Qrnrw �'�5'�' 11 �� Rte' n�omIs M x•uw. VLRE DAIG1 -U. noDlsmsLry I eMssmelA uUrHER� f JINN 2SMS. 016 JIMI/2 -—- AY11MOy ,yL1t -r O.C. •SYS 016 D.C. -,_-- �(B)06�1a NtOA AT I�mmW��R 4 F'I'V ur�m6a�4c1a1d.D 5 4 om1�c WA 1 OR(r s¢DEAL z Fo 1 OR�� 1 OR SAE COtOIECRON 6 1 OR®� ro i9or2cs �-©O+-a®®- IX7roNlLT ON Q-Q•Q-8 f .®- / 707W42Ci ® ��®�©•Q�'©'®- END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL LY6RNG •MOLOWD DM1 fOR W—OMATIR T 12'-0- 2'a4'IGR.WOOD t/t-0 T/PWII N1R10R5 511A5 R W/1 1/Y YK 1/d•,RFfDiI MW2A] �10i1/Y �oasnNc ClASS� fF21ElAA11011 0 12'0.G N/1 1/2•YW. 016 0. IAa 5F> 14TEIPAIIM o 12'oe. m cows m ♦ SEE LIMITATIONS OF USE FOR Mra � t/z•um. 1�ue a 4 4 BLADE BON sHEEr 19 6DroFnAE a s�elr 5 a CD ----- 11 fIR BKE(D O µ ---_ 04 SHM 19 M iA +2 �-(®OR(90R@ 'YIf 4 a �: 6 CROOR�OR ®.�aQ•Q.Q.®.®- IYfl RI®1 216'Yat Wo(D ©OR®OR(gOR(D VIEW Y S OS RFD'D. oM91 .�s®.®v©.©- PLAN DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,1(\(111111 1 11111/// _ 0 2015 EASTERN METAL SUPPLY,INC. ,�N ..... .<<!1 . BERTHA HVTM _ 1 L E C O ,Nc. A.S.S.A. ACE#1 W1OR Shutter System H v. , w/ow/o KV.YANJOW MADE � T1WT TESTING & ENGINEERING COMPANY American Shutter Systems DF3C FMON DATE DRAWN BY: M.L. *_ Association, Inc. 1 OLD 11-192 4/13/15 oarE 4/13/14 rAr�of 6115 N.W.36m.SL,sm.soy,V RMNN GARDENS.I1DRN.331 4268 Westroads 1Drive z 0.•. �, Phone.(305)871-1530.Fax:(305)871-1531 DRAWING No �ORIDp 't� e-_I:bjt_00A.COM West Palm Becch, FL 33407 s 'psis ' `(j�` WALTER A LUr1 Br.P.E. / 5—O$rJ P.E.Qsilo •EN 111 FLORIDA U.d 44167 s SHEET AJ AL l RE/DATE 6 IS OF 20 "Y.l'"L:l"©m® • GENERAL LDFTTATIONS AND CONDTi10N5 OF LICE FOR BERTHA. wOMgNG IN 1.MAX ASA.DESIGN PARE RATING:+110,— 110 p f. 2.MAX SHUTTER SPAN:96' nF 3.ALLOWED MOUNTINGS:A D.G&H ON SHEEIS C 7;AS WELL AS MOUN ENGS M. O,T,U&W ON SHEETS 16& 17. f ONLY CEEDDTERMATES METTB (BOTH W/�4 OR 2�1 ARE AI.L04YED WTDi 2�1 Oa®� % 5 OCYOIlr,(SSV L1IN UST B INCLUDED ONL'AT EXIERIOR`�ACCESS SIDE OFF OPPo NG 16 CINEERMA EYP.EA.EDD 5.(A)HV WINDOW BLADE&S}Wl ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINDOWS o. • , OF MINANY 3'OCLEARANCE��BBOTTOM EDGE OF W WINDOW BLADE ALLOWEDAT HV vi WINDOW BLADE (C)FIRST OR Lf}�f BLADE COMING OUT FROM STARTERS AT ENDS WAY BE HV WINDOW BLADE 1V/1 (D)Hv WINDOW BLADE®MUSr BE USED ALTERNATE TO A SOLID W BIPDEQI THROUGHOUT SHUTTER'S WIDTH. ♦ • , , (E)C O IN TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOL ,i ♦ a�E BLADE 1 AT ETTHER SIDE OF THEM. SEE END (F)POLYCARBONATE IN WINDOW®SHALL BE INSTALLED m so Trl4 TABS FACE THE INIEROR OF.THE OPENING BONG PROTECTED.W WINDOW Ny MUST BE CONNECTION • , ♦ ONLY INSTALLED AND LOCKED USING A Hv SETTING TOOL PROVIDED BY ASS& DETALLS ON SHEETS �� $ 10& 18 EYP. 3� f INC. FULL HEIGHT. AS y) 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z 1 P lP 4 �? BUGS N SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES iv _ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABCNE). LI LI (SEE e.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: P � D H 7YP TOP LAN& BOTTOM REQUIREMENTS) tY 1 ®pn� WIND ZONE MINIMUM SEPARATION TO class NUMEfED W 1 119LU 3 1' ELEVATION MN.SEPARATION TO GLAD EXISTING Gutss— Ss E ON SHEET 11 FOR BLADE G) a --- Arm ON TMS SHEET FOR RACES(D& ------------------ -------- EE�`=-------�----------- --------------- 5ALTERNATE OPPOSING_CENTERYATES 2nt.© / 4(EEITTERIOR ONLY) NP. 1 \ 4 AND WIC^AOR _ (SEE NOTE 4 ABOVE) 16 ) 1 / �ec ./ --- —P. ENTERW/ ANDW/ NafE 4 ABQJE) PLAN \\TYPICAL (1n HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1�A SHUTTER* N.T.S. FLORIDA BUILDING CODE(yon High Velocity Hurricane Zone `AVV7111111111111AA/a 0 2015 EASTERN ACETAL SUPPLY,INC. BERTHA HVTM E p g g p Accordion Shutter System KV.MADE#1 Wi OR W10 KV.WINDOW RADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems ?EV.N ptseRIPODN DATE MWN BY, M.L. �'. STATE nr = Avis H.W.3M.St.,Sm.soy,waxam GNtoTN6.FLORMk ins Association, Inc. 1 OLD 11-192 a/13/Ts DATE 4/1a/1s r .�� Phono:(30.5)871-1530.Fw:(305)871-1531 4268 Westroads Drive 2DRAWING No e-m t nTL.�01— West Palm Beach, FL 33407 3 EB-0006719 15-085 4♦♦�ss/ w`Cj\\ WALTER A. Jr.PP.E. SHEET P.E.�A3GA 1TUICE/DATE FLORIDALOu`.c.f 1 44167 5 19 0F 20