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HomeMy WebLinkAboutProduct Approval l'i2...rYi Al(J,lr Ofir4m] aCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us SCIS Site Map Links Search Florida Product Approval USER:Public User lx Product Approval Mtng>Protect or Application Search>Annii¢atiun List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 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 frodriguez@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 0 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 12/31/2019 Validated By John Henry Kampmann Jr. W Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC DRAWING 17- 102 CERTIFICATE OF 1NDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/1712017 Date Approved 12/12/2017 Summa ry of Products FL 4 Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)DrawingO 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC_ Approved for use outside HVHZ:Yes INC, DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASO load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 RII AE AMERICAN SHUTTER SYSTEMS ASSOC_ loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PO Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum Interlocking blades retained by tracks(top I(Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER TEMS.INC. Approved for use outside HVHZ:Yes DRAWIN(3 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM-PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASO load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 RIJ AE AMERICAN SHUTTER SYSTEMS,INC. conditions indicated on schedule#1,sheet 12.And 12'-3"for DRAWING 17-102 PRODUCT EVALUATION REPORT.PQE 30 psf positive ASD load w/o window blade and I5'-5 for 30 Created by Independent Third Party:Yes psf negative ASO load for HV2 — I sheets number I an 28A of Installation drawings for othe and pressures, 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks_J'-*� 110, Only(HVHZ)-Drwg#17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCO&WDX3Y_Sj..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. F5"' IND Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports For 30 psf ASO negative load depending on centermates and F[185Q Z11 AE AMERICAN SHUTTER SYSTEMS ASSQC. locking rod configuration for the HV1 blade,8'-0"for+64,-72 INC DRAWING 17-122 PRODUCT EVALUATION REPORT psf load for HV blade for Keystone mountings 7'-0'for+75,- Created by Independent Third Party:Yes 75 psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. IFE_.k1 Next- contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Copyrialit 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 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 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 am a licensee under chapter 455,F.S,,please dick tiltre. Product Approval Accepts: Rol U3 NAq E;l M Credit Card Safe GENERAL NOTES L BERTHA".V'ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E�E&bHAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH CITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620or ' WI THE ABOVE MENTIONED CODE,FOR A BASIC ND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED LWTH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE UAY.IMUM (A.S.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 FIRST REDUCED TO A-S.D.DESIGN WIND LOADS -AREA—l�-W BLADES(1)& a BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE IV/MAX.(A.S-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY 71-AT ANCHORS ON'THIS P.E.D..AS TESTED,WERE NOT OVERSTRESSED.A 33 Z INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS II USED IN THEIR ANALYSIS.BE SYSTEM COMPONENTS 1-20 SHEET 2 N.V.ACCO ION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND BERTHA SYSTEM COMPONENTS 21 37 I'D LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL - SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-d4 SHEET 4 -MV BLADE(D 00214.01-03,#0715.01-03,#1004.01-05.11214.01-05,10317.02-06,10609,01-10 AND 80210-01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS & 11220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2! W 13LADE(D AND HV WINDOW BLADE (1k -HV WINDOW BLADE (g)#0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APP LICABL 2.HV BLADE(2)AND HV WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 �NSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks!TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MAN-Hr MINIMUM I ON DETAJLS G-M. CONCRETE/BLOCK SHEET 7 S.BERTHA N.V.ACCORDION PINS(MV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 14XI.75 RESPECTIVELY.410 INSTALLATION A 'ROVED COATING APPLICATORS.REGISTERED I'M AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE RV MARKING ON THEIR MEW. UFACTURED By CENTERMATE DETAILS HV SHEET 8 PP CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 19 31.7 kII AND 35.7 ksi FOR 6005-75 ALLOY, END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 W,MOIL TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BLOLDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTU A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ke,MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W SLADE(D 12.13.14,14A. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A W BLADE(E) WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 16'779,552.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 &X.WOOD EASTERN METAL SUPPLY,INC. SHEET 18 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMIMN,THRU FASTENING IN CONTINUOUS CONTACT WfM THE BUILDING TO PREVENT WING/RAIN INTRUSION, AREA 3: W WINDOW BLADE A ON TO.EACH UNIT LIUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.-DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL MV AND No CIDMRMATES AND ENGAGE OR LOCK ALL W AND No LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER UANUFACYURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA BUILDING CODE,ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED 114 THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION AREA 4: W WINDOW BLADE(1)ONLY WHERE PERMIT IS APPLIED TO. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE:SITE CONDMO14S DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P,E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DCCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (0)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. ALL ONLY BE USED to (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL OBTAIN PERMfTS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.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. (0)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. "A FLORIDA BUILDING CODE (High Velocity HUrricone Zone) 0 2017 EASTERN METAL SUPPLY.INC. HVTM Accordion Shutter System 3 BERTHA-HV /rlLlEC0 ,,c.;-\ A.S.&A. RV. SLADE#1 W/AIR W/o H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems PEY.N. DESCRIPTION GATE I DRAWN SrM.L. 4n 0333 N.W.aso,St.,St,.355.�Glf$M"ROINS.FLOROA 33106 Association, Inc. I OLD 15-080 08/02/171 DATE: aa/02/17 log............. Phone:(305)871-1530.Fa,:(305)871-1531 42'8 W..t R—ds DrIVe 2 r 111-0.0— West BeItch, FL 33407 — DRAWING No AL P'" 3 WAIT EB-00067 I Jr,P.E. PI (800)432-2204 . Fox: (561)209-8380 ER A.TILLIT 4 17-122 P.E.SEALJSICMASUREJDATE FLORZA Lk.#44167 5 SHEET 6 1 OF 20 gyp/ .-3'4 FOR-NMJ MADE `es r VARIES 1918' 5.491• 0"T w5 \ aW. III 01 i E I 4.371' �� j a 54. j x.385, i 4v `s 4.857' C j 4.944 I HV SOLID BLAQE (3).HV UNIVERSAL FLOATER a_s. if r w HV 90'/J80' STARTER VERED UNDER US PATENT # 5458 QDAHV BL JQR USE W/ UFtED FOR USE w/ HV BLADE ;HV DIRECT HV BLADE DE'`,1 1 Al D • 6005-T5 ALLOY AND TEMPER "QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 1@ ON SHEET 19 6063-T6 ABLOYD AIN TEMPE •373'•" r.m, 6063-T6 ALLOY AND TEMPER 3.226, 1.500' �o N! (Tris) j ?ej�, .70" ;a, z,67o 3.556" 1 1.000" . y 994" .670 .226" .:I 072 i i8r 4Z i' 'o L �L � �D4.1157' N r •� * �y .815'1 2.092" ! n R. �j ^ --"'------------------"I D072• L7)HV ADJ« ADAPTER W/LIP 4.436- ......... .436' I f1zo j 1.37' °'072 _II '3.226' QUALIFIED FOR USE W/ HV (8�HY WALK-OVER TRACK - C6)1 BLADE Cl- QUALIFIED FOR U E 17 HV l9 HV TRENCH TRACK :�:-zs5• ,•,5°- 6�HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER / BLADE t QUALIFIED FOR USE W/ HV QUALIFIED FOR USE Wj HV 6063-T6 ALLOY A 0 TEMPER BLADE�ONLY. 110 HV RAINGUARD BLADE I.!.�' .rr+ »? 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6°63-7'6 ALLOY AND TEMPER VARIES 1.936" (� nomBLADE R eyj 1' 1.915• �� 1 VARIES 1.938' 5063-7'6 ALLOY A D TEMPER 1.917' ? i q? f -i 11-W.11•.--" 083'_Low $i .._083• o, .0113" .033' .093•'6 mi ,a`o'i j nl 1 --il-- z+ 1 .100" "t i Ij a n. .125" m' .060" n• g .060• of n 670'15 `8 1 Mi .04' 1 .093'of 41 .060' I .DED" ! 1.686' a @Z1A. 1 670' .520' 3.529• I � •6,7,-0". d��. (12 HV HEAdER/SILL I 352°'�g 115 HV CEILING HEADER / .131 HD CEILING HEADERfSILL Q(T)CUFIED FOR USE W/ HV 81ApE i}ONLY, QUALIFlE 606�RT6 ALLOY ANO�EMFER�ONLY QUALIFIED FOR USE t'!/HV BLADE(i j ,'I`• HD WALL HEADER4S-ILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV V 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. � 6063-T6 ALLOY AND TEMPER COMPONENT A a TI T2 MN.X MN.Y MN t f -tett X Y t 2" ls'r.1AY..i 1/8' t 1/9' > 2' ; 2' j0.125" li L j j /� i! _ 3- 3- 0.090' e I ' V81 I 2" 5'MAX. 0.192' 0.192^ (1) SIDEN�GLES U91 zs^ T MAX. 0.150" °.lso QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 20. CORNER POSTS BLADE III QUALIFIED FOR USE Yrj HV ( TUALIFIED FOR USE Wj HV 6063-T6 ALLOY AND TEMPER BLADE L ONLY. , 2' 5'NAX.�O.I39"j 0.131' BLADE D 6063-T6 ALLOY AND TEMPER �-' t 1 6°63-7'6 ALLOY AND TEMPER,wi;"'»>.«, FLORIDA BUILDING CODE High Velocity Hurricane Zone( i? ^Sj�+�� ©2017 EASTERN METAL SUPPLY,INC. �,,; ` :��; .; •.�� BERTHA HVTM I L��COI �� , ��., Accordion Shutter System H.V. BLADE#1 W1 OR W/O KV.W NDOW BLADE American rr�fiShutter Systems REV.Ne DESCRIPTION DATE aRAWN tTX N1 s (+ TtLUT TESTLNG & ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 8/02/17DATE: 09/02/17 'f••. J I l E;OF 6335 11.N.15",S1..SW.305,KRWMA WDENS•"RDA 3316 4255 West Roads Drive 2 Pho :(3D5)87t-1330.Fax:(305}871-7531 aiC'w'•."(�ft}1} ;'.44 y}\ e-mail:t6leee0am.com West Palm Beach. FL 33407 3 DRAWING No -< � t•\'!�11\ Ee-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 WALTER A TILL1r Jr.P.E. R,E,'Stur+aICTPTjTJ.IREl/DATE FLORIDA Uc.#44167 6 2 SHEET OF 20 ,�,,, • 4.660' t/4'-2CRYj2; tja'-ID 4.575' ,n J45' 2.293' i O.JJ4` B+JCEO PAINTED /4;;,2o 745"?,Zg _745" I I0 ! I 59T�r75�� THREADED-' / HDU91N0 ENAA THREME I -OI£CAST toso�o• (2r BAKeo N S. ..£CRESS TttiUt�., KNOB. i6?. .062" I ni \ —'O I ,3 9' m a; o. 1 o ! z L BRASS c7ur '\-BRASS CYLINDER °17,.'.1/ �\ ! D 4S4'0�1 I• N Y �: U D(CHRONf (CHROME PLATED) (EV HV CENTERMATE " '— �—!�= . �r( wl �.•�2} \S. p0. ' \4.0: 1.325" HV LOCK CC QUALIFIED FOR usE w/ HV BLADE C)&(CX,ONLY HV FLOATING CENTERMATE y% j L— _ ° �" 0 679" QUALIFIED FOR U E VI/ HV QUALIFIED FOR USE %V//W 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE(1)& 1A)ONLY a-i —.-! BL.ADE�,c>`it ONLY. BLADE 1 & fid Y. 6063-76 ALLOY AND TEMPER (23) V OR E (,' T E '� `A� T- QDALIFIED FOR USE Y1/ HV BLADE(I)ONLY 290'O.O. ,../'' I S182. 6063-T6 ALLOY AND TEMPER PSC Hao 1.7561- .92 I 4.045` 2 MO — SCREY 173" ryBEFORE RIVETING RV E1Nc2.079' P-1 1-51 160- " 20x 3/4'4BSCEWS . HU1J40-20 IIVVNUT* a SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FW;OE THIN 2,750' I �• 2.76p" I • mi ( SHEET NUT$ERT,PART f 0820.AS MANUFACTURED BY AWE. CHERRY TEXTORN.PARSIPPEINr.NEW JERSEY 07054 OR EIRVAL PENT ELEVATION 28 HV MALE "T" LOCK CENTERMATE 4.556 t—f LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE JONLY 129, my FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 USE AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 10ONLY QUALIFIED FOR USE W/ HV BLADE(1;IONLY V,/HV BLADE I I`•�ONLY. BLADE C)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" 1.91 T 3.161 T— �n 1.03 a3z r T,no i�I i ; I II -THUM6TURN .063 .062' ''L�:< # ,_.',062- ` i I i CYLINDER OR N .214 -+-� ����/// KEY CYLINDER 18 .945" .405 31 D M 0 0 L�i2 ND CENTERMATE W/ LOCKING G ROD QUALIFIED FOR USE W/ HV BLADE(q&&(tA " QUALIFIED FOR USE W/ HV BLADE(t & 6063-T6 ALLOY AND TEMPER `' 33 HD CENTERMATE'S INSERT I 6063-T6 ALLOY AND TEMPER g$ VARIES, 12'MEN. QUALIFIED FOR USE W/ HV BLADED&(1A' j 4i 1,130- 6063-T6 ALLOY AND TEMPER I 1/V 0-20 SS.CA 3/8'0-16 @ ! - I -THUM6TURN ACETAL THUMRSCRENS. i I " '•' CYDNOER (SEE OEWtS) I I 001 1 i OR KEY r �119• ;1.97 1.617: CYDNDER �, ,.76'13ax. i oI (g LOCKING ROD— _ J L,379'0 J L-1/4'0 ® L'-D--1••=�'-a »1 QUALIFIED FOR USE W/ HV BLADE-,lN 36) HV 3,/8"0-16 ACETAL '371 HV 1,[.4" 0-20 AISI 304 BY REGENT HARDVARE MORASE_LOCKS SERIES_2333_HOOK.,SOLT_LOCK_ - 6063-T6 ALLOY AND TEMPER `'� THUMBSCREWS '�?ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEC)& 1A,) 355)INSTA.LLATION WILL REQUIRE'A 7/16" HOLE QUALIFIED FOR USE w/ HV 13LADE( r QUALIFIED FOR USE Wj HV BLADE D ILLED AT TRACKS FOR PROPER EMBEDMENT of+++%+%A+Jr,.� FLORIDA BUILDING CODE (High Velocity Hurricone Zone 11.•\�l\L•t•yj�l��,`+a- ®2017 EASTERN METAL SUPPLY, INC, BERTHA HVTM 7LTE � ■ ■�■�•�,■ Accordion Shutter System H.V. BLADE#1 W/OR W/0 RV ADE WINDOW B •"' t American Shutter Systems REV.No DESCRIPTION j DATE DRAWN 6r: M.L. TILLIT TESTING & ENGINEERING COMPANY o AfI`p!� , ��N.W.Sem.SL,Ste.3w."Beau CARBONS.nOWDA SJi6 Assoclation, Inc. 1 OLD 15-080 8/02/17 DATE: 08/02/17 Ph—:(305)871-1530.Fan:(305)871-1531 West P m B Ro, F D'iV0 2 DRAWING No Lr`^••. R t�.•'T,yb i• a-m D:tIteeoaaol.eom West Palm Beach, FL 33407 3 ............. L•• }y17i111 WALTER A0006719LIT P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 P.E:•SF j��J;GNQTUIZ�/DATE FLORIDA Lie.(1 44167 5 SHEET 20 SHUTTER ASSEMBLY SCHE5=75T] HV 12�""MW.�WCE Q HV BLADE I40 41 i I' TO BE ERGE T-P 1A 'w WINDOW GLADE X625" .0625' .6625r KV BLADE 1A :'t BLADE'S .0625— 1875' Y 14V LONG RECESSED NYLON BUSHING KNUCKLE 0..0625" (typ) HV SHORT RECESSED NYLON BUSHING 0 CE RI.7iOOf,- HV NYLON HAT WASHER JIAT PORTION_ (DOR 3750, Z/ HV WHEEL CARRIAGE AISI 302-30.3 SERIES 02 0.870"x3/16" THICK 14YLON WHEEL. r— 2 7/8'MIN.1 W WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS CLEM I 4315*0. 1 SEPARATION 1 030 -3.7500* BETWEEN II o -S' ON C � BLAZE fn I . 1 .0625, @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR 5 3/4' OPENIN S ON CENTERS sFcnn .7500' T Al HV 2 3/4' ACCORDION PIN IV/ #8 HEAD 41 5-0 :t 2 1/4-1, ELEVA1104 RESISTANT HV WINDOW F'vi CLEAR TYPICAL HV W I I NDOW BLADE AND TAPS POLYCARBONATE HV WINDOW DETAIL POLYCARBONATE IMPACT RESI ab @ (DOR @ OF 43 (SEE FOR EQ I 111, REMENTS) (DOR POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC 2-MIN.CLEAR-jlCE tjy PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FORY f. I TO SLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). w in Hy CIA OR (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR LL lJ POLYCARBONATE SOURCES FOR(9 Hv @ BLADE. LY EXTERIOR IVICAL MIMES; APPLICABLE RESULT TYPICAL SHUTTER SSEMB �r 71 STANDARD HV PIN OR(p AT (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXT a RIOR 9 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 00.324-1 BLADE'S KNUCKLE, (SEE NOTE *FOR S'ECTR:CRAW" AM 0792 o.00 b/o, O.oco IA�' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04� @-fJ 4 REQUIREMENTS) HECK&1112141 TDMUE MUD SMFJ;M AM owe 9�400 P.�� 24-Co P..! T rUD"" STRDWH AT YELD ASTU 0790 12-M-J. M,tCO P.1. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL WOMIU$ AM D790 34O.COO A. 31S.O00 PER DETAIL X, 0, SHALL BE USED FOR DIRECT MOUNT INSTALLATION NOTCHED QOD ASTU 0226 to FT-Ib/b 17 ff-lbt. SHEET WHEEL CARRIAGE DETAILASIU DIM .7.2 x 64.5 f W S. #FEMBLY LAYOUT PATE OF 5U.M0 Asia 0635 C-I CLASS C-1 CLASS S. SOLT'w"I ASM 01929 IM'F gas ASTM CISS N 2 840 R"! —— - A-I' '' M"MTR-1 e461 P.&L Cato p..:.v I. Q-) HV BLADE SOLID QA' HV WINDOW BLADE DETAILS TEOPLE STRESS BEFORE VFAnMT.G Astu 635 N.T.S. -n -tFLORIDA BUILDING CODE (High Velocity Hurricono Zone) (9)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM, Be" 'T q o ,.,. A.S.S.A Accordion Shutter System R L E '7 KV. BLADE#1'W/OR W/o kv.wbow BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN By. LLL TILUT TESTING & ENGINEERING COMPANY lg� �"')F Association. IWC, I OLD 13-080 08/02/17 HATE- 08/02/17 i- 2 A X5355 N...36s,SL,St..'05.MR01.WDOM FtMal fibraph..:(305)871-1530.Fax 1(305)671-1531 4268 West Rouds OrDRAWING No TT .M. ............ -moo;Oft-occol.cem West Palm Beach, FL 33407 3 S, E8-0000718 Phone: (800)432-2204 . Fax: (561)209-838 17-122 WALTER A,T[LUT J'P.E 4 P.E.;i5d:/SIG-,'ATV9ty6ATE FLORIDA Uc.1 441 67 5 SHEET 5 4 OF 20 "311. *NOTES ON HV LOCKS AND CENTERMATES: 3D-03'w �T�Jw1Sa+85'«11�21m14:4+ 1. MANDATORY CONDITION#11 r11 ONE HV LOCK�4 or 2S SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN r '• "_ I—'L7,�3j p°".J• 5: OR 12'ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALkAnONS T ANY N ELEVATION.HV LOCK IU or 25 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 2j;OR l t1 13v i I II 9'�f'.w)�„�Ia Z CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON I "��. TYPICAL SHUTTER ELEVATION. 1 nrf I hi I I I I n I I 1 2. DNDITION 12 ALTER'A”—1 MAN CONDITION Jj MUD QI I ATIONR. TWO HV LOCKS(g¢OR 2S OR ONE HV LOCK 12q OR Q VJ{TWO i US mt,ja 1 5 LOCKING RODS 3�5 AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INAT"LLATIO AT ANY ELEVATION. HV LOCK 1?4 OR SHALL 8E ATTACHED TO 21 OR 2 CENTERMATES W/ SAME SPECIFICATIDNS AS PER i6°`�4-\ �- MANDATORY CONDITION #1. LOCATION OF LOCK7LOCKSAS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. Da-NVd I 1 i 'M' 3.OPTIONAL C,,ONDITION #1:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF.LOCKS TO CENTERMATES� 1 At �-;! OR�2 SHALL BE AS INDICATED ON NOTE(1)ABOVE. -12 OR -SO-O�loa�? II-`i'' r-E-'°s 6�`�5 LOCA-ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONOMOON 412 (VALID ONLY WHEN MANDATORY CONDITION #1 OR LIMITED MANDATORY CONDITION 12 IS USED WmgQ H.V. LOCKS): LOCKING RODS 5 ARE N07 REQUIRED AT,}1URRICANE POSITION, BUT MAY o BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 56 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Vry� NDC-NVC 5.1AA1?DATpRY CONTKTiON 3 ONE HV LOCK y g[q5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 124 or 25 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED 70 3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 315 -� E EoH 3B ! V AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. CJ I j t MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I / N ( Es on-Nvo � ���- 6, g4ST A_ITERN�TO MANDATORY CONDITION 11 VALID ONLY FOR NV LOCK�,A6 W/SWMETRIC�i CENTERMATES f I „ i Es QRS'2:ONE ALTERNATE HV LOCK Q6,MAY BE USED IN UEU OF HV LOCK 241 or 25 FOR ANY SPAN AND 1 1 I KS�s' = INSTALLATIONS AT ANY ELEVATION.AL'T`ERNATE LOCK C6 MAY BE USED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-204/4'S.S.114UMBSCREW TO fj:OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. 1 1 i RNNUT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i LOCKS AT 1/3 OF SHUTTER SPAN. I 7. MANDATORY CONDITION 43 FOR KEYSTONE MOUNTING wsmixnws, ONE HV LOCK if or 2S or @ SHALL BE SEE END = I l ! sx USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION ONNE TI NN& p F E N I K L N j P o R v w x TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK A. or Z5 or as MAY BE USED AS AN INSIDE OR DETSHEETS 10 ` OUTSIDE LOCK,ATTACHED TO ta,or Q2 SYMMETRICAL CENTERMATES Vl/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. 18 TYP.FULLIT 17 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SS W/6 HEIGHT' x-35. OF CORNER OR it,TOP AND BOTTOM IS COMPLETELY MANDATORY. 1�R° � /�+ CENTERMATE *N E 0 V LOCKS* S' {T L10RI(>10R(0+7+C7 C8 1-1�''•7131OR '' 1.SECOND A17ERMAIE TO MANQATOU CONDITION 11 VALID ONLY FOR HV'r LOC4 60 -6ND C MATES gB AND �-,, a_ONE ALTERNATE HV'T" LOCK S MAY BE INSTALLED IN UEU OF HV LOCKS OR QS FOR ANY SPAN AND v't S)°R r_7 f-3 `oR INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK __jAAY BE USED AS AN INSIDE OR OUYSIDE LACK.ATTACHMENT OF LOCK(i0 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 0, WHICH MUST BE 06- C7) ()oR(6.) 2)--18;- CONNECTED TO CENTERMATES Z8 AND @%,W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32` C8 WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4"0x 5/B'RIVNUT BLOCK MAY BE INSTALLED AT MIDSPAN OR 12' ,05 nsj�R( �-�'8-C8",•c��-aR MANDATORY- 08 e» $�e5 +Ii 3;DR(91'0 5?tet s IeR i2.51� *NOTES ON HD LOCKS & CENTERMATES: WI ND CEIITTERMATF$,,, t OR�, W t33:ONE ALTERNATE HD LOCK L4 MAYBE USED IN UEU OF TYPICAL t9) HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR QS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 641 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK ty'-'TO d3 IS W/3#8 x 3/8'F.H.S.S.M.S„AND INCLUDES REINFORCEMENT INSERT 63;AS SHOWN ON SECTIONS HDB-HNl3 ANDYIDC-WC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIM61A BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'35 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (High Velocity Hurricone one 111'V�•1,•••.••,,•�r/1,�"•M m 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTIA 1L E C O ITlit. A■;�■ ,A■ KV. H1 OR Accordion Shutter System x H.V. BLADE#1 W/ W/O ND0w RAM ' "�°: `r'T��� •'^� Annerlccn Shutter Systems REV.N. DESCRIPTION DATE DRAWN Dr M.L. • JA� j '"1 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-060 8/02/17 DATE: 09/02/17 •,rt•• t^/ ���"• y 6355 N.F.35th.St.Sle.305,NRO—CAROM.FLORIDA 3319 S 4268 West Roads Drive Phcne:(305)971-1530.Fox:(305 971-1531 2 a-me ,_cSS, •••.:.;. •'�,` 1111 a:taleca0aW.— ) West Palm Beach, FL 33407 3 DRAWING No /ONAL t�A 11I EB-0009719 Phone: (800)432-2204 . Fox: (561)203-8380 4 17-122 WALTER A TILUT Sr.P.E. P.E.SEAL/51611AN9E%;ATE FLORIDA Ue.(7 44167 5 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE,BLOCK� POURED CONCRETE REQUIRED r-•1/4'0-20x3/4'S.S. CONCRETE \ REQUIRED tCONCRETE ANCHORS CONCRETE ANCHORS i ItACHiNE SCREWS REQUIRED '� !-7 E SCHEDULE ON !• -"- CONCRETE ANCHORS f.SHEET 13) (' ! SHEETS�1�& i4A}ULES N Y 'NUTS 1/4'-20 CONCRETE O.C. (SEE SCHEDULE ON SHEET 13) ' ! 12 0ft2 �!' - - I min.• 1/4"0-20x3/4'S.S. --2 oR1$ I--EO-rEO MACHINE SCREWS -E0 EO-tI 1 USING 1/4'-20 NUTS ____ I 19 J /2• - I I @ 12'O.C. r.250'Mex. ' ` »___^_1 rill,' :� 13 oa 15 ! --- b ��rm� ]3 oR 15 1 ;E.D.+ � ; 'N,4 IIS E.'D.• Li;m_ r 250' ' , I t ^.250"IAax, I Idax. D.` -OPTIONAL OPTIONAL IIS• iii;—� c TAN.SEPARAMON TO GLASS(SFE MIN.SEPARATION , 11 FOR EON 11AN0 i 1"OR i At+ I CLASS FOR M aV :ET �� � EXISTING (sEi:HE EDT 11)ON I 1 ON SHEET 19 FOR , MIN.SEPARATION '" t11 I SHEET 11) EX ON i I I 1 GLASS-- ✓ix. BLADES•1}& p TO GLASS GLASS= 1U _t E (SEE SCHEDULE ON + EXISRNG SHEET 11) . (A. G` HV WALL HEADER INST/�LLATION Ci HV_ WALL HEADER INSTALLATION J ,yV WALL HEADER INSTALLATION EXISTING EXISTING _ _ GLASS- t' I. ..�...(� MIN.SEPARATION n' GLASS—, LTO GLASS _ ; TO GLASS(SEE I , 1•OR i9t� '' I (SEE SC EDULE ON-- GLASSJ 1 SCHEDL E ON SLEET ,r'ry; MtN.SEPARATION i SHEET ii) ' 11 FOR BIADETZD 2 : ON SKEET 19 FOR TO GLASS s' (SEE SCHEDULE ON (� ) OPTIONAL BLADESt & ' i SHEET 11 I i ` 1�I 1 - E.D.• 1 i i i i if4• E.I _ Idox, OPTIONAL ! j—�---- ----i � = 13 OR@ i�i E.O.- E. it x3t i i f I I ,o.E D• I------i t Ili i i j 12' r--_- \'-210-IS4 r 1/4'0-20x3/4'S.S. 1 i -Min., + I '-EQ--EQ-� PWWPS TRtJ55 HEAD 't + 1/4'a-20x3/4-S.S.PHILLIPS 17 CR i$ C ? MACHINE SCREWS USING �, _ 1 CONCRETE ANCHORS t TRUSS HEAD IAACHINE SCREWS �- L--CONCRETE ANCHORS 11' 1/4"-20 NUTS® 12.O.C. -' + -(SEE SCHEDULES ON Y!/1/4'-20 NUTS O 12"O.C. (/ (SEE SCHEDULES ON t tdin. POURED CONCRETE=' SHEETS 13& 1 4A) POURED CONCRETE�j 14A ♦{ OR CONCRETE BLOCK OR CONCRETE BLOCK &PNCRETE ANCHORS REOUIRED WALL REQUIRED f HV WALL SELL INSTALLATION ! (SEE SCHEDULES ON (F;HV WALL SILL INSTALLATION 1 POURED CONCRETE- SHEETS 13& 14A) -' OR CONCRETE BLOCK WALL REQUIRED 0E . HV WALL_SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: I N STA LLATI O N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.0. a EDGE DISTANCE ASS£IdBLY (SEE SPECIFICATIONS ON SHEET 13 + SEE LIM ATK)NS OF USE FOR q �j\' 2_ LIOUNTING SECTIONS CAN BE COI.IBINED ) BLADE'IA 1., FIV ON SHEET 19 B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. r�i Fr 7" FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone 1 tI1��1...........��✓f:• C7 2017 EASTERN METAL,SUPPLY,INC. �\�Ct1Vs ' V,e �0 , BERTHAHVI'M 1!. E C . �., .5�,�� Accordion Shutter System RV MADE 1 W/OR W/O RV WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N6 DESCRIPTION DATE ORANN BY: M.L SrA;�pE Association, Inc. 1 OLD 13-060 /02/17 DATE: Ca/02/17 1. ' 5335 N.W.361x.St.Ste.303.VIRVIN,MOONS,ILOROA 3316 �L+ 'C ' St Phona:(305)872-1530.PA.:(305)971-1531 4268 West Repos Drive 2 < Y�••.;'+I'+�, 1L xttt o rnaa:tiReco46oLcom West Palm Beach. FL 33407 3 DRAWING No t}fQ�!"t', i\�11 t! EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 r WALTER TiLLR.lr.P.E. P.E"SEN �pJAA1RE'/DATE FLORrDA Uc.0 44167 5 SHEET 6 6 OF 20 EE END WALL ON ECTION ON SHEETS S r' DETAILS S SEE NOTES ON LOCKING RODS3(7} HV LOCKS or 2© 0�T 11 I N STA LLATI O N S W/ 1 H V AND ALTERNATE W LOCK 0 ON SHE 5. 90' ' I N I �^EX15nNG GLASS **BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE W HV CENTERMATES CENTERUATES APPLICATION TTIH 6LADE01 f( `Q�Qq"®+d'tO°Rio+©3°• 0R SEE END WALL CONNECTION j--EXISTING GLASS DETAILS ON SHEETS 10 do i$- 8a 1 Sa 8 • 70�—/-------------------.---L---------------------- ©•�� T- 2'.2*.1/8'.O'-2� r f ®+(i}11 aG�+QW t9+OgRO fr 3 1/4" 7- 6 1/2* 7- (6063-T6 ALLOY)ALUM. 41 I , OPPOSING ANGLE W/(2)7/4-a TAPCON ,�z qe +�1 ( SYMMETRYCAL ANCHORS TO CONCRETE I _ r CENTERMATES - I (rop/BOTTOM)r<— ! _ ? CENTERMATES i MtN.SEPARAT ON (4)610.1/z's.Ms.To T/�UB,�E i 61°,+3/4•S.M.s. i2 ; W/ HV LOCK 4 or ! TQ cuss i AT EACH ANGLE.(TYP) 1 I /�/ 0•C.FULL LENGHT. ! f ! Wim/ �HV LOCK oar -5 I (SEE SCHEDULE ON t �; 1 �� 1'` I fq ( * 35*� i IN Ll V? I SHEET „) 4 E I _ ox 03©�®�O=OgROgxto=�qn ` ~~�_~(D HVB OUT HVC to•Qa+Q ®aRt� �jaR� HVA �aR�gq©=�gReGggtoC=JQ°RC7 �EXISTINGG LASS --POURED CONCRETE AL LECIU,�CONCRET BLOCK WALL �./''� REOU ED EXISTING'` SYMMETRICAL - *- (�'Q: °;�•-1dG=--gam--- ----- i \ - MIN.SEPARATION G1A55; \®+®nsO9+O3gxt9= `rns y��� ) CENTERMATE5 IN 1 t$«®aai =®°Ra=�}7w roGLASS cJ r GLASS iii T �* , (SEE SCHEDULE ON O-i+ ————— — W HV LOCK (Gbl OPTIONAL MIN, 1 aR @+®�^�, /^,�* L'"—t"� 1 (INTERIOR) ISHEET 12) 1 SEPARATION C11U INTERIOR TO GLASS �, OPnONA1 (SEE SCHEDULE ON SHEET i t) (N (INTERIOR) — l I OUT i—' - -' - �" ;• �/�;�,-% .VARIES — ANCH OR a c -—-—_—'- - -'------�: * f"/ ti:/ f' �✓ \ �".= -^� �'' �1 ,s-O.C. I y VARIES I NI 0 U T 1 1 6 1/2'MAX.SLACK OUT (EXTERIOR) HVE HVF** HVD G% FLORIDA BUILDING CODE (High Velocity NUrricane Zone ii'i+ \�' ,...,r1^�/'•U^ ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM � � � �IL p �H�. ■ ■ ■ Accordion Shutter System „� �.•1 H.v. RADE#i w/OR w/o KV. W1PlDO1H MADE �7't:�� TILLIT T£STtNG & ENGINEERING CGMPANY American Shutter Systems REV.No 91scRIAnDH DATE DRAWN BY: ILL " ^ FAIL Ur .� Association, Inc. , OLD 15-0e0 6/02/1GATE: 06/02/17 6353 N.W.seta.SL.51..303.-a-—01N5.RORDA 3316 TATE Ph.. (305)871-1530.F..:(305)871-t33t2 DRAWING No 4268 Wast Roads Drive �t•.'+••., �; 1% -troll:OKec.Cool.— %'test Palm Beach, FL 33407 •Pr`.Er�.•�'+�'$ """" r1.'Cr?,+,' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-122 E + rAL7ER AU4T1TLIW/DATE FLORIDA LTC.6 467 58 SHEET 20 ALTERNATE NS AL TION WZHV "T" LOCK 0 HV MALEIFEMALE "T" LOCKS CENTERMATES 8 9 & LO KERS n HV BLADE SEE END CONNECTION_DETAILS ON SHEETS 10 to INSTALLATION n HV BLADE j OUT i IN PL/...f0i6Tnrc.GVSS BLADE QSLAac DEAL HYF.INDICATED ON 514M 6, T=J _HD CENTERMATES ... L i � ' AS WELL AS UNIV-.,RSAL BOATING BLADE Qf DETAL HOD-HYD w�w�6•V1w® t0.pw tNO2Ci7E0 aY THIS SMELT.NAY BE DSFD WITH THr511TERNA 1 D(Sf ncN DETArz Hvc SHo%T+In THIS SHEET- SEE END WALL CONNEanoN— `1p•,�5+^p•�®•�w DETAILS ON SHEETS 10 a is I O•�•pw��®��•O•,,®rmo�w ' .. 21251/6•.0'-2 % CU•®w0•®w0•d�w(O 3 (acs3-sa.uo Awu. ( "{1 — 35* 35, f ANGLE W/(2)1/4.6 TAPG01 S�• Y,J * AYCHCRS TO CONCRETE I k nDP/60T[O`J)J3 _ `------`•----_^^------------------------------^------(oPTICNAI) :------ --------_4 7 a-..^ (oPn YAl) j t4)t,D.,I2•sns.TD 'Aj , I R EACH AIGLE(7YP)I % O.C.ML LENDKr. f (4)H.Y. _y 1 , Al 1 �33 l / �: : ) HV "T" IN W4NSH'( ---ti I IN P114 "-?" 1 m''TD�OWM cJ j LOCK (INSIDE} (-� Ii .6/YI'.y 1 a,I2. (T,T•.)`ft,.s�e•l ��_� avGQO —-—-—-—in 70 5�+�,I , ,' i •R. 1 \J 28 29 _ / V l / 35 QLIT 31 OR 3© � F# 133 31 oR 32 31 oR©a 35 `31 oRt 1 * �' 1/4" l'^l 0-20 x 1 1/2" S.S.M.S, –I 35* ' toPDGfu*i) SEE(TOTE 6 FOR MV LOCK 3(� ( , * W/ 7/$"0 X 3/32" WINGNUT. (Oman&)HDB—NVB o—G- HDC-HVC 'T'LOCK.ON SHEET 5. ©0 HV "T" LOCK (OUTSIDE)--'� � SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES y VG* W/ QLOCK (EXTERIOR) W/ S& LOCK (INTERIOR) 1 SERIES 94"AIUYWUM (2024-13 ALLOV)LAR" FLANGE THfN a®w©• 7(�w� la•�,}3 w SHEET N,ITSERE•PART/0620, AS VATILIFACTURED ELCHERRY 0TOP.4.PENe.NEW JERSEY �O-•O�ww©©�.O�wO(�•-@p aw07054 OR OQUAL 8•®w�.pw�.�wo SEE NOTES ON LO MNO ROM 0 NDQ•`""� �. L/ ,'- rr.,.-.V ,� *fit• i.ID('OR ALL[LOCN' L=S ON MEET 6 UNyR51L GnS MADEG H00-NO m"M ApupS3 MT1BME� HDD—HVDti� FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricons Zone SkSi`��.1........... wf ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L 1E C O I N C. AS■S■A■ Accordion Shutter System RV. MAX#1 W/OR W/0 HN.WNDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE apwm M.L.634555 VT: M. t' . ENGINEERING COMPANY ',���.'• /!��IL ISI{ .'�• ; NTESTING.W.36N-5E.51a.JOS.VJ,GP,A OMOQ,S,BORQA 6310 Association, Inc. t OLD/5-060 8/02/17 GATE: 08/02/17 Phone (305)671-1536.FOA:(305)871-1531 4268 West Roods Drive 2 j •o �,�. {� DRAWING No o-man:URaeoOaoLaam West Palm Beach, FL J3407 f1( Ee-0006719 Phone: (804)432-2204 . Fox: (561)209-8380 j 17-122 T�{ 0• +1, WALTER A.TUIT J,PXi P.E.•-SEAL/�JGo URZ%DATE• FLOROA Lic.§44167 5S9HE EF 20 —POURED CONCRETE OR - +—POURED CONCRETEPOURED CONCRETE POURED CONCRETE -•--- »— ------- ' CONCRETE BLOCK WALL j' OR CONCRETE _.,_ , /^ OR CONCRETE _ — -- f OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED - BLOCK WALL REQUIRED EXISTING GLASS .—EXISTING GLASS CONCRETE ANCHOR-.1 _ —EXISTING GLASS {' - ) •-2"MIN. EXISTING GLASS "> a L6-O.C. -Zf IAN SEPARAToN . (SEE --•/— ——- ;�•.--2"MIN. —— TO GLASS{-EE — —_ MIN.SEPARATION SCHEDULE ON SHEET ht-N.SEPARATION MINL SEPARATION EO}--I'r•-EO TO GU/55(SEE ! 11 FOR SLADE DI ANO TO(TABS{SF£ • TO 0155(SEE t k _ SCSIEDUIE ON SHEEP 1/16-x3-MAX. QUI SHEET 19 FOR SCHEDULE QV 5'fEET 1 I SO4EDULE ON SHEET I ;11 I I1 FOR SLADE tDAND04 SHEET 19 FOR (6063-T6) CONT. ElADES L& 71 FOR BIAD"uRND 11 FOR BLADE UTA'= (LOCATE AT,�6_,_-_ BLADES(yl&t(�A ALUM.CLOSER I I ON SKEET 19 FOR 1/2" 4Vd SHEEP 19 FOR EBHER SIDE l... I PLATE.(LOCATE 1/2- I I ` 'E+.AD� &�� 1�( u., y, BLADES,!]E& OF 5O) AT EITHER SIDE MIN IN I 1/2-MIN. I OF(D) `� .t I I •F,USE 7.OR 2"MAX. tOzi 2-sM.s_� --! ¢lOxtf2-,S.M,S._f ( = tf --- - i(As APPLICABLE)x2"xi/6'x0'-2` ---- — rp / ® ,6.O.C. 1� _ A ALUMINUM CUP ANGLE 0 16.O.C. — r!~- "'—"— 4 j, (6063-76 ALLOY)AT MIONEIGHT (1)g1ox1/2'S.M.S.TO 40 SEE DETAIL X Fpf� ` %VALL AT I-D.CC. (LOCATE AT NS ANCHORS TO / i � ' SIDE CONNECTION (,1.)OR\CA" EITHER SIDE OF C4 ) j J',)OR 't A� 711 OR�ID SEE DETAIL X FOR f `J OR s';10 TO TRACKS _ � _ SIDE CONNECTION 'J� } 2«13ywG'�.'«,�«;p;•43,w SEE DETAIL X FOIA./ 14.Ir 1 �.. l.. 2%« 'w 6 7 8 wi p,..31-3"f, :1 w 6•.7)w B w.i 4`.93'w 2.w -w 6 7 w 6•w10i•h3:« TO TRACKS +.�„� V Lyw - 0;•^.,,,^ SIDE CONNECTION t 25 a7,• 'D &a ra TRACKS yo,a3lw 3 5i 3 1o.•a «Z7,•i(3wC7;- / 1.15«n�,.�sw�:•t5.w ©• �•nB:w•15:•0;5g1«^19,`•: ' �Gns,..r7 G7'•+s« 3s5••�nat;w 37✓7•L,[s '«,C-;�rQ n 8w(3• awue ✓w© � .irw fi C�;• a C51.7w713,-B !�,.� aC-ews.�.«r-s•5w�}wi�.�L3w`g•s)_ns-9-19ti 1 ww ^8�.�.w3g..h3,wn9•as`v 9�w;iz•sA END CONNECTION DETAIL 1) END CONNECTION DE A L END CONNECTION DETAIL;31 END CONNECTION DETAIL 4' 1i REQUIRED ONLY FOR SPANS GREATER THAN IT- '+r ' (POURED CONCRETE OR t 4.-. •.--, \! CONCRETE BLOCK WALL '—EXISTING 1 ( — .—EXISTING GLASS ' REQUIREO t GLASS I ! I 10x7 "-- -- RCN.SEPARATION I N /2-S. ` MIN SEPARATION TO!LASS(SEE 1' 0 16"O.C. TO(LASS(SEE ,y -_----_ SCHEDULE QV SHEET SCHOULE oE1 SHATI...,6 'V;,8 TQC C)rv_ ! 11 FOR EVADE SA7a7 I CONCRETE ,\,1/2"MIN. 11 FOR MADE VANO t ---- ------ ---------1- --= '•-� ELADES & A 12"O.C. r EO ,42 =--- --' - I ON SHEET 19 FOR I ANCHOR A•—. S ON SHEET 19 FOR C CONCRETE' CI.+ rO -.•r.'', B.aDess:& -------- ' Ic;(13)G=.r14c=;15'•-F,12 �, I ANCHOR i + ______._?= r._ O.G. —•1/2 kMIN. r_.---- , �, ..r'___L_-� LAIN. •�( _ i EO - - �`b•)G-;SivR:ASO= + 2-M,N. _ --- I 2"MIN. ♦ SEE LIMITATIONS OF USE FOR i I auDE x GN SHEET ,9 {121cR@,,oR 44 G=(1�' VIEW i' J OR I9' PLAN GP 1? (3'OR CA _C4.1 T-Jw(a)wg••f3,w DETAIL �-POURED CONCRETE OR p21•wla.C)•(7l« «•101+A3'« , ',•, «;r,• «47)-PS COCRETE BLOCK WALL END INSTALLATION N �`• ,1 U} h9«77 Y3 fi';•f3w tu)•�7 •11�wG6'`•`)•48'« REQUIRED �� �• �•�-�w •.. FIV BLADE OR � NV WINDOW BLADE INTO 6 .,�•i17w(6E:,,•7 a8.« 65�•n8'w ii•S•1S.«�8;•aJw —�,•ne,«Q3•-1:8­@­1D7w J• Iw99)•L3w;,9.jJw`9 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL t p-as«as,-n3w;is•awrJ;�Rt7�� x-END CONNECTION DETAIL f6 «Dz•a^y FLORIDA BUILDING CODE High Velocity Hurricone Zone) 17f1+�},4+"'„�„•'j/l/,`o ®2017 EASTERN METAL SUPPLY, INC. 7tmc, _ BERTHA HY, /771 E C3 ,■S■ ■A■ ACCardian ShuttSystem Kv. 9-am#1 W/Dlt W/O Liv WNDOW MADE a ems/rj�l� E` LIT TdENGINEERING COMPANY American Shutter Systems eE_•ne DESCRIPTIODATE ORAwN BY: M.L. s5511M.w.34M5L.5e. 3o5.v,Rcmu camn+s.FtoaxA 33+e A9SOC1atiOT1, Inc. + OLD+s-oeo 5/02/17 aTE: 08/02/17 P... :(305)677-1530.Fax:(305)871-1531 4268 WeM Roads Drive 2 •!: ���;.•' <t,A �1)- a-m e:Ult—ft.r.com West Palm Beach, FL 33407 3 DRAWING No a•-+Ti3,l'tSj.••..LLx,''� tL11 vt7.2,TER I-COOV1Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 a i 7•-1 2`2 .• q.'SIGrJ TUR GATE FLORIDA U4.#44167 ., 5 ” / s 10 SHEET 20 SCHEDULE 41 SCHEDULEJ2 SCHEDULE #4 NOTES: (1) L+:MAXIMUM.ALLO%VAB,_E SPAN FOR A 4 SEPARATION M GLASS MAXIMUM SHUTTER SPAN*I L+ OR L- (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*'L+" MAXIMUM SHUTTER SPAN*"L+' GIVEN POSITIVE A.S.D.DESIGN PRESSURE FOR INSTALLATIONS W/ I OR %-" (ft.) FOR OR -L-- (ft.) INSTALLATIONS OR "L-*' (ft.) INSTALLATIONS RATING. L- MAX.ALLOWABLE-SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO I IV"a W/ ONE INSTALLATIONS W/ OPPO-'c'JNG W/ SYMMETRICAL CENTERMATES NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN &6�t W/ TWO HV OR ' 14 THE FIRST 30'-0" ELEVATION OF BUILDING HD LOCK I-OCKS OR 0 HV LOCK .!0 A (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. 9 1 W1 ONE HV LOCKS 21 0 6NE�HV�L C5K_ � OR-% OR R;R IV/ NO LOCKING Na a SPAN FOR WALL MOUNTINGS OR / NO OCKING KIh SOTTO DS FLOOR/CEIUNG: (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS NO LOCKI ROD 0 CENTERMATE W/ ONE HV LOCK W/ TWO LOCKING RODS OR 8 %V Loc IG..RODS @ TOP/BOTTON �EE NOTES t.tt V/• ONE HV LOCK @ OR (VAUD FOR MOUNTING INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, TOP & BOTTOM +(SEE NOTES t.tt rR...(SEE NOTES t" SHEET 7) GIVEN.A POSITIVE A.S.D. DESIGN PRESSOR I MEASURED AT BOTTOM OF SHUTTER IS 3", RATING CONCRETE k V1=00 AW" CONCRETE&NVOOD CONCRETE FROM SCHEDULE.DETERMINE MAXIMUM SPAN CONCRETE&WOOD INSTALLATIONS 0 A.S.O. INSTALLATIONS 0__ .51. INSTALLATIONS. INSTALLATIONS A.S.D. INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN DESIMI DEMA DES17, PREMRt FLOOR/CEILING WALL UOUNT"45 PAC55URE FIREMNE FLOOR/COUAGG hiounnac PRESSURE RATING,DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHFQ.ULL- G RESSUR PAT04 WALL MOUNTING MOUNTING 'I"', RAM.0 OR SPAN *L-"FROM SCHEDULE. d(s.xi. FLOOR/CDUNG MOUNTINGS FLOOR/CQUNO MOUNTING -0 FLOORAVALL MOUNTING SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS I-OR all 7) 7 4 TF-FL-(to- I.OR- L# (8) 1 L-(A)- L+ (ft) I I-(ft) L 4 (a) L-(ft) - I# (A) I L-{it) FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 30 1.3'-2" 16*-0" 13*-2"1 16'-0' 30 12*-3^ 14'-9" 30 13,-l* 16'-0' 30 13'-2" 161-0, TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W1 35 12'-8" 141-10" 12'-8- 14'-10* 35 1V-9', 13,-B* 35 12'-7' 15'-7' 35 121-8* 14'-10* SMIEE14'L+'AND SPAN SYMMETRICALOPPOSING 40 12'-3" 13'-10" PIV-3' 131-10' 40 1 V-4' 12'-9' 40 12'-2" 15'-Z"' 40 12'-3" 13,-I0, (3)PROCEDURE TO DETERM-NE MAXIMU&I CENTERMATES CENTERMATES ". I_ PAN FOR COMBINATIONS IN BETWEEN 105, 45 tv-11, 13'-1' IV-11, ly-l* 45 II*_I' 12'-0' 45 1 V-9, 14*-3' 45 IV-11, 13'-1 3 3/8-� 4- 50 IV-7- 1 V-7' 12'-5' 50 10,-9, tv-S" 50 11'_6" 13'-7"% so 1V-7" t2'-5' WALL W/FLOOR/CEILING MOUNTINGS: OR LESS I I -7 - 11'-10' 55 10'-61 Io'-I 1" 55 1 V-3, 12'-11" 55 1 V-2- I 1,-i 0" FOR A GiVEN POSITIVE A.S.D. DESIGN 3 7/8-. 4' 55 11*-4�" 1/'-TO"- 71'-4 ii'-10" >105*TO MAX. 60 11'-1' 1*-4" 1 V-O" Iv-4, 60 10'-3' lo'-s" 60 11'-0" 12'-4" 60 10'-2' io'-Il, PRESSURE RATING: ALLOWED DETERMINE: .USE 2 1/2*FOR LOC 65 w-lo, 10'-10- 10*-7* 10*-10' 65 10"-o" 10'-o' 65 10'-9" IV-11, 65 _V 10'-1' Li+- MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR"C ERO?RAA@S4:0 70 10'-6" 10'-6' 10*-2" 10'-6" 70 1.-,. 9,-8" 70 10'-7" 11,-5, 708'-9" 9-4' INSTALLATIONS. , 75 io'-I' 10'-I' 9,-I0" 10*-1* 75 W-4- W-4- 75 10'-4' iv-i- F 75 8.-g. MOUNTING L2+= MAX.NSTALLATIONS.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GLASS SCHFOUIE, 80 V-10, W-7- 9,-I0" so I.-,. 9'-0" &a 10'-0" 10'-9' SHUTTER W1 ONE LOCK &TWO LOCKING RODS OR 85 9.-6. 9'-6" "-,. 11-1. 85 W-9. W-9. 85 1.-9. 10'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 q.-I. 9'-3" 91_0. 9,-3" 90 1'-6- W-6. so PRESSURE RATING: INSTALLATION W/ INSTALLATION W1 91-0. 8.-,. 91-0. 8 DETERMINE: SHUTTER 95 95 W-3- -3 95 W-2" 91-10" U-� MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSING too 8,-9. 8'-4" W-6- 81-9, too 11-1. W-1. 100 .-0. 9'-7- INSTALLATIONS, CENTERMATES CENTERMATES ir-. - L2- MAX. SPAN' FOR FLOOR/CEILING 105" 105 8'-7" V-1 1' 8'-4- 4 IDS 7'-11' 7'-Il" 105 9'-4- MOUNTING INSTALLATIONS. 2 3/4- 3 3/16, Ito 8'-4- 7'-7' 8,-2- 7'-11* 110 71-8- 7'-�7' - 110 W-7- 9'-2* 0 MAXIMUM SHUTTER OR LESS- 115 8'-2- 71-3* 1.-0. 7'-7' Its 7'-6 7--3' 115 8'-4- 8-11 SPAN "L+"OR 'L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EOUAI >105-JETO MAX. 3 1/4- 3 1/4- .Lot, 120 a*-o* 6!-11* V-10- 7'-4- 120 7.-4. 6*-11* a. 120 W-2- _'. INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN'Ll+',"L2+'. I ALLOWED . 0 L2-" 125 71-10* W-8" 7--8- 7'-0- 125 7'-3" V-8. 125 81-0. W-5, SHALL BE LIMITED TO 105 Li- AN USE 2 15/16*FOR 14V'I"LOCK @ W/@ 130 7'-8- W-1- 7*-6- V-9, 130 7--t- 61-51 130 7*-10' a.-,. pet.DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL rrr USE 4 1/8"FOR HV 'T" LOCK W/ MAXIMUM ALLOWABLE SPAN AVD NEGATIVE USE INDICATED VALUES FOR KV CENTERIAATES 135 7'-7* V-2" 7'-4' 6'-6- 135 V-11" W-2- 135 7--l' A.S.O.DESIGN PRESSURE RATING TO VE 140 7'-5- 7'-3- 6'-3* 140 6'-10* V-11* 140 7'-7' 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. INSTA ATlOM 145 V-3- 5'-9" 7'-1' 14S a'-a' W-9. 145 7'-5 7-3* 1 LEGEND CONCRETE 155 7--0' 5'-5- 6,-I0" 11-1. 155 6'-6- 1 V-5' 155 7'-2' W-9' ISO 7-2- 5'-7- 7-0, W-10, ISO W-7- W-7- 150 7'-4- 7--0' &MANSORY WOOS 6. t H.V. CORNER CENTERMATE:#3 MAY BE W- ISO 6*-I1- 5'-2* W-9, 6. 160 6*-5" W-2- 160 7'-1' 6'-7- USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C. D, E. 1.1, 14,0,P,0,R, 165 6'-10" r. V-4' 165 6'-3' V-I" 165 7'-0' 6--l' SPECIFICATIONS SHALL BE AS 11401CATED ON ,-1. MOUNTING F. K & L. S&V. W-7- 5'-2- 170 6 4'-11 1-70 6-11- W-2- MANDATORY CONDITION 02 NOTE RS, SHEET S. 170 6-9. -1�1, '-2- FLOOR/CEILING 175 6'-7' 4'-9^ 6*-5" .-0. 175 6._I. 4'-9- 175 6'-9- 6'_O. G, H, 1. 11 + J. T, U. W& X. I 180 4--8- 1'-4- A'-10' 180 S.-O. 4'-8' 180 o_a. .5'-Io" t EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+"OR'L-"AND M.AXIMJ?A MOUNTING A&M + M. 185 6,-v 4--l' W-3, 4._q_ 155 5,-11 4�-6' 185 6'-7' 51-8* DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: _�90 6'-4' •4--5- 6'-2" 4'-7- 190 5,-I0, 190 - I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,72 p.s.f. 195 6*-3* 4*-3* 61-1- 4'-6' 195 5'_I' 4-31 6'-5- 5'-5 AND 8'-0' SFAN HV BLADE 4' 9. 200 SEE MOUNTING ON SHEET 7. _,"-2 6'-4- 5-- 200 G�-_2*� -2" "_O_ 4'-5" 200 a 205 6'-0- '4'-1- 5-0 4'-3- 205 5'-8- 20 W-3 51- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY, INC. L' 1A,rp BERTHA HVTM A Accordion Shutter System 2 T_MIECO-i u M.S.S.A1111111 KV. MAX#1 W/OR W/O RV.WINDOW MAX American Shutter Systems REV.N. DESCRIPTION DATE DPMN BY. M.L. "O71 T_ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 08/02/17 DAM' 08/02/17 6333 N.W.3eM St.St..20A.�CWCVIS,FLUMDA 331et 49� 1.- (305)871-1530.Fa.:(305)871-1531 4265 West Roads Drive 2 DRAWING N1 .-mail;t It...QW.- West Palm Beach, FL.33407 3 1 -12 WALTER .0,5D.... Phone: (800)432-2204. Fox; (561)209-8380 -4 7 1k A.TILUT J,P.E. 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(305)871— :(305)VI—Is3i 4268 West Roads Drive WALTER&TILLIT J1.PZ 0 American Shutter Systems CM10mr-wn m TILLIT TESTING & ENGINEERING COMPANY st.,5.. FLORCA Association, Inc. -� a} +, 0-®� A MUM_ANCHOR* SPACING (La SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DFSLCN NEGATIVE-LOAD AND A CORR PONDING MOUNTING TYPE FOR CON.RETE INST 1 t AT(DNS (SEE MOUNTINGS E D,&H ON SHEETS 6&7) 1.ANCHORS M SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c- 3 ksi), MAXIMUM O WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING ANCHORS-SPACING F.END - 1/4'0 TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIDL(Min.Cc-3 ksi) SPAN - 1/4'0 It 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Mt..re-3 bi) 00 ASD.DESIGN NEGATIVE LOAD(P.f) A.S.D.DESIGN NEGATIVE LOAD w A.S.O.DESIGN NEGATIVE LOAD(PI! TAPCON WIT}!ADVANCED " ,/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'a-2 ksi) 30 40 BD 75 90 12011601205 30 40 60 75 90 120 160 205 3q 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 74 12 10 B 8 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 12 10 9 8 5 6 5 ALL POINTS SOLID-SET (Min.Ya-3 ksi) OR LESS 74 12 t0 9 8 8 6 8 14 12 10 9 B 6 6 6 14 12 10 9 B 8 6 5 BLUE TAP W/CAP NOTES: 14 12 ltl 9 8 8 6 7 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 6 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 8 7 55 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 5 1 3/4',AND FOR BLUE TAP WJ CAP ANCHORS IS 1 1/2'. 4'-0' - - - - - - - - - - - - - - - Z. 14 12 10 9 8 8 6 5.51A2 MINIMUM EMBEDMENT OF i 14 72 10 9 e 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 4 35 )IMO STUCCO EMBEDMENT BE P1/4'0-3'4'ALL POINTS SOLID-SEF ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 t0 9 8 8 6 45 14 12 ,0 9 8 8 6 5.5 14 12 10 9 B B' 6 45 /4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 9 7.5 5.5 35 - 14 12 10 9 8 B 8 9 14 12 10 9 8 7 55 4 ♦SEE 11LIRARONS qP USE 10� 1"MINIMUM FOR WALLS WITH NO STUCCO. _ SOC E"l pN LZ 19 J - 14 12 10 9 8 8 8 45 A3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 1s V. 10 a 8 7 4 - 14 12 10 9 8 6.5 5 134114 12 10 8 5.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FLASHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.514.51- 14 12 10 9 8 8 6 4-5114 12 10 9 8 6 4.5 3.75 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 65 45 - - 14 12 10 9 8 7S 5.5 4 14 12 10 9 8 6 4S 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A - - - - - - - - - - - 14 12 10 9 8 BS 5 35 /4 12 TO 9 75 5.5 3 - ib 12 70 8.5 7 55 4 3 14 12 8 85 S.S 4 3 - (B) 70 IXISHNG CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 B 6 - - 14 12 10 9 8 65 5 3.73 14 t2 10 8.5 8 S 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX. 14 12 8 6.5 5.5 3 - - 14 t2 10 9 8 65 45 35 14 12 10 8 7 5 3.5 3 - 1/4"o x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. - - - - - - - - - - - - - - - 14 12 10 s17,515.514 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 t0 8 8.5 4 - - 14 T2 9 75 8 45 35 - 14 10.5 7 55 4.5 35 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 55 4 - 14 12 9 7 75 4.5 - - COMPANY OR AM OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 iT 7 5.5 4.5 - - 14 12 10 9 75 55 4 - i4 12 9 7 6 45 3 14 12 10 8 65 5 3.5 - NOTES: 8'-0' 14 12 83 7 55 3 - 14 /2 8 65 5.5 4 3 - 2.5 95 e 5� 4 3 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4'AND TAPCON AYTH 14 12 45 75 6 - t4 t2 9.5 8 6.S 5 - /4 /2 8 6 8.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6s 5 35 - - - is 72 - B - 5 - - 14 12 8 s.s 5 4 - - B,2)MINIMUM EMBEDMENT OF , 4 0 x 3/4'ALL POINTS SOLID-SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO B'-0' •- - /4 12 85 7 SS 4 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"a-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 11.5 7S H 4 - - - 14 11 7 5.S 5 3.5 - - 11 8 5.5 4.5 35 - - EXiSi,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 Ii5 4,5 - 14 12 8.5 7 5.5 4 - 14 705 7 5.5 8 45 11.5 8.5 55 4 - - - 14 12 9 7 6 4.S - - 14 ,t 7 5.5 45 &S - _ B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0' - 10.5 7 5 - - - - :: 5.5 5 4 3 - 10 75 S 4 3 4 _ _ ANCHORS SFW1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WT!OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 1117.5 55 - - - - 14 11.5 9 6 5 4 12.5 95 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH LIETAL STUDS SEE SHEET 20. 10.5 8 5 - 14 112 8 6.5 5.5 4 - 13 10 6.5 5 4 3 - - - - - - - - - - - - - 14 105 7 S5 a5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0'125 95 5 - 12 9 8 4.5 4 3 9 7 45 3.5 3 t4 10 7 1- - - - - 14 t45 7 S.5 45 - - - 11.5 6.5 55 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - 14 71.5 75 6 5 12 9 6 4.5 4 t2._0. - - - - - - - - - - - - - 13 10 65 5 4 - - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 75&5 4.5 - - - - 11 6 5.5 < 3.5 - - - 0 '8 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 13.5 9.5 6 - - - 13 9.5 6.5 5 4 - 10.51 8 5.- - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOI'44 ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6S - - 14 AOS 7 5.5 45 - - It 18.5 55 a.5 1.5 - REDUCED SPACING OBTAINED USING FACTOR SNALL•NDT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' - - 12 9 6 4.5 .4 .- - - FACTOR TOS 8 - - - - - 10 75 5 4 3' - - - 75 55 4 3 - _ _ _ ACTUAL TAPCON WJ ADVANCED THREADF011M tECH TAPPER 4• ' t2.5 s5 - - - - = 12 9 s 45 4 - - 9.5 7 s 4 - - - - EDGE ALL POINT SOLID SEr BLUE TAP W/CAP 8 6 - - - - - - 13 9.5 6.5 5 - IOZ 75 5 f - U BLADE OR DICTANCE MIN.SPACING MIN.SPACING it 85 5.5 4.5 - - - - E.D. 3' 4' MIH.SPAGNC=3 1/2' MIN.BRACING-3' 3 3/4' $ 14'-0' 10 75 - - - - - 9 7 4.5 35 - - - - 7 S 35 3 - - - B� PUTffD CONCRETE CUOIE'IE BLOCK POURED CONCRETE& POURED CONCRETE& p�CONCRETE CO.�E(1000 -it.5 8 - - it 6 55 45 - - - - 9 6.5 45 - - - - M.H.EO-3 Tyr LIN.Fes.-2 1 CONCRETE BLOCK CONCRETE BLOCK .T O MN E0..3 i MN ED.-3' MN E4-3 11r MN E0..2 T/2' 7.5 - - - - - - 12 9 8 - - - - -.9.5 7 4.5 - - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 t5,_D• - - - - - - - L 6 5 - _ _ BLADE WORKING z,/r D.B, ,.0 - - 0.67 ,.o 9 - - - - - - 8.5 65 4 - - - - &5 5 3 - - - - i UNISON ♦ _ 0,5 8 5' - B.5 8 4 °- 2- 0.71 - - 0.51 7 - - - - - - 715 85 5.5 - - - - - 9 65 43 - - - - 1 3/4' - - - 0.43 1075 5 - - - - 1a'4i80ou cs o<n 8 6 6 4.5-1.. 4.35 - 95 - - - - - - - 9.5 7 s - - - - - - - - _ FLORIDA BUILDING CODE (High Velocity HUrriCone Zone) •11+I I`•`'L A;.i/l ;,- ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM /71=1rkMo ,N C A.S L S.A■ Accordion Shutter System H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems REV.Nc DESCRIPTION DATE DRANYI TILLIT TESTING & ENGINEERING COMPANY BY: tM.t. i '• r`�"� &TSS N.W.3618 SL.$le.305,YAoru GAROV4.FLOMDA 3316E: 08/02/17 ( }r!7F Association, Inc.. I OLD 15-080 /02/17 CAM- West Reads Drive t ; .'"rte'•. F 4:ti)ti1. Ph... (305)871-1530.Fax:(305)871-1531 2 o- w M till...C.Lm West Palm Beach, rL 33407 3 DRAWINGNo;.�... ORID�,. EB-0006718 Phone:{840)432-2204 . Fax: (587)2D9-8384 17"-122 p1I ,I VAULTER A TILLIT dr.P.E. 4 �PE.`)SYJ'!e,{�NR}URE/GATE FLORIDA Ue.IT 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (jp,) SCHEDULE 6dR A GIVEN MAX. SHUT?ER DESIGN NFG�AT)VE LOAD AND A CORRESPONDING MOUNTING TYPE FOR ONCRETE INSTALLATIONS (SEE MOUNTINGS 1,J,/k&L ON SHEET 7) POURED CONCREtE - I WAtI(OVER& I TRENCH J RAINGUARD MOUNTING ' K WAL FLOOR MOUNANG L Q W ANCHORS SPACIN• RG Nn MA%IMUM QUN71t{F Q � LJ ALLfY.'ALK OVER MOUNTING (R) AS.O.DE51 NECA7NE LOAD(PST) AS,p.OESGN NEQATNE LOAD(paf)SPAN AS.O.OE51GN NEGATIVE LOAD(psQ AS.D.OESIGN NECA7NE LOAD(Pd) TAPCON WITH ADVANCED 30 '40 00'75 90 120 160 205 30 40 6D.7S 90 120 160 205 30 40 60 75 90 120 160 20.5 3D40 60 75 80 720 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12' 12 12 M518.5 16.5 7 7 7 7 7--7 7 15.5 5 5 S 5 5 S 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 8 8 6 6 12 12,X12 12 12 12 19.5 7 7 7 7 7 7 7 7 1 7 s 5 5 5 5 5 5 S BLUE TAP DR tE$$ti 12 10 9 8 0 B 6 12 12 i2 12 0.5 8 6 SS 7 7 7 7 7 7 7 63 5 5 5 5 5 5 5 5 7APPERt 14 12 10 9 8 8 6 6 12 '12 12 12 12 10 7.5 6 7 7 7 7 T 7 7 7 5 5 S S 5 5 5 5 14 12 10 9 B 8 6 6 2 12 12 12 11,5 0.5 6.5 5 7- 7 7 7 7 7 5.5 4 5 5 5• 5 S 5 5 4 4'-0" 14 12 10. 9 8 8 6 6 12 12 12 12 12 9,5 7 5.51 7 7 7 7 7 ? 7 ) 5 -!F 5 5 5 5 5 5 14 12 10 9 8 8 6 e 12 12 12 93 8 6 4.5 3S T 7- T 7 I -T T5 5 5 5 S 5 5 6 5 S 14 12 10 1 9 8 0 go 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 110 1 9 8 1 8 6' 12 12 12 111 9 7 S 4 7 '7 7 7 7 fi.5 4 3 3 5 5 5 5 5 4 3 4 12 10 1 9 8 1 8 S 6 12 12 12 J12 10 73 5.5 S 7 7 7 7 17 7 7 7 5 5 1 5 5 1 5 5 S 5 14 12 10 9 8 B 8 8 12 12 9.5 7.5 6 4S 33 - 7 7 7 7 7 7 5 33 5 S 5 5 5 5 5 4 14 12 t0 9 8 0 6 6 12 12 12 9.5 6 It45 - 7 7 7 7 7 7 5.5 # 5 5 5 5 S 5 5 4 4` SEE ANCHOR 14 12 10 9 B 8 6 6 12 12 1S 9 7S SS 4 3 7 7 7 7 7 LS 35 - 5 5 5 5 5 44.3.5 - SPECIFICATIONS 14 12 10 9 8 18 6 6 12 12 12 110 8 6 43 35 7 17 7 '7 7 7 7 7 5 5 5 5. 5 5 5 5 5-0" 14 12 to 9 fa 8 6 6 12 12 B 1 b 1 5 4 3 - 7 1 7 7 7 7 5.5 4 5 5 5 5 6 5 -:F ON SHEET 13 14 12 10 9 B 8 6 6 i2 12 10 8 BS S .7S - 7 7 7 7 7 6 4.5 - S 5 5 5 5 5 4.5 14 12 10 8 8 6 6 12 12 10 1 8 63 5 3.5 - 7 7 7 6.5 5.5 4 5 5 S 5 5 1 4 3 7r-0. 14 12 10 9 B 0 6 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 8 5 S 5 5 5 5 S 5 -ter 14 12 10 9 8 8 6 6 12 10 6S S 4.5.3 7 7 7 7 6S 5 3 5 5 5 5 S 5 33 3 14 12 4 8 8 8 6 12 12 &5 7 5.51 4 1- - 7 7 7 1 7 7" 5 - - S 5 5 s 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 6 6 - 12 12 8.5 7 5.5 4 13 - 7 7 7 15.5 4.5 3 - - 5 5 s 5 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 106 7.5 6 144 13,5 - 7 7 7 7 7 7 7 4 5 1 5 5 5 5 5 5 6 RATING & FOR SPANS PER 14 12 10 9 0 8 6 - 12 96 4.5 4 3 - - 7 7 7 7 6.5 4 - - 5 5 S 5 5 4 J SCHEDULE 4, SHEET i i 14 12 10 9 8 8 6 - 12 It 7.5 8 S .73 6 4. - 7 7 7 7.5 5 - 5 5 5 5 5 4,5 - 14 12 10 9 8 B 12 1.5 7.5 6 5 i&S - 1 7' 7 6.5 5 1 4 S 1 5 5 5 4 3 14 12 10 9 B 8 112 12 93 83 5.5 4 3 17 7 T 7 7 7 6 3 5S S 5 5 5 5 5 14 12 10 9 8 8 110.5 8 5 4 35 - 7 7 7 6 5 3.5 - 5 S 5 5 5 4 3 14 12 10 9 8 @ 12 10 6S 5 4.5 - 7 7 7 6S 5.5 - S 5 5 5 5 4 14 12 10 9 8 8 - 12 OS 7 55 45 35 - 7 7 55 44 33 - S 5 5 45 35 - 10'-0" 14 12 10 9 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 S 4.5 14 12 10 9 8 8 - 9.5 7 43 3.5 3 7 7 7 54 4S - 5 5 5 5 45 35 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4S 5 14 12 10 9 8 8 12 95 6 5 4 3 7 7 5 4 J 5 5 5 4 35 - 1 14 12 10 8 8 8 - - 12 10 7 53 45 3.5 - - 7 7 7 7 7 7 3.5 - S 5 5 S 5 S S 4 ! ,' /// 14 12 10 9 8 8 - - @565 4 JS 3 - - - 7 7 8 5 4 - - - 5 5 5 5 4 3 - HV BLADE ONLY 14 12 10 0 8 8 - - 11 8 11-4- - - - - ? 7 7 SAKS - - - 5 3 S S 43 - - - ` ' 1 14 12 10 9 e 13 8.5 5S 4S 33 - 7 7 4.5 3.5 - 5 5 4S 3.5 J 14 12 10 9 8 - - - 12 9S 63 5 4 3 - - 7 7 7 7 7 8 3 5 S 5 S S 5 43 3.5 14 12 10 9 8 8 6 4 3. - 7. 7 5S 45 3.5 5 5 5 4.5 < 3 14 12 10 9 8 - - - 10 7.5 S 4 - - - 7 7 8. 5 S 5 5 5 4 14 12 10 9 8 OS 8 5 4, 34 - 7 6S 43 3S - 5 5 45 35 3 14' 12 10 9 8 - - IS 8.3 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 S 5 S 5 4.4 3S 14 L2 to 9 8 7 5.3 3.5 3 7� 7 5; 4--3- 5 5 5 4 3 14 12 10 9 8 9 7 4.5 .75 - - 7 7 5.5 4.5 - 5 5 5 4.5 4 14 12 10 9 - - - 10 7S 5 4 3 . 7 6 4 3 - - - 5 5 4 3 - - - 14'-0'14 12 10 9 10.5 8, 5.5 4 .31 7 1 7 1 7 7 7. 4 - 5 5 5 5 5 5 4 3 14 12 110 9 - 6.5 5 3 - 7 7 -5 3,5 - 5 5 5 4 - - - 14 12 10' 9 - &3 fi5 4 - - - 7 7 S 4 - 3 5 5 4 14 t2 10 - 9 7 4.5 35 3 7 5,5 3.5 - 5 5 35 S 14 12 70 - - - - 70 75 5 4 3 - - - 7 7 7 7 3.5 - - 5 5 5. 5 5 6 4 J T4 12 i0 - @ 4S 3 1 7 45 3 5 S 43 35 - 14 12 10 - 8 ��7 4 7 7 5 5 5 5 4 14 12 10 - - &5 4 35 - 7 55 3.5 - 5 5 SS 16'-0"14 t2 10 - - - - 9S4.5 3S 3 - - 7 7 7 7 6 7 - - 5 5 5 5 5 4.5 3.5 - 14 12 f0 - 6 3 7 6.5 4 5 5 4 3.5 - 14 12 10 - - - - 73 5.5 .75 - - - - - 7 7 4.5 - - - - - s s 45 - - - - FLORIDA BUILDING CODE (High tiebcit iturrieone Zone 11111`C . 4�+J~� iT"11 1. ©2017 EASTERN METAL SUPPLY,INC, �Nt. �± BERTHA HVTIA !L E C Q arta. �j.�. Accordion Shutter System ■,3. V. MADE#1 W/OR W/0 FK WIN ON MADE �. � 7lLLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. ' :* ��i" 'S1"� _ 6355 N.w.36th.SL.St..305.MONK GAROD4%FLORM 3314E ASsOClation. In C. t OLD 15-080 8/02/17 GATE: 08/02/17 ^� ',• _ ,�v1 - Phone:(305)071-1530.Fax:(305)871-1531 4268 West Roads Drive 2 •L1 to-ma8:UltecoOoaLeBm West Palm 6eoch, FL 33407 3 DRAWING No �t•^•.•;`40, I9?'.;••'4t411SL SA.TILLIT J Phone: (800)432-2204 . Fos: (561)209-8380 17-122 t t. ♦ P:FLORI A T7.6 Jr.67P. 4 SHEET -^..F�EIJCp� `/SI�.N b1l2��DA7E FLORIDA Ua 441 Q7 fi 14 E 20 :. .•: �. 1 ► •: 1l. lel :� 1 M MIMM mm�m mmm� mmEmomm "Mom, m��� mik7iIIi.�7i3i�3O0iL�0mQ A©iI!®mQ ® OODF�i�OmfF3mm�FAFf1O �OmII�3a00000®@0 0IM�Mja" t��©D� II �woi al..00ENKA "00 ►31�m�/Ii��OQR7mm"MIUM�®II���� Q�iadOin O O"M®��O4g0OiE!®m00d[��0 p p .• IM an 6�mmm = as 6lmi[lmmmpau�cExmocu� "MMI = iE� a FiFi iLld#m0 aO ®mE�rl�anR E#RaUMMMMp... MEWUM fE3mmmM m@mm a17 MEMO" Rmlm00OOvO0�0"0000om4p�0©�00�®AopapvO0m00�77idO 0!a[! �1 0!l3t3L51aiilif30E3maaammmmm�aO cmc tnaaanimm�o�naaI MIUM=i0 o� mano�ma�a mmoc�appo 1 ®mppmaaa� ff3mi7paOO MM dE'�fA1Mt7dA a�3na m , 0 UNIX O rca[f�[Omnaan�mm��aaam �MF=crta mtli�E�.. E3 E3 E�mvoanapMm®moa aim Meer o®c�oanot�m®aopaaa�m®®anoi 1 ®Mmaaaa0MW p: QM iffii�i[�M 1 OID"Mm011 �it�imt3faaanii7MUMmmap� almmaa===Mm�iY�3LL�iaMM ®I�iR�OlIOmEYO�t7®nnRl63maagoammMmmaO/7 m�manaaoormm =====a�i©n�sM al"llmnsova �mmoxaaaioMmQRaadaQ Qa�Qoaoraam���a �voaoo�amiomnaaoBLADE VA ON SHEET 19 • Qam000aaommomn0e�o��e'Ea : r�e�eQ�n mman0�mmaaaiaanmmr•�aaao oi%admnnnmmLF]On00a0� m0� Er00nnpp6L� m0anaaofamEi�aaaan • �7mp Onanmmman �mO�7R3nn0MW naaaa lam aaa0 0ma0C3mlMM= Mt1••lodCllOok!!ll1F Oda immmnnn� Eumum anm�Omaaa �maaanaRiGl!•3aQaaao edn aran noM onoao[lOr3i00000 1 mmaonoaa MMIMMaO® R' IR�3M 0 © � E�Oa4O1M0aaa a t�E�7mnaa0 maaa�aon�mr�aaaanaer �nnNoW3a mooa�mrodaa0n�imiFaaaaao �MMIMIM Oaa0 M000Ca1100 1 iHUMMER t7 m0MSM 0OQModa0anMM®Oddd� ���OOoaai00�A�0000` eni��s�©®®OOOn'F" Po00000�0 Mon000000 m�moaoaoa rm aar�a �ms�ed a �®monoPo�mon maaoa �maoeno���aio��o���o ns���� A�aoo��I==nod LOME 4 • r • . . 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N. 0 & R FLOOR MOUNITINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.C. WALL MOUNTINGS 8.0, WALL MOUNTINGS W & X W & X W & X P & 0 S&v S&v S&v ASD 091 WME M_%K EArr W W M.11=1 AMR Miss &M M wra mw-em w ku M"oku Mill rxzc 04 LM Kn Woml w-UR wis lipl 4%DDA RSCE F.-ESSF ACG(.0 JISI).TIM RZ 11=_AM V,km MEN MILE PMMMF-. 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCNON:SEE NOTE-2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0Z6(N.D.S,) 2.ANCHORS To HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET-17 AND SHALL CONSIST OF -MIN.1/2-CDX PLYWOOD(1986 APA) LAC SCREWS AS PER NOS 2015 sPEEtncxEBm 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEMCA71MS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) (D 2017 EASTERN METAL SUPPLY,INC. SERTHA HVTM Accordion Shutter System f 49/ VZ@ L H.V.VBLADE#1 W/OR W/O RV. WR)OW MADE A. .S.An 'A . �P 7 American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY-. TILLIT TESTING ENGINEERING COMPANY -1A.L. • Association, Inc. I OLD 15-080 38n!!2 DATE. 08/02/17 -?A-rr 6355 N.W.]61h. t.Ste.303.�RGM WDENS.FLORMA 3316 4268 Mast Roads Drin 2 Phone (305)$71-15-30.Fax:(305)671-1531 DRAWING No West Polm Beach, FL 33407 _3 -.3;tilt... E-0006719 -2204 Fax: (561)209-BMO 17-1 B Ph... (800>432 22 'WALTER A.TTLMT J,P.E. 4 P.E • S. SHEET ejjl�f�/ - ; FLORIDA U.. 44167 5 pAf� 6 15 OF 20 INSTALLATION DETAILS 4N EXISTING V'VObD BUILDINGS FOR HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR iNSTALLATioNS INTO WOOD WITH HV BLADE (1)ONLY SHALL BE LIMITED TO 105.0. sf. A.S.D. DESIGN-PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & .S D. —`-- ,-t/4•o TAPCON WIT ADVANCED DESIGN PRESSURE' RATING FORINSTALLATION I BLADE 1 & WORKING UNISON THREAOFORM TECHNOLOGY (� W/t t/2'Min.PENETRATION F--1/4"4 TAPCON WITH ADVANCED ---•-- ( OF THREADED AREA NO J� THREADFORI:TECHNOLOGY EX....NG".Do HEADER. t Vtf i.Tf2'Min,PENETRATION i ' (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO n 13N SEPARATION @OR EXISTING WOOD HEADER. i �;r r 511 (SEE SCHEDULE ON SHEET 15) TO ON( I i '.I '�' ,tel•/10R I7 ql ;••,,�_ �ry %`.^-17 FOfi RADE iJA� { k ' ;I f v.'•}' v - -,OOR 1 q1- tJ4'o-20x3/4-S.S.MACHINE SCREWS EXISTING ID 0.7 I I ®-EO-f-EO� V!/ t/4'-20 NUTS® 12'O.C. GLASS---; EIOLE"i 11k IA .I I J � ! WALL- , YIALL INI9H '� tv \ :..;-... OPTIONAL EXISTING MIN. i 'i?,a_r`'' .`;.�.-F!!ALL �L 2'x4'MOOD HEADER REQUIRED t-1/4"0 TAPCON WITH ADVANCED EXISTING ? ,SLT{SEPARATION I I HEADER REQUIRED W. - / THREADFORM TECHNOLOGY GLASS= TO MAW SEE ( Y!/ 1 1/2'ADA.PENETRATION ( SCHFD4AE OYI: MIN.SEPARATION I; 2'x4"CONT.SILL 4F THREADED AREA O TO GLASS PLATE REO'D. ELAEE(t;AND ; EXISTING '(SEE SCHEDULE I :� MIDYIIDTH OF WOOD PLATE. j CN 5?i�"r 19 FOR - O1A55—„ ON SHEET ti) I i (SEE SCHEDULE ON SHEET 15) i I @H_ WALL HEADER INSTALLATION N HV WALL_HEADER INSTALLATION OHV WALL SILL INSTALLATION EX"SING P MIN,SEPARA71ON I' MIN. GLASS SEPARATION I' GLASS—' SEPARATION $� ' SCHEDULE— TO ' TO GLASS 1 EXISTING (SEE SCHEDULE I (SEE SCHEDULE 2'x4"COM.( ON SHEET 11 t T EXISTING ON SHEET 11) - x WOOD PLATE. (SEE SCHEDULE I GLASS-'�A ) x GLASS— I ON SHEET 11) I 1 a I i REO'D.- - E r 1/4-a-20x3/4'S.S. i 1/4b-2DxJ/4'S.S. I r^1 �� 1�� 1 I �� •, MACHINE SCREWS WJ t ���aaafff MACHINE SCREWS I. I 1 - WALL 1 `71 \ II��JJ �, ' 1J4"-20 NUTS I;II USING 1/4'»2D IJUTS 'J L! I fr FINISH 12'D.C. 11 m 12"O.C. 11 18 l it _ II 13 DR o k@-R 15 �- I� t i '-E .-EO-J t906D PATE t1 CEO-�EO-- -a ter' - --�1'ldin.l- 1 REO'0. r-,T/HR-. -1' j .1/4"e TAPCON WITH ADVANCED '/-THREADFORM TECHNOLOGY �� 4-o"TAPCON WITH ADVANCED ``~'�--1/4'o TAPCON WITH ADVANCED W/ 1/2"MIA.PENETRATION OF {{ FORM TECHNOLOGY THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. / t 1/2'Min.PENETRATION OF i O E SHEET 4 FOR TYPICAL L2"z4"CONI. WJ 1 i/2"L" PENETRATION ( (SEE SCHEDULE ON SHEEF 15) _/ ' 1 .y:!:` THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY, SILL PLATE OF THREADED AREA m { (I (SEE SCHEDULE ON SHEET 15) 2-MOUNANG SECTIONS CAN IE REQ'D. �•�1ALL RUDYADiH OF t.'pOD PLAY- E' '1171 '':. - EXISTING MIN.2'x4'STUDS f'�^; 'l - - COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SHEET 15) O 16'O.C.PAAX.REO'0.-� — I 1/2'PAIN.COX PLYWOOD REO'D. PLYWOOD TO BE ATTACHED TO I/2'LAIN.CDX`t'':-WALL FINISH' SUIT ANY INSTALLATION. ILEXISTU40 MIN.2-x4"STUDS @ 16'O.C.ILAX.REO'D, STUDS IN ACCORDANCE WfTH PLYWOOD.RED I) PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ®I I. WALL SILL INSTALLATION ♦SEE UP QAT10NS OF USE OF WITH SECITON 2322 OF THE F.B.C. BLADE( :ON SHEET i9 HV WALL SiLL iNSTALLATIOL3 j:;r�s�Q�JJ,HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone .'.��,`'»" -„'„ ^i/ �•^ ©'2017'EASTERN METAL'SUPPLY,INC. �T sem'•.`' BERTHA HVTM 4 i�. E C O �>y�. . ,� �7 ,� Accordion Shutter System 4 • ■ ■ ■ H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems REV.No 0E3CRIPTION GATE DRAIN BY: N.L. L1 {T TILLIT TESTING & ENGINEERING COMPANY Association, Inc, 1 OLD 1s-oso s/o2/1 aATe oe/a2J77 0719 II.W.]BIA SL,Ste.303.V O M CARCENS,FLORIDA]318 4268 West Roods Drive 2 , »1.E Pham:(305)671-1534.Fax:(305)871-7531 DRAWING No SI`•..............� �,t a-m'I:tinecoCooat.com West Palm Beach, FL 33407 3 w\\?�Lii' EB-00067,19 Phone: (800)432-2204. Fox: (561)209-8380 4 17-122 Jryr ,y 1+ WALTEa a 7w9 Sr.P.E. SHEET '.P,�."`SE9L/S (�.AT41RE�DATE" FLORIDA Uc,(I 44167 3 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & A HVA BLADES (AS APPLICABLQ MAX. SHUTTER SPAN L+ OR'L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE MONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE A i G SEE SHEET 19 FOR MAX SPAN & FWALL FINISH A.S.O. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON .! ^1(4'0 TAPCON WITH •�:� ;::,t ._ —EO E4 2'RAIN. ADVANCED THREADFORM _ EDGE(IF APPLICABLE) _ TECHNOLOGY W/1 1/2"Iain. 4"x8"(BEAM EXISTING ` PENETRATION OF THREADED WOOD BEAM REQUIRED. — X AREA TO EXISTING WOOD STRUCTURAL ADEQUACY i "1 HEADER. 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM -- --1� -�"— l-EXISTING WOOD t' (SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD TO BE CERTIFIED h'Y .-EO E _ TRUSSES OR I'Min• CHINE SCREWS REGISTERED ENGINEER OR 1 2' i RAFTER®24' 1 1 g CO-LI: Wj t j4'-20 NUTS ARCHITECT PRIOR TO j t' +�' 1/2 O.C.REQUIRED '{ ( SHUTTER IHSTALIATION. P _ f _ .0 12'O.C. .0- Jin .._ . } I/4 TAPCON Y f i oR iS ..ADVANCED-THREADFORPA EXISTING SOFFIT - a - _•257, ;E1E. 1YL.L W/ 1 1/2'Min. I +� 4 I 3/4'1.10x.THK. �'� `, �..--'.•-Y`� I�}r ( (EELS HE EXIST ONTHREADED StOH£�E85) S.I.T.S.j4• ,...t { 1 I Mos. TO EXISTING V OD EO EO- 1'.4'x1/B'CONT.ALUM.TUBE OPTIONAL P S 1 �+-.EQ {j, O OF 13 OF 15 O 6'O.C, ~ (3)5/16 ALLOY)CR I t.c i t or i©or 15 (3)s/18.0 LAO SCREWS To EACH RAFTER OR TR SS. I 1 (� I� it i LOCATE LAG SCREWS' MIDWTDTH OF EXISTING WOOD L.EXISTING MIN 2'x4' -----�1� MEMBER.(2'Uin.Ii01ANA1 YfiDTH) EXIST]40 I HEADER REO'D PAIN.SEPARAT1014 L I I m OPEN HOLE AT EACH-�, W/2'Min.PENETRATION OF GLASS .4 TO CLASS I STUD 70 ACCEPT 1 jI THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) I E GSLTIAISB_J II I!I� 5/16"0 LAG SCREW 7S INSTALLATIONS WITH 72 peT 7 �5 AT CENTER OF NHL. 3 MAX.ASA.DESIGN LOAD AND 1 ? ulk SEPAMOt vI J { ' 1� 9'-0'MAX. SPAN.THIS M11 S2tRAncN i f; ry INSTALLATION IS ONLY VALID -oCu�as sta n TO�C� FOR Y7000 W/MIN.SPECIFIC HV WALL HEADER INSTALLATION. „ cR aJDET•.m �: q EXIS71NG —s;•�Eot (i GRAVITY D 0.50N. DOUGLAS 32w.-P GLASS--•--I ON sw t4� I 1 OR 0 FIR OR SOUTHERN PINE N0.2, NOTES: 1 1 OR I OR EQUAL. ,-SEE SHEET 4FCR TYPICAL SHUTTER ASSEMBLY, , 2-MODNTWG SECTIONS SUI CAN IN COMTION. ,{T,HV CEILING INSTALLATION .',SHV CEILING INSTALLATION BINED 1N ANY WAY 70 SUIT ANY INSTALLATION. J t 1 OR ;MIN. SEPARATION ' MIN.SEPARATION J -!50#DCA.°.Get SrTIT TO SCHEDULE i TO GLASS EXISTING ;' sma ,�,�,'��yjjL,,,,,��I ( i(SEE SCHEDULE r f ! 1 G. Tai ON SHEET 11) EXIST,NG (SEE SCHEDULE ON SHEET 11) r r 1 GLASS'•. i t$A7FS t.A, i. , I 1 I CLASS—, T (lyLTERrJATF� :I ... I'• I ANCHOR ` I(� EXISTING •.' YlAU.- - t I LOCATION GLASS— k i HEX _2`x6'MIN.WOOD r Not. 1 I I i T- 1 FlNfSH� )!I .. I''1%4' ©.• RED 7 S' .3/81 uIN. "'�.._,_�ASH R4 HEAJ TEK - � NO -WOOD REQ 7 „ „,�( 19 1.10x. _ '�ti I SCREWS tl 12”0.G t WOOD }-- ��-1•,�',`�. DECK,REQUIRED(NO - ----^„ DGE OF DECK I w tt .i 13 OR�• _ .;FINISH-7+LLOWEO)-/ I 2' �eJ IF APPLICABLE ��( LVE EO- I/4'b-20.3/4'S.S.' EDGE OF DECK r v - - - ---- _tj4'0 F.H.TAPCON st(Ri 1( - '�ti_-1/4b TAPCON WITH I i' PHILLIPS TRUSS HEAD IF APPLICABLE '��,J_ y`�.EOCE -- ADVANCED THREADFORI., ADVA14CED THREADFORM Min. MACHINE SCREvIS ��..+ OF J -- _ ; --- TECHNOLOGY 1'J/ 1 1/2'1.On. vl 1 4'-20 NUTS 2'PAIN.•.•..-�--� -' 2 LUN. TECHNOLOGY W/ 1 1/2'mi.. / / � •� DECK IF � - ._� -I PENETRATION OF TIN 2':4'CONT PENETRATION OF THREADED © 12'O.C. - APPLICABLE —2'M.N,-- AREA C MIDYJIDTH OF WOOD j SILL PLATE AREA 0 MIDWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. RED 0. PLATE. Yt/ i ij2'twin:pENtTFWTlON OF THREADED AREA 1NTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) '' (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UI-7TA710NS OF USE OF �^, � ., =pABLADE LIQ:ON SHEET 19 'X�EY WALK—AVER INSTALLATION iV HV WALL SILL INSTALLATION (W!HY FLOOR INSTALLATION FLORIDA BUILDING CODE High Velocity HUrricpne Zone) ©2017 EASTERN METAL SUPPLY,INC. , P — ® BERTHA HVTM /TMUEG ��� Accordion Shutter System H.V. MADE#1 W OR W/O RV 4NNDDNV KAM American Shutter Systems REV.N. DESCRIPTION DATE ORARN BY: I.i.L TiLItT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 15-0e0 5/02/1 GATE: 08(02/,7 6355 It.n.36tR sL,sle.505,VIRGI.VA CWCENS.rLOROA 3316 5-+;- I_ _i Phone:(305)87!-1530.Fax:(3De}eTt-7531 4268 West ROaos Drive 2 ;•p2 i^ '2'V' -oil:tilt, 0...e West Polm Bench, FL 33407 3 DRAWINGNo •�ti Ti `' E8-0006719 Phone: (800)432-2204 .Fox; (561)209-8380 417-122 :. ............ WALTER f� WALTER A,TILLR Jr.P.E. "P:£.'3'L�11/s(�Lwr�R£jropTE' FLORIDALIe.#44167 s SHEET ���� 6 17 OF 20 END INSTALLATIONS (T)" HV & 11A, HV# BLADES INTO 2"x4" MiN WOOD STUDS 2'.4'MIN. I WOOD STUDS. 1/4'0 TAPCON YtOti ��.•� i , (!S APPOCA9LE) /\ / r_ZD4%CEO THREAPFORM / 2.4'MIN.WOOD TECHNOLOGY Rw BULLOCK / SMOS'REO'D. J 1Y00D STUDS. \ /( ( \ J \ 2•.4•MIN.wOCD 1(\ J ANDHORs o a•O.a / � t'', ; � CAs APPucABLt7 WALE— 1 1/2'MIN.THREADED j / I 1 t' STUDS REO'D, I\\ % ,t J• . 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PL 'OQD_ 1YAly✓ j 1/2'MIN' AI TE(LOCATE ilON RA�ad:a FINISH ' 51/D3 LT) 40 O) use 1•oa T wM. 1 OF 4 Us+cn+:+s4a.11as�o•-2• ; i 0,6 S.M.S. -BU, 0 C. P,aa/2• --• � t' N!pmr/a•aru. , 't 016 O.C. j .-1 J a(31 uxars aiJ nmcox nnH A•rvu� V �•�"' TxRc.Sraau 1Eaalxocr i 1a x-As Sas y DOR 9�4 /J SEE DETAIL X FOR,/ 'oan Ar 0,vm Srf vL,.) OR 6A'4 J SIDE CONNECTION VI OR Q94 1 I u SEE 0£fNL X FOR ,�I OR`1 KTO TRACKS SEE OETAR X FCR_' ;l j/uu.©•�06[��J O...�S. IJ SIDE CONNECTION S�q r6, r" SIDE CONNECTION �`2'wt3 w(�•?�.�1.�0•-7,,J. x TO TRACKS `' C+-CD 07 06-'�'"73a TO TRACKS ao,• ,.�j.�3, y.23> Z"@vt �7.,�.,to:" a a•�'a 7-cr- ,.0- aa• a .�.fj.�s„ Q•f •a�,.C'.Q•.�6a r 4 Lp'J s^•,7)•1i..6 7 TB^ ts•ta'.�3• a A3:.Zs=Ls.Qa.(5J•%. ss•Is, (1-1 e.•fi..7r. ( •tg.ns•%�.1L'6.�. J.1(8.09.•@31-OR.• . , .. .. .. Is C•:L.a q 9..12,-9•C5� 06•S&o 15••�3biiff• ` r'I END CONNECTION D AI i END CONNECTION DETAIL 11,0 END CONNECTION DETAIL 7' END CCINNECLON D�TAiL�'; DETAI .9i EXISTING 4 REQUIRED ONLY FOR SPA715 GREATER THAN 12'-0` EXISTING CLASS 1/4'P TAPCON W11H 1/d'O TPPCOH wI1N ^GLASS -] i ADVANCED TNREADFORfA ADVANCED Y Ira uuE 1 % __ _G _•� TECHNOLOGY 3TYt 8U0.4r"7,t TECHNOLOGY 1FN UU4.DIX ---� ANCHORS wl i 1/2•NGT. JLN NORS w/1 1/2`19EI. 2'x4'EBN.Yi000 THREADED PRIETAAnON THREADED PEN E9L_ /910.112 S.U.S. MN.SEPAPAIRON ♦ SEE WAITATIONS OF USE OF W-It SMARATION STUDS REQ'D. I WTO STUDS O 12.O.C. INTO STUDS O 12'O.0 (( 618 O.C.-, TO 6035(SEE TO CAW(SM BLADE iA;ON SHEET 19 SCHM LE CN 91,27 i ) •� j/2"MIN. 11 pl�Spl(r-AND I4r `J 11 FM RAE t17J1'J ON Si:'E7 19 FOR _ UADES 06:FORJ .� :16ti, i BLAo-3 CSI ac ny r .s.,_ 7.7 T it /2 h' 'NI\ t,•\ % --•_?V iN+. ' I �z+cx�3:_P?t4Gatj� /J{,��+mQ•gC*.t7.7a0e:tO.AS. .�-tYNA KNISH 2'x4'MW.MOOD/( YrpLL h Iwu.a �..B�a;10^E9^' `-� Y STUDS REO'0. — nNISH 'L-E6-75'-1D7•jjw([7,.8,5a PLAN os•te,a.;T3•(�.Q.y'�. 13'-leoli7•aeaC.•�. fl•Lg'a .•13.99•iS •16'a: •13i 19• - DETAIL X SND CONNECTION DETAI Ell . ' END CONNECTIRN DETASL21 FLORIDA BUILDING CODE (High Velocity Hurricane Zone V 2017 EASTERN METAL SUPPLY, INC. v1CL(SdS '• `' ' BERTHA HV ,Ta a 1LE C1 —. ■,~7■�.,�■ Accordion-Shatter System ?* " H.V. BLADE#1 W/OR W/0 FIV:VdNDON �` do American Shutter Systems REV.Na DESCWPTON DATE OPATN By-. ML TILLIT TESTING ENGINEERING COMPANY a•'• J••E�C•,/� 8755 N.W.361N.SL,Ste.305,VACNM CMDVIS,FLORIDA 771E Association, Ino. I OLD 15-080 5/02/17 DATE: 06/02/17 �:.•x•�--6^- '^+-/"-1--4� Phone:(305)871-1530.Fa.:(305)671-1531 4268 West Roa6S Olive 2 '�'•.L� I� 'tC• tt -61:Dt...0 al.com West Palm Beach, FL 33407 3 DRAWING No �•Qn "••• •"' \Tai 111 EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 a 7-122 t)�ppy � w sst WALTER A TILLIT Jr.P.E. p.E:SEAl�(ft"LIIRE'f DATE FLORIDA Le.#44167 5 SHEET' 6 i8oF28 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (,-)HV BLADE ACCORDION SHUTTER F=M WORKING IN t �/�!wy j_�. i A 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.e.f. y `�7 I v�•, 2.MAX.SHUTTER SPAN:96'. 1I I 3.ALLOWED MOUNTINGS A D,G k H ON SHEETS 6,7;AS WELL AS MOUNONGS M.0.T.U 5:W ON SHEETS 16 k 17. Iy \� ONLY CENTERMATES 1 (BOTH W/ +OR 2 ARE ALLOWED WITH i i R 1 (21J ARRAyGED IN A SYA Ei OR OPP09NO LAYOUT.IN CASE OF OPP0NO I l2 1 AR,ff.DUST 8E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF fi r.^^124-Z7 CENTERMA E v yip 1 ( S.(A)TTV WINDOW BLADE to SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 7YP END /�ytJ� + (3-0 HOLES)FOR®PER LADE AT SPACINGS SHOWN ON SHEEP 4. (e)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF'HV WINDOW BLADE to 44 , • OF ANY 3'0 HOLE FOR 44 SHALL BE 12'. MAY 5 WINDOWS rP+' /?t� /fit} trig ALLOWED hT 1N `3� tr t - l•7 1. lr 1 L•( (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W P.7NDOW BLADE R9 ���lll 3 VV 3G f ���...rrr SS!! iJ WINDOW BLADE 11 (D)HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID HV BLADED w A THROUGHOUT SHUTTER'S WIDTH. • , s - (E)CE /ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE i AT EITHER SIDE OF THEM. f 1!' 1egx 3�ny (F)POLYCAReONRTE LN WINDOW 4 SHALL BE INSTALLED SO TH,3j TABS FACE SEE END I V 9 THE INTERIOR OF THE OPENMC B�NC PROTECTED,FIV YANDOW(44)MUST BE F CONNECTION /•,- /+l A` /•1 qL (•, /r1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL pROVIpED BY LSSA, DETAILS ON SHEETS U �f `� i� INC. FULL HEIGHT,J i U-�x S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAJAE ! > tAl 5 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP P 44: D�54 1 k 2 ABOVE). �+ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS LIMITED BY I I SPAN AND DESIGN LOAD(SEE NOTES t k 2 ABOVE). I t(5EE DVH FOR REQUIREMENTS) L := B.MINIMUM SEPARATION TO CLASS SCHEDULE: ' D H '35-•1YP TOP k BOTTOM W j;1 21 Ge q q;aR 6 I+lu; , SHUTTER SPAN MINIMUM SEPARATION TO CLASS (� ) NUMITED anon! 86'Mas. 5' ELEVAflo :._.. . . ALN.sEPWAY,av To wss MSTING GLASS- 4SEE SCHEDULE DN SHEET 72 FOR rA:A)f _�� I AND ON THS 9•EE'T FLW Fl!'JE��l k AA _� t2ia'22 } ALTERNATE OPP04INa CENTERMATES 12jr22,W/,•a(EXTERfOR ONW 5 �- JAt _ // f77P �i� t �\ f _i 4. AND W/ ;,}'OR 2,5�f3EE NOTE 4 ABOVE) '20' TTp, SYlAlAETRICAL CENTER1dATES111113 .-'•� / �,,,,M » W/f DR AND r:� ..•' - - W/05,'(SE�NOTE 4 ABOVE) TYPICAL 11) HV BLADE WORKING IN'UNISON WITH HV WINDOW BLADE f SHUTTER* FLORIDA BUILDING CODE (High Velocity Hurricane Zone xl \w&Ik. 7:��f�,- - ®2017 EASTERN METAL SUPPLY, INC. 'may= BERTHA HVTM !L ECO ,>1�. A.S.S■A■ Accordion Shutter System 1 ,,J� �'--zrL-'-r-"•. H.v. BLADE#T w/oR w/o H.v WNDow BLADE "• /•�./ American Shutter Systems RE'V.NO DESCRIPTION DATE DRAW%BY: LLL y� TILUT TESTING & ENGINEERING COMPANY Y 5T4tTgF T ; Associatlon" Inc. OLD 15-080 s/02/17 DATE: 06/02/17 B]55 N,w.]SLd.5L,Bte.5tl5.VIRGINA GABODiS,FLORIDA]]I6 ' 4268 West Roods Drive 2 L PhonO:(]05)877-:tnt .Fa: (STbT871-1531 Wes{ Palm Beach, FL 33407 DRAWING No . -�"�+'•., . .," s-maa:tnteco6aatrnm s {e�'tA•� •......•• [["r"`d',tx EB-0006719 Phone: (800)432-2204 , FOR: (567)209-8380 4 7-122 VJ� •"L;yl .,xt' WALTER A TILUT Jr,P.E. P:er,StAJ'S10"Yi CJOATE FLORIDA Lk.j 44167 5 SHEET 9 OF 20 'REQUIRED MINIMUM VARIES INSTALLATIONS W/� W/ 1 HV BLADE & HV CENTERMATES f21 -12.000'Max.; P. t t/2'x 0.035"THICK - 'G uin.ASTM A-653 GRADE 40 2•Max. �. 3" Min.G-80 GALV.STEEi a 43b INTO •METAL. STUD WALLS ha Z METAL SPUDS AT 16"O.C. �' --------- 6 6 O.C. 40�. 41 C p0 '-"'--��- 1/2" 475"' � 3a 114"o NOMINAL �-j Se GENERAL LIMI lalONS AND CONDITIONS OF USE ALUMINUM SLEEVE F BERTH E ACCORDION SHUTTER 6063-T5 ALLOY LREQUIRED MINIMUM ' ldrn• 43v •�• / `-' '' .N a • SYSTEM INSTALLATION TO METAL. STUD WALLS 1 3/4'=6 t j4+k 0DJ5'THICK Mi..i 43C IT s-D.C.�1-••;;; - a ,- —+ - SEPARATION TO GLASS SCHEDULE, � 3 DDD• CONT.CALV.STEEL TRACIT CHPNNEL., 1 ;,I+ I L_ _ 1----Max —1 GGALVANIZEDS3FA FASTENED To Siuos60 v 6'o.C.�EKIsnNG FlNisH t. MAX. A:S.D. DESIGN PRESSURE RATING: +75. — 75 p.s.f. Max. W/(2)46x1/2•TEK SCREWS ON I L +1 I I a. MINIMUM INTERIOR&EXTERIOR FACE AS APPLICABLE i I ut f I 2. MAX. SHUTTER SPAN: 84" SEPARATION I 43c I ��" TO GLASS -`� LENGTH + 1' i MIN.SEPARATION •n EXISTING GLASS TO class '! 3:it1.A0WED-MOUNTING: ON-THIS SHEET. -�—(SEE SCHEDULE) a3 N 43 1 f4"f6-20X3" BOLT 3 1/4" MUST PENETRATE 43C i" ' EXISTING FlNISH , $ 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED _ i AS APPLICABLE I i I ® WITH 21 ARRANGED' A S METRICAL LAYOUT. REQUIRED MINIMUM 1 1 3/4•x 6 1/4'x 0.075'THICK uin.{ o s�°'°-S I `LJ I USE 0 {2), 35 {6" LONG,;'MINIMUM) MUST ALWAYS BE r•373'- QCNT.GALV.STEEL MACK CHANNEL.I t 43C I '—430 I ASild A-65J GRADE 44 Min.G-50 IN, AT XTERIOR OR INTERIOR ACCESS SIDE OF GALVANIZED FASTENED 70 STUOs I ' 1 fl 6'O.C. I ` CENTERMATE. N n W/(2)®6x1/TE TER FACE ON I ` i i I I I ' ,INTERIOR dt EXTERIOR FACE 1 1' , 1 1 1 TO • L1/4"0-20 THREADS o F * BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C 11-4"d CO UC CENTERMATE 21 APPLICATION WITH BLADE 1 1z O. O PRODUCTS FAB—LOK HD UZ REQUIRED MINIMUM w , -VARIES�I - M. 1 1'A-653 GRACE 40 L 2 Max, 6" O.C. 111, A F COMPONENTS Min.G-60 GAILY.STEEL MS WALL HEADER,,SIL,_L INSIALL.,�y�IJ• _EXISTING FINISH AS APPLICABLE SOME: 3/8'•= i• METAL STUDS AT 16'O.C. TOP&BOTTOM) -� �A VA 4 1 xw — i 3/4'x 6 1/4"x 0.035'THICK Mt + —_ —_—— — _ _———— —__...Z— .-— -—!— ,,CONT.GALV.STEEL TRACK CHANNEL. L EXISTING GLASS _ _ _ - 'V I - - ASTt.1 A-653 GRADE 40 MI..G-60 :GALVANIZED FASTENED TO STUDS + t SYMMETRYCAL ' ' SYMMETRYCAL1V/(2)#6x1/2'TEK SCREWS ON f 31 430 43b 43c _ ; I i I i i I i INTERIORd EXTERIOR FACE MIN. SEPARATIONR VARIES ; CENTERMATES W1 = CENTERMATES W/ TO GLASS 2~ I 1 j EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ;'; (SEE sciHeouLE) Idnx. i --- --------------------------- ------- ---- -----_—-----------------I r------ --- ---------- -------------- --------------------- — ---------------- 6•(TTP.) IAN.$EPA4i1NNT 10 CUSS IN MYL SEPARATK'3t 9Y TD GLA% IN Wj DOM LOCK(M SOEXU7 6't m.r••\WJ C(t196_LOGc t9¢ ..OUt- « Y '. -------------- -------- ----------------+-`-------------------- -----'---- ------ 12 ------; ----' - --�'-- -- --2-`_-- -------- ` 21 ---- - ! 21 '�--�^-- - .------ —i•- T LOCATED AT ')2 HV HEADER/SILL ENDS VIEW Y q.�) I .. (6"MFn.) • I t Z4 ! - ! SIDE CONNECTION TO TRACK 1 2 F �.-3 1/4"(TYP•)-'--6 1/2'•(TYP•) I 7 7^ 6 1f2"MAX.SLACK 1k* - {Cont.) I{V� HVB Te+j°d+"""'BLADE SLACKI DETAIL HVF ,�C FLORIDA BUILDING CODE (High velocity Hurricone Zone +ylt3 \ :,,...•,' �•�` ®2017 EASTERN METAL SUPPLY, INC. �rEC ®sBERTHA HVT?A' !L0 .H�• A.S.&A Accordion.Shutter System KY. BLADE#1 W/oR w/D Kv. wltelaw GLACE n 7tLLlT TESTING & ENGINEERING COMPANY American Shutter Systems AEV,Na DESCRIPTION DATE DRAWN BY: M.L •' �• x 6793 N.W.36 h.St.Ste.305,WnGtlr4 GARaIJ19,n.OapA]]IG Association, Inc. 1 OLD 15-080 8/02/17 DATE: 09/02/17 '+->r�r�*y ^-'•d-;� Phan:(305)871-1530.Fac:(305)871-1537 4268 West Roods Drive 2 DRAWING No s$ -;A i1;". � e-mol:Nlecal9ooLaom V7eSt Palm Beach, FL 33407 w"^ S 'jDl1lA1„� ,+''•,'` WALTER AUT Jr.P.E, Phone: (800)432-2204 Fax: (561)209-8380 4 17-122 P.E.' /SIGN WRE/DATE FLOROA Iia.f 44167 s SHEET r..• s 20 OF 20