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Home My WebLink AboutProduct Approval (2) SRI �lvr. Business �P1 /: , 1lotion �tI BCIS Home I Log In I User Registration i Hot Topic I Submit Surcharge Stats&Facts i Publications FBC Staff I BCIS Site Map { Links Search o Florida , rProduct Approval ri USER:Public User Product Approval Menu>Product or Application Search>Application List.>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 j Application Status Approved Comments Archived C 3 Product Mahufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters I Subcategory Accordion Compliance Method Evaluation Report from a Floridal Registered Architect or a,Licensed Florida Professional Engineer I] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE CJ Validation Checklist-Hardcopy Received I Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum'interlocking blades retained by tracks Blade 3-(Non=HVHZ)-Drwg 15- (top'and bottom)for Storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S A.INC'. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports l Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A INC P:E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'711"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5.for others ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A,S.S:A. INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports, Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE•A.S.S IA. INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p:s.f.for HV1 and HV1A working in unison.See sheets 7, 11 1 and 20 respectively of installation drawings for other spans and ressures. 389.3, Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S,A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida!Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports, Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389.R8 AE A.S.S'A.INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on.sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please;contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the.Department with an email address if they have one.The 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: LM IM-1 Ed Credit Carel: Safe GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER vrsTEm SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORGIDN SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHAT BE DETERMINED AS PER SECTION 1620 OF"THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF-CONTENTS BE"INSTALLED WITH ADIRECTIONALITY FACTOR Kd=0.65.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM,(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER To VERIFY THE ABOVE CONDITION•ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHML BE FIRST REDUCED TO A.S.D.D°-SIGN WIND LOADSHV"BLADES C7] BY MULTIPOYING THEIR BY 0.6 IN ORDERTO COMPARE THESE W/MAI. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TIM 15, 19&20. " GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT:COMPONENiS AND ANCHORS.ON THIS P.E.D.,AS TESTED.WERE NOT OVER.STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS'bQ(USED IN THOR SYSTEM COMPONENTS 1-2D SHEET 2 ANALYSIS.HOWEVER."A WAND DURATION FACTOR CD-I.BO.WAS USED_FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEMCOMPONENTS 21737 SHEET 3 SHUTTER BERTHA H.V.ACCORDION SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERBTED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER .TYPICAL'SNTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: - _ TYPICAL WINDOW*BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03.80715.01-03,#1004.01-05.#1214.01-05.80317.02-06./0609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E I888 AREA 2: HV BLADE in AND W WINDOW BLADE TANHAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE,MISSILE WHERE APPLICABLE) -HV WINDOW BLADE ®.#0505.01-OB AS PFR AST1A E-1886 AND,E-1998(MISSILE LEVET.D'_WINO_ZONES 1,2,3)BASIC.PROTECTION ONLY-MD-0 0725.01-88 AS PER TAS-202 PROTOCO.Lm TYPICAL SHUTTER-ELEVATION &-NOTES ON-LOCKS SHEET-5-- . INSTALLATION_DETAILS A-F.CONCRETE/BLOCK. SHEET 6 2.HV BLADE Cj)AND IN 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 0-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(FN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814.2.75'AND 614:1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMAIE DETAILS FN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 bi YIELD STRENGTH AND 180 bi TENSILE STRENGTH.PINS SMALL DE CDATFA WITH BERTHA IHV DACFROSHtELD WAITING SYSTEM AS MANUFACTURED BY'APPROVED L'ENTERMATE ALTERNATING DETAILS FIV SHEEP 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE W MARKING ON THEIR HEM. ... .. ... - END CONNECTION DETAILS 1-6,.CONCRETE/BLOCK SHED 10 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 Im_i AND 35.7 kai FOR MAXIMUM SPAN TABLES � "� � SHEET 11 6005-T5 ALLOY. - ANCHOR:SCHEDULE- CONCRETE&BLOCK" SHEET 12." . . S.ALL SCREWS,TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 w MIN.YIELD STRENGTH AND 90 k$i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&13LOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - - -. ,. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WHIN 35 k I MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE.(D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN BLADE( &m WORKING IN.UNISON: 12, 13& 15 NNSTAUATIDN DETAILS S-X,WOOD SHEET 17 . END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATEN 16'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PMT BY U.S.PATENT 15.458,179 ISSUED TO EASTERN - METAL SUPPLY.INC. .. 9.'R SAM 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 O�3::HV WINDOW BLADE A ONLY' ALL SHUTTER COMPONENT EDGES WHICH ROMAN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL.SHUTIER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.'DURING PERKODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK ALL FIV AND HO LOCK& EA 4: W WINDOW BLADE 17 J ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTILLATION 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 SYSTEM'S INSTALLATION SAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS'APPUED TO. - .. . 13. (A)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES 140T PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e:WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SOECTION•PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, 13ASED ON THIS P.E.D..PROVIDED HE/SHE ODES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT STYE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS, IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED IWAUD IF ALTERED BY ANY MEMS. (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.PRGJECT MD: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. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. cHN FLORIDA BUILDING CODE(Non High Velocity::Hurricane.Zone - ```ASAP"•(� ]/ �i�� . .. - - 2015 EASLERN METAL SUPPLY.INC. . BERTHA H TM o�Cf �+ Accordion Shutter System A.�7■S■A.1 H.v IM ADE#1 W/OR W/o H.V.WINDOM BIAIDE American Shutter Systems FSMFIION DATE - DRAWN BY: ML. 9; 4u,RlE .7F :TINT TESTING & ENGINEERING COMPANY A$sOC1OfI0n, Inc. .1. OLD t 1-192 4/13/15 DATE. 4/13/15 OF EavNW..sHw.u.SYaaosA+Rcuur+AvcNstt a71 4268 Westroods Drive 2 DRAWING No Phme:.(305}871-Is:10;Tau:(30s)B71-1531 A--v4co am.-I West Palm Beach. FL 33407 3 A LNG No ' NAL EN �� wA1TETiED0. 111T1Jr.RE a . Vooiu t LNA1A FLORIDA Lk.8 44167 5 - SHEET N.E. SEAL7 teff%T E/DATE 4 1 of 20 a .-. •/ 3Y rTm r+mon faioc nB N _ ___- _ VARIES 1:491' a s �s' o • Ma+. - - 1.200• 0'2�� o bi • 0454. o $ � •� � N 4.371. 4.857'. -_- 4.999• • - •4�)y� (J HV SOLID BLADE 3OHV UNIVERSAL FLOATER 375y OHV 90'j180• STARTER COVERED UNDER US PATENT 5458179 QUALIFIED FOR W/ QUAUFIED FOR USEV/ BLADE1 ®HV DIRECT. MOUNT HV BLADED ILIA HV.WINDOW BLADE; 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�(jS1��E W/ tN 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 - BLADE(1) .3731. ' 6063-T6 ALLOY AND TEMPER _ ,_3,T2¢____ 1.500'y 6063-15 ALLOY A TEMPER .124' c1 085: III �7 _2.670' d� :�6. •6r0' t222r � J2 N 842 4897' Man- 20 ' HV ADJ. ADAPTER Wf LIP 4556 '9201.375'3.22ounuFlEo POR:USE w/ HV HV WALK-OVER TRACK OHV ADJ. FLOOR TRACK woE ) QUALIFIED FOR USE w/:14V (�HY TRENCH TRACK ' 3.750 6063-76 ALLOY AND TEMPER BLADE N QUALIFIED FOR USE W/ IN OUAL-IFIED FOR..USE W/ HV - 6.O63-T6.ALLOY AND TEMPER BLADE 0I.:ONLY. �:HV RAINGUARD 'BLADE: 6063-TG ALLOY AND TEMPER QUAUFIED:FOR U�E W/ HV 6063-T6 ALLOY AND TEMPER = VNtIES 1,Q36 _ . :BLADE 1 '9 9' 1.915• 6063-T6 ALLOY AND TEMPER Mai VARIES-1.936' � 1.917• _' - _083" _ OB3• _ ._08]' $__.093_ �PI a •I .093' .100' / _� 'I __ _ Y • _......_._ m .060' ;a m .060' o II 670 L .093• .060• ' gyp. 6701.686'_. a CSS 670 3.29' ----3.520'------- m 5 • 670 1'1 HV CEILING HEADER C? HV:HEADER�SILL 33 HD CEILING HEADER/ "79. OCIALIFIE0 FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADETQONL.Y 6065-T6 ALLOY AND TEMPER' QUALIFIED FOR USE W/ W BLADEC� 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV -T 6063-T6 ALLOY AND.TEMPER 60636 ALLOY AND TEMPER BLADE lO ONLY- 6063-TG ALLOY AND TEMPER T _- - COMPONENT A R TI T2 -FTMD., Y MD.t a1I 2• 2� 0.125' i 1• 1' oacz' Q z. s:MA%.I 1/6' t/e' .. 3' 3' 0.090• I8 2' S•M4)L. 0.192• 0.192' 16 SIDE ANGLES -- CORNER POSTS QUALIFIED FOR.USE YI HV ALUMINUM ANGLES �9 2.5' 7•MA%. 0.190' 0.190' / .. �QUAIJFlED FOR USE W/ HV BIADE.� QUALIFIED FOR USE W/ HV ------_ - _ BLADE(D 6063-T6 ALLOY AND TEMPER BLADE D ONLY. ® 2- �5'MAX-0:139' 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ,. - FLORIDA BUILDING CODE(Non High Velocity•Hurricane Zone .. .. - -- - .. ..``�� P•Tf1(�'''�.,,� .. .. .. ...(0 2015 EASTERN METAL suPPLY.INC: Q:' LENS BERTHA HVTM F Accordion Shutter System L E C o SNC. A.S.S.AI(, ITV.BLADE#1 W/OR W/0 H.V.WINDOW MADE *=. American Shutter Systems 71Lt1T TESTING & ENGINEERING COMPANY y EVDFSCf4PT ON DATE ' DRAWN BY:'M.L j Asaoclattan. Inc. ., OLD.11-192 4/1,3/15 DATE_ 4/13/15 STATE OF �,` 6355 N. 3661 SL.Ste.M.NRGMA G&RDEN5 rLOWA 331 4268 Weslro0ds Drive z Ph 'i :(305)871-1530.r.i(,3o5)871-7531 DRAWING No O' FLORtO ,.'��``� .-m.a:puocoOeoLcan West Palm Beach, FL 33407 3 5-085: SS/.....��C�``° wALTEn ti 6r'r'J,P.r 4 .. ONA- p FLORIDA uc.A 44167 a SHEET ... P.E. gthi),7661 IRE/DATE 6 2 OF.20 _ 4.6@0• .929" // C CAST 20 4.576' 745" _2.293' _j jy. Mf-2MGD/2. TNRFADED Homr Ewan 1 4'-20 2.9 .745" -_ o I p I (2S11P.) - BE CAST PAWR r Houw.F.,MEL -- Oy60 m ,y ADD DIT OAIn MITE D IURN fl4KE D DAJ. - -__ O m rr • _ _ n m KNOB. .062' n 6T40.. ✓r"n "' .-_ ..- .875_ r .,. :JIB appal,CyL.M _ BRASS 4Y4bDl a4g4. I '� . &'KEYS(OQSME (OU+OMEPIAIm) Rq) I I.-_ PLATED) 21 HV CEtyTERMATE y� °m. } o. ` 1.37& $^ - $ HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE O&®ONLY AIIFI V O C �� T o• 3.023' a7C QUALIFIED OR USE W/ HV QUALIFIED pOR USE W/ HV 6063-76 ALLOY AND TEMPER OUAMEO FOR USE W/ HV BIAUE L'./& ONLY �/ --. .. BLADE 6& �ONLY. BLADE�1�& ®ONLY. 6063-16 ALLOY AND TEMPER .. HV CORNER..CENTERMATE (24CO FOR:USE W/ HV BLADE(j)ONLY 250'O.D. . 19' '7.874' 6063-T6 ALLOY.AND TEMPER PLASTIC HEAD, S _._-1.756'- - .922*_ _ - =J _____ _- _ _M104 SCREW to MOLD TO °O . 17 ' m1 o I..I.. �. 360'AFTER RrVETINC I.am•-�- 061 m 06Z, o ^ J3 5' v " BEFORE RIVETING �3. 1/4"�-20.x 3/4 4"0.-20 RIVNUT; S.S.: THUMBSCREW 1/ j - � SEM 9444 AWMINJM(2024-T3 AU.QY)LARGE FIANCE TKN m P�.I 9HF7T NUf5F3R,PART J.082%!S'�4ANUFPCiIIRID BY AVOEL 2. � _�7 i m _; a m -+ CHERRY TEMCRN.VARSIPPENY.NEW JUtM 07051 OR EQUAL �- PLAN ti FRONT D.EVATION HV MALE "T" LOCK CENTERMATE 4sc6__-' LOCKER FOR "T" LOCK CENTERMATE QUALIFIED'FOR:USE W/ HV BLADE 1OONLY HV FEMALE "T LOCK CENTERMATE (0 HV' "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE.W/ HV' QUALIFIED FOR USE W/ HV BLADE 1OONLY QUALIFIED FOR USE W/ HV'BLADE(I�ONLY W/HV-BLADE01ONLY. BLADEQI ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.917 ..a 3.161___. -- m °0 .r3Z `THUMEITURN _ • __°J! 9 0 CYUNOER OR .214' `O :U63 .062' I.06' KEY CYLINDER ' .214' .545' 1 .. ". __. -•__'n Ir � r nI I 0.075'Mfn. rr' a .40 ,., fl�--o ^m� 1 :125'Mar. HD T R o0 O OD HD CENTERMATE W j CCI 0 `6 m 1 o m QUALIFIED.FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADES�1. & ��( HD CENTERMATE'S INSERT 6063=76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER CJ _vailEs. lz' ... QUALIFIED FOR USE W/ HV BLADED& 1F - 1/4'0-20 Ss.'OR 3/8"0-18 1 30' 6063-76 ALLOY AND TEMPER THUMBNRN -AGEdI TMA19SCREVIS. t1�2" _ __�OCyU R K�1.78' M; CYLINDER 157® LOCKING RODS Gnr (R HD LOCK 375.0 OUALIFIED FOR USE W/ HV BADE( HV 3/8"0-16-ACETAL 3�j }j1L1/4" 0-20 AISI 304 BY.REGENT.HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. � 6063-T6 ALLOY AND TEMPER �/ 'SERIES S S THUMBSCREWS OUALIFIED FOR USE W/ HV BLADEOD& IA Q 05 INSTALLATION WILL REQUIRE A 7/16•.HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE DRILLED AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED F NU !(pp V BLADED FLORIDA BUILDING CODE(Bon High Velocity Hurricone. Zone '(D-2015[ASTERN METAL SUPPLY..ING Q•..•'�pENSF •,. '.i BERTHA HV,M *" 1L ECO limy. A.S.S.A. KV.Accordion #1 W/OK Shutter.WNINIM GLADE c cc_ American :Shutter Systems M,_ DESCR,P IOM DATE DRAWN SY: M.L. .:cc 4++ TILLIT TESTING & ENGINEERING_COMPANY o•. St Ec,� Association. Inc. , OED 11-1sz ajw/ls wTE " 4/+3/15 �i �_,nQ. a`. DS95 H.w.JBU.st.STa.SW.vRCBtA G/ROENS.RDRM Ssl . ice''-{-y1a Pno�e:(3os)etl-1ss0,rm:(�os)a7r+v1 4268 Westroads Drive 2- --DRAWING No FF •:....:••'�� a:wt-oaa.om- West Palm Beach. FL 33407 s S/0 A�`;V�``'`` WALTER EB-M67 9..P.E. 4 _- _ 1 5-085. 'nnnllDl+) s SHEET FLORIDA Oc,d 44167 -- 3 Or..20 P.E..SEAL/SIGNATURE/DATE 6 SHUTTER ASSEMBLY SCHEDULE FOR My 1 HV 9 3/9"D 12"N DE -Q6 41 40 — TO GLADE P .'A T 25' Q HV BLADE 1 j 18 3 -- rWI D W DUNE .082�x .06951 •0825' .® HV BLADE lA ,bl, 1 �j j L !fG!M x-x °a GLADE'S .1875' Y HV LONG RECESSED NYLON BUSHING. .39it I I qF w KNUCKLE - 'D oaEN1N `0625.-' o.06a � ® HV SHORT RECESSED NYLON BUSHING o s 0�111 =� DDD I I 5oy�. ® HRf.7 V NYLON HAT WASHER Q OR ® y Ful B 2T10N NNS ,7 375a' Q HV WHEEL CARRIAGE AISI 302=303 SERIES I I w a9 '�. 40. j I ~/ ��/ez.eiso' % 0.870"x3/16" THICK NYLON WHEEL. 3' I MI. I jj 2 CLEAR 7/6' 7y __.IN. ' _ -W-IN-av _0SERIES S.S. RIVETS 03 _ 0175000.168"P AISI 3d -4315SEPIQATION BETWEEN -0625' DL0695 HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR f 5 3 ONIN ON TERS ' :f�CaaN Y Y © HV 2 3/4" ACCORDION PIN W/ #8 HEAD * I- '-r '--- I- 41 �a7�"2_� � - 'IJ -7500'��R� ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 6EaTnrsEH. TYPICAL HV WINDOW BLADE AND OR ® or ® :I. O POLYCARBONATE HV WINDOW DETAIL �39 N,1.5. kEQU RE ENTS) I (L-)DR ® I 'I *PS11YS6113BQF IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'MIN cE cE RESINS, UN-STABIUZED GRADE OR SABIC I TO BLADE- M INNOVATIVE PLASTIC LEXAN 103 RESIN t' s1 OR I (SEE NOTE 'F" ON SHEET 19). t O ® v � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® c rc BOTTOM KNUCKLLS OF IJV ACCORDION SYSTEM W/ HV 1Q OR i ;r l9 POLYCARBONATE.SOURCES FOR 44 HV 1 BLADE. i EXTERIOR APPLQQXL RIMAJ O TYPICAL SHUTTER ASSEMBLY P,�1 P4y n„ N.T. . - HV PIN t2 OR©4 AT REiIIroc[ (2) HV PIN ® MAY BE USED IN UEU OF 0 AND, ONLY AT EXTERIOR BLADE'S KNUCKLE. I PN6i= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM T. HV 0 ¢0.324" ® �! (SEE:NOTE FOR Sm W`vTr ASTM W92 0.00 mAn' am m!' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 04 ® 3 REQUIREMENTS) YE wRra. . TENSILE n¢D STg GTH ASM 001e 9.100µf+. 9500-i (3) HV PIN © OR ©W/ 1/2" O.U. 1/16'N THICK S.S: WASHER O 5 j jll 7lFJNRltSIREIcnIA1 YD ASN D12.6W w.. AWD va i'•t r2ExuRAt 2oouu5 AAMw99M '0=Pv+ w,00D v.v. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. �s> �� Ii Ili LITADL" SHEET QO '^7'C'wrm_u_.-c:.nom• ATM o7:.c to rr-m! 17 rN-e! WEL CARRIAGE DETAIL ymm ATE ASTM D23U 412_ ASSEMBLY LAYOUT RATE W auwwc &7uLxiss c-1 awss G-I ass N.f.S. say IGNIIiID!N A51Y DIM IOW T 990'P 1 AS7Y 0155 TOMLE SITIMni AFTM VrATII ASHY 9.19 93M PSL 0910 PeL (1) HV BLADE SOLID & �� HV WINDOW BLADE DETAILS IEN9LE SR65060RE IUl EIED ASM 630 H61 P": e99a°� N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL_SUPPLY,INC. BERTHA HVTM A.S.S.A. RV. Shutter System .BLADE#1 W/OR W/O ITV.WINDOW BALE • ¢ � id1 American Shutter Systems EV, DESCRIPTION DATE. DRAWN BY_.ML Z. TILLIT TESTING & ENGINEERING COMPANY S 35TT *= - - Association. Inc. T OLD 11-192 4/13/15 DAIS 4/13/15 • ATE OF - aids HA.Sam.SL,stn-,M.xR`WA.rJ9i✓DENS.iWRVA 3316 P bno:(305)871-1530.F9.i(305)871-1531 4268 Weslroods Drive 2 OF2A'NINC No ,c�� •, ORIDp .• <(�� a-ND91 tut-9.0— West Palm Beach, FL 33407 3 15-085 WALIEED OOOLLITTJr.P.E. t FLORIDA LIe.19 44167 5 SHEET P.E. �1��f311I1��URE/DATE fi 4 OF 20 �.a• _ -S NOTES*NOTES ON HV _LOCKS AND CENTERMATES: A B C.' B 'f9:•�m Y N S T U VA��,^♦3'� •�y, _ ... _ __._--_ _ __-__-_ ___ - �3`�'�„L�°R® 1.MANOMT'ORI OONDITION Ns ONE W LOCK or SHALL BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN .. °•� OR 12.'ABOVE OR BE OW /2,OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS T ANY ELEVATION. W LOCK(2�or�S MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON //�� TYPICAL SHUTTER ELEVATION. I Owl%•^ 2.OPTIOHAI QDNDITIQt1;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Q9•; 3 OR q§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS i0 CENTERMATES OR 0 SHALL BE!S.INDICATED ON NOTE(1)ABOVE- LOCATION BOVELOCATION OF LOCKS SHALL LTE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3.,OPTIONAL CONDITION #7 OWD'ONLY WHEN MANDATORY CONDITION 11 OR LM9M MANDATORY CONDITION 4.. ��1 ®. — - '.. t2 IS'USED Y(/TWO H.V. LOCKS): LOCKING RODS 00 ARE NOT REQUIRED AT_HURRICANE POSITION, BUTMAY 4&47 Ern 1.- 4 40 BE USED IF DESIRED TO.ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE -- --- - MAY ALSO BE-USED AT STACKING POSITION-(NON HURRICANE POSITION). W_ 4.MANDATORY-CONDfiION f2: ONE W LOCK-2j SHALL BE-USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK t or( SHALL BE USED AS AN OUTSIDE OR INSIDE.LOCK, N ATTACHED TO��{j CORNER CENTERMATE.W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING.RODS »75 AT TOP.& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. - I MAXIMUM SHUTTER SPAN SFWl BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. DB__ _ALTERNATE TO MAN13AMRY q& ONE ALTERNATE W LOCK Q MAY BE USED IN LIEU OF W LOCK or: FOR ANY.SPAN AND INSi T10NS AT ANY ELEVATION.ALTERNATE LOCK�-MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT (Dirt �� OF 1/4'0-20x3/4'S.S:THUMBSCREW TO�1 OR��CENTERMATES SHALL BE MADE W% 1/4'0-20x3/4'ALUM. 1 N Li to °D-�0 I ! bga RNNUT AS SHOWN ON SECTION HIVE SHEET& ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO. LOCKS AT 1/3 OF SHUTTER'SPAN. 6. MANDATORY CONDTIKIN.�j FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPANI -ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. Hv LOCK 03 or®or��MAY DE USED AS AN INSIDE OR OUT510E LOCK, ATTACHED To 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'=20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL,BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ SEE END OR 6j TOP AND BOTTOM IS COMPLETELY'MANDATORY. CONNECTION DETAILS ON D F E X I J K L Y P 0 a V W x SHEETS 10 h 18 TYP. FULL It *NOTES.ON HV "T” LOCKS AND CENTERMATES: HEIGHT. I --.- -- --- OF CORNER1. ... IO ... .. Dxtni°FD tro'tt LOCK AND CIENTERMAIES AND CENiERMATE �. ONE ALTERNATE'HV 'f'LOCK�l�MAY BE INSTALLED IN UEU OF HV LOCKS q. OR""FOR ANY SPAN AND �w'T"TmU,/ oa(Ja+10 •�3��+----- - INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 00,t4AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT J OF LOCK 0 INCLUDES USING REINFORCING LOCKER I�7,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST:BE TD,�w©•��Q,©�, CONNECTED TO CENTERMATES Ij AND q0 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x3/32'_ �•O•©°R`J•\!J•j$ou MAXIMUM E IN WINGNUToR�V AND BELOW IMIDSPAN. USE OF 7WO•Ox LOCKING RODSTOP AND S.M.S. INTO CK MAYBBOTOM IS MANDATOSTALLED ATIRYP� OR 12 �`}•t s�e 19j•3��5•�s«� •fi� *NOTES 914 Ha LOCKS & CENT TES: j• : ONE ALTERNATE HD LOCK(3')MAYBE USED IN UEU OF TYPICAL X) HV BLADE SHUTTER ELEVATION HV LOCKS Q3 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LD LOCK F MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK S0 TO @ IS W/3}8 x 3/4'F.H.SSA.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND NDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MMMUM BELOW OR ABOVE MIDSPAN. USE OF LDCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING COD ( on High Velocity Hurricane. Zone) P,Tfi"'A'' _ .. ... _ 0 2015 EASTERN METAL SUPPLY.INC. r BERTHA HVTM -S�P,''��CENSF' E C !L AS. A. O �N�. S� � Accordion Shutter System KV.BLADE yf W/OR W/O RV WINDOW MADE 1✓r �r.// 4-7.TF= -. Amer[cdn Shutter SystemsREV.W :.DESCRB',la+ DATE: DRAWN BY: ML ` TIWT TESTING & ENGINEERING COMPANY a= 36M SL,St STATE OF @ 6=NX 3D3,=MIA OARDM.FLbFJUA MIMAssociation. Inc. t OLD 11-192 4/13/15 DATE; " 4/13/15 4268 Wes(roods Drive 2 '�%<"•.PURI enema:(3os)B iw: X .Fox:'(3os)BTt-fs31 DRAWING No �- OW6719 m West Palm Beach. FL 33407 s �' /ONALE�a�`` WALTER A TIUl1Jr.P.E 15-085: J�JJ/T E\A` FLORDA Uc.B 44167 a SHEET P.E. SFAC/131GN►1111RE/DATE .. B 5 OF 20 -- - - _ POURED-CONCRETE ��RR1------------CCCCCC000000NCRETEANCHORS OR CONCRETE_BLOCK POURED SCHEDULE ON REQUIRED 1/4'0-20x3/4'S.S. POURED: CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONC REQUIRED (SEE SCHEDULE ON W/1/47-20 OUIRED @@-W-6-'E CONCRETE ANCHORS _ I_ (SEE MOUNT*a@ON SHEET 7) .. -_ - -_SHEET 1J) -- NUTS.e.127 D.C. . (SEE SCHEDULE ON STREET 13) Z OR 14 Min., 1/4'0-20;3/4'.S.S. Min.. EQ ED MACHINE SCREWS20 I5 1/ POURED CONCRETE ANCHOR$' 1 Ity SlYRATXN OR ®♦ Cl)NCRErE (SEE SCHEDULE ON SH Cr 13) 1 TO aASS(ffE 1 t IXLsnNG I ti GLASS III REO u ED -i,� Eq I m,,pp GIAS5=1 EDGE OF i I uRa�AFAnpv -SLAB IF ar 9fET 19.FTR TO APPUCABLE EXSHNG� E1AR.S O)&® d. _ r`(`Z-' GLASS 1 aR surrv)-_ i I i ALTERNATE. I I EXISTING K ` LOCATION ®10+3/4•HEX WASHER HEAD 1 1 OBW13�OR 15 3/a uaR. TEK SCREWS O 12.O.C. EDGE OF fx�i 3/8 NM� CONCRETE ANCHORS 8 SLAB IF 11 7 (SEE SCHEDULEON SHEET 13) E } APPLI- 'I EDGE OF EXISTING I 1 1 I i t Ili SLAB IF p _ GLASS----I I I CDGC OF—�I �I 1 2 EDGE of APPLICABLE - SLAB IF / SAAB IF Ici StPi2a1QJ APPUCABLE / - E.O: F.O. A. DO / CONCRETE PWRm FLAT rEAO CONCRETE ANCHORS - GOINGl// D. HEOI'IHED SCHEDULE ON SHEET 14) . I ,�En a )ANO ♦ POURED_ _ REO RED ' F(AT HEAD CONCRe ANCHORS (SEE I tdJ y�,g�_ 1 OR (® CONCRETE ' I _ REQUIRED. •_E. D.t--J _ _ _ _ _.__ _ (SEE SCHEDULE ON_SHEET_14)Y_ _ _ . _ 11 .TRENCH- INSTALLATION VALID ONLY FOR UP T0.+70, -75 PSF A.S.D. Q HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER Q1) HV FLOOR INSTALLATION t SCHEDU(E g3, SHEET 11 (G) HV CEILING INSTALLATION ' EXISTING J �"iO1..tvAwIDN�-- -___._ .. CONCRETE ANCHORS u xrw.anml (SEE SCHEDULE ON a+sm tl) ) t/L•0.l> AI�IiIS��1 SHEET 15 Q o 9�m IIj _ r 1 1 FJRSTING r _ _ _ TEa T40LO.Y OR 1/4 faRTRS 1 1/4- DaSHNG EXISTING J utt tIPMAIRI ro GlAS4 CULSS- i1 I FJSTM-RS TAPPER+AN341M.W/ . GLASS--I \ I(SII SONDIYt ON 3w 111.I � --_—O T/AI(. - un,s:Twulxw m 1 3/4•KN.E1�R O 6• .'i(s2 soenaII d 11) 1 I dC.FOR UP TO V-O*.SPIN M9 II I 4.O.C.FOR SPANS LARGER DYN I.1 4 1 1 �:-1 I I I I r 1/4` * 11J SF/LWI AUT.TL4}HI FbIF'EN IFODMAX Y I I i rMAx. DW.)(SEE HOLE tt ON SECT 11 L-- 1/2• 1 9 p♦ 'I 1 @10x3/4�HEX E • - !rn OIRtAms 3/B• ___ .__.—_rNAX. 13 OR 15 i y� i i i TWAS ER EK SCREWS• _ CONT. itRrt— 1 - m 1 38• O 12.O.C. ® 11 + -.`_. 814x3/4' HEX)LEADA• 1 1 I I _ 4 ;4 1/4•M2[1,3/4.55 YS TFK SCREWS 1➢9.O.C. - --- /�I 814x3/4"S.D.S. i i i i i/n J —USING 1/C z0 NUTS OR 1/M1"0-20 S.S. M.S. i CONCRETE ANCHOR; 1 - - .',LJ L--� •/ 019"0.C. — MO. , /4 NUT tD D'U.C. /-(SFE.SCHEDULE ON 12 _- I• ,1 �• 4, / O tT ac _JL-y I _ 1 '• \,MS7p1G NON SMUCTURY SHEET 14 18 1/2•' -'- 1 '_ (DECORATIVE/ 17 18 >• •_, 2.oD••iJ6N:- IY,YL rR'AI / EDCE OF I/ .1••• E.D. su) ( ,{ 114 4'F.H.S.D.S. A11N. 7/8• — 1 7/8 AP UP CABLE- Y `___CONCRETE ANCHORS ` O.C. _ POURED twu[eETE ._. SEE NOTE 13(b) SEE NOTE 13(b)' :• •~r•• -y / D_ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 _ OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK / KomHV WALL FLOOR INSTALLATION RED REQUIRED KEYSTONE MOUNTING INSTALLATION .OPTIONAL POURED MAXIMUM ASD.DESIGN SPA P1t6u:tE: .ea.-n par CONCRETT"" C/ (l.) HV WALL WALK—OVER INSTALLATION IUI%a1W sernLT+SPAR e•-D- RCOUIRCD 01 HV RAINGUARDHIS INSTALLATION SRALL BE INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: • t (REMOVABLE WI LEN PERFORMED E. D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMRATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BIADE 1A ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ 10 HV BLADE MOUNTING NS CAN N ANY WAY TO SUIT ANY INSTALLATION._COMBINED FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone .. .. ````•\�\��A••�-��C�i J'' .. (0 2015 EASTERN METAL SUPPLY..INC. r BERTHA HVTM O S Accordion Shutter System S A . nl�n FfPi7 - I L E:C O INC.. ■ ■ . PLV.aADE#1 W/OR W/o PLV.WINDOW RADE American Shutter Systems EY, DFSCRIPTICM GATE DRAWN BY: Nl TINT TESTING & ENGINEERING COMPANY •a'• TATE OF 53g5 N,W,3p,A,St..St,.305,YRmIA CAROM.RGRVA 331 Association, Inc. 1 01:0 11-T92 4/13/I5 GATE: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 5-085 111 7(CS'•l'..._..."``Cj\`1� EB-0608719 S D IJ AL"IN A.TILLR Jr.P.F. 4 W FLORIpA U..8 44197 5 SHEF F P.k..5Eit"Slu"�Ib�URE/DATE D 7 OF 20 C ILS S 10 1�1 _ _ _ _ __ _ "_____ _ _- __-_ SEE NOTES-ON LOCKING-RODS(D-,IN LOCKS.Q.-et `f INSTALLATIONS W f 1 HV ASD ALIERWITE HV LOCK 0 O SIIELT S: F6-6 T 90' I N . EXISTING GLASS **DUDE SUCK DETAIL INF IS VAUD FOR ALL BLADE W HV..CENTERMATES CFIHERMnfES APPI,CATUN Ym1I.BEo 3,ngmQ°"®�lo` .OSEE ENDWAU. CONNECTION & @ORQ.Q m ': -EXISTING GLASS DETAILS ON SHEETS10 & =18 61/2 -7• 2•Y2•.I/6'i0'-2' I ®•®aR 1�9"•Qw 19•�$ 3 1/4' 7' _ ALLOY)ALu _ __ .- ._ (cO63-rD u. OPPOSING 1/2• SYMMETRYCgL I ANGLE W/(2)1/,4.0 TAPCON as " ANCHORS TO CONCRETE I- - CENTERMATES CENTERMATES .(TOP/BOTTOM)& .. 81013/4'S.N.S.O 12• VVJ HV LOCK r MIN.To SECLASS N (4)g10.1/2'tI AN To TUBE i T O.C.i1 E LEHGHT. - _ __.__ _._.__ AT ANGLE_(ITP)I • - C W H LO "K or sr SCHEDULE _ --- 3 * Z (ONESHEET 1� J _ _ ___- if w oA 6 �8 ce10• 3nI ,VB �UT ® � �- HVC ©0A®0 ©aOo®ortlp•®0A -CONNED CONCRETE OR HVA EXISTING CLASS CONCRETE NCRET WALL ©'O•©w©'O•�i iD•�°°©•�ml©•©p° ----- REQUr ED sTINc�1_;-'®°R�'®°®' °'I SYMMETRICAL �•Q7 -©w9'0'®" 4* INMIN-SEPARATION iAss •®°"19•t3 19 ®5 IxisnN O CENTERMATES Q.©,R�.®e,R®.�7 oR TO CHED J CLASS k ' (SEE SCHEDULE W/_HV OC 6 OPTIONAL 8 8 9, oR 1 g ON SHEET 1 T) I MIN.SE�RON 7W®•® of ®*. � _._ _(IHiFJiIOR) (SFT SGL GLASS IN OPRONAL ©� ON SHEET 11) (INTERIOR) _ -.._.-_.—_._. __-__.. _ ... . —_—_ —_—. ` OUT _ - _ CONCF2EIE ANCHORS c _ W,11- i 16.O.C. ---�'_----- --- - * 5 ®� ® VARIES 03 *. *. OUT _6 1/2"MAK. SLACK OUT \15 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non Higt1 Velocity Hurricane Zorie "- 0,2015 F15TERN NETALSUPPLY,:INC. ��.•P�� EN /P ,, BERTHA HVL~; yNc Accordion Shutter System IL E:C O INc. A.S.S.A■ HV.@ADE�,W/OR W/0 AV. WINDOW MADE *; % *- TILUT TESTING & ENGINEERING COMPANY American Shutter SyStBmS �; OtscRlPnox wTE baAWN'br: "u1. • 3337 N.'l.JCW.SL,Sls 3G5.VIRrntJA'CNDOr.FLGRIH 331 Association. Inc. t OLD 11-192 1/17/15 nATE: 4/13/15 o'- STAFF S �o< (305)871-1530 1`,:(305)871-1631 4268 Westroatls Drive z DRAWING'No F P.,: �: c Hca: tecro0ua.com West Palm Beech, FL 33407 3 5-085 �OR10 �` WALTER AL1T1Jr.P.E. 4 IATA S/0A �`` rLORDA Uic./44167 3 - P.E...9'LlIL/ `(iirTnE/DATE .. SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK. 0 HV MALE'/FEMALE "T" LOCKS CENTERMATES ZS ._(2 4, & LOCKERS w/w/ n HV BLADE * - - -- --- -- - - - SEE END CONNECTION DETAILS ON SHEETS to A 118 INSTALLATION In HV BLADE '1� W/ HD.CENTERMATES M � OUT � IN. I eLADEOsAax oETAn.If/F.awwTFD oy s,rtn e. AS WELL AS U-I Sk FI MA G BLADE W OUNL NOU-11'ID. ©s®a©.Oj a a�,•I�•�m INDICATED DN tars SN:ET.wY SE USED WTN nns ATVRNA .CFF END WAL CONNECTION 10•®�'®��©•®? IN9Tl11AT10N DETAL TNG 91 M!M T/a5'TETT. _ ON. ➢ETAIIS 'SHEETS 10 do 1 B I ©.O.�a©.O.®" .. ._ a ncµ�(z�l+rr.,u•con � - z�--- al®' - - --... ._. --- ---- --_-- -- - - --- -(a'11txw)- --- - -- - 4 x-- (U''nDN'v.) p)I,o„/Y ssls ro Turc� I I+os/4•sus o,2• _- - - - - __ _ (4 Ar E.ctl ANrAE(m) I o.G Lt m. # I N ()H. _. __I N_ (.)n.v. _ bw gwwwnon 30 H V "T” ---- 1 PINS(TYP.) 7 3/r 14N5(T P) e - a s—,w 5 3 LOCK (INSIDE) t 1. 1 5 .1 28 29 1. OUT 31 oR 32 31 oa 32 31 oR 3 31 0 — R32 *- 2 --1/4" 0-20 x 1 1/2" S.S.M.S. 4 35-— (wTIGtL11) N SEE NOTE 6 roe NJ LOON®. © W/ 7/8"0 x 3/32" WINGNUT. (aP11 wo HDD—HVB OUT HDC—HVC -T-LOCK.ON S+ET 5, # �M�AETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL-HD CEOTTERMATES ® W/Q! LOCK �EXTE[�0� WL�—LOCK I�U OR t5IRE5 9444 AWNINUN HVG* (2024_13 ALLOY)LARGE FLANGE 1Nw a®-©•,(OTC 10•®a SMELT Nursm,PART T 0890, 10•®°�©' +©•®w - AS MANUFACTURED B/AVDEL OO M TEXTORN•PNMWra&.NEW JERSEY' --- / ©•O•©P©•O•®61 07094'04 EQUAL — -- _.Q *SEL ARES w DaD c From 0 s q(6 I=I M%IZET s V I'*AU•UJ1104U119 .BN aADE Q HDD—HVDs» FLOATING STACK FLORIDA BUILDING-CODE Non High Velocity Hurricane Zone ... ... 0R A:Tit A .. ®_2015 EASTERN METAL SU PLY.INC: _ BERTHA HVTM TTI—LTEC O m A,S.&A, Accordion Shutter System FLY. BLADE#1 W/CR W/o KV.WNDOW BLADE. American Shutter Systems �; USCR,PTTON DATE- DRAWN ar: �WIL TILLIT TESTING k ENGINEERING COMPANY TATE OF r¢� 99 1. .FIDASsoclatlon, Inc. - 1 OLD 11-192 4/13/15 DAIS 4%13/15 .(V 63ILN..301.S4 St.3M.MGM GARDENS. 3316 - 4268 Westroods Drive a. Ph— (305)871-1530.FOA:(305)571-1531 DRAWING No �- ,dl:ut—a..r— Wast Palm Beacli, FL 33407 s o�FSS �6� EB=coo67,e 15-085 ONALF1\\ . WALTER rLoaoAAu�S saki 5 SHEET P.E. SEI1L�91 R %&E/DATE s 9 OF 20 .. .. ... ___�.._ .. .. _______ POUR RETE .. U . -POURED CONCRETE ON CONE- 0 R�COTE: --POURED CONCRETE OR � � �ORCONCRETE- --- -�--`- '' - OR CONCRETE _ CONCRETE DLOCK WALL OR CONCRETE -. BLOCK WALL REQUIRED --- DLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED �EXISRNG G EXISTING GLASS CONCRETE ANCHOR- EXISTING CLASS /> MIN EXISTING GLASS O 16"O:C. _- - - ____ r '-S Ib H.SEPARATION T . �- -2"MIN: - I TO CLASS(SEE SEPARAIM uN SEPARATION I MH SEPAR41ION - SCHEDULE ON SF#Ff M7DN ( 1 I FOR BLADE _ TO GLASS SEE EO I; EO TO GASS SQ£fA).E ON(SEE SF[LT 1/16•:3"MAX.=� ICN SHEET 19 FOR I tL/IOE O I ' 1l EDLUEFOR ION PRE(SHEET NO II FOR RADE OAND (6063=TB)CONT. R 0t;® / \ RA06 10&FOR (LOCATE AT ' ... SHEET 19 FOR ALUM.CLOSER (0) I/-�-� BADES 0&QA� ORIIFR SIDE -_. 1ELADM�&® PLATE. (LOCATE 1/2 -_ -_' r 5O) .—JII AT EIMER SID; MINj 1 fI 1 1/2•MIN. '"-'-- OFO / I f USE 1"OR 2•MAX. I / T- 810x1/2•SM.S.-/ I --_-- (AS APPLICABLE).2•r1/0'x0'-2• ' --_— I]tOxl/2'S.M.S. _---_ _.-. ®.16'O:C. _—_—_ ALUAONU-A CUP ANGLE.. 0 16"O.C. l' (6063-TG ALLOY)AT MIDHFjG♦f; -_ - _ _ _ __ -_� _- _ _ -_ _ _ _ _ _ _ _. _ _ __ _ _ __ ___ __ 1 lox/2 S.M.S. 0 & -` ... -- (2)1/4"VTAF?CONS-ANCHOORS 70 - - -- - - - 4 _ _ - WALE-AT ,"o.c:,(LOCATE AT r SEE DETAIL X FOR l • EITHER SIDE OF ) DR �• S SIDE CONNECTION ) OR I OR ®• SEE DETAIL X FOR J �DR (� TO.TRACKS SEF.DETAIL X FO .4. SIDE CONNECTION _ ®'•©•�"6. O•®' O m®a©•O7 m®.10.•.®a oa o 6 7"'6' .10•®•• TO TRACKS !- p,�„©.Oa©_-10•®� f0 a SLUE CONNECTION �• ®'©'QQ'©"' TO TRACKS 10.�'©•�©�©n l 10•.®O1©•®�®•©u L©•�•©a©.O.®m ..6.Oj_ pa©.Oj .®., ®'® END CONNECTION DETAIL 03 SND CONNECTION DETAIL END CONNECTION•DETAIL 10 END CONNECTION DETAIL 20 f REQUIRED ONLY FOR SPANS.GREATER THAN.12'-0- POURED CONCRETE OR EXISTING REQUIRED BLOCK WAIL - - EXISTING GLASS REQUIRED GLASS a - ----- -� -- - -- - -- - s--- --� ---------------------- MR.SMARATION 1j2"S.M. ---- GL ----- TO ASS(SIT: ® ,6• .C. -WN SEPARATION Y f a ------� ---- SHEET / G OR®OR@OR SCHEDLtE ONSEE II FOR MICE CARD CONCRETE 1/2"MIN. TSC//EDDUIE O0(IASSN SHMI ------'- _ .. 4 ._._.,. _ ____ ) OR) ORq ORi ON 4,FEf I9 FOR ANCHOR O � 11 F➢ft RADE QANU RAOETa(D& 12.O.C. - _--.-_- ON SHEET 19 FOR CONCRETE /) S RAOCS m&® L,----- _ OR 1 ANCHOR - I E� O O.C. �'-___ 1/2•MIN._"- 1 r-- - J 4 �?-MIN, -----� EO - --- �OR®OR�OR 2-MIN 2"All/ _ ♦ SEE LIMITATIONS OF USE FOR �� y &ADE to ON SHEET 19 �OR i 3 aR(qOROR@ VIEW Y S u d OR Q_A�• PLAN �0R �' DETAIL X POURED.CONCRETE OR ®�©•p�© +�•®� --�- ,D,�®�p•px�p.©m END STALLATION CONCRETE BLOCK WALL 10•m®^©•pip•©a IN REQUIRED �`—©•O•®a©•O•®� HV BLADE OR HV WINDOW. BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ®•®�p•®a©-®a �.®„®.pap:® END CONNECTION DETAIL..SQ @'@-&@-@'@-" END CONN CTION. DETAIL© FLORIDA BUILDING CODE Ton High Velocity.Hurricane. Zone � 0.2015 EASTERN MEFAL SUPPLY,INC;-- �Q��' GENS T�9 BERTHA HVTM - A S S. A Accordion Shutter System H.V. RADE#1 W/CR W/0 H.V. ANDD"BLADE American Shutter Systems ZEV.No DESCRU ON DATE- DRAWN BY: IAL t TILWT TESTING & ENGINEERING COMPANY STATE OF Association, Inc. : 1. OLD.11-I92 4/13/15 DAM 4/13/15 sz Fnone:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No ,e'•.; .ORID -M:blte ood. West Palm Beach, FL 33407 3 Q WALTER®ATILLLITTJn P.E 4 S—OS5 �� N` FLORUK Uc.p 44167 5 SHEET P.E. S�`A1,p91(�A(URE/DATE .6 10.01F. 20 SCHEDULE lit_ .. :. SCHEDULE !t2 - SCHEDULE !13 ---- MAXIMUM SHUTTER SPAN' -L+" OR "L-' MAXIMUM SHUTTER SPAN* "L+" AMIMUM SHUTTER SPAN*"LF" INSTALLATION LEGEND ''NOTES, (ft.). FOR INSTAL LATIONS W/ OR "L-"'(ft.) FOR R 'L-" (ft.) INSTALLATIONS - CEPITERMATES- @-&'® or or INSTALLATIONS W/ y CONCRETE_&-_- _WOOD _ _ -_ (1) L+:_MAXIMUM-ALLOWABLE_SPAN FOR A GIVEN W/ ONE H.V. LOCK. or ® or or & & W/ ONE HV LOCKS MANSORY. POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (a W/ NO LOCKING RODS or ONE HV LOCK or 6 or. OR W/ NO LOCKING WALL A, B. C. D. E, M, N. 0, P. 0, A.S.D. ESIGNOwABLE SPAN PRE SURE RATING.A GIVEN NEGATIVE CENTERMATES ®&@ W/.ONE HV_"T" W/ NO LOCKING RODS Q ODS MOUNTING F, K & L R. S. & V. LOCK.@ W/TWO LOCKING RODS ®TOP & (SEE NOTES t.1-t) (VAUD FOR MOUNTING Q (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES f.tt SHEET 7)- FLOOR/CEILING C. H. I, Il, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING- CONCRETE&WOOD MOUNTING CONCRETE&.W00D INSTALLATIONS d � uAmwN CONCRETE &M._ GIVLN A PGSITIVE A.S.D. DESIGN PRESSURE RATING, 45D.DFs - ASD.DES" I A I k6n OFSG1 INSTALATIONS DETERMINE MAXIMUM SPAT 'L+'FROM SCHEDULE. PRESSURZ WALL MOUNTING FLOOR CEIUNG PRIEZlRE WALL MOUNTING PRESSURE / RATING & TM Fi00R/CEU NG MOUNTING GIVEN A NEGATIVE A:S.D.DESIGN PRESSURE RATING, ((o.� NDUNTING (pOR FLOOR/CEILINGMOUNTING (P.O.) OR ... DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. C.OR-) C�OR-) _-_ _ ___ __ I.OR�) HOOK qLL MOUNTING ��LA L—+ (10 : 1-(fu L r (ft) .L-(N _ LY;(6) L-(ft) IN MAXIMUM SHUTTER SPAN 'L+'.OR "C--FOR 30 OR LES I6'-0' 16'-0• 16'-0- '16'-0• 30 16'-0•- 16'-0• 30 16'-0' 16'-0' INSTA.LATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN S EQUAL.TO THE 105 Pd.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAT BETWEEN 'L+•AND 14'-IO' 14•-1G' i5'=2•�_-16'=0'- --35-` t4'-t0•-_-14'-t0"-_-—3b -- -1`i-2- I6�..10-- -----------�,� --_ _ -_ - -- _ 40 13'=10' l3'=10� -14•-2•---15'-2`-- _---h0---- 13'-10' _13'_10" 40 14'-2• I5'-2'- - -- - (3) PROCEDURE TO DETTRMINE MAXIMUM SPAN FOR - - - h5 13'-I' 13'-I" 13'-4' ta'-3'_ __45 _13•-1'_ 1_3'-1" 45 13'-4- 14'-3• t HV CORNER--CENTERMATE ®3-MAY ITC USFO AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS - 50 12'-5' 12'-5 .12'-8" I3'-T 50 12'-5' 12•-5' 50 12'-3' IN-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: _ - --- ---- -- - --- -'- - SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 I1'-10' 11'-10' 12'-1' 12'-11 S5 11•-10' Ii'-10" 55.: .1 I.•:-1' 11'-11' NOTE Q5.SHEET 5. FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 1V-4• 11•-4- 11'-.T :12'-47- _- 60--- :11'-4• 11'-4--- 60 10'-2' 10'-11' RATING: ..__ ____._ -_.I__ ._- _-_._.._ DETERMINE: 65 to'-10• 10'-10' I1'-1' ll'-11' 65 10'-10' 10'-10" _- 65 ._9'-5' .10'-1" "' "' Lt+= MAX. SPAN FOR WAIL MOUNT1Nf, INSTALLATIONS. 70 10'-6' IG'-6" 10'-9' I1'-5'-' : 70 10'-6' IO'=6' 70 8'-9' - 9-4' ': : L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 10'-4' 11'-1'; 95 ---10•-1• 10'-1' 75 —--- 8•-9. 'ti'EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INS(AIATIONS. 80 __ W-10' W-10' 10'-0' 10'-9' �80 9•_-10• 9'-10 - - - 'L-'AND MAXIMUM A.S.D. DES114G PRESSURE RATING FGR rOg 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 13LOCK RATING: ._ -_ __.. .. ._ SHALL'BE LIMITED AS FOLLOWS: 90' 9'-3' 9'-3- 9-S 10-1' 90 _9--3- -9-3-- 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: -10• 95 9'-0' 8'`9'_- L- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - LIMITED TO +64,-72 p-1. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING _100 B'-9' 8'-.4_ 9'-0" 9'-7' 100 e'-9' 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-77-- 7'=11' 8'-9' 9'-4' 105' tl'-7" _ 7•-11•_ 110 8'-4' T-7" 8.-: 9'-2• 110 8-4'4• 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE -- j 15 - g•_2• 7,-3. :y_-4•.. 8'-11' 115 8:-2- ---_-7*--3=- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •LI+', 'LZF; "Lt TWD 7r' 120 8'_-0' 6=11- 8'-2" 8'-9" 120 8'-0' 6'-17' - (4)Go TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ---125 _ _T-l0• _8' 8"_ 8'-O' B'-5' 125 T-10'� 6'-B'-- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 _ T-8" 6'-5" T-ID' 8'-1' 130 Y - 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7' 6•-.a• �•-9• r-s• - 12%5 i•-r .-_6,_2, MINIMUM SPACING. .. . 140 _ 7'-5' -5'-11' i-T T-_- 140 7•-5• _ _�-11" ASTM E-1996 SEPARATION - 145__ 7--3"_ 5'-9•-- 7'-5' 7'-3' 145 7'-3" TO GLASS. ISO 7'-2" 5'-7- 7'-4 7'-0' 150 7-Z' -5•-7• . 1'55--- 7'-0' 5'--5•_. 7'-27 6`-9• 155 -1 P-O- `;-5" _ 1 THRU 3 1•• _160 6'-11' 5'-2• 7--1' 6'-7- 160 6'-11' 5'-2' . 185 6'-TO' S'-1" Y U' 6•-4' 165 6'--10" _170_ 6'-9'- 4'-I1" 6•-11' 6•-2'" 170 6'-9" 4'-11'-- 175 6'-7' 4•-0". .._8-9 8=0 175 6'-7' 4'-9" --- ' - - - C� HV BLADE 180 6'-6• 4'-8' ti'-8• _S'-10' 180 � 8'-6" 4'-8° ...185__ 6•-5' ._.4'-6 6'-7' :i-8" 185 6•-5' 4'-6' 19(1.._ 6'-4' 4'-5' 8'-8" 5'-6' 190 W-4' 4'-5 6—_5: - �_5• 195 6'-3" 4•-3' -4'-2- 6'-4' 5•-3" 200 6'-2• 2U5 6'-t' 4'-1'--6'-s• 5'-t' 205 s'-1. .4'-.I• - FLORIDA BUILDING CODE(Non High Velocity Hurricane .Zone m 2015 EASTERN METAL SUPPLY.INC. 1Q BERTHA HVIM c/T ' aC. A . Accordion Shutter System EC O S S AwH.V. 1 OR W/0AV. WMW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. DF3CWPIION DATE DRAWN BY:MLW LG- * Association, Inc. t OLD 11-192 4/13/15 DATE '4/13/15 6&55 N.W.3616.SL.SI,.30.9,WROM G&RDER5.FUORIY.J31& - PNona (305)871-1530.Fm:(305)871-1531 4268 .WesLraads Drive x f)RAWING No Lv 4-m4B:tilt.. West Palm Beach', FL- 33407 3 5-OSS. CC/ EB-0006719 ' O,C:• FCORtdP•'�\�: WALTO A TnWi Jr.P.E. 4 CCS••••:•••:^ FLORIDA C�1 44167 111iZE/DATE 6 SHEET e 11 OF 20 MAYIMUM ANCHOR* SPACING An j SCHEDU E FOR A N"MAY:" H I1'n SPAN, - - -- ----------- - ---- A S D DESIGN NEGM E PRESSURE RATING AND A CORRESPONDING MOUNTING OR CONCRE►F LEGEN ICHORS SPACING D . .. .. ... POURED CONCRETE. W .... SFE YNT9tG5 l0.0.C,D HID -ON SHEEP a POURED' .CONCRETE BLACK . _ "' TAPCON OR mmuuw (A)WALL H 0.f0UNDNG A WALL HEADER'MOUNTING- ®VIALL HFADER MOUNTING - D WAIL SILL OUNTINC - '-" WALL-SILL OUNTING - O& TAPCON_YIALL-HEADER/SILL-- ------ - WITH ADVANCED SPAN .W �'/- W/ DW/ MOUNTING THREADFORM.TECHNOLOGY. (R) ASD..DOGN WANE Qq Axs&IR901_IdOm,E FFSAKa_wJex 0.Dam NOWIVE"IES E.fLwcW ASO.OEM WrATIVE i'II�IFE wlNc_ LSD.Dom KEUM plffi10te"110 Asn.IE"18111K 001UM wONc ALL POINFS SCUD-SET 3D' b 6D 75 80 120 160 20.5 30 b 60 7S 80 120 160 205 JO b 6U 7S 90 120 160 205 JO 40 60 75 90 120 160 205 30 40 60 75 9D 120 160 ZOS 30 40 60 75 90 120 160 205 BLUE TAP 14 12 10 9 810 6 6' 14 12 10 9 B 8 e B 14 12 10 9- 6 8 8 8 14 12' 10 9 B' 8 6 - 14 12 10-'9 8:.tl' 6 5.5 6 8 8 8::6 8: �7'.SS - - 3'-0 1{" t2 10 9 8 8 B 6 11 12 10 9 8 0 6 6 14 12 10 9 �B 8 8 6 14 12 10 9 8 B 6 6 14 12 10 9 8' B_ 6 6 B B 8 B 8 8' ;B: 8 FAPPER+ OR /! 12 10 8 8_ B B 5 IL 12 10 9 0 8 e B 14 12 10 9 8 8 fi 6 14 12 10 9' e B 8 3.14 12 10 '9 8 B_ 6 8 .B B B. g B B 8'6.5 14 12 t0 9 B B 0, 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 1{ 12 10 0 8 8 '6' - 14 12' 10 9 8 B 6 0' 8 B 8' B 8 8 B 7 14 12 10 D- B B 6 4 14 12 10 9 "B. 8 6 6 14 12 ID 9 8 8' 0 6 14 12 10 0 8 7 - 14 12 10 9 B 7 SS 1a 12 10 B_ B B e { 1/ 12 10 9 e B B 8 11 f2 10 9 B B 6 6 14 I'2 10 0 0 B 55 - 14 12 'f0 9 e B B 6 p e e e B_ B B p 14 12 10 B d" e 4S 14 12 10 8 e 8e 1 14 12 10 D B 8 6 6 f4 12 10 9 B e - 14 12 '10 9 e B 0 _ e' 8 _8 6 g _6_ 6.5 5 14 12 10 9 B 8 6 AI 14 12 10 fl 8 8 8 6 I4:12 10 0 8 8 6 6 14 12- 10 9 B 8 - 14 12 f0 �O B B '6 'B a 9 E e 11 '7 5.5 14 12 10 9 8 8 IS - 74 12 10 •9 8 B 6 35 14 12 10 0 -B 8 5 6 14 12 f0 9 7.5 - - 14 12 10 "9 7.5 55 - 8 8 8 8"75 53 4'- J ,._ .. __ .._..._____. _ ,k 5'-0' 14 12 10 9 B 8 45 - 14 12 10 9� 8 8 8 J5 14�12 10 9 �8- 0 6 8 14 12� 10 9 8 �7 -'� - 14 12_ f0 9 0 8 6 - B B B 8� B 8' '8 a SP SEE ANCHOR 14 12 10 9 8 5.5 - - 11 12 109 8 0 4S - 71 12 10 8 "0 8 6 7 14 12 10 9 0 3' ^ - I[ 12 10 f9' 8 7 - - 8 8 B 8 'B '7 9 4 SPECIFICATIONS -14 "f 2- 10-"9'"-8- 8- 4 - 14- 12- 10--9- 8- -B- 6=3S 14- 12- }O"-9 -8- 8--8--e 14 -12 -10-=9 -8 --- --- .14-.12-110 9--8- 7S - ;-_ B _8- 8 8 B 75 5.5 _4_ _ _ ON SHEET 13 14 12 1D .e. 0 5.5 3 - 14 /2 10 9 B B 45 14 12 10 9 8 8 6 6 14 12 95 75 4 - - - I4 12 95 7S 6.5 JS - - 8 8 -B 75 65 45 35 _ - ._ _ __.__._ .L 14 12 f0 9 B 55 - 14 12- 10--9 B 11 4.5- - 14 12 10- 9 6- 8 :0 -6- 14 12 10- 9 8 1 -- --- 14 12 -f0 -9 B 0 4 -- 6 B- B B 8 0 B- 7.5 " 6'-0' 14 tx 10 9 B .3 - 14 12 10 9 B_ 8 - 14 12 10 9 tl tl 5.9 3.5 14 12 10 9 4.3 _ _ - 14. 12 1g D 73 "� B B B 8 7.5 55 4 J " 14 12 10 9 B 5 14 12 10 B B 8 4 - 14."12 10 B e 8 6 5.5 14 12 10 9 5 ' - 14 12 10 "9 B 4.5 - 8 8 8 8 8 B 4,5-- 1[ 12" 10 9 8 4 14 12 10 9 B 65 J _ 14""12 10 9 "B 8 6 14 12 B IS 14 12 B OS 55 t4 12' 10 9 B 4 - tf -12 10 0 B 6S J 14. 12 10 9 "e" 8 6 - 14 12 10 9 0 - I4 12 10 9 p "7- _ - -0 8 0 8 e 0' 75 6 7'-0 14 12 f0 9 15 - - - 14 12 10 9 8' 4 - - 14 12 10- 8 e- 7 4 - 14 12 10 5.5 - - - 14 12 10 8 6.5 �- 8 8 8 8 6.5 3 ]9 - __ - _ ..-_ _7 _____.7-It-_. _ 14 12 10 .9. 7.5 75 - 14 12 10 9 B.-0 - 14 12 10 9 B 8 a "14 12 10 6 - 4 12 10 8.5-7'" 8 14 72 t0 .9; 5.5 -3 - 14 12 10 B B.4.5 - 11 12 10 9 8 e_ .14. 11 7 - - - - 14 11 7 6S 3.9 - _ - 8 6 7 SS_1.5 JS 14 12 10 .9 5.5 - - - 14 I2 10 9 e 15 - - 14 12 16 9 8 B - .14. 12 10 7 4 - - - 14 -12 10 9 8 3 - - 8 _g 8 _8 "8 7S 7 4 14 12 10 5.5 3 - 14 12 10 9 B - -_. 14 12 10 9_ p_ -5 11. 12 BS 3 - - - - 14 12 8.5 7 1 8 8 g 7 5S 4 3 8'-0' ---- - -- - - - __ - -- - -- _ _ _ *SEE LIMITATIONS OF USE FOR 14' 12 '10 9 S 14 12 f0 9 8 4 - 14..12 f0 9 e B - 11 12"95 - - 14 12 9.5 7S 4S - B 8 8 75 -6 45 _ _ BLADE`�CN SHEET 19 14' _12 10 65 {.5 - 14 12 10. 9 7.5 - 14 12 10 -9 .tl 13 95..4 1J 9.5 6S 5 B B 8.5 5 .4 J R. 16 65 4 - - 14 12 10 9. 75 - - - 14..12. 10 .0. .e. - - 14 12.. 10 3 - - - 14 12 10 9 15 - - - 6 8 0 B 8 65-AM 11 12 BS 4 14 12. 10 :9 4.5 - - 14 12 10 9 7.8 - 14 t15 45 - - 14 115 7.5 6- - - -8 8 75 6 5 4' 14 12 10 6 4 tI 12 10 0 7- - -- 14 12 to B "8 --- .14 12 3 - - - 14 12 8 85 - - - - 8 '8 B 83 55 4-'- - 14 12 O5 5 JS = 14 12 10 9 5.5 - - 14 12 10 9 8 - 1.5 6.5 - - - - - 15 6.5 55 - _ - 8 B 5.5 IS 35 - - - 14 12 DS 5 ].5 - - - 14 12 10 9 55 - - - 14 12 10 9_ B - - - .14 12 7 - - - - 14 12 10 75 5 - - - 8 B 8 B 8 7.5 4S - 10'-0'_- - - ____ __ _ 14 12 _ '3. - - - - 14 12 10 0 3 - - 14 12 10 9 6 - - - 14.ID.5 3 - - - - - 14 f05 7 35 - 8 8 7 "55 45 35 - 1{' 12 9'14.51 3 14 12 10 9 9 14 .12 10' 9. 8- 14 I1 14 11 75 - B 8 75 B -5 "14" 12' 7 _____ 11 12' 10 - _ - 14 .12 10':- - - _ OS e - - _ - - OS 8 _5 - -_ _ 8 8 5 4.3.5 - - - Il 12 7 - - - - 14 12 10 - - - - - 14 .12. 10 - - - - 14 12 -5. - - - - - 14 12 10 0 - -- - - _ _ _ 14 12 '4 - - - 14 12- 10 - - - - - 14 12 10 - - - - - 25 9S - - - - - - 2-5 9.3 6 B_ 8 B 3 -4 3 14 12 BS - - -- 14 12 10 - - 14 12 10 - 35 10 - --�- - 14 .f0 7 --_ - B p 7 5.5 {S- 14 12 S.3 - - - - - 14 12 10 - - - - 14 12 10 - - 95. 7 - - - - 95 7" 3.5 - _ - - B 1 45 J_9_ 3 - - 12'-D' 14 12 5.5 - _ _ - 14 12 10 - - - __ II 12 IO - __ 14 12 4 - - - - - 14.12 f 0 - - - - 8 8 6 3 14 12 3 _ 14 12 8 _ _ 1{ 12 10 _ iS BS _-_ _ 1-5 { - - B 8 55.45 4 14 12 5" - - - - 16 12 10 - - - - - 14 12' 10 - - - - - 25 9.5 - - - - - - 135 9.5 IS - - - - - B 13 6 5- 4 - - 14 12 419 12 9 4.5 - -' - - 9 6.5 - - - - - - B 6S 4.5 35 .3 - 13'-0' Is lx - _.._ _ _.. 14 12_"_...,_._ .._ - - I4 12. ._ - - Ia 12 '- - - - - - 14 12 - - - - - B- 8 'IT B _61-4.5 1 HV BLADE OR 1 HV. BLADE 14 10 � _". - 14 13, - - - - ,I4,. 12' - - - - OS SS - - - - - - 05 8 - e B 5 t 3.5 - - 14 12 - - - - - - 14 12 - - - 14 12 - - - - 1.5 5 - - - 15 95 - - - - 8 B 5.5 45 - - _ W/ HV WINDOW BLADE 14 12 - __ - - - 14 12 - - - - 14 12 - - - 'tl 3 - _ - - _ - B -6 - - - - - tl 6 4 3 - - - - 14 12 - -- - - - - 14 12 - - - - - 14 12 - _-__ - - - 14 9_ - - - - - 14 12 - - - - - - 8 8 _B 8 7S 4 -- 14'-0' _ _ ._ _ _ _ _ __ _ __ _ _ 14 7 ,. ._. - - 1�_ t2 _ - - _ --- - 14 I2 - - - 4 ___ 10 7.5 _ _ _ p 7S 5 4 3 - - W KING. IN UNISON 14 11.5 14 12 - - 14 12' - - IDS 4 0.5 0---- - B 8 - - I4 _ - _ _ _ = /4 - _ _ _ _ 14 - _ _ _ - 7.5 - _ _ - _ _ - 7.5 - _ _ _ _ _ 75 SS 3.5 J _ - 14 _ _ _ __ _ _ 14 - - - - - - - 14 - - - - - - 1�.._ _ _ _ _ _ _ II _ _ _ _ _ p 8 p 7 -7.3.5 _ 15'-0- _ _ - 14 - - _ _ _ _ 14_ _ _ _ _ _ _ g _ _ _ _ g - 9 7 - 14 14 -.1q ._ - 10"- - - 10 - - - - __ B 7S S 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - 14 _ - 14 - - - -- _" - - 14 - - - 14 - - - - - t4 - - - - _ _ L 5A -- _ _ '.9 8" B 75 6 J i4 - - -14 _ II _ _ _ B 6.5 4 3S - " - - - - - - - " - - - - - - - - - - - = 'FLORIDA BUILDING CODE(Non High Velocity ,Hurricane Zone .. ... ,0%,' 1�A r/17",77 - ®.2015 EASTERN METAL SUPPLY, INC. P`�E..'.:.. � BERTHA HV IM A S A Accordion Shutter System 1L ECO ��. ■ ■ ■ ■ Kv.BADE#1 W/OR W/O KV. TwNDav BADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY V.N OESC9IPOON DATE OftAWV'BT:' ILL "0'• - Association, Inc. I OLD 11-192 4/13%15 DATE: 4/13/15 STATE OF s v5s x v.3r4a x1.:14.Jos H9a 4A r,BviN,rlmao4�, [P.E. Ph.-:(305)871-1530.Fu, (,365)871-1x31 4268 Westroods Drive iDRASYING No West Palrn Beach, FL 33407 3ANAL E�G� .�� WALTZ A040TN'�,.P.E. 15-085 1rLOR10A tic.A 44167 s SHEET �Ef 61011A11)RE/DATE 6 12 OF.20 MAXIMUM ANCHOR* SPACING OD,)„_SCHmULF FOR A Gi M=MAX. SHUTTER SPAN-'=-' '- _ SPECIFICATIONS ON ANCHOR REQUIREMENTS:'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D DESI,^41 NEGATIVE PRESSURE RATRIG AMD A CORRFSPONI)INC 1(OUnm TYPE FDR XONCRETE OR CONCRETE E$OCK NrSTA IATIONS .. .. .. .. ." .. - ..- .. . (SEE MOUNTINGS E G.&H ON SHMS a h 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOUDWS: .POURED CONCRE.AX*iC tE]E.BLDCK. .. . . .. ..POURED CONCRETE (A TO EXISTING POUREDCONCRETE(MID.V.- k3l) uAman QE WALL.SILL MOUNTING ©CEILING;MOUNTING HO FLOOR MOUNTING: -)1/4'0 TAPCON OR TAPCOW WTH_ADVANCEO TH_RFADFORN IEOfQNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX (AEn.re =3 ksT ANCHORS SPACING-LEGE7NG - 1/4.0 x 3/4•ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY AL000INTS SCREW.-SOLT-h SPECAI.n COMPANY.(Mitt.re=s ksi) (n DLSt71 XMK PRESSURE HARIO 01941 f BIM FFSS9K RUM D DESIGN ISTa1NE PREZURE MING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.WC:(Min.rc-2 k01) TAPCON OR 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISIRBUTED BY.ALL PONS SCREW.BOLT 7s SPECIALTY JO 40 60 75 90 120 160 205 30 40 60 7S 90 120 160 205 30 'M 60 75 £10 120 160 203 TAPCON WITHADVANCFD - / t4 2 l0 9 e e s SS to 1 .1D 9 e 8 s e t4 12 16 .9. e B e e :THREADFORM TECHNOLOGY COMPANY OR:ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. .3'-0' 14 12 l0 9 s 0 6 1f 14 72-.10 -9 a e 6 6 14 .12 10 9 .B B 6 8 (Hili.Fc 3lisi) """ 14 12 10 9 A e Be. 11 1210 .9 8 B 6 8 1412 f0 -9: .B e 8 5 ALL POINTS:SOLID-SET OR LESS 13LUE TAP W/CAP. NOUS: 14 12 10. 9 B a "e 7 14 12 f0 9..e" B" e. a I4 12 10 9 8..B 6' 6. A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10. 9 -B- 7.53 33 14 12 10 9 8 9 6. .5 14 12 10 9 B.:B 'e' 3: TAPPER+ ANCHORS IS 1 3/1',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10. 9 'B 8 8. 6 14 12 10 9.'B. B.6 .8. 14 12 10 9 8..8. 6 5.5 14 12 to' :6. 4 14 12 10 9' B' 'B. G' 45. t4 12 10 9 B 6 '4.]5 A.2)MINIMUM EMBEDMENT OF 1/4'0 s 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT ... 14 12 10 9 8 8 6 4.5 'f4 12 .10 '9 B B B 55 14 12 10 .9 'B B 0 45 - INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.-MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD.STUCCO DaST,AND f4 .12 10 9 7S S3 J5 _ 14' 12 :10 9 B 8 8 5 14 12_ 10 9. 8 7 53 4 •5FEa,nlltri5 ac VSE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO.' 14 12 10 9 8 0 B B_ 14 12'.10 .9 e B B 53 14 12' 10 9 6 6 6 45 0'A T 19 5•-0' !4 12 10 9 a 7 4 - 14' 12 l0 9 B 65 5 15 i4 Ti' 10 B BS 5 3.5 J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR AMY.VLNEER BE-FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 D 8-7.5"43 14-12 to -9=-a= B:=6-45 14=-t2--10 9--B _6_4.5. 7S _ _ _._____ _, ANCHORS SHALI.OE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95..7.5 e.5 4.5 .-_ - 14 12 10 9. a 73 SS .4 14 12 10 9 8 :e 43 35 NOTES A.1)&'K2)-ABOVE.f'OR INSTAI.ATONS-ON NM•L:SIOING'OR E1F5 WITH- -MSTUDS-CONSULT THIS ENGINEER.-FOR - 6._0. N_ 12 10 9 8 6 6 - 14 12 10 9 _a -e--6- 5 14 t2 10 9 -8 6.5 `S-3S - INSTALLATION INTO EFS WITH_M_ETA_L STUDS SEE SHEET Y0. -_ - -• 14 12 10' 9 7.5 55 :3. - I 12 f0 BS 7 55 4 3. 14 12 B 6S 55 4 -3 - _ 14 .t2 t0 9 B G - - T4 t2 10 9 8 65 5 75 la 12 10 aS B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12, B 8.3 55 3 - _ 14' 12 '10, 9 8. 0.3 <.S Y_5 l4 12'_10 'B 7 5 15 3 - 1/4.'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNCLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDL t�- fz to -s "e a t{`a io .s._a 7 . -_I la .12 fo_ 8. 75 53 _{_ 3 - 1/4'0 z.3/4'ALL POINTS S°UD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS.SCREW.BOLT&SPECIALTY COMPANY. 7-0' 14 12-�TO. B 85 4 - - i4' 12 9. 75 6 4.6 3.5 = l4 t0.3 7 33 4S J.S - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP-As-MANUFACTURED 13Y FLORIDA FASTFNSTS DIRECT,INC. is 12 10 BS 7 4 '- - 14 12 I0 9 73 5S"4. '=' 74 12 9 7 7s is _ - 1/4'0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS,SCREW BOLT do SPECIALTY 14 11 7.53 4.5' - - 14 12 10 9.74 55':4' - 14 12 9 7 fl 43 '3 : COMPANY OR ANY OTHER APPROVED UCE14SED OR AUTHORIZED,VENDOR REGISTERED WITH THE AMERICAN SHUTTER,SYSTEMS ASSOCIATION,INC. B.-0. 14 12 10. 0 -8 6.5 - 14 12 10 9 :a 6 .4. 14 12 10 8 tS -5 35 _ NOTES: 14 12 as 7 5.5 3' - 14 12 8 65 SS 4 3' :-. 2S SIS 8 5 { 3' B.1)MINIMUM EMBEDMENT 1770 CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12 s3 7S 0 - 14 12 9.5 8 G3 5 - - la 12 B' 6 65 4 - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. IJ 93 8.5 5 !.5 - _ 14' 12r_.7i B 63 5 14 12 10 B D_ - - r; 14 12 9 75 43 - - 14 12 B.S 7 55 -� - - .2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4.ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO g•_0•. _.. _... M to 1iA 73 6 4 - - - Ia It SS S33 - 11 'e 53 IS ss - - - EMBEDME7Vi'WTO STUCCO SHALL BEPEIO.IffTED. 1/4'0-20 S.S MACHINE SCREW USED SFWL BE 1 1/2'LONG YIMYUM SHOULD STUCCO 14 12 8 63 4.5 - - 14 12 7 53 4- - 14 103 7 5S 6 4S - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 9 7 '6 4.5 14 11 7 5S 45 S:5 - 14 72 10 9 7.5 - - 14 12 f0 8 s5 5 - 14 12 8 8 54 - - B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'_0.-. - __ `k" - - 14 13 9.5 63 S 4 S _ t0 5 3_� S - ANCHORS SHALL BELONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS RNDICATED ON 14 11 7S 5-5 - - 14 113 9 6 5 4 - 23 SIS G 5 4 4 NOTES ELI)k 8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ELFS WITH OR WITHOUT META_STUDS CONSULT THIS ENGINEER. 0.5:B. 5 - _ -8_6.5 55 4 1J: to-G.S '5 t 3 - - FOR INSTALLATION INTO EFS WTI"METAL STUDS SEE SHEET 20. '" 14 12 10 - -_ - - - 14 12 9 7 6 43 - - 14'10.5 7 5.5 45_ -__ -__ 11-°.1R3 93' s - 12- 9 8- {5 9 3 _ _ 9 7 4.5]3 3 _ _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING Al OF THE RECOMMENDATIONS AND SPECIFICATIONS OF Tit'c PNCFK)R•5 MANUFACTURER 14 f0 7 - - - - - 14 109 7 5.5 4S - - - 13&5 5.5 I.s-.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 45 - - - 14 115 7.5 6 1'5 - - 12 9 6 4.5 4 - - -' _ 12•-0' 14 12 10 - - - - 14 12 0 ss 55 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VE$ USS SPACING�C�(EDULE FO$ANCHgjLk - 13 BS 4,5 - _ - 11 a 53 4 L9 - 8 8 { 3 _ MAXIMUM ANCHOR SPACINOS AE VAUD,FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE WOWATm,REDUCE ANCHOR SPACNG' 3.3 SIS 6 - - - - - 13 9S 65' 5 4 - - - 05 '8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCIIEDULE BY THF.FOLLOWING FACTORS. ' 9' BS - - 14 10.5 '7 5.5 43 - 11' 83'33 aS 35 - REDUCED.SPACINO OBTAINED USING FACTOR SFWI.NOT BE LESS THAN MINIMUM SPICING NDICATED FOR FA']N ANCHOR TYPE... 14 12_ - - - 14-115 7.5 G 5 - - 12 9 e_�5 _ _ "he- - - - - 10 75 5' 4 3 - - -6 5.s- 4 i: ACTUAL ..WITH TAPPEt.+ 2S& _ _ _ _ _ 12..._9 �8 4S - 95 7 5 4 - - - - EDGE TAPCON TAPCON ALL POINT SOLID SEi BLUE TAP W/CAP B 6 - - - - - 13 9S 65 5 - - - OS 75 5 4 - 1 HV BLADE O DICTANCE THREADFORM TECHNOLOGY MIN.SPACING l4 14 10S 7 55 - - - - It 85 5.5 4.5 - - - - E.D. MIN.SPACING=3' NW.SPACING-J' MIN.SPACING=3 1/2' MiN.SPACING= J' .3.3/4' 4' 14•-0' 10 7.5 - - - - - - 0 _LL 4.s 5-5 _ - - 9 5 J3 3 "__- - - 1 HV B D .W POURED CONCRETE h PgjED COLgjE OpN0E7£Ii00( POURED.CONCRETE @ POURED CONCRETE k t AIFD WICltEIE Cpf3ElE gDfX: t3 B - - - - - 11 8 53 a9 - - - - 0 BS 4S - - - - - CONCRETE BLOCK M!1 FA,3 1/Y MOI.ED.- 1/Y CONCRETE BLOCK CONCRETE BLACK LN ED,=3 1/Y.NN CO.2 I/2' 73 - - - 12' e' . - - - - - 0 K 4S - - - 1 HV WINDOW - IOL EO=3' .. MN ED,.3 1 . LGL FO.•J' 14 - - - - - _' J3 10 6.5 - - - os a 5 _ BLADE WORKING1.0 _ _ 15•-0' 9 - - - _2 1/2' _____--__ .--.0.81--_- 1.0 .._ _--- 0.67 1:0 _ I.0 ___ 0.7fR _ _ 1.0 _ 10 OS-8 5 - - _ - BS6 4 '--` - IN UNISON ♦ -Y --_' 0.71 - -- - - - ---- -0.51 _- 7 B5 5.5 - - - 9 64 45 .____.__._. ._ _ 1 3/4' - 0.91 - - - 0.43 16._O. 1a - - - - - - - 7593 s - - _ -' 10 75 5 - - - - - '.1 1 2'- '0 - _ --_-__-___- 0:35 9 - - - - - _ - B 6 4 - - - - - C 43 ] - - - - - - 9s 9s 5 - - .e 'a' _ _ _ FLORIDA BUILDING CODE(Ron High Velocity,Hurricane: Zone •`N4A1�P•TI��/�AiiAA� 0.2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �ENSF -•._�. /� J I L E C O ENC. A,S,S,A. Accordion Shutter System American Shutter Systems HV.BADE 1 W%OR W%0 fiV. NiPOON aAIE, / EV.N _ DESCRIPTION DAIS DRAWN BY: ILL_ •Cr_ TINT TESTING . 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.) EXCEPTION. SEE NOTE 2 BELOW. -SPRUCE PINE FIR_SOUTH W/G-0.36(NDS.) 000(1986 APA) 2 ANCHORS 70 HOLLOW COLING SHALL DE AS PER MOUNTING TYPE U.SHEET 17 AND SMALL CONSIST OF -MIX 1/2_•COX" LAG SCNO.WS AS PER NOS 2012 SPECFMATIONL 4.ANCHORS SMALL BE:[INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS.AND SPECIFICATIONS OF 111E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Mon High Velocity Hurricane.Zone TO 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM " 1 UIIIIIHNNNpr% ". IL E C O �N�. A.S.S,A. Accordion Shutter System . ...... ".,��7 ALV.BLADE#1 W/CR W/O.KV. H7NDOW BLADE mss.- - P �� •, American Shutter Systems REVe W DESCRIPTION DATE DRAWN FD: M.L. TILLIT TESTING & ENGINEERING COMPANY In 44167 NW.3 ' 755 Gm.x•SM.305.VOMPN Gamins,FLOHW 33`1 AsSOCIOtIOn. Inc. , OLD 11-192 4/1 J/15 DATE. :4/.13/15 -1zm • 6 Poon:(305)871-15:0.Fai:(305)871-1531 4268 Westropds Drive 2 DRAWING No c ! -mot:6R...O. co. West Palm Beach, FL 33407 J Lr 2 EB-OOD6719 STATEOFQ . .. _. 15-085 WALTER Rl9 i, s SHEET E16 5. OF-20 11111 ;'Sl0NSON" INSTALLATION DETAILS..0R .EXISTING WOOD BUILDINGS FOR-_n HV &--f�IA -HV-.+-BLADES AS APPLICABLE MAX. SHUTTER SPA L+ .OR L— FOR INS ALLATIONS INTO WOOD.WIT HV BLADE1 NLY SHALL WALL FlNSH BE LIMITED TO 105.0 psf, A3.D. DESIGN PRESSURE RATING, SEE SHEQ 19 FOR MAX SPAN & --1/4'0 TAPCON OR.. S D. DESIG ''PRESSURE .f'OINSTALLATIONBLADE 1 :& A`' ORKI -IN- U OW TAPCON WITH ADVANCED. THREADFORM TECHNOLOGY —�� 1/4.0 TAPCON OR �W/ 1 1/2!Min.PENETRATION �'\ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ,. - :OF IN AREA TO W/1 1/2'Min.PENETRATION,OF RIRFIJIED AREA TO EXISfiNG 1 M71 SSrAT�i EXISTING WOOD HEADER. - WOOD HEADER.(SEE SCfHmULE ON SHEET 15) TO CSASS(� 1 OOR (SEE SCHEDULE ON SHEET 15) 1/4'0_20x3/4•S.S. MACHINE I SCf4UllE Q4 SHEET_ E SCREWS W/ 1/4"-20 NUTS ! 11 1OR BADE Si tlT 19 FOR ---_ 011�.i \ O � 012'O.C. RACES Q1& x E)asnNG ! GLASS--I zi n OR z 5 p WALL -- yH� nN WALL .f EXISTING MIN. t ..' `.J FINISH 2x4•W000 ) OR ♦ I :iEXI5TING MIN. HEADER REOUIREU: ® 2'x4•.W000 ( I/, TAPCON OR TAPCON WITH ADVANCED 1 1 HEADER REOUIHEU THRFADFORM TECHNOLOGY W/1 1/2- Fx1STING i IAN SEPARATION I I 1 ---� I ` 1, Mir- PENLTRATION,OF III 'M AREA TO GLASS f0 GULSS(� u1N.SEPARATION 10 CUSS: I I I ' - C70E SC DOLE HEADER. SCHT.E CYJ 54aEf ' (SEE SCHEDULE ON SHEET 15) �'--11 FOR RARE mA1D` IXISRN6 �--(SEE SCHEDULE ON SHEET 71) t1. W s1LLT 19 FUi CLASS-may I. _. _ 2'xe CONT.SILL 1 BLADES(1)& PLATE REO'D. OHV WALL HEADER INSTALLATION OHY WALL.SILL INSTALLATION ®HY WALL HEADER INSTALLATION .. ` I .-NTN.SL'PARATION TO GLASS IXISTING - - MIN.SEPARATION TO GLASS "(SEE SCHEDULE ON SHEET 11) I.. T EXISTING /f1---(SEC SCHEDULE ON SHCET 11)- CI� pOS11NG �� GLASS -) MIN.SEPARATION TO GLASS I 1 ^O GIAS�' ,I GU3S---1 i 2'x4'CONT(�SCHEDULE ON SHEET 11) I 1 1 WOOD PLATE i 1 t 1/a•0-20x3/4's.S. RED'D: ''--, 1/4'0-2(h3/4'S.S. MACHINE SCRIMS _ / USING 1/4•-20 NUTS S J '.:.. • �,MACHINE SCREYS W/ 1 -WALL /. 12 O 12'O.C. 1/4'-20 NUIS 0 ` - I ) nNiSl O.C. I i _ R® 1 OR 1 OR % \ 2'x4 CONT. 1 ` : ._\ WOOD PLATE T 1 _ — l\Ul 0'-I-E REO'D. •I ..Y Min. _ 1 VIRECI�..4 1/4-0 TAPCCN OR TAPCON WITH ADVANCED ©CR� THREADFORM-TECHNOLOGY W/1 1/2•2x4Min. PENL7RA1IONOr THREADED AREA TO I/4'0 TAP(:ON OR TAPCON WITFI ADVANCED _ SILLPLATE%GTING WOOD IIEADIIL. THNFAOFORM TECHNOLOGY'N/ 1/2' - 1/4'0 TAPCON OR �(QjE: � I (SFE SCHCDULC ON SHEET 15) Mi..PENETRATION OF THREADED AREA INTO PLYWOOD �IAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL.(SFE SCHCDuIF ON SHEET 15) EXISTING uIN.2'ca- 1/2"MIN.CD \ TI IRE DFORM TECHNOLOGYSHUTTER ASSEMBLY. �i!L- -WALL AMISH }I PLYYu100 REO.O: W/ 1/2'Min.F'ENElRATiON OF 2-MOUNTING SECTIONS CAN BE STUDS 15'O.C.MAX. WALL FINISF+—•THREADED AREA IMO PLYWOOD COMBINED IN ANY WAY TO .1/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN.2'x4•SR1D5 O 16'O.C.MA)(.REO'D. ATTACI IED TO SALADS IN ' PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRFI SECTION 2308:OF TELE F.B.C. SECTION 2308 OF THE &HV WALL SILL INSTALLATION E: UO�ATiONS OF OF ©HV WALL SILL INSTALLATION F.B.C. DE 1 ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zorie CEJ 2015 EASTERN METAL SUPPLY,INC. �� A�ri�[ BERTHA HVTM /71L E C O �N�. A■S■S.A■ AccorW1qo /9 RV. Wr System KV. aue#1 w/oR w/o Itv. wtNo0w BLADE ti"P•� = TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION IUtE�L DRAWN LAY: M.L yJ _ *: F •* 6755 N.W.3Wh SL.Sta w5,YRGM CARMC.rtoRaA 331 STAIL UP ASSOC1Oflon. Inc. - 1 OLD,t t-t 9z 4/13/t5 DI -4/1s/ts PAona:(305)8 1-1530.Fax;'(305)871'-1531 4268 Westroods Drive �2 DRAWING No '� pC OP' cam: arm t000671BWest Palm Beach. FL 33407 ± 15-085 0,C--'�. •::-ORI •,• �`, WALTER A TILLIT Jr.P.E. _ _ F '••••- G\ FLORIDA Lic.IT 67 5 SHEET �.E'�FaWr��c�tFey'onlr .. M16 . . . 16 of 20 INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS - FOR 1 HV-&— HV*—BLADES (AS APPLICABLE MAX - SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH AV BUDE n ONLY SHALL BE LIMITED T0: 105.0- sf. A.S.D.- DESIGN PRESSURE:RATING SEE SHEEV19 FOR MAX 11 -WALL nNISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING INS UNISON - _ --- Il 11 4 0 TAI ON.OR 4'x8'.(lAn. IXISIMG EQ E 2 MIN.— VA IN. __.Y.... IAPCON WITH ADVANCED ) ITHRFADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) W/1 1/27 M. PENETRATION - - 1/4.0-20:3 4'S.S. STRUCTURAL ADEQUACY -- _--_ _-- OF THREADED MEA TO / OF EXISTING WOOD BEAM PHILLIPS TRUSS HEAD TO BE CERTIFIED'BY EXISTING WOOD % EXISTING WOOD HEADER. .M� MACHINE SCREWS REGISTERED ENGINEER OR - --r _ (SEE SCHEUUIE ON SIR IS),. W/ 1/4'-20 NUTS ARCHITECT PRIOR TO - Q _ TRUSSES OR I , 12'Q.C. SHUTTER INSTALLATION. 1/2' 1/2' RAFTER O 24' - 19 - - -- O.C.REQUIRED 1/4.0 TAPCON OR - a 1 On 1 TAPCON WITH ADVANCED .l. EEXISTI N _257' SOFFIT THRFADFORM TECHNOLOGY _Max._ W/ 1=1/2'Min._PENEtRAT10N. _ E Q _ _j.14z}/4= _I_E_ -EO _ 1•x4.1/B'CONI'.ALUM.TUBE t• OF.THREADED AREA TO S.M•S, '! ;I- - x(6063-T6 ALLOY)W/ - �` OPnONAL EXIs1Wc wooD_HEADER a 6'Q.C. I 1 or 13 or 1S (3)5/16"0 LAC SCREWS TO (SEE SCHEDULE ON SHEET 15) —@_l or 13 or @ EACH RAFTER OR TRUSS.-. . r yr- I v LOCATE LAG SCREWS AT 1 I MIDW1DTH OF EXISTING WOOD - � EXISTING MIN 2'x4' _..__.O I I I I I I _ MEMBER, (2Alin. NOU1144 EXISTING--) HEADER NEQ•D OPEN HOLE AT EACR-- WIDTH)W/2'Mina II____ MIN.SEPARATION TO GLASS I STUD T0.ACCEPT III-(I PENEIHAION OF THREADED GLASS 1 (SFE SCHEDULE ON SHEEP 11)' EAREA.VALID FOR XISTING s/16'0-� I ' - AT CENTER OF TUBE. ((I I INSTALLATIONS WITH 72psf IIINSI MAX.AS.D. O'SIGN LOAD AND QS HV WALL HEADER INSTALLATION I��e(S EX=G l uv tT WA oN 9-0'AWL SPAN.MS GVSS-- TO QA55(SEE IIISTALLATION IS.ONLY VAUD --)11 1rn uoDE�� ♦ l salfAl.E ON sUT I FOR WOOD W/MIN.SPECIFIC I w 9.ET 19 FOR N OOR ® 111 FOR 1fACH sm 19 DM0 rail GRAVITY OF 0.50 AS DOUGLAS fiARSNN A I aAOEs(DA ♦ FIR OR SOUTHERN PINE No.2 BDs¢ALIYT 4 roa TYPICAL sliurTER A56EVBLY �__L_� -._ - -----1) —1-_---- --_ _ .� --Q OR® OR EQUAL z-MouNm+c sEcnoBs cM BE COMMNF0 CT HV CEILING INSTALLATION 1 IN ANY WAY TO SUIT ANY INSTALLATION. / U HV C L NG ST LU►T ON O ausro R �♦ I- -MW. I. I.. _ _ ISEPARATION ( SEE SCHFDULE00NTSHEET f i) EXISTING I O CLASS1 iNM TO CLASS ( GL SS MADBCD a (SEE I tEET CIE CI17NNCS Ji 01 i ON sN�Er q 1 I l I ( ALTERNATE ( I ANCHOR I I I l 1 I 8 I I I WALL __ I LOCATION EXISRNC I nN 511/ I I © ry1,• #10.3/4•HEX 1/4•l GLASS--I I I - 1 I -2':6'V.W.W00 1/4 \J I -- WASHER HEAD TEK I DECK REQUIRED I r -----13 OR 2•x6•MIN.WOOD'.)� \ n SCREWS a 12"o.e _ (moo)H CECK.REQUIRED(NO FINISH ALLOWED) _— "- _ -- E ----- .-_DECK IF _ _ EDGE OF DECK 1 OF "� EDGE OF DECK 1F APPLICABLE _ ___--1:0 E"O _ _^J A-PUCABLE =^_�___ IF APYLICPBLE 1/4'0-20.3/4'S.S. 1 1 ( 1/4'0 TPMON OR t� PHILLIPS TRUSS HEAD 2"..AMAi:—__;_- r _ l 1 1/4.0 T WITH ADVANCER MiO' MACIIIYE SCREWS "-` - -`-- 1/4-0 IAPCON OR 1'APCAN WITH ADVANCED` THREADFORM TECHNOLOGY W/ f/4'-20 NUTS y// I THREADFORM TECHNOLOGY W/ 1 1/2'Mln. - I -2'MIN. -SILL PLATE i 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM J L._ _-2•MIN. -- - PENETRATION Or THREADED 1 REQ•D. I •`:I OF 1 7/2'Vin.PENETRATION q 12'O.C. TECHNOLOGY W 1 1/2"Min.PENETRATION OF THREADED _.. OF TING WP AREA TO / AREA TO FOISTING T 15) NEMER. (SEE — 1 -'EXISTING WQDO HEADER. AREA TO EXISTING W000 HEADER.(SCE SCHEDULE ON SHEET 15) SCHEOULE ON SHEET 15) -" (SEE SC.ItE ON SHEET 15) CX)HV WALK-OYER INSTALLATION ♦SFE UN ATKINS OF USE FOR HV WALL SILL INSTALLATION BLADE IA QN SHEET 1e W HV FLOOR INSTALLATION UV FLORIDA BUILDING.CODE(Ron High Velocity .Hurricane ZOHC A..Tlj j, � � ..©2015 EASTERN METAL SUPPLY,INC. �P . BERTHA HWA A A Accordion Shutter System SS L ECO N C. KV.RADE#1 W/OR W/0.HV.WINDOW BLADE American Shutter Systems TESTING & ENGINEERING COMPANY REV.w aESCRIPf1014 GATE ONAWN(IY: NM_ � A. Re.3su.sc,5171 Sas,ulama OAftD[M.Rona aT1 MsticlOtlOn� Inc. __1 OLD 1 L-192 4/13/ts PATE 4/13/15 Plane:(30.5)8'71-1530.Fm:.(305)871-1531 4268 Westroads Drive z DRAWING No e 04:mfecoocio"M West Palm Beach, Fl. 33407 s i�FSO`........1-.10 �1 eB-0008719 15-085 AAAAA101VN L L111VI4l 'ALTER A TRLT J,P.E. 4 FLORIDA Lc.B 44167 5 SHEET P.E..SEALfS'(G1�AYURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO. 2".94" MIN. WOOD STUDS ..2•..-Rai WOOD SNOS aC0'D. _2•.,•M .WOOD 2•.i'Yw. sruos REWO, .N 211•D'JL _ .•T ��(AS APFUQOJ3 \ / AT(MW O.C. \ ./ ■ t.t/Y.SW. meas OTT■Y%ALT D6611NG GLASS--\ I' %%YiSOCO 6'w '•V - 7 . \ T� SNIIS MiT. y --E%ISnx GU53 I DOSRRc GVSS (j / DOSM GLASS _ -_ Yi1 SFPfPANN KULOpJ."� ''Iri StfMt pODri 14 lei SiF•roGioT �y_i�•1_., 1/2•YIrL fTnt �N�.,^`t•:=�'.�;� 10 OAS{SIE S■1 uM�flwcll ID ows(g FL.■Go6. 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Sc{SDVPRAN 1/2'e4TL ymuA gar / - \J • BV+OSEE E tAAONNSHEEiS OF U?FOR YN 5t➢NAIIRI : 11 Id PM/)Atm C aass lSYE -O OIT6 tD a 1`�q - _ amu a van I Till aAGE9AN) l_ .. a 9flf le Im 1/Y•16N �•'I D - - - 'vu1 O �/ �� ILAS CDa� f-_"i>;•� __ - __,a ___-- 6 Uq 8 w t Ga 0 / `�. ^• R7_ �� •� � �-' V� 4 �OZ(�oa .OR�q V�� y �3EW �� as-fy- vCnt z 4WALL 49-� �d t h9•fg-f7�•f#-i�•fV- ©-J•L-U'IJ-O- CU 37 -'J O irs� i�•i4-f�Ct-O Cn- '1�•(+T-63•[g-(a;•L- 60•Cs-4•ts-Es 0 n f�-0 4-&@ DETAIL X END CONNECTION DETAIL i3 END CONNECTION DETAIL/12 FLORIDA BUILDING CODE Non High Velocity Hurricane .Zone .. +111 /// .. ®2015 EASTERN I&TAL SUPPLY. INC. A - CG BERTHA-HV�M CEN Accordion Shutter System - UL E C O INC. A.S.S:.�. H.V.MADE#1 W1 OR W/O H.V. WNDOW RADE •' TIWT TESTING g ENGINEERING COMPANY American Shutter Systems N oLscwrnoR DArz-. DNAWIIBY. "u.- T• *g Association, Inc. + ow 11-192 a/)a/u DATE 4/13/+s 6155 N.W 061U.SL.-1.JG5,VRCMA GARDETLS,FLORDA MI _ TATE OF 4268 Westroads IDrive z. ' O,e;•: F� ''�- rmo„:(305)e71-1530.rae;(305)e71-1531 - DRAWING No '<. 6�Go: -0GG 7GULeom West Palm Beach, FL 33407 3 15-085. ��cS•.••QRIDP••\�eC`c Ea ooD671s 4 s (j.\\� WALTER A 11LUT Jr.P.E. - , SON JE •� FLORIDA Lia 44167 5 - SHEET .. P.E. SUAk(N�'iR6�1&E/DATE 6 18 OF 20 • GENERAL-Lm IMrrMONS-'AND coNooNs OF USE'Fog BERTHA _- n HV BLADE ACCORDION";HIM SYSTF_M WORKING IN " t> t U 7) UNISON WRH HV WINDOW BLADE BAl - - Y `y' 1.MAX.ASD.PISIGN PRESSURE RATING:+110, 110 PIC 2.W1X.SHUTTER SPAY:96' 3.ALLOWED MOUNBNGS:A D.G&H CSHEETS N 6,7;AS WELL AS MOUNTINGS II,O•T,'U&W ON SHEETS 16& 17. ' E z 2t � § Aa7 ONLY CENTERMAIES g (BOTH W/ 4,OR/may!ARE.ALLOWED WDH 1 IN A SYYAETI&AL OR OP NG UYWT.IN CASE OF OPP0NG OHO C Y II,W1 EMUSi BE WCULLIDE0 ONLY AT�WIERIOR ACCESS SIDE Of J TYP.EA.END • • ♦ ♦ • /a 5.(A)NV WINDOW BUiDE 1©SHALL ONLY ADLOW A MMMUM of 5 OPENINGS • (3"0 NOTES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. CJ —j, (B)MIN.MENW4CE FROM TOP OR DOITOM EDGE OF NV WINDOW SLADE g A1AX. 5 WTNWWS ALLOWFD-AT_HV _ ___ __ —_ _ _ _ _ _ _ — _ _ _ _ _ -_ _ __ _ OF ANY 3'0 MILE TOR�5}UIL BE 12'_ _. WINDOW BLADE - _ _ _ — _ — _ _ (C) OW OR BLADE COMING OUT FROM STARTERS AT-LROS-MAY-BE HV- WINDOW BLADE " % • t (D)HV WINDOW BLADE O MUST BE USED ALTERNATE 10 A SOLID HV BLADE 1D 5 THROUGHOUT SHUTTER•5 WIDTH. z c • ♦ I ♦ LRMATES SHALL ALWAYS BE INSTALLED ADJACENT t0 A SOLA HV ^ �R BIAOE t Ai EITHER SIZE OF THEM. SEC END �9 (F)POLYCARBONATE HV WINDOW�A SHALL BE INSTALLED 50 TABS FACE SEC CONNECTION _ • ♦ i?g THE INTERIOR OF THE OPCNaH 1#ING PROTECTED.HV WINDOW LUST BE DETAILS IO 5HEETTT ONLY INSTALLED AND LOCKED U91O A HV SETTING TOCL PROVIDED BY ASSA .4 ", 3ffiy INC. full .G B.I Wc3rEj B.SEE ANCHOR CSPACING SCHEDULE FOR DISMIATIONS INTO WOOD FRAME SkIET 15.AS LIMITED FN/SPAN AND DESIGN LOAD SEE NT S P I &2AB � at� Com$ 7.SEE ANCHOR SPACING SCHEDULE FOR WALLAnONS INTO POURED CONCRETE OR CONCRENE BLOCK WALL ON SHEETS 12& 13 AS UMITID BY SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). (� B.W,MUM SEPARATION 7D GCA55 SICItmULE,PER ASIY E-1996: N (TIP TOP FOR UIREMFNTS) C� �4 .�� WLND ZONE" NIOAUM SEPAItADON TO GVSS D H W , DR �a1 6 7 ------- -- --'------0NUuiTFD K70114----"------- ---------------- 1 7HRU 3 1' .. NN SEPAPATKXd TO GRASS ELEVATIQN -- ------- --- E7ft.S11NT'GLASS-- UtL'SO, F ON".11 rat�(� _ --_. It{a`a CH THIS 91M FCR MAAS0)&t7 a 61 1 ,� 1 �� W1 Cikf= TTP, 6 1 ., 0 \ --= EE NOTE 4 MOVE) X�106 �11 'EJ TYP. N/ o ,µ EE EMERAATES (2� �� W/O (SNOTE PLAN \� 4 4 TYPICAL J-) HV BLADE WORKING IN UNISON" WITH HV WINDOW BLADEAA SHUTTER* .. _ .N.T.S.. .. . FLORIDA BUILDING-CODE Non High VeloeityL Hurricane Zone `A`44A1T1N111111111/l/p♦♦ C 2015 EAsERN mCTAL SUPPLY, INC. -- -- P��R BERTHA HVTM E A S S A Accordion Shutter System L E C O INC. KV.IAADE#, W/aR-W/0"RV. N7ND0►I(31AOE : �_ American ShuttOr Systems EV.rk DESCRIPTION DAIE- DRAWN BI: N:L TILLIT TESTING & ENGINEERING COMPANY ��- STATE 6355 NSW.360.St.St•.305•VRM GARDIXS..FLOP"WISEASSOCiOti00� Inc. � 1 ,OLD 11-192 4/13/75 DAE: _4/t3/15 OFA (305)B71-153.Fa. (305)871-s31 4268 Plestroods Drive 2 DRAWING No ♦O�•. F�aAiDp ,.�Qa`� -0:tat- West Palm Beoch, FL 33407 3 ..•'••••••"T•'\�,,•�` WALIOT ED-TR17T13r.P.E. 4 15-085 P.E�AA&A �' F SAE/DATE FLORIDA L;c:/44167 5 SHEET 6 1 OF 20 " ''' INSTALLATIONS W (�1 HV BLADE .&- -HV-- CENTERMAT_ES_� _ _ _ -12.000'Max.r 6•..1 1/2'.0.035•THICK Mtn: VN21ESi �I 1 ' Min.ASTM AALV. GRADE 40 a_ z-_.�.. , - 43b . INTO. METAL STUD. WALLS Win.G-6O -605' STEEL r -_---- METAL SR105 AT 16'O.C. , -- _ 4 :075` 3" _ - ]•/4 o NOMINAL * GENERAL LIM QNS ANDD ONS OF USE ALUMINUM SLEEVE 12 .a FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063=T5'ALLOY 1 a%a•.6 t/c'.0.035•Twa(Mi.. 43c -: d3a n= �SvsrEM INSTAL CATION TO META1_ STUD WALLS CONT,CALV.STEFl TRACK CHANNEL,o 8.O.C. O 6'O.C.^. SEPARATION TO GLASS SCHEDULE ASTM A=653 GRADE 40 1r.G-60 .. .. Mat. GALVANRaD FASTENED TO STUDS , w/(2)Btx1/Y TEK SCREWS ON I EXISTING FlNLA1 39. 1. MAX. A.S.D. DESIGN PRESSURE RATING: t75, - 75. (psf) %M(2)0R&EzrcwOR FACE ; -AS APPLICABLE Q N 2. MAX. SHUTTER SPAN: 84' MINIMUM WIND.ZONE SEPARATION LENGTH + 1- ASTMIN. SEPARATION �k 3. ALLOWED MOUNTING: MS ON THIS SHEET. M E-1996 TO,GLASS . O EXISTING class—1 , / (SEE CLASS $ �, .. 1 THRU 3 )• ® J 4"ta-20X3"..BOLT i ) 4. .ONLY. ENTERMATE 21 W/ 24.HV LOCK ARE ALLOWED MUST PENFTRATE 4 c I' WITH 21 'ARRANGED A S METRICAL LAYOUT. USE 0 `(2) 3 (6"-L"ONG,"MINIMUM)-MUST-ALWAYS BE 4- - 4� 1 3/4'.t 1/4'.O.o35-rwc- Mi.] EXISTING FINISH O � INCLUDED AT�IOR OR INTERIOR ACCESS SIDE OF- 2gpF�� .o5a' CONT.GN.V.STEEL TRACK'GUwNEL, \AS APPLICABLE ,1 I CENTERMATE. I 11' ASZM'A-FS3 GRADE 40 Min 6-60 , !r GN.vAM2ED FAS,ENED TO SEWS I 111 w/.(7)/6.1/2`.Ttw SCREWS DN 1 43c 430 �- ° w1FTaoa,a EX,EPoOR FACE $ '0'"0720: (HR[ADS O 6'O.C. O 6.O.C. Z F. u BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® �4w0 ELCO CONSTRUCTION u 1/z• 8 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD of - 6" COMPONENTS 6'x 1 1/2•x 653 G nncK l.- vnwEs._ ® 6` O.C. MN.rsn4A-653 GRADE 40 _.2?QAC MS WALL HEADER/SILL INSTALLATION Min.G-60 GV.V.STEEL 1' METAL STUDS AT l6'O.C. ,n. EXISTING &BTT APPLICMLF SCALE: 3/8'^ 1' (TYP.TOP&BOTTOM) .. _ —— _ ————_____ — _ EXISTING GLASS _ _ _ _ _ _ .�.^ - 1 3/4.6 1/4•x 0.035"THICK Nin. ONT.CALV.STEEL TRACK CHANNEL. _ - ASTM A-653 GRADE'40 Min.G-60 _ - :CALVANI D,FASTENLU 10 SIUIIS I 1 1 SYMMETRYCAL - SYMMETRYCAL 1 ( 1 w/(2) 6:1/2•TEK SCREWS ON L'- 430 436 43c : 1 '• I i[; i MIN. SEPARATION VARIES I I I INTERIOR&EXTERIOR FACE CENTERMATES W1 1 CENTERMATES W/ 1''' To class z i 1 1 1' EXTERIOR ACCESS SIDE 1 I: INTERIOR ACCESS SIDE 1 (5�SCHEDULE)"Max. , 1 11 11 '4 t.-- -==--------=-----= ------ --_ --=---=------------- --- --- ------------�—\----- ----- ---- ------------- -- ------------- 6- -iIN Min.) .. IN 12 -�- ----- ------- --- ------ 24-----