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HomeMy WebLinkAboutProduct Approval 06 ECEIVEr �� /O ' ,., .. `,__', k. . `''_ . :•+.�`t _,-. ' _. `.E` peYtrittin9��ar.,rr., --- — - !��j�� aCIS Home Log In !User Registration Hot Topics Submit Surcharge Stats A Facts r publications Contact Us SCIS Site Map links 1 Search , b 3 Product Approval k t': ` I USER:Public Use Product Mprovol Mrnn>Product or AnoOcanon Search>Apnl«ation I Ist>Application Detail FL FL389-R9 - 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@teasternmetal.com Authorized Signature Bili Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emali i 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 _1 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. n Validation Checklist-Hardcopy Received Certificate of Independence FL3$9 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF Fl 389 R9 COT AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FI 389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.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 �EGE�VED pUG � _ 1019 ,, permittitn9�Co1'n Yent St.Lucre t Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1I AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SH(1TTER SYSTEM_.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison,Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use installation Instructions Approved for use in HVHZ:No FL389 R9 ii AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f,for HV1A REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-106 PRODUCT-EVALUATTON REPORT,PDF Created by Independent Third Party:Yes [iaik Neal Contact Us::2601 Stair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convrinht 2007-7013 State of Florida.::privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 mall.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 ema0s provided maybe 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,FS.,please click here. Product Approval Accaptst © ecrett — GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERtM FOR,COMPLIANCE IN ACCORDANCE WITH THE 2017(Gth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND �SASHALL E DETERMINED FACTOAS R d PER SECUSINGI1620 THE ANABOVE S AEN NOTE CODED INE MAXIMUM(IND SPEED) REQUIRED BY THE JURISNGS DICTION INDICATED ERE SHUTTER WILL TABLE OF CONTENTS OWSHEETS 11 THRU 15, 19&-20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DCTERMINED PER ASCE-7-10 SHALL BE FIRSTREDUCEDTO A.S.D. DESIGN WIND LOADS AREA �; HV BAD n BY MULTIPLYNG THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS tiM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.'HOWEVER,A WIND DURATION FACTOR CDm1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW OETNL -HV-BLADE(} 10214.01-03,-10715.01-03,.11004.01-05:..11214,01-05,10317.02-06,00609,01-10 AND#0210-01-1 1 AS,PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA 2: HV BLADE Cil AND NV 3Ytf�,D,OW BLADE.dk AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WERE APPLICABLE)' -HV WINDOW BLADE.Q 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 1 0725.01-B8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK. SHEET 6 2.HV BLADE.0 AND W WINDOW BLADE p ARE ENGINEERED TO WORK IN.UNISON.WITH EACH OTHER,UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3. CENTERMATE RFLY. SHEET 8 BERTHA H.V.ACCORDION PINS(NV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114X2.75"AND 114X1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CLNTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kat YIELD STRENGTH AND 180 kal TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA ITV DACROSHIELD COATING SYSTEM AS MANUFACTURED,BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAS!SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION.AILOY'AND TEMPER AS INDICATED'ON-SHEETS 2'AND 3, MINIMUM YIELD STRENGTH FOR 6063-TD'ALLOY'IS 30.0 ksi AND 35:7;ksi FOR END'CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET tt 6005-T5-ALLOY.' ANCHOR SCHEDULE-CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND S1Wl COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM,A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH: ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOVANG SHEET'S FOR ANCHOR SPECIFICATIONS:W BLADE U: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R:WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17' HV BLADE Q&@ WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12&.X.WOOD SHEET 18 B.THIS BERTHA H,Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15.458,179 ISSUED"TO EASTERN METAL SUPPLY,INC. ' "j'� WINDt)W BLADE q�A ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE-SOUNDNESS DF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE-PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK +- ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION: TYPICAL SHUTTER ELEVATION SHEET 19. 10. EACH UNIT MUST BEAR.PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND Hp AREA 4c 'HV WINDOW BLADE.(T)ONLY C04TERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. Jr. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY NSIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELIHG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 12. BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION.SHALL COMPLY WITH SPECS INDICATED IN.THIS DRAWING PLUS ANY BUILDING AND ZONING'REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 13,(a)THIS P.ED,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT 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 SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS.PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE 006 NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CON5TRUCTtON SAFETY AT SITE IS THE.CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS PLED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (a)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER.OR ARCHITECT WHICH W1LL BECOME THE ENGINEER OF RECORD(E:O.R.) FOR THE PROJECT AND WHO PALL BE RESPONSIBLE FOR THE PROPER USE.OF THE P.E.D:.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EV.ENGINEER SHALL SUBMITTOTHIS LATTER THE'SITE,SPECIFIC DRAWINGS,FOR 'iREVIEW. FLORIDAI _ h'. (e)ORIGINAL P.ED.SHALL BEAR,THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. DA BUILDINO CODE HOn High Velocity Hurricane Zone . _ FrYI//•••i•ya� r (902017 EASTERN METAL SUPPLY, INC. LI7 't a/ r�+5., 02017 TILIECO..INC. B R HA HVTM a A A .Accordion Shutter System I. ECO 1 N c. ■ ■, ■ H v MAX#i w/oz w/o liv:YrioljYv eu f% �� !t`� American Shaffer Systems 4 TH / TICCIT TESTING & ENGINEERING COMPANY y Lv.x a¢scmTmaH DATE DRAWN BY: L.C. "• Q sTI NW.Tape 5L.Stc.3aa VataNu cAeasTs,cLaRmA 331a Association. Inc. , Ow 15-085 7/27/1 MATE: 07/27/17 4268 Westroods Drive 2 Phgne:(305)871 1530.To O,(305)871=1531 DRAWINGANorp` a mEeg1 �lrom West Palm Beoch, FL 33407 17_WALTER A TILLJY J!.P.E.FLORIDA Ui.1 44167 6SHEETP E,.SI;*A I-{1A�UREjDATE e t O II r 4.660'. 4.676„ I 745' .293' 1/�"-20sf 1/4*20 DIE CAST �•--�'�-�� T'- TR yFAT HAD 'IHREN)E4 H�WNG ENAUEL iff'745' { f— SS.M.4.I n Purmnp (2 TYP.). . CASTLtimHPAINTED RESS nIRN t ,.!ui. .518' --''J �6RASS CYUNCO BRA=CriMDF,R .o N "t A A, -:, . &7EIM(CHROME (CHROME PLATED) 21 HV CENTERMAR ' HV LOCK HV EGRESS LOCK QUALIFIED OR USE W/ HV BLAbE &' ONLY HV G C Sa23 _ . QUALIFIED FOR 5E WJ HV QUALIFIED^FOR USE W/ HV 6063-T6 ALLOY AND TEMPER. OU tED FOR USE W/ FEV BLADE } & i A ONLY ///'''��� � BLADE�& �ONLY. BLADE\✓8t �ONLY, 6063-T6 ALLOY AND TEMPER {L CQ O ALIFIED FOR USE W/ HV BLADE } ONLY 250.'-0.0. _� �_ 6053-T6 ALLOY AND TEMPER PLASTIC ENEf3} *.•'18, . MOLDED T ivL 3 _ h m t 7 922' 4:045'� '32• SCREW 7t�f � h M1 ! ” o n - L 560'AFTER RIVETING .829" c 'Os>- ¢ M t 4" -20 x 3/4" BEFORE RIVETING ( 1 ca Ads � SS. THUM�SC �/'"0-20 RIVNUT* I H^•-i• •'a a 'm I' SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN T L { m SHEET NUTSERT PART B Qa20 AS MANUFACTURED BY AVOEL I -e 6p:-._.•-� �••_-•_3,,,750_',„,.,,,t ( ! i CHERRY TWORN,PARSiPPENY.NEW JERSEY Q7054OR EQUAL P1Nt - FIR=ELEVATION' " " 4 566" .7 . 27 LOCKER FOR "T" LOCK CENT R�•MATEQUALIFIED FOR USE W/GHV BLADE } ONLY 29, HV FEMALE "T" LOCK CENTERMATE � HV "T" LOCK � HV ALTER TIV LOCK 6063-T6 ALLOY AND TEMPER QUAUFI£D FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 0i ONLY QUALiFtED FOR.USE t1 j HV BLADE TIONLY W/HV BLADE 01 ONLY. BLADE&ONLY, 6063-T6 ALLOY AND TEMPER 6063'76 ALLOY AND TEMPE}R�'' X755' 1 917„yy�. 3,161 n I f -_- - 4 03.' ' { 'hIUMDTiIRM CYLINDER OR `°� Q63 �� 062 j 6 62�' KEY CYLINDER H 214• ^' 214' o t n 10.0725'Max. .4 3i HD CENTS M'E W/NO LQCKINg ROD t HO CE TERMkTI .QUALIFIED FOR USE W/ HV BLADE Q & I�A� QUALIFIED FOR USE W/ HV BLADE Q7 & lA �H t,��• 6063-T6 ALLOY AND TEMPER 61)63-T6 ALLOY AND TEMPER 11�f'�T'iERMATErs INSERT .. �' 0 VARIES. t2'MIN. QUALIFIED FOR USE�W/ HV GLADE(q&&(1A i/4'n 20 SS.OR 3fe"o-ta 7.130' 6063-76 ALLOY AND TEMPER __�1t1UMDTURN r__7/4:_--20 �ACRAL 1HUMBSCPEWS 31f27 — _.:. CYLINDER (SEE OEtARS)' p0 ((( OR KEY .,,.r„` Min. C111NOJ2 LOCKING R011 41 �I �� �1/<ro �4 HD LOCK I--.375'0 1.1�� � QUALIFIED FOR USE W/ HV BLADEO} HV 3 fi ACETAL (3 :••r t/ �M S3-2O' AIS 304- BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. „„�� .6D63-T6 ALLOY AND TEMPER -�C 'FRIES S S, THUMQSCREWS QUALIFIED FOR USE.W/ HV BL A_D__E 1D& �'DIA), WILL.REQUIRE A 7/16” HOLE. 'THUMBSCREWS � QUALIFIED FOR USE W/ HV BLADE D LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR y HV BLADE 10 'FLORIDA BUILDING�CODE.4NQR Nigh Velocity Hurricane -Zone tt(1(�fry ll�� y'� Q2017 EASTERN METAL SUPPLY. INC.. _. m2017 iILTEGO,INC. A / BERTHA HVTM — E 9�� / N■ . A. Accordion Shutter System ` 1 iL. E_GO �a� 7 Hvt w/oR w/o f+v.7Hry 13tN)E American Shtifter:Systems DESCRIPpDN NATE DRAWN 6Y. Lc, _ / AT TRLIT TESTING 4. ENGINEERING COMPANY ASSOCiOflon, Inc. t OLD 15-M 7/27(1 DATE: 07/27/17 -t1 c3s5 N w..36U,.SL SK JQ5.NRQNA GARoa,S.ftCRC.ossa $TATE G 4268 VVestrOods Drive 2 Pnono:(5os)671 1530 FP :(5Gs)a7t-1551 DRAWING No (7� ��Ap nt� ,fid a of tltec60ao.mm West Palm Beach, FL 33407 3 741 ER{IDD67f9 17i107 S`1�''•�...... -`C� Wfd.7ER A.IILUI Jr.P.E. 4 FItl FLORIDA Uc.9 44167 5 SHEET P E SF ��d R�'jDATE s 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR MV �, HV � 12 MIN. os25' 41 4O 3 so BLADE 1 EqgGE 1p� 1U HV BLADE T - � I; 1 0625 .0625' _ (��� tiY WINDOW BLADE ..062.5' _ �ax R �HV BLADE 1A c 1875' Y BLADE'S r. `D OPEN4N~� .0625 HV LONG RECESSED NYLON BUSHING 1 ;,-rya KNUCKLE(rtp) ,� f1YP) µ t 4.o62s' � L l HV SHORT RECESSED NYLON BUSHING 'S 4bj tl. i FLAT PORTION R1.750 �f w. 34t HV NYLON HAT WASHER - Q ORA 41 HV WHEEL CARRIAGE AISI 302-303 SERIES � (�z1 I I �a s 40 r ,.,� ql 1% 0.870-x3/16- THICK NYLON WHEEL I I nr�- ryl 2 7/8 "MINA rry WmOow _I T ,-315 0: CLE4R �. a3.0 0.188"0 AISI 502 SERIES S.S. RIVETS SEPARAnON 3.7540" BETWEEN .0625 �='.0825' ,,'' .BLADE �� �� y 402 HV 1 3/4" ACCORDION PIN,W/ #8 HEAD * EXTERIOR. '4A G)^ G7 OPENINGS ON CENTERS�r'-`-" 7500 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * _._...�i 41 47� �� { j ��4' LarE tzw1oN ° �' } BET PEEN,TYPICAL HV WINDOW BLADE IAA AND 'POLYCARBONATE IMPACT RESISTANT HV WINDOW ( I J ® 3s I POLYCARBONAT HY WINDOW DETAIL OR 4 or '✓ 1It (SEE.NOTE FOR I' OR s I L f *POLYCARBONATE IMPACT RESISTANT HV WIN)0 REQUIREMENTS) I Q ! i $ BAYER MA4ROLON 3103 POLYCARBONATE RESINS, UV-STABiL.IZED GRADE OR SABIC -1 TOBLLAD BOTT aE INNOVATIVE PLASTIC LEXAN 103 RESIN V PIN PEOUIREMEN LADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). 1 0 OR ( L_ (1) HV PIN 4Q SHALL ALWAYS BE USED AT ALL EXTERIOR i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR 41 POLYCARBONATE SOURCES FOR 4 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY i EXTERIOR , ar5nx ,, T19tCAl P(tOf+FAfIES ST.W01t+0 ouL1I 9.x rao+oM N.T..'Pi:. NY PIN 4©OR L;y.AT gf3Eftk110E wiot 1 sms wmc (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT EXTEEARIOR un aaabsm BLAB"KNUCKLE. � � EXTERIOR BOTTOM KNUCKLES OF HV ACGORDlON SYSTEM W/ HV 00,324' (SEE NOTE *FOR SrEanc c°Aax 751a 0792 oas fEfm' 0043 mf' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 " ® 3 REo11IREMENTs) Tu4iLc vEW9 me".i Aw94 p... ssoa TVP. i,` F1EWPAL SY4c1C11 AT'InD /STN 0790. 12_00 P.1. 13,400 P.aA. (3) HV PIN OR 1/2" O.D. 1/16" THICK S.S. WASHER 4 I Ij FlExuau /574 wouws 0790 uo.=pa;, 315.000 paL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, > `fid J i 1 NOlp1E0 12gD A514 0438. 10 It-bin 17 FT-lu/m SHEET f BRE 9*­a o - s40NE OENSIff A W 42843 47,2 SC5'X 4A% WHEEL CARRIAGE DETAIL BATE of 44�Ngc Asu 0sss C-1 aAss c-1 cuss Nom- ASSEMBLY LAYOUT ' R "—�—""" SttF i0N140N A5T4 0155 1046'F 980'G - '1lTdRl�lli2: ASTM Ci3S tFttS#F StRfit iN YTFR:W£AThd ASN 838 :8302-pad 80Q 1 `NV BLADE SOLID & /� HV WINDOW BLADE DETAILS 1J�9E.STREZBE " '°`" am N.T.S. p671,t1Nldr�ry+ _ FEiEi �' FLORIDA BUILDING CODE(Nan High Velocity .Hurricane Zone '�` EK'n �/ ®2017 TILTECO.INC. X2077 F�;T'ERN METAL SUPPLY,INC, BERTHA �C FYV - 1 L E TM Accotdion hu te System Q r y c. . . ■ H.V. BLADE#1 W/OR W/O RV,WkM RADE j� * TILLf7 TESTING k ENGINEERING COMPANY Artiertacn Shuft$C.Sys#9ms ,N DESCRIPTION DATE DRAWN BY:.LC. O ` Assoclafion, Inc. 1 OLD is-aB5 7/27/1oATE: 07/27/17 .8359 N.W.38tb.St,St 305,buec..- DENS,(305)8 1-1$3 33f$ 4268 Westroads Drive 2 Phan.:(305)871-1,$30 -Foa i(305�7i-7537 DRAWING.No —0:.gn cOpa.b°m West Palm Beach, FL 33407 3 EB-0006719 17 107 WALTER A.TILUT'Jr:e.g. 4 n.ORiOA U<.#,44167 6 SHEET P E. SEAL/SIGNATURE/DATE 6 4 OF 20 I + � *NOTES ON HV-.LOCKS AND CENTERMATES: • a C a u N s i U 1, yANpA RYCoNDTTION 11.-ONE KV LOCK I&' or @'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN @40 Oft 12"ABD1 OR B OW 2 Of SNUTrER SPA4 FOR SPANS UP TO 145",AND FOR INST TIONS AT ANY ELEVATION.HV LOCK,."or- MAY BELT AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 703 > OR 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 TYPICAL SHUTTER ELEVATION. ®�^1-.:/a4 2,Q� ...;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO tN 16 I LOCKS �'E9 OR ,§ MAYBE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TOO CENTERMATES 21 „,,,,_,,,,F OR SHALL BE AS INDICATED ON NOTE (1)ABCVE. -"G�"71f LOCA"N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. ti(4N Ie U�^,Wl� LOCKING RODS �ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY o ;o (�60tQ Oxtq�� �* S $E USED IF DESIRED T4"ENHANCE SHUTTER PERF4 MANGE. LOCKING RtlD5 OR AN ALTERNATIVE-DEVICE 1v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). `y^ y 4. MANOATORY CONDMON !2:ONE HV LOCK I& @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN $ u AND INSTALLATIONS AT ANY ELEVATION.HV LOCK .or SHALL BE USED AS AN OUTSIDE OR INSIDE'LOCK, i ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS(S AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BL AS INDICATED ON TYPICAL SHUTTER ELEVATION. III HDC-HVC - MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, A 3 5,. •ONE ALTERNATE HV LOCK. MAY 9E USED IN UEU Ofi HV LOCK or FOR ANY SPAN AND { 6 8w $2 I IN 'A LATIONS IT ANY ELE.VA'ITON. AL RNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT = "S=-ROF 1j4"9-20x3f4"S.S.THUMBSCREW TOQI OR CENTERMATES.SHALL$E MADE W/ 1J4"0-20x3/4'ALUM. H xs x r g'' '-NO�p'1p^'D i k � RIVNUT AS SHOWN ON SECTION HVE, 5HEEf 8. ONE LOCK 51{ALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO gJ V 3 LOCKS AT 1J3 OF SHUTTER SPAN.: V m ONE HV LOCK or 2 or SHALL BE ta1 S. SN i USED AT 5J2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE DR BELOW 1/2 OF SHUTTER SPAN FOR SPANSUP TO 96*.AND,FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK I&or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE.LOCK,ATTACHED TO @ or:@ SYMMETRICAL CENTERMATES W/-(2) 1/4'-20 x i/Z LONG FLAT HEAD S.S. .SEE END--� ._t M.S. LOCATION OF LOCK SHALL BE AS INDICATED-ON..TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROCIS'9'WI/'9 .CONNECTION t 1 OR "-TOP AND BOTTOM IS COMPLETELY MANDATORY. ai DETAILS.ON 0 F" E 1{ t J K L 4 P 0 n V W % t1 I 18NE�'U L I, *i�0,1 S ON HV "T” LOCKS AND CENTERMATES: HEIGHT. OF CORNER i CENTERMATE ���ONE ALTERNATE NV.'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS�OR FOR ANY SPAN AND .,-moa .ax r��+ �� +w+10•t 31 m4 iF75TAL<A110N AT ANY ELEVATION.AU NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT L-Lf `�.,:'J� t',l l9J OF LOCK 1@d INCLUDES.USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9.WHICH MUST BE 10 tv5't cx V*41L.3jra 77+.3 oa -CONNECTED TO CENTERMATES @ AND�24t WJ 1/4'0-20 x 1 tj2'LONG SS.THREADED SOLT W/7/8'0 x 3/32 Oe .�.l� WINGNVT OR W/ 1/4'0-20x1'S.S.M.S. IMO A 1/4'0x,5/8".RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 6 + 7 j 1��v<+�6 �/7� r1�°f MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS `TOP AND BOTOM IS MANDATORY, C$j«(fig}-@+3 op0_9«t�5_(@1- *NOTES ON HD LOCKS & CENTERMATES: jam" W j NO.GRURM„AT,ES r3i OR rZ�:ONE ALTERNATE HD LOCK(3)MAYBE USED:IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS OR 1 y FOR ANY SPAN AND INSTALLATIONS AT ANY ELEJATION.ALTERNATE HD LOCK @)MAY BE USED A5 AN INSIOE'OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK{�c3�,q��1 TO g IS W/3 08 x 5/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT 1%_ AS SHOWN ON SECTIONS HDB-HuB AND HOC-HVC,SHEET 10.LOCK MAY 8E INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS555;IS COMPLETELY OPTIONAL FLORIDA ©UI I CODE( cin HigW Velocity Hurricane Zone, 1�, Q. ���% 42017 TILTECO.INC. (92077 EASTERN METAL.SUPPLY,INC. a :.... ,ysFER AT HV.TM 1L ECO fN�. ■ ■ ■/il■ Accordion Shutter System kv MADE#1 w/OR w/o KV.WrKow MgE TILLIT TESTING & ENGINEERING COMPANY AtY187iCQR $t1Utt9C $y9f6fT1s N pes"I"ON pATC 'aI1AWN ar; L.c. 1" 4355-KW.MIR St Ste 305.M".A WDENS,FIAROA 3314 Association, Inc. + - OLD 15-085 7/27!7 PATE 07/27/1? F •+ t4 Ph—:(305)877 1530.Fox (305)871-1531, 4268 WestrOods Dt'1Ve 2 DRAWING No -.0;CIL...0-4— West Palm Beach, FL 33407 3 17-107 SfaNAt°ct1�*1I,,t A,'nLUT J ,. wFLTRI A nl:Lx J.P.E.DA tic.#44167 - 5 SHEET P E- SEAIj`1Gt AlURE/DATE 6 5 OF 20 CONCRETE ANCHORS POURED CONCRETE LLL POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED tla'm-20x3/4'SS. POURED CONCRETE-� SHEET t3)" CONCRETE ANCHORS h1ACHiNE SCREWS CONOREIE REOUIREO ( y�w. SEE'.SCHEDULE ON YJ/7 J4'-20 REOUIREO �—'" Fafl S^^••^ CONCRETE ANCHORS t 11 �A ce -15(SEE U-ZUNrwctTDi i-EE17I / j SHEET 13} .NUTS t2"D.C. (SEE SCHEDULE.ON.SHEET 13) _ Ai n 12 ORCI EO LED �•_7.ACHINEASC EW5.S. +ti' F„ _ •-EO.1 EQ' w- 1 . USING 1/4`-20 NUTS { 1 2"`- _ 19 ;2' l2• @ t2 O♦G. ly.rr 1. }} t 7lx I 4 zso'Mar. - t 3 OR 15 i t 3 15 E.D. '. 0 r- -�oR Q .290` D./' I F E D Mox. r I J Mox. 7 `f Ili ii ! I11 .2r I'� i f •'f I ! OPT70NAL. I I '••� I ' I-...._.,._.(. I i 1 IN OPTIONAL 7F Ir � f If2L SLPARAIM 1 i 1 (sT t } 1f m i III t OR t�� � ` EE SEPARATION N 7OHGLASS I 1 EXISTING 1 �y 1 I. I ' MfN,SEPARATION TQ GLASS ,(." J "LJ CLASS y (SEE SCHEDULE"ON SHEET 11)' GLASS--1 I r-'(SEE SCHEDULE ON SHEET t7)- i1 .. EXISTINGI I 1 GLASS O HV WALL HEADER INSTALLATION HV _WALL HEADER INSTALWION HV WALL HEADER INSTA�SAjION + KEYSTONE r EXISTING 1--••�—�•---- I _ MIN.SEPARATION TO-GLASS GLASS j +„gPAAA71R7 � I I 1 1 EXISTING... (SEC SCHEDULE ON SHEET 7 7)`� 1 I 1 70 0A%(SEE I I .)' O R (1 ` MN,SEPARATION TO GLASS I E GLASS I ' St31FiY.eF w Steri i i 1 (SEE SCHEDULE ON SHEET t t) I 1 j 11 MR DIAM 0M°] atixfs C9 A EXISTING o8nortAL { _ 1 T I GLASS---I L�' EF 1 M x I • 111 111 1'E 11 ar. I "F'; OPTIONAL. c 1 i/4'Ma -5' { 1-7ni3l Oa 15 Q Ea rI ! 1 I 11 I 11 I' 7lz' t E T' l E# � r t2 DR 14 I i r ' 1/4 0 20x3/4'S.S. E EQ-^ MACHINE PHI 4RU55 HEAD 1/4`0-20x3/4-S.S.PHILLIPS ' I S .SCREWS USING CpNCRETE ANCHORS. TRU$S NFAI:MACHINE SCREWS f. I "f 1I pR18 1 4-20 NUTS® t2"O.G. r (SEE SCHEDULE ON. W/ 1/4"-20 NUTS.0 12"O.C. `.CONCRETE ANCHOR �f 7.+I. POURED CONCRETE SH EE?'"13) 1 (SEE SCHEDULE.ON SHEET !3) s � � MTA- -POURED CONCRETE.e. f �f OR CONCRETEBLOCK - OR CONCRETE BLOCK -h, �GNCRETE.ANCHORS. REQUIRED � C. t WALL REQUIRED Hy WALL SILL INSTALLATION J/ (SEE SCHEDULE ON O HV MtALL. SILL INSTALLATION POURED CONCRETE_.! SHEET 14) OR CONCRETE BLOCK wraL REQUIRED � HV WALL SILK, IN$TALLATI[1N H[fTE EOii �iNAi7GNGF iNSI'ALLATION DETAILS W/ O,¢j t- EELS. 4 FOR TYP1CAt.SHUTTER FE-D. =EDGE DISTANCE !SEE-LIMITATIONS OF USE FOR (...I� QI [�I"�E SSEMLYE SPECIFICATIONS ON:SHE:E-T]13) BLADEtoON SHEET 19 S1 1.1L..,LAy2-MOUNTING SECTIONS CAN BE COMBINEDIANYJ p At -' FLORIDA BUQllING CODE{Nan-High Velocity Hurricane Zane 02017 TILTECO.INC. 072077 E4MERN METAL SUPPLY, INC. ............NSF •: BERTHA RVIM 4 ' As A Accordion Shutter System LL. E C V'LNG. ■ .. . H.V.aADE#1 W/OR w/b KV.WINDOW RADE American Shutter Systems REV.No I OCkRIP110N DATE DRAWL4.BY: L.0 t^� h TILLIT TESTING & ENGINEERING COMPANY c4 �� Association, Inc. E OLD 15-085 7 2x/7 DATE: 07/27 17 ".. 6355 tl.W.38U.Si St 145,NRCNIA GARD'115,ROROA 3318 -.�iJf?IC3P �w.t' 428$ Westroods Drive 2 Pnorro:(305)871-1830,Tar:;(305j87t-7837 DRAWING No E ar.ninaoaoLaam West Palm Beach, FL 33407 `r�Q(�}gl,.���fE'` Ee-ooa7771s a. . 17-107 ''!�•r.rrssr R"' VIALIER A.11LLR,a.P.E. 5 SHEET ' FLORIDA Uc./.44167 PE. SEAL/SIGNATURE/DATE s 6 8F 20" - - - CONCRETE ANCHORS , 1,sa SfPF?ATKK'+ • �-�5N✓SION POURED -^.. ( i uiRTO I I I 1 CONCRETE .(SEE S-EDULE.4N SHEET 13) i Soerob.AE�w r 1 OR EXISTING i .� ,I REGUIRED 41 FOR ET 19 FUR i GLASS--} aK' I tsEE Scr¢O I Q CII_ N EDOE OF , W SHEET 19 fiR kx.WARAT ON I. 'I I SHStT 1 Q 5U1B IF I f 10 CLASS , APPUCA9LE EXISTIN � , J GLASS-' I i ^� ! J ? I r I} EXISTING ALTERNATE i I 0 r / r/ ANCHOR a I }. 'T GLASS_ GLSS K SCREWS 9 2 r EDGE OF LOCATION -#10.3/4'HEX WASHER EADIF 1$ I /CONCRETE ANCHORS APPLICABLE {SEE SCHEDULE ON SHEET 13} EDGE OF 7— OF—, EXISTING ,! zj rSLAB IFGVSS—•� } EIXSE +' rS1J' EDGE OF r /;r. APPLICABLESLAB IFSU5 IF" }/ .uN APPLICABLE / O ,:&0 .:. '� l s;..r APPLICABLE. POURED J- -.M y_._� .POURED FLAT HEAD CONCRETE-ANCHORS t D. CONCRETE TO MASS(sem I I I ,r/`'/ 4r'/ / .' CONCRETE ftEOLRATE (SEE SCHEDULE ON SHEEP 14) * POURED ��.._.. ...._-.5--- ' REOUIREQ- _-FLED AT HEAD CONCRETE ANCHORS. ON yg>7 i9 ttp -1 OR CONCRETE - p*r SLAM'Q}kQ I REQUIRED - D." � E:o_• � � (SEE SCHEDULE ON SHEET 14) I�. TRENCH. INSTALK+IiON T HV WALK-OVER INSTAL VALID ONLY FOR OP TO +70, -75 PAF APER RA (, HV FLOOR INSTALLA 10N t LALaN_ S H'EDULE J3,PRESSURE SHEETnIiG &FOR SPANS PER CQ) H.V CEILING INSTALLATION EXISTING .r-^-.. - MN.SIP9.10. 1 CONCRETE ANCHORS GlA55CIASS } Mn S°FNU11P� "I t^'- -m SCHGi»(i5 ro a.ss �r SHEET I's) ON t/4'0 Aw m iHRFMFOWFN/ ax;SnEEr ft} Y. I 1 EX{5I117G T__..-_.._ J - f 1/4- EXISTING ^"i FASTENERS TAPPER 1/ WS EXISTING ' CLASS ' '�' to cx.tss GLASS---I Fa51LNl16 TAfR�ERmceffANCHORS WJ MAX. GLASS•_i -',t3:'C SCI¢WIE On&`L[T 11! ) NN.TdPIlt"TSv Al GLXS9 , OR PCN.UH-0'SFM AM r @ 8' "IiX;ortwlc a>+may�tt! II 0.00C�FORStu•'tiX 1INY ill II 7(/ '' 6 6 UP TO 8'-0'MAk.APPdY` j' 1/ / r "`LAM` FtuN Ar EL FrsfD 8 r MAX. a (/ (IyP.)`("�E NOTE X ON. #163/4•HEX.(E O.s, ! SHEET"It'FGR LwAioms 3/B' rMAX:. Qi.. OR 1 rj =35 ,7 WASHER HEAD. I J 1� TEK SCREWS / f COtit.5EAyWt' -0 C: I s!/ 8 Iiiti i'k. �:..14x3/4' HEX HEAD..,- 1/4 n 20"3 4•SS MS 7EK SCREWS 9'4.G } - - #t4x3/4 S.Q.S: ! 1/4`a20 NUTS pR 3 4'4-20 S.S.M.S. I CONCRETE ANCHORS "-"' - 1 f r; f � 0 12'O.C. lNUI'®9'D.C, {SEE SCHEDULE ON! SHEET i4) •• / /r/ �; E7LtSRNC NON STFtUCTUPTi-_ . j / 1 / rr/f t R t 8 L ( 2.00 AIIN. WALL TRIM(OECOMTNE J' I/ / ! ✓` t i EDGE OF IC/ ,r 1.. E.U. CONCRETE.' ! _ ,r 4x3/4'f.H:S.D S.. SLAB IF t x 9 0 C_ ONCRETE 7/8' f r ''r APPUCABL.E - CONCRETE ANCHORS EE NOTE 13{b) Y— ®1 REWWm �- ' MIN. - i' �_ SEE NOTE 13{Is} ' POURED CONCRETE {S£E SCHEDULE ON Oh!.SHEEP 1 PQUkED CONCRETE ON SHEET 1 '' OR CONCRETE BLOCK SHEET 14) pRCONCRETE BLOCK ` --{------�' REQUIREQ RECUIRED MMU ATION OPTIONAL--1, POURED .+ QHV WALL FLOOR .INSTALLATION OL HV WCL WAt;K—OYER INSTALLeTION MAxMUM ASA.GES PAI PRESSURES.s4.-rz PSI CONCRETE MA?aMl1M SHtliTEQ'�'AN&'-0' REa1XRED a''HV RAINGUARD INSTALLATION t o rn rinN nF cFrnnN[_. L t REMOVABLE WThis TION PERFORMED u, N EDGE DISTANCE !SEE G'MITATTONS OF USE FOR -p 1�' ��/ (� BLADE � p [' SPECIFICATIONS ON SHEET 13) 'Ap;1ACENT T6-AN�OPERAELE'EXR' INSTALLATION DETAILS YYZ Vl NV Q�f1DG - 1 SEE.SHEET 4 FOR TYPIClL SHUTTER OR ENTRANCE BLADE lA ON SHEET'i9 ASSEMBLY - 1 F1 ryryCC ��11 _g 2-MOUNTING SECTIONS CAN.BE CQt4B1NE6' -- FLORIDA(Lft BUILDiN6 GAUL RIGI II Hi h Velocity Hurricane' 1 a+ IN ANY WAY TO SUR ANY INSTALLATION.. �� .11�-. TT/ti'r .'�.. 9. ZOO@ . ,14 ••L,tY�^1�, v ^ 02017 TILTSCD,INC. �12017ERTHAMETALSUPPLY, INC. V ,Y ^ H TM off.44t � � � A Accordion Shutter System 1. 1 E C 8 INC. . ■ . ■ RV.: BLADE#1 W/OR W10 RV. WN IW BLADE TILLIT.TESTING &.ENGINEERING COMPANY American Shutter Systems DES15-0 N OATC/27/ DAAWN 9n 7 - p Association, Inc. , alo 4s-Das 1/z7/L DATE m/z7/17 5fe 3d NRGINN GAFKx'NS,F1.0.rA 311G 4 Phone.(305)871-1530.Fo „(305)071-15,31 426$ Westroad9 Drive 2 DRAWING No e_m 1:filleeo0eosom West Palm Beach, FL 33407 3 WALTER AC0066774917-1r:P.E. tJI "'� �•n•v `rl FLORIDA UG.!44167 5 SHEET P.E. ,SEALfS16ATURE/IaATE 6 7 OF 20 ' SEE N -CEEN 10 & 18 SEE NOTES ON LOCKING RODS3® HV LOCKS(Z)or Z® QUT INSTALLATIONS W/ 1 HV AND ALTERNATE TA LOCK®ON SHEET 5, 9� I N �� EXISTING GLASS. I�- **BLADE SLACK DETAIL IiVF f5 VAUD FOR ALL { BLADE W HV CENTERMATES CE14TERMAIES APPLICATION WITH 13LADEC (22 OR © Q © ©,Q SEE END WAL -CONNECTION t0't �A t t °" r EXISTING CLASS DETAILS ON SHEETS 10 1 > .6-6,6-®,©o? ----------------L__-------------_--.------_... .._.- I 2%2'x1/8',O'-2 I @-@-@ 3 oat • 5 -- --3 1/4' '- 7- 8 I-.-- /s' - (6083—TB ALLOY)ALUM. - '© ® @ 7—...`.."._ ANGLE W/(2) 1/4.0TPPCOn lye oR�.� OPPOSING ( SYMMETRYCAL ANCHORS TO CONCRETE CEN ERMATES. t E CENTERMATES (TOP/BOTTOM)tz #tOz3/4•S.MS:® 12' MIN.SEPARATION (4)#10,1/2'S.M,S TO TueE1} 'r O.C.:R/LC LENCHT. W H L 4 or 5 -L — AT EACH ANGIE.(NP),I f W� HV LOCK or To Gross I � (SEE SCHEDULE 5 1N 3 ON SHEET 11) VI5 —`J ty2 1�2' S Lao 1 - _ QRR�D�©•��®«�to +Q� `-- HVB OUT HVC t o•Q�©,�D�D.t,o> HVA � 6 7 L � 6 7 1 LAI Q°4.®°flQ',QceOon10:+13 xlsnNCGLAss' � r-POURED CONCRETE BLOCWALL t .@�e'_- I RLocK wa.T. CONCRETE REGU ED -F%ISTfN'18 +© Q ® SYMMETRICAL - 6�-+� ��A�t�•t,g�t rGLASS ' I N MIN.SEPARATION -- J_- -8 •®°°©9•©�T9 �5 �EXlsnrt CENTER ATES ©,O Q;® O ® ro cross rJ ---- GTnSS 4(INTE ` 1 —M - 8 8 1 8 «cR©r® LOC .,,£i J OPTIONAL (SEE SCHEDULE1 INTERIOR ON SHEEtMIN..SEPARATIOL,� ( ) O' O•©a9 1 9 t OS )T0I:IV(SEE SCHEDULEONSH ) _ CONCRETE ANCHORS®i6 OC.1—._-- 35 � 2 f g�,. 0 3 VARIES 6.7/2"MAX.:SI:ACK. ouT (EXTERIOR) HVE HVF** " .H V D ,NI•,f,;,,.,a LL°� FLORIDA BUILDING CODE(Non -Nigh Velocity Hurricane Zone TT y�R �.WENS ,,�,: 02017 TILTECO,INC. TE C. 02017 EARN METAL SUPPLY, INC. % - BERTHA HVTM Accordion Shutter System LL: EC O the A.S..S.A. KV. MAX , w/OR w/o Itv:wtnnarr BADE TIWT TESTING.& ENGINEERING COMPANY American Shutter Systems _. Y MV.N, DESCRIPTION DATE DRANTJ BY: L.C. % , % 8355 N.W.36Th.SL Sm 305.tnR -%CMDO+s,FIDROA 3]76 ASSOCIJ]tlon, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 " ••• , LIT Pho e:(305)871 1530.Fox::(305)871-1531 4265 WestrOttd6 Drive 2- S,�NAL N L L 6lt-O.W.o� DRAWING No 7 G,�L ES-ODD6719 West Polm 8eoch, FL 33407 3 WALTER A.TILUT Jr.P.E. 4 17—L1 07 ir« f ffI✓T�� FLORIDA Uc.#44167 RE. SEAL�SIGNATLIRE/DATE 5 SNEEi 6. 82020 ALTERNATE-INSTALLATION W " " LOCK 0 V L FE "T" 1L0QQKS CENTERMATES 6-8) d4 & LOCKERS 1 V 13LADE SEE END CONN ONI QUAILS ON 9NEEM 10 h 1$ NI STALLATION 1 HV 'BLADE. r\�ExISTING GLASS W,l ND CENTERMATES {}UT IN I euocpsuEK OEru rr,l muTED oN SHeer e. I' �^, AS WELL AS UNIVERSAL FLOAlMS BtAOE(3f OCTAIL HDO-HYO. -0-&07! (03 a 1O•®°� MCATED ON THIS SHEET;MAY ILL OSEo wtR+Tisa uTERNA $pE END WALL CONNECTION 1Q•�a�.���.yf �. DISI TIN DETAIL,HW SHOWNIN TH5 SH 111 DE[AIL OM �I£ETS 10 k?9 00 z•.z^:1/a•m'-z. � ®+�°"`(9^�°"1�"•�5, 35 •- 35 (sDs�re AuDY1 uwt:- a � 7 ANOµp/(3)r/4•�TIKdY - 3/G•. t ! (oPRowu7 _.�_-. 4* 33 Iowa.) ' ....- _ { t4N14L1/]•O'W-to ! 150+3/4-S.M.B.0 12- I {1)M.Y. IYO_ ! D.O.FULL LR.tlM. * (4)N.V. I I N AT FAaL AN0.E(1YP) j 30 HV "T" I N 1 Pan(TV PINS 9 s _._._. PINS(TrP.y s s_:.. ... -� =�LLTi s 5 3 LOCK (INSIDE) _ I AI 2 0 d• z 3/a• OUT 31 oa 32 J 33 31 aR 3�2 3 31 oa32 35 1 OR@j 2 1/4"-00-120' x 1 1 j2" S.S:M.S. 35* (OPPON L) SEE NnTE s FOR HY Locx aQ W1 7/8"o x 3/32" W)NGNUT. toi'DONAp HDB-HVB C3UT f Q ^HVC ry Locc.oN SHEET 5: �* / 5,YMMETRICAL—HP RM TES HV "T" LOCK (OUTSIDE)- � SYMM 7E RICAtND CENTERMATES j �ivG* W`1 ( = LOCK (EXTERIOR) Y1 LO K_((jITER)(3R) 'I'SFT21F5 G44i ALUU4YUu ,(� /� /� (2024-T3 ALLOY)LARGE FLANGE THIN SHEET.NUTSERT:.PAR,j 0028 AS MANUFACTURED DY AVOEL CHERRY TLMORN,PARSIPPEflF:NEW JERSEY 07034 LJ=@-Ot,0qQ} .0- 9R EOWE. <,/ i��y �.-.3 (D *SEE NOTE5 oN Laccio Roos(D.,w Q)Lo—On 91EET s ._T _-- '__ '•"_`"'_J —. _ **40-US1i ILLATINC MADEODETAL HOD-NW IS �`.•'' VNCI MR ALL CENIEAMATES MPF Ti*n VIN BLADE O HDD—HVD** FLOATING STACK �tAAAaAsau+�i�, -- tEL) rC�y1 j ' FLORIDA BUILDING CODE(Non I I n Velocity Hurricane Zone t t '•, C +�. @2017 T1UEC0,INC, ID2017'EASTERN METAL SUPOLY, INC. L CA's" ' • RTHA HVTTM 0 4 f Accordion Shutter S stem /�L A.S.S.A.' I� 'ECC I m G. H:V. $I"#1'Wj.OR W ID H:V.WIPDOW&ADE / ,! TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems- .-N OESCRIPTON DATE DRAWN BY. L.E. O �'q huyaAssociation, Inc. + 01;0 T5-0$5 7!27!1 DATE' 07/27/17 sass UW.36en.si sTs.'.os.xROmu sreeDEris.TTAfdaT aaTs to ' e Pnona:(305)977-1530:.F6> :(305)671-1531 4268 Westroods Dave 2 DRAWING No c$`//��A..... qtt a aJ:cnk ao"L�am West Palm Beoch, FL 33407 3 17-107 O {v rtt ER-0006719 . ��,.�• '!+A WALTER A TILLIT Jr.P.E. 4 �rAiAlrt� FLORIDA U. 44157 S - SHEET P.E. SEALjSIGNATUREjDATE e 9 OF 20 POUREDCONCRETE REiE CURED CONCRETEPOUREDONCRETE OR CONCRETE POURED OR OR CONCRETE BLOCK WALL REQUIRED REOC BLOCK WALL REQUIRED CONCRETE WALL BLOCK WALL REQUIREDREOUIRED . r' EXISTING GLASS EXISTING GLASS 141 21 MIN. EXISTING GLASS CONCRETE ANCHOR- �' EXISTING GLASS �,,""> �. ..' ® I6f.0 C. 1pN MIN. �` ;/_ ._ ✓ SCH£DI11.E ONt r .' / UN SEPARATION i .,I- SEPARp7Ky.N. WN.SEPARATION i _ IT]E4; TO G1A55{SEE -` �• t1 FOR BLADE OAND .l' y„ SCHI�EDN�SHEET 11 FOR BADE�OANO. i iY� f SCHEDULE(N4 9iEEl' 5(SIF.IX.LE ON 9iFcT 1/16"x3'MAX. ..- av SHEET.14 FOR i '� 1/2" (aY ORM is r'. Ii II F'Ofi f3lP0E.QAND (6063-T6) CONT:J" "- m� ON 91EET is FOR I11 FORMAZE19.OAIQ R {LOCATE A7 ON SHEET 19 FOR ALUM.CLOSER wErs(D&� 1-----� E17}IR SIDE) B`A �& PLATE. (LOCATE 1/2 BI,M7E5 1Q& OF 5) I AT EITHER SIDE MIN !_ O . {` I( A.USE I"OR 2`MA%. 1/2"MIN. ___ , BI }f8'x0'-2" #IOxi/2"S!_ � ALUMINUM CUP.ANGLE #IOzf/ a 16"D.C. �. (606346 ALLOY)AT MtpNEIGHT sMs T0Q4& ♦ t. PCONS ANCHORS ( /' { WALL AT I-D.C. (LOCATE AT TO - rKi�,J _ SEE DETAILE FON ( OR ®� EITHER SIDE OF @) 1 OR 1 � SIDE CONNECTION lJ CO R �' SEE DETAIL X FOROR �•. TO TRACKS sSDETAIL%FO SIDE CONNECTION `v I �O7 p°SU" �' SIDE CONNECTION a Q"®•�:/°'d.lO cQ°" as 6 7 a 8' fTO TRACKSa fi. 7w 8 10•�a^ �}0•®a°�•��•�a+ TO TRACKS f0+��ca®•�.�.©o 1p.�v�.®p+IQ'.�w ^10•�®u©•.�3a�.®'m: LL 6�'•77 -(D.6 ©.�w 6.Q..04Q-64- (D 4Q-6 - jNECDP � NE' CONNECTION DETAIL}1 END CONNECTION DETAI M END CONNECTION ET QAI END C I Q O NECTION DETAIL 4Q i• REOUIREO ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR r CONCRETE BLOCK WALL EXISTING '1 4 \J M.NCRE11— EXISTING GLASS. x' ;" REQUIRED _ GU155�MIK SEPARATION r #IOx1/2 S.M..5 �`/ -- TO CiASS(SEE ,; 12 i6 a""C: I {F%' ---� 7t9W,SFpAaAngg V J _ (D 1( OR SCFEDUIE AC SI)ANEET TSiTiEDULE ON(SEE SHEET ____ -_ "i"! _11 FOR BADE tQAf.O CONCRETE r, i/2htW. 0 ON SHEET 19 FOR .ANCHOR,a • 11 FOR MADE QAND1 OR 1 3 OR 1 OR1 2` MIN. eYl7ES�& 12 0 C. ON 91FE1'19 FOR3: F 1 5 1 BLACES 0.-QFC} t �_�__ ' GRIT n../ I V 16 ^' aG �� w _ _ I i --Ed i J . c" f ' ,. + � ♦ SEE U TAnON5 OF USE FOR r 2'MIN. i 2"MIN, �I Bf.AffE ON SHEET 19 1 1 OR OR©OR qOR 50R( :.SJ.bTW —i { 5 �. .i PLAN ..TAIL n Q)OR Q- � @-O-(D.pap�,D.�� DE e� A O POURED CONCRETE OR �°'®tl°'g�m10: 1 SO ®a�•�*Q•�°' END S -AE<LA V.N CONCRETE.BLOCK WALL A REQUIRED w® 1 HV BLADE OR & HY )MIND BLADE INTO o �'�°"� �" CONCRETE. OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 p ®pa't@��Q ' NECTIO 6 _ __ . ®� FLORIDA BUILDING CODE(Non high Velocity Nurr_icone Zone' 1r Q„ - 02017 EASTERN-METAL SUPPLY, INC- .... 1 02017"TILTECO,MC. "••. BERTHA HVTM Accordion Shutter System AwSmSnAwIi V, f#A!k 1 W/OR W/o H.V.WiNDON RAM American Shutter Systema Ey.N .OESC0noR. OATG DRAWN RY: L.C. V6N(.K' i -TILLIT.TESTING & ENGINEERING COMPANY y�rryy :''a."• 4 AssociationA,, Inc. I OLD 15-085 7/27/1' DATE: 07/27/17 :.V •`1F-9:1 6355 N.YL.36Lh 5t,Sta 308.W1LiNN tN+DO+S.:RORDA 3316 - h ph..e:,(305)B71 1530:Fe.:(305)871-1537 4268 WestrgodR Drive 2 DRAWING. Na 10 V�iL EQ1 1 a EB hleO7 4LCam West Palm Beach, FL 33407 3 " •' 1-1"' WALTER -A.n V Jr.P.C. i 1 7-1 07 �`"�rairrr�•r FLORDA Li.It 44167 5 Sh1£ET P.E. SEAL/SIGNATURE/DATE 6 ip OF 20 G.�-�U1.E�1. SCHEDULE �, SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+- (ft.). SHUTTER.SPAN'k"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.).FOR R "L-!''(ft.) INSTALLATIONS INSTALLATION •ND • NOTES: CENTERMATES.Q' &® or Gr INSTALLATIONS W/ P 1Y I CONCRETE & W/ ONE H.V. LOCK or ® or�or CENIERMATE' MANSORY WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK 'N/ NO LOCKING RUDS or ONE HV LOCK or Z or® & W/ ONE HV LOCKS POSITIVE A.S.Q. DESIGN PRESSURE RATING. CENTFRMAT@ 280 29 YJ/ONE W/ NO LOCKING RODS'® OR W/ NO LOCKING !%YALL A;:8, C, D, E, L-: AUX-ALLOWABLE SPAN FOR A GIVEN NEGATIVL MN,O, P,:Q;Fe-r- LOCK 30 W/TWO LOOK NG (SEE NOTES t,tt) ODS MTING F. K & L R. S. & V. A S.D. DESIGN PRESSURE RATING. (VAUO FOR MOUNTING 1 (2) PROCEDURE TO DETERMINE.MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE Q pp�r1T7'pp �h� n SHEET 7) FLOOR/CEILING G,'H, 1; 11, J CONCRGY1 hO d INSTALATIONS V CONCRETE&W000 MOUNTING T. U. W & X WALL MOUNTINGS (TCP/BOTTOM) OR.FLOOR/CEILING: AsuwDDwGN MAX.-A EINSTALLATIONS M .. CONCRETE & M PRESSUREASD.DESIGN A. DESIGN INSTALLATIONS GNEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WA-LLMOU7NTING FLOOR CEILING PRESSURE WALL MOUNTING PRESSURERATING MOUNTING RA-, & RATNG n.DOR/CEIUNG MOUMOG DETERMINE MAXIMUM SPAN "L+' FROIA SCHEDULE, (a_".L) FLOOR/CEIUNG MOUNTING 1P.a1-) OR GIVEN A NEGATIVE A.S,D. DESIGN.PRESSURE RATING, GR-) DR_) PLUG( ALL Mour+nNo - DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. L L+ (ft) L-(R) L+ (R L_(IQ L-+ (IL), 6-(N). �2r,=TKIIM�S MUSHUTTER SPAN "L+"OR "L-°.FOR 30 OR LE 16'-0' 16•-0' 16' 0` 16'-0' 30. 16•-0" `16'-0'- 30 16'-0 }6'-0" .INTO WOOD SHALL 9E UMITE0 TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14'-10" 15'-2" G-0" 35 14'-10' I4-10' 35 15'-2" i6'-10' D5 psl.A5:D: DESIGN PRESSURE RATING- (MINIMUM DETERMINED SPAN BETWEEN "L+•AND "L-". 40 13-:1 D" 13'-.10" 14•-2" IW-2" 40 13-10" 13-10' 40' -14'-2" 1572' - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45`__ 13-1" 73'-1" 13'-4" 14'-3" 45 13•-I" 13'-1' 45 13'-4" 14'-3 f HV CORNER CENITERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7' 50 72'-5" -12'-5• 50 12'-3" 13'-1° MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 4I/ FLOOR/CEILING MOUNTINGS: 55 I1'-10" 71'-10' 12'-I" 12-71• 55 11 10' 1I'-10" 55 it'-1� 11•-11' SHALL BE AS INDICATED ON MANDATORY CONDITION }�2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11-4'. 1 V--4" 11'--7" 12'-4" 60 _ 1 ;Z--4`- i t'-4" 60 10'-2' - 10'-11" NOTE#5,SHEET 8: RATING: 65 - 10'-10" 10'-10" 1 V-1" -11'-11' 65 T 10'-10" l6'-10' 65 9'-5' 10'-:Y - - DETERMINE: 70 10'-6' 10'-6°' t0'-9" 1 V-5' 70 10'-6" 10'-6" 70 8'.-9' 8-4' - - - - LI+- MAX. SPANFOR.WALL MOUNTING INSTALLATIONS. 75 10'-I" 10'-1' 10'-4` 71'-1" 75 10'-1" 10'-1` 75 - - 8'=9' L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING --' - -- -f f EXCEPT THAT MAXIMUM SHURER INSTALLATIONS. 80 9'-i0' 9'-t0° t0-0' 10'-9" 80- 9'-t0' 9'-10" SPAN "L+'OR"L-'AND MAXIMUM A.S.D.DESINC 85 9'-8' 9'-6' 9-9" 10'-5° 85 9'-6•' 9'-6" PRESSURE:RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'^3' 9'_-3,;_ 9'-5' 10'-1° 90 9'-3` 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLI,OWE,.• RATING: I- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE;. 95 9'-0" 8-9' 9'-2° 9'-10" 95 9'-0' 8'-9" Lt-a,MAX..SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f,.AND 8'-0" SPAN, SEE 100 B'-9' 8'-4' 9'-0' 9'-7" 100 8'-9` 8'-4" Lx--� MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7` 7-11" 8'-9" 9'-4' 105 8'-T T-11' 110 8'--4' 7'-7' 8•-7• 9'-2" 110 81--4° 7•-7" - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 1--3• 8'-4' B'-11" 115 8'-2 T-3" MINIMUM BETWEEN 'L,+*. "L2+','Lt--"AND •L2-" 120 8-0' -11" 8'_2" -9• 120 8._0 6-1i:. SEPARATION TO GLASS SCHEDULE 125 7'-10• G'-8 8'-0' 8'-5" 125 7--10- -6'-8' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 1.30 T-8' 6'-5" T-10 8'-1" - ALLOWABLE:SPAN"AND'.NEGATIVE A.S.D.DESIGN _ _ 130 7--8; 6'_5" MINIMUM PRESSURE RATING TO DETERMINE.MAXIMUM ANCHOR 135 T-7" 6'-2" T-9' T-9" 135 7-T 6'-2" WIND ZONE SPACING. 140 r-5• 5•-11" 7'-7" 7-6 _ tao 7-s s',1, ASTM E-1996 SEPARATION TO GLASS 145 T-3' S'-9' T-5" 7-3' 145 _ T-3" 5'-9' - 150 '.7'-2" 5_-7" 7-4' 7'-0' 150 7•-2' - V-7- 155 T-O'. :5:-5" 7•_Z. 6'-9. 155 T-O' - 5'-5• THRU .s t:7 1b0' _ 6'r 11" 5'-2 7'-t' 81-T 160: _ 6'-11' -5'_2,. 1.65 .6•_10•-- S'-1' T-0' -6•.-4. 165 6•-10• �_1•. 170 6'-9" 4'-11• 8•-11" 6•-2'- '1.70 6•-g' 175 6--7- - 4-9" 6 9- 6•-0" 175 G-T 4-9` _..SBD 6 fi_ 4_6" 6 3 5_,D= 180 (1 HV BLADE '1'85 6 5" 4-6" 6'7- 5-8' 185 6-5' 4'-6' 190. '6'-4• 4'-5" - W-6" a'-6' 190. .,G,-4- '4'_5• -1.95':. 4'-3" 6'-5`' 5'-5' 200 6'-2' 4'-2' 6'-4" '-3• 200 6'-2- 4--2- DO 6-1 4-1 - 6-3- 5-7 205 6'-1' ,N > FLORIDA BUILDING CODE(Hon High Velocity Hurricane Lone 'C• !�+ 02017 TILTECO,INC. ®.2017 EASTERN METAL SUPPLY, INC. : BERTHA H LGC Mc Accordion Shutter s ■ S. stem HY. # W / FL. AON ADE 'O a TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy9t8M3' EV.N DESCRIPTION. .DATE DRAWN twy'MLO;V. LG.. 6355 N.W.38th:St..St..305,.NRCINN GARDEN$,.FLOR;UA'331 AssOCiation, IOC. 1 OLD 15-085 7/27/1 Dn1e .07/27/17 Phana 05)671-1530.F0:(305)071-1531 42158 Westrocd5 Drive 2 0 \d1+1` —0; eoosis WALTEL.- West Palm Beach, FL 33407 3 DRAWING No �lAL EN,t, R A 71LLT Ji.RE a 17-107 ' FLORIDA Lie..1 44167 5- P.E.. 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G, MOON_SHE iS 6&7)„�O OR CONOM BLOCK 1N_STMIATt6NS - I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURm.00FA`REIE/CDI1tRElE BLOCK POUTED tg7CR£IE (A) TO EXISTING'POURED CONCRETE:(Min. Fc.3 ksi) MAasLUM QE WALL SILL MOUNTING v CEILING MOUNTING �N FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SULDEX.(Min.FC='3 W.),4,j{('INORS SF+AgN•I Emn -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL-POINTS-SCREW,BOLT&SPECIALTY COMPANY. (Min.FC m 3 k,.) SPAN CN); ,O•.0 6N.1aDA10E P( RAlINO Sp. NEGIM1E FB73SURf RUP1C -= .D: WXATK FMMU PIING.PD1 TAPCON OR 1/4"0 BLUE TAP CONCRETEANCHORSW/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.FC 2,ksi) 3G d0 b0. 75 90 120 isO 205 30' 40 60 75 '90 420 t60 205 30 .4D 80 75 90 120 160 205 TAPCON PATH ADVANCED - 1/4*0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND,DISTRIBUTED BY ALL POINTS SCREW,BOLT&-SPECIALTY" t4 tz .10 a a e 55 t4 72 10 s & a e, c fa 12 Io e B B s s THREAGF WI TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR ALITHCRIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. .3'-0' 14 52 t0 9 $_ 8 5 b t4 iT t0 .8 8 a 6 6 14 12 to 9 8 5 'S- 8 (Min.f'C=3 ksi) ALL POINTS SOLID-SET OR LESS 14 12 10 9 0 8 B B I4 12 t0 8 8 8 6 6 14 42 10 9 8 8 6 S BLUE TAP W/.CAP NOTES: 74 12 10' s a e 6 7 i4 12 t4 8 6 0 6 6 t4 12 10 9 8 8 6 '8 TAPPER+ AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 I2 /0 9 8 7 5.5 3.5 14 t2 10 9 B 8 8 6 14 12 10 9 0 B 6 5 ANCHORS IS 1,3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4-0" t4 12 10 9 0 8 6 @ 14 t2 10 8 B 8 6 B ib 12 10 B 8 8 B 95 t4 12 10 9 8 e fi 4 74 12 10 9 8 8 6. 45 14 t2 t0 s 8 6 4 55 A.2)MINIMUM EMBEDMENT OF 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE, NO EMBEOMENT I 14 12 ttl 9 a a a 4.5 14 12 10 9 8 B 6 S.S T4. 12 10 9 e '8 6 4.S INTO STUCCO SHALL BE PERMITTED..1/4'0-20 B.S. MACHINE SCREW USED SHALL BE 1 //2'LONG MINIMUM SHOULD STUCCO t4 12 to a T.5''55 3.5 - 14 12 10 9 8, 8 6 5 t4 12 10 A 8 7 55 -4, •SEE UM�+OpN6 01'.USE F00 EXIST,AND 1'MINIMUM FOR WAILS WITH NO STUCCO: I 14 12 10 9 8 8 6 6 14 12. 40 9 8 8 6 6.5 14 12 t0 9 .a 6 6 4.5 RUDE 1trAJ ON 5a21 19 5'-0' 14 ,2 10 9 6 -7 --44 - /4 42 70 4 8 6.5 5 3.$ 14 12 10 8 6.5 5 3,5 3 A])IN.CASE THAT PRECAST,STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ti t2 S0 9 B 7.5 S.S - 74 12 t0 A -8 8 O 4:5 ,4 72 40 9 a 6 45 .75 ANCHORS SHALL BE LDNG'ENOUCH TO REACH THE IVAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS 1NDICATEO ON 14 12 9,5 7.5 65 4.5 - - tt 12 to 8 8 7.5 5.5 4 14 12 10 8 8 s 45 3S NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EWS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 i0 9 $ e 5 ^ 14 12 10 R. $' e 6 S it t2 IO 9 8 65 S. 35 INSTALLATION INTO DFS WITHMETALSTUDS SEE SHEET 20, 6'-D' 14 I Z 10 9 75 5.5 3 ^ 14 12 70 85 7 5.5 4 3 14 12 B 6,5 5.6 4 3 - T4 t2 t0 9 8 5 - - i4. 4T t0 9 a 6.5 5 .75 14 12 10 85 8 5 4 _ (8) 70 LISTING CONCRETE BLOCK:(A51M C-BO) 14 I2 8 6.5 6 3 - 14 12 70 9 8 6.5 4.5 3.5 14 t2 40 9 ] 5 3.9 J - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. 14 12 t0 .9 0. e - - 14 12 10 9 a 7 5 4 14 12 10 9 75 55 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED,BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12 •ifl _8 ti.5 a. - t4 12 S 7.5 6 4.9 IS - T4 03 ] 5.5 4.5 3.5.:- - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DtR£CT,INC. 14 12 10 0.9 Z 4. 14 12 10.9. 75 5:5 4' -.' 14 12 9. 7 75 45 - _ - 1/4.0 TAPPER.ANCHORS AS.MANUFACTURED BY POWERS FASTENERS,INC.,AND OISTRIBUTED BY ALL POINTS SCREW,.BOLT&'SPECIALTY 74 it 7 5.5 45 - T4 t2 t0. 9 7.3 SS 4 - 14t2 9 7 6' 45 J - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOEtN2ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC.- 8•-0" 14 12 10 9 9'-6.5 - - 14 12- 10'. 0 -5 6 4 -: 14 12 10 8 6.5 5' 3,5 NOTES- 14 t2 RS 7 55 3 - ^ 14 12 8 6.5 55 4 3 - 12.5 9.5 6 5 4 3 - EL 1)MINIMUM EMBEDMENT INTO:CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 1S 4 1/4'AND TAPCON 14 I2 95 7.5 6 - - 14 72 9.5 8 OA 5 - ^ 14 12 a 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'., 13 9.5 6.5 .5 3.5 - - - 14 12 10 8 1.1_5 - 14 12 8 6.5 5 4- - 8,_O. 14 12 10 4 8 - - - 74 t2 lO 9 75 4.5 - _ 14. 12 85 ] 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4b x 3/4'ALL POINTS-SOLI)-�SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 1I,5 7.5 6 4 - - - 14 11 7 5.B 5 3.3 - - I1 a 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 12 B 6.5 4,5 - ^ 14 12 B5-7375,4 - - 14 to's 7 5.5 6 4S - - DOST,AND i"MINIMUM FOR WALLS WITH NO STUCCO. 15 8.5 5.5 4 - - - - 14 12 9. 7 6 4.S - - 14 11 7 9.S 4.513.5 14 t2 10 8 7.S - - - 14 t2 t0 8 0.5 5 - - 74 t2 B 6 5 4 - - B.J)N CASE THAT PRECAST STONE.PRECAST CONCRETE..PANELS,PAYERS OR ANY VENEER 8E.FOUND ON TNE,:EXLSt7NG'WALL OR-lL70R. 10-0' t4 t05 7 5 3:5 - - /3 9.5 6.5 '5 4'. ? _ - 70 75 .5 4 3 - - - ANCHORS SHALL BE.LONG tiQUCH TO REACH.THE MAN STRUCTURE-BEtUaW SAID-WAti.nti15HE5..ANCHORAGE SHALL DE A5 INDICATED ON '14 '11 75 5S - - - - 14 11.8 9 ff S 4 - - 25 95-8 5 4_4 - .NOTES 9:1)&B.2):ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. tQ5 a S - f4 iT 8 65 55 4 - - ,3 iO 65 9 4 3 - FOR INSTALLATION INTO EIF5 WITH METAL STUDS SEE SHEET 20. 71•-O• 14 12 10 - - - - 14 12 9 7 6 4.5 - 14 10.5 7 5.5 4.5 3.5 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS.OF THE ANCHOR'S MANUFACTURER. ,2S 12 _9 _6 5 4 3 - 9 7 45 3,5 3 - 14 10 7 - - 14 TOS 7 5.5 4 5 - - - 1,5 6.5.5.5 45 75 - - - (D) SEE SCHEDULE BEIAW FOR EDGE DISTANCE,(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. It. 7 4.5 - - - - '- 14 114 7.5 6 5' - - ^' 12 9 B 4.5 4 - - - 14 12 t0 - - - -- 74 12 8 65 55 - - - 73 10 6.5 5 4 - - - EDGE DISTANCE R tG SPACING ;.�(3LE FOR ANCHORS: 12'-0' Iw, 85 4.5 - - - - 11 B 5.5 4 J.8 - - 8 6. 4 3 - - PJMMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 t3 95 65-5 .4 - - ^ 0.5'.S 5 4 - - - - sr MULTIPLYDNG SPACLNO SHOWN ON SCHEDULE'BY THE FOLLOWING FACTORS. ,9 05 14 105 7.5.5 4.5 - - - 17 e.S 55 4'.S 75 - REDUCED.SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING NONCATED FOR EACH ANCHOR TYPE. 14 l2 - 14115 7.5 9' '6 - 12 9 6 45 4 - - - FACTOR _ T3'-0.70.5 - » 10 7,5 5 4.. 3 - 75 5.5 4 3 ._ _ _ ACTUAL TAPCON VRTFi ADVANCED' TAPPER •F 125 a5 - - - 12 9 6 ,4 4 - •- 9.5 7•-5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY.ALL POINT.SOLID SET BLUE TAP W/I:,,kP MIN,SPACING 8 6 - - - 13 9.5 88 5 - - - - 0.5 J5 t5.544 - - - 1. V 13LADF �R. DICTANCE MIN:SPACING m 3` MIN.SPACING-3' MIN.SPACING-3 1/2' MIN,SPACING m 3' 3 3/4' 4' 14 105 7 5.5 - - - 11 8.5 - - .14--0" 1O 73 - - - - 8 7 4.5 35 - - - 7 9 - - - BI.ADPOURED CONCRETE& p�CONCIrTE TE,a= POURED OONCRETE Q POURED CONCRETE&p0�CONCRETE DONO3' agX - - 11 0 55 45 - - - 9 6.5 - - tJ 0� CONCRETE BLOCK ,K.L EII•3 i/2'NK£0..2 t/2' CONCRtTE BLOCK CONCRETE BLOCK M4 r.,.3Ile IDI£0..21/2' YK ED..3• MEN,ED..3 1 MK EO.sY Ts-D'"5 _ _ - - 35 tc s = = - - tl5 a - - - BLQI3Wt}RKIN3'' t.0 .0.90 }.0 0.7B 1.0 O.B4 i.0 _ B.S 6.54 - - - - 6:5 S - - - - IN UNISON ♦ ' 1:0 -' - 0.87 1.0 t0 - - F05 9 2'. - D:71 - - - 0:51 15 a.5. LO7- - 1 3/.4• 0.91 - 0,43 -»125 s.5 6 ,- - - - 5 - - ' - - - 0.35_ .. 8 8 43.: _g;g - 9S 7 s - - - 4. ^ - FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone - - - 1114 r/t•".� 02017 EASTERN METAL SUPPLY, INC. ALAI h ` 02D,7 DLTECD.iNO. BERTHA ■�'�TM O INC. a ■A■ KVAccordion Shutter System .11ADE'#1 W OR W/0 H.V. H1NDChN BLADE. American Shutter Systems 4'r� •} TILLIT TESTING & ENGINEERING COMPANY y REV.No DESCRIPTION DATE ORNRI OY:/L �. Tq}g pf '•"• : 6355 KW.36t1t St..Ste.305,W,CWA GWCDM FLOMOA 331Association, Inc. i OLO is-aas 7/27/t DATE 07 27 17 ff4268 We'Stroods Drive z Phone:(505)871-1530.Fos:(305)B7i-1531 DRAWING NO "�++'•;<Q�IQ ` to o-mPa:taluaonm.com West Palm Beach, FL 33407 3 ��-107 1 4s{4yf/� ty- 4 E8-0006719 �4A '* ...... •• f!`Y t,it WALTER A.IIUo Jr.P.E. 4 lE/ G/ ,e' [�VV f FLORIDA Ue.0 44167 '5 .SHEET P.E.�SCA � DATE .6 13 OF 26 MAYIMUM ANCHOR* SPACING (in,) SCHEDULE FOR A GRIEN MAX, SHa ¢jM A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MO LATIN TYP FOR ON REIT:11TrcOR CON, LLAMONS (SEE 11OUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CON CORCRETE DLOCI( I)WALK OVER& 1 TRENCH ANCHOR PACING I FGFND NA1aWu� JQ RWNGUARD MOUNTING (g)WALT/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING (r SPAN SD.DE514fi KCGOhE P9F591RF P.UWG A.S.D.DEM 6EGT9'E PRESSURE RAIYIG W A.SIL DMDhVATIVE w ESSIM PATING(ps SO A .DESAR7 NEGATM 1471S57K WING W TAPCON OR.TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 30 40 60 '75 90 120 160 los 30' s0 60 ''/S.-90 12a 160 zas THREADFORM TECHNOLOGY 14 12 10 9 8 E! 6 6 12 12,112 12 12 1.5 B 85 '7 7 7 7 7 7 5.5 S. 5 5 5 5 5 5 5 A(.I-p01NT$SOLID-SET 3'-0" I4 12 ID 9 8 8 6 8 72 12 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 lF$S 1/ 12 10 9 8 8 6 6 12 1T 12 12 0.5 B 6 45 7 7 7 7 7 7 7 6.5 5 5 3 5 5 5 5 5 BLUE TAP 1T 12 10 9 B 8 6 6 72 12 1T 12 72 10 7.5 e 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S TAPPER+ 14 12 10 9 0 0 0 8 17 12 12 12 IS 8.5 8.5 5 7 7 7 7 7 7 g5 _4 5 5 5 5 3 5 8 4 4,-0" 14 12 10 0 8 8 6._L 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 S 5 5 5 5 5 9 5 74 12 IO fl 8 8 8 B I2 12 12 9.S 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 S 5 ..5 14, 12 10 9 8 8 6 6 12 12 12 12 10 7.5 53 4 7 7 7 7-17- 7 7 5.6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 72 12 12 11 9 7 5. 4 '7 7 7 7 7 5S 4 ] S 5 8 5 5 3 4 3 5.-0. t4 12 10 9 8' 8 6 8 12 12 12 12 10 7.5 5.5 4 7 7 777 7 -7 7 S 5 5 5 5 5 5' 5 14 12 10 9 8 B 8 6 12 12 95 7.5 6 4.5 35 - 7 7 7 7 7 7 S 35 5 5 5 5 5 5 5 4 14 I2 10 9 8 8 6 '6 12 12 12 95 8 6 4.6 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 g 4 t SEE ANGHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4,5 3.5 - SPECIFICATIONS 6'-0' 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 ON SHEET 13 1+ 12 10 9 0 8 B 6- 12 12 8 C S { 3 7 7 7 7 9.9 4 5 5 5 5 9 5 4 J 14 12 10 9 B B 6 B 1T 72 10 B 65 S .75 - 7 7 7 7 7 6 4.5 5 5 5 5 5 5 4.5 - 14 12 10 9 8 B 6 6 12 12 10 B 6.5 5 3.5 - 7 7 7 65 5.9 4 9 S 5 5 5 4 j5--[-7S- L4 7'-0. t4 12 10 0 B 6 6 6 12 12 72 d5 7 5 4 J 7 7 7 7 7 7 7 6 5 5 S 5 5 5 S 5 14 12 10 L9 8 8 fi 6 12 10 65 5 4.5 ] - - 7 7 7 7 6.S S J 5 5 S 5 5 5 3.3 3 IL 12 10 A 8 8 6 6 12 12 65 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70. -75 14 12 10 9 8. 8 6 - 12 12 8.5 7 5.5 4 3 - -7 7 7 55 4.y 3 - - 5 'B 5 5 45 15 - - PSF A.S.D DESIGN PRESSURE 8'-0" f{ 12 10 9 8 B 6 - 72 .12 05 75 6' 45 3,5 - 7- 7 7 7 7- 7 7 4 5 5 5 5 5'' s 5 5 RATING & FOR SPANS PER 14 12 10 9 8 B 6 - 12 9 6 45 4 J - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 SCHEDULE 14 12 10 9 8 8 8 - 1T 11 7.6 6 5 7S - - 7 7 7 75 6 45 - 5 5' 5 S 5 4.5 - �/3, SHEET 7) 14 12 10 9 8 8 - - 12 1.5 7.5 6 5 35 - - 7 7 8.3 S { J71 5 5 5 4 3 14 12 70 9 0 B - 12 12 9.5 6.5 5.5. 4 3 - 7 7 7 7 7 5 9 5 'S 5 5 5 14 12 10 9 8 8 - - a5 8 5 4 3.5 - - - 7 7 7 6 5 5 8 3 -a 314 12 109210 6.5 5 4.5 - - - 7 7 7 6-5.5 5 5 5 5114 12 10 9 6 8 - - 12 05 7 55 4.5 35 - - 7 7 5.5 4.5 3.5 14 12 10 9 8 0 - - 12 it B.5 6 5 35 - - 7 7 7 7 7 5 5 S 5 S S {512 10 9 8B95 7 4,513 J - - - 7 7 7 5.5 4.5 5 3 S 45'J,5 14 17 IO 9 8 B JF5- 1 3 4 - - 7 7 7 6 55 5 4.5 514 12 10 9 8 0 - - 6 S 4 3 7 '7 5. 4 3 .5 9iV-0"141109Ba 5.5 4.5 3.5 - - 7 7 7 7 7 5 5 5 S 5 5 4„ 12 10 9 8 8 - - 35 , _ _ _ 7 7 6 5 4 5. 5 5 4 3 - - HV BLADE ONLY T1 12 10 9 B B - - 5' .4 - - - - 7 7 7 5.5 43 5 5 5 45. - - - Ia 12 10 9 8 - - - .5 4S 75 - - - 7 7 15 3.5 - - - - 9 9 4'.S 3.5 3 - - 12'-0" 14 12 10 9 0 - - - .5 54 3 - - 7 77 7 7 6 3 - 5 3 5 5 5 5 4.3 3514 72 1 9 B - - - 3 - - - - 7 45 J5 - S Jf4 12 10 9 B - - - 4 - 7 7 6 S 5 3 5 5 4' 14 12 10 9 8 - - - 0.5 8 5 4 3-5 - 7 5.5 4.5 3.5 - - - - 5 3 45 3.5. 3 - - - 13'-0" 14 12 10 9 8 - - - 1.5 8.5 6 4.5 J.5 3 - - 7. 7 7 7' 7 l5 - - 5' S g 5 5 S 4.5 35 14 12 10 9 8 - - - 7 5.5.3.5 3 - - 7 7 5 '4 3 S S: g 4 3- 1♦112 10 9 B - - - 9 7 45 3.757 7 5.5 4.5 14 12 70 9 - - - - 10 7.5 5 4 3 - - - 7 fi / 4 3 - - - 14 77 10 9 - - - - 05 8 5.5 4 .S - - - 7 7 7 7 7 ! - - 55 5 5 5 5 4 3 14 12 10 0 _ - - - 8.5 3 3 - - - - 7 7 5 3.5 - - - 5 S 5 4 - - 14 12 10 9 - - - - 8.5 65 1 - 7 7' S <' - - II 12 l0 - - - - - 9 7 4.5 35 3 7 5.5.3.5 - - 15'-0" 14 12 10 - - - - - f0 7.5 5 4 3 - - - 7 7 7 7 7 J5 - - 3 5 5 S 5 5 a 3 14 12 10 - - - - 6 1.5 ] - - J 7 4.5 J 5 5 45 35 - 14 12 70 - - - - - R 6 4 - - - - - 7 .7. 5 _ - _ _ 5 - 1{ 12- t0 - - - - - 8.5 6.5. 4 3.5 7' 5 .5 3.5 - - - - - S 5 3.5 - - - - 16'-0" 14 12 10 - - - - - 95 7 45 3.5 3 - - - 7 7 7 7 6 .3 - - 5 5 5 5 5 4S JS 14 12 10 - - - - - B 1.5 J - - - - 7 65 4 5 5 - 14 12 10 - - - - 75 s.s 76 - - - - p7 -i i .,r - - - - 5 s 45 - - - - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone 4111`iP. ...••••••.. 02017 71LTEC0,JNC• ®2017 EASTERN METAL SUPPLY, INC. 11 �,10ENSF ,�y=Y BERTHA H TMA S S A■ Accordion Shutter Sy stem Hy. BAE #1 W/OR W/0 H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy9tem3fl,NQ DESCRIPTION own oPA7rt1 6r La D "`dr vv 6355 N.W.36Th St_Ste.305,NRGOM URO S,FLOi ]316 Association, Inc. I OLD 15-065 7/27/1 DATE: 07/27/17 [ ' ` Ph..:(305)871-7530.Fa4:(305)871-1531 4268 Westroods Drive 2 S ............ ((+ 31 a-mese DBecooeo.com DRAWING No iO4f75Ir . \\1114 1VAL7FR A0LLTi Jr.P.E. West Palm Beach, FL 33407 4 17-107 7_'07 p.E.. Sf ;IWfBNAYURE/DATE FLORIDA Lie A 44167 5 SHEET 6 t4 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (;n.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE-A.S.D. DESIGN.PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (5_E MOUNTINGS 4N SHEETS 16&17). I=-- u e 1==3-r F:;Zl- -0`-,-7- F=- SOUTHERN PINENo. SPRUCE PINE. SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR'SOUTH 1/2' MIN. COX 2 W/MIN.G-M55; FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. 0=0.50 W/MIN. G=0.43 W/MIN, G=0.36 PLYWOOD �,NutG 50.50 W/ W/ MIN. G=O.43 W MIN. G=0.36 wxiMvu SPX'(it) WALL MOUNTINGS CEILING.MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O..WALL MOUNDNGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&v 6J11 wwL MM wx 0.) 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EACH.SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0:43(N.O.S.) EXCEPSWN:SEE NOTE 2 BELOW -SPRUCE PINE PR SMITH W/Ga0.36(N.O.S.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.AtCRE S TO HOLLOW 2015OUNO SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CI1N516T OF 4.ANCHORS SK41 BE INSTALLED FOUff"D ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE LAO SCREWS AS PER NDS 2015 SPECIFICATIONS. ANCHOR'S MANUFACTURER. ,;u�A�AA'��•.�.� FLORIDA BUll01NG CODE(Mon"High Velocity Hurricane Zone ' 0 2017 EASTERN METAL SUPPLY. INC. �� ex, 4V� ivnts62017 TILTEGO,INC. fBERTHA VTM q A �"` A Accordion Shutter System . . ■ ■ H.V. BLADE#1 W/OR W/O KV.WINDOW RIADE y TILLIT TESTING & ENGINEERING COMPANY American Shutter SysteEnS EV N, DESCRIPTION DAM ORAV77 BY.- La 1 t.305,MIKIN1A GARDENS.FLORIDA 3310Association, Inc. , OLD 15-0$5 7f21f1 DATE- 07/7.7f i7 055 N.W.36M St,S ,_j •,i PAone:(305)871-1530.ror:(305)871-1531 4268 Westroods Drive 2 DRAWING No _y-sts 1ckt� .-.dl:v�67oi9.cam West Palm Beach, FL 33407 3 17-107 ED YM` WALTER A TItUT Jr.P.E. _ FLORIDA Lic,e 44167 5 SHEET P.E. SEAFSIZ&,A RE/DATE 6 15 OF 20 I I I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR1 HV &�HV* BLADES AS APPLICABLE MAX. SHUT + OR L— FOR ! STAE_LATIO S ! WOO WITH HV BLADE(71 --ONLY SHALL WALL FINISH BE LIMIJED TO 105.0 psL A.S.1), DESIGN PRESSURE RATING, SEE SHEET 49 FOR MAXSPAN & 1/4.0 TAPCON DR S.D. DESIGN PR URE RATING FOR INSTALLATION B WORKING IN UNISON I� TAPCON WITH ADVANCED I tf{'0 TAPCON OR t THREADFORIA TECHNOLOGY ,1. �..v'r•'` V!/1 1/2'Min. PENETRATION ��"- •II �•-TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY OF THREADED ARG 70 �/ ii = / V!( 7 tJ2'tarn.PENETRATION OF THREADED AREA TO EXISTING ( LdN.SFPAWSlOy l EXISTING WOOD HEADER. �'�,I" it W000 HEADER..ISEE SCHEDULE ON SHEET 15) ` TO OU55(SEE I,OR 11 \ ' (SEE SCHEDULE ON SHEET 15) I\1 1/4'41-20x3/4'S.S.MACHINE SCtILDLAF.ON EITFLT I l � J 1 18 T SCREWS w/t f4'-20 NUTS C" 11 FOR ELADE(DAI.n-"'' I a I t ( oN\'._Y' r t'Min. - PC 12'O,C. ON SHEET 19 FOR x EXISTING [ L'iADES( &Q1 t GLASS—.4 IN1 'oat PnorvnL FlmslT (I r Y � v WAulf 4 li C7OR �s ; EXISTING MIN. § FINISA I ��� ` N 1 2`4'WOOD -11 �� EXISTING MIN, I HEADER REOUIRED �,J J —1'x4'WOOD I t I 1/'4'0 TAPCON DR TAPCON WITH ADVANCED Ey $ HEADER REQUIRED d 1S1 j T READFORM TECHNOLOGY W/t 1/2' EXISTING S MIN.SEPARATION Min.PENETRATION Or THREADED AREA TO G11S5••-^l, TO PASS(SEE y1 MIH.SEPARATION TO GLASS �I I !i €,�'�t t_ 14 } t}y �I EXISTING WOOD HEADER. -"—11 DiAm EXISTING�S •y�k—"^—(SEE SCHEDULE ON SHEEP 11) (•SEE SCHEDULE°II SHEET 15) T ON SHEET.19 FOR ' -2'x4"COIR.SILL ITS(Dh t(,gi' ... PLATE REO'D. HV WALL HEADER INSTALLATION O@HV WALL SILL INSTALLATION HV WALL HEADER INST Lq LATION -T— — _ I} !! IXISTING — } MIN. SEPARATION TO GLASS I I I IAN.SEPARATION TO GLASS I T GLASS fxISRNG (SEE SCHEDULE ON SHEET Sit i 1 �"�(SEE SCHEDULE ON SHEET ltj z a MIN.SEPARATION To GLASS i a" t EXISTING ! 2'x4"CONT",(SEE SCHEDULE ON SHEET 11) I ' I GIASS—) R 5 I 1 f4-0 2Ox3/4'S.& WOOD PLATE MACHINE SCREWS } REO"p. ��--11/4'0-20x3/4"S.S. } I } } p .J •� L�J MACHINE SCREWS Wf } 1/4 },- I t WING O.C.-2O NUTS WCL 1/4'-20 NUTS o 12- WALL 1 1—! I O iT.r ) FINISH O.C. )1 " _� .••-� f I I: I. I f,,%".=. ! OR 18 oa 1 S © S � I I � OR t (� a WOOD CONI t4 V 1 j i I LL'llt I y W000 PLATE ;i I q o,I i w T"Min. l( t REO'D t i t'Ni > I '�,� � I r t I I 1 I �• t 1 1/4-0 TAPCON OR TAPCON WITH ADVANCED OR I 1 `114/ it 1 I'2'x4 CONT. I' It THREADFORM TECHNOLOGY W/1 If2' Nin. PENETRATION OF 714RMEO AREA TO IT t I t ( 1 r 4/U-VLL PLATE p}] t, EXISTING WOOD HEADER. } t ( t t -1/4'0 TAPCON OR TAPCON WITH ADVANCED _' 4'0 TAPCON OR 13QjE, S! �= s..._S` ( f •,REab (SEE SCHEDULE.ON SHEET 15 THREMFORM TECHNOLOGY W/1/ i� TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL t '� ) I PENEMATIO14 OF THREADED AREA INTp PLYWOOD 1 2'MI CD THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. '`} \ �"1 ! �._j WALL FINISH :.;.t_.! :'} `` SEE SCHEDULE ON SHEET 15 f { } EX75T@RG MIN.2"x4' l P—'D REO`0. W( if2'M"n.PENETRATION OF 2-MOUNTINC SECTIONS CAN BE 1/2-MIN.COX PLYWOOD REO-0. STUDS W 16'O.C.NAIL, WALL FINISH— 1HREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO GCO�D.PLYWOOD TO 8E (SEE SCHEDULE ON.SHEET 15) SUIT ANY INSTALLATION. R)HV- WALL SILL INSTALLATION EXISTING MIN. 2'x4"STUDS,W 16'O.C.MAX.REab• ATTACHED T0.STUDS.IN: ' PLYWOOD TO BE.ATTACHED TO STUDS IN ACCORpANCE ACCORDANCE WITH V WALL SILL ♦SEE u AnONS OF WITH SECTION 2306 OF THE F.B.C. -SECTICN 2308 OF THE _ DHV WALL SILL INSTALLATION F,B.c. BLoOE 1A°"SHEET 1s FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone it""�EIR TE W617'TILTD:O,INC. 02017 EASTERN METAL SUPPLY, INC. wi........ A BERTHA~NVTM /70 A■ ■- ADE#1 W/OR Shutter System KV. MADE w�OR w/o KvaNDav RAE TILL 1T TESTING k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L.C. T Assoclatlonx Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Ih1B5 N.W.M�SL.S> US.MFKLLL GARDEN&FLOROK 337 t Pit—:(305)871-1530.Fox.:(305)871-1531 4268 Westroods Drive 2 DRAWING No ORION ��� .- 611:uIt..*..ao. West Polm Beach, FL 33407 3 17-107 WALTER A TILUt J,P.E. 4 P.E. V� �}R f DATE FLORIDA U.1x4167 6 ___6 OF 20 Iii END INSTALLATIONS i HV BLADE. OR i WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2*94'WN,WOOD vxm F MOS PEOD. K'COO I/V1 TAPIQ-1 • (AS�CAMZI STUDS, CAS APKCARLE) TO 1/2- �C Flwr�-O"W/ 11 EXISING CIASS ftwom 'utG CLASS Ma 0muc Blass' X G ji o""M I T7 >, 0, =i jx Ift To QAIs(%x Ile 'k R_ pm =.I:6 I ____ C1X7:!&w>T_--ER ,.T qww tw� $1�DIM W . ""'D' ON 9w ,I FOR B.AD:tt)" WA`—42"V'.ch. a"DIM,12 M /2r- I, BADE(D" IS A;�� & 7 M Mmt 19 FOR "AILL&I")CLZ "a� W. 'L"'. 1/2-W 7( � MTTS Ra" 416 O.C, "I"IdY S'A'S NKit :4 5 C_ CCIjl'.rrFcaRs To r; l-A OT,lal S, SEE DETM X fOj pK]", IT I ORO' rC To TRACKS SET DET"X FORR Str MAL K R ro - / 1) .�w SIDE C"fam SaF CON To TRACKS 1'11113:83. miRACNS 0 @2 CONNECTION DETAIL(2) END CONNECTION DETAIL(j) END CONNEND CONNECTION DETAIL DETAI 80 (0 A REouPw oxv noR spAKs mATR r(N sr-r 2k4'Luo V.. A/ T rFWMRAT*N 0 12.D.C. FEVER RID4 CI 12"O.C. SWARATIO. M�(= # SEE LIMITATIONS OF USE FOR 1/2 Vw� WTI 7 7 7 "r A .10 BLADE(1A)ON SHEET 19 TO MASS(P%E 11 FOR ftl�WAa4i 6 0 4 F N VIEW AaA:.!I!/ F.-,/ 0 Lp 6.0-6- Sn-RE6 alS. PLAN 0 Co- DETAIL ENDCONNECTION DETAIL 0 fND frONNECTION DETAIL 12 FLORIDA BUILD111 c CODE(Non High Velocity Hurricane Zone] 11 y 02017 7ILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. kv BE A_ffV7M LAccordion Shutter System REC 0 A.S.SA KV. BLADE#1 W/OR W10 KV. WN160W BADE '�Zk�r" , TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN .' LC. 2'per635S I'M 36 s:.S".3M MRoam cARao".rROMA 3;,e( Association, Inc. I OLD 15-085 07/27/1-o DATE: 07/27/17 Pb... (305)871-1530..fo.:(305)671-1531 4268 Westroods 0(4ve 2 —.3;IAN. — —DRAWING Na "0'W. West Palm Beach, FL 33407 3 A 17-107 WALTER A.71 LUTJ'P.C. P.E. /SIGNAIiJRE/DATE FLORIDA L;C. 44167 5 SHEET 18 OF 20 (may}y 7 2 0 • rcMERe LMRATIONS 0.y CONDITIONS OF l FOR BERIBA A D -ry Y �'�- � i.MAX.A.S.O.DESIGN PRESSURE RATING:+170,- 110 p.n.i. 2.MAX.SHUTTER SPAN:9$' 3.ALLOWED MOUNTNGS:A.D.G&H ON SHEER 6,7;AS WELL AS MOUNTINGS M,O,T,U TES 2&1 W ON(SHEETS t$&177..��,t ^C }y OAR NLY CED NSA SYMi7ETWCJSOR 4PP NG tAYOUTT.NARE�CISE OF tlTrK PPiSt.4G (J).04 A N T" ',•"•`,tit}' (L27�Cj, . 5 MUST BE INCLUDED ONLY AT EXTITROR ACCESS SIDE OF CENLUT E. 106 C9— , J T'P.EA.ENO • • • • r ♦ / • r 5.(A)ETV WINDOW BIADEC1�A SHN.L ONLY ALLOW A MA7OMUM OF 5 OPENINGS tf (3*0 HOLES)FOR(9)PER IADE AT SPACINGS SHOWN ON SHEET 4. 4 / (B)MIN.CLEARANCE FROM TDP OR BOTTOM EDGE OF HV WINDOW BLADE G MAX.S MKOOYtS s s ♦ - • s to /"i (.') OF ANY 3'0 HOLE FOR I& BE 12-. ALLOYtED A7 FNA:� "'0")"p,BlAOE 8' (C)FIRST OR L6V BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 S ! • I I r ! tY I � (0)TTV W9:ODW BLADE 0 MUST BE USED ALTERNATE TO A SOUR tiV$LAD£ THROUGHOUT SHUTTER'S MOTH. s ! ♦ I I ♦ 4 t (E) C MALES SHAM ALWAYS,BE INSTAl1ED ADJACENT TO A SOLD EIV 'r; • • wQgdn ♦♦ r SLADE 1 AT EITHER SIDE OF THEM. SEE END (F)POLYCARDONATE HV WINDOW SHALL BE NSTALLED SO TABS FACE CONNECTION a ! s s s ♦ THE INTERIOR OF THE OPENING$ NG PROTECTED.HV W1 00 MUST lE DETAILS ON SHEETS • e/ / 2 +♦ ONLY INSTALLED AND LOCKED USING A TN SETTING TOOL PROWDEB BY ASS, INC. 70 L EI TTP. / "' iia. FULL HEIGHT.'—' SR 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME P�� PIP B•.r BUILDINGS ON SHEET 15,AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES P1 &z ABovE). 9 $« 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASID E-799$: (SEE PUN FUR REOUIREMENTS) D H 't% 'IYP TOP&BOTTOM µrpptrp +t7WIND ZONE MINIMUM SEPARATION TO GLASS --iINUMOED WIDTH-_ "- '- T THRU 3 I. ELEVATION MN SEPARATION TO GLS` EXISTING CLASS SEE SCHEDU E ON SHEET 1,FOL OADE(j) 4 _„•. JA"o ON THIS SHEET FOR BtALtLS(1}&0 --------------______ _______:__�r� ____ _—_—_--_------_ TYP. 9111M'''�1RI CENTERMATES 2i `„ / W/(2+�OR BAND yr/o 3�S(s NOTE 4 ABOVE) `PLAN TYPICALX HHY BLADE WORKING IH UNISON WITH HV WINDOW BLADE LI—A SHUTTER* ENE'�AanA.7*1/,'' FLORIDA.BUILDIN6 CODE(Non High Veioc ty Hurricane Zone Y54 `+. '_�"• 02017 OLTECO.INC, @2017 EASTERN METAL SUPPLY,.INC. BERTHA NVIM e 1I111111111I�I�� Accordion Shutter System /111L■S■S■A■ RV.MADE Tri W/OR W10 KV.WM W RACE. TILU7 TESTING ENGINEERING COMPANY,,, ACfteElcGn Sht1N'eC Systems N.H DES PRON DATE DRAWN By: LC. •. Association. Inc, 1 OLD 1s oes 7/z�l1 DATE` 07/27l1 •.�,c •;• was h-ae1N. 5)71 355, v,RGcn4 uROos.FLL'RDA 3318 - DRAWING No ` Phone:(365j97i-1O3D.Far:(305)877-7537 t Pol W Beach, Drive 2 tI a-mat: 006Ocm.ccm West Poim Beach, FL 33407 3 =SS�aNAi.Eta6• R A.TJ67,9 17-307 rt WALTER A tALiT Jr.P.6 4 'I•'- ♦•��tr FLORIDA Uc..�44167 S SHEET P.E. SEAL/SIGNATUREJQATE 6. 19 OF 26 1 v2,aD3S•THICK INSTALLATIONS W f HV BLADE & HV CENTERMATES --12.000"M°=.- Min. VARIES f ' Min.ASTM A-653 STEELGRAD40 v METG-TU S STEEL METAL STUDS AlhT ,6•a.G. w 2 M°=. a3b INTO . METAL.. STUD WADS y o�oB3- ,��-� @'p --- -- s 6"a.a 40 41 3d 114"0 NO IM NAL W w ----- --- 1/2' 38 * GENERAL I N CONDITIONS 0 ALUMINUM SLEEVE j - 12 . ..7 FOR B V D ACCO 6063-T5 ALLOY L1 3/4•=6 1/4•=O.G35•THICK Min. 43c 43c SYSTEM INSTALLATION T4 METAL STUD WALLS CONT.C4LV.STEEL TRACK CHhYKE?_I 6`O.C. 4 6`oz.^. _ I ASTM A-653 GRADE 40 Min.G-60 I SEPARATION TO GLASS,, S HE BILE 2 ._..—SM.., GlaVANiZED FASTENED TO STUDS I r t. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 M4Z' wj(2}pbw1J2'TIX SCREWS ON t EXISTING FINISH 39 '1 I' i {PSf� INTEFLOR&EXTERIOR FACE ; AS APPLICABLE 1 1 N 2. MAX. SHUTTER SPAN: 84" ASWIINNDEZ0996 MIKlMUM MIN.SEPARATION �i SEPARATION 43t LENGTHF 1' EXISTING CLASS—+ 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO SCHEDULE) ¢ 1.,�4"O-20X3" BOLT -(SEE SCHEDULE) 4. ONLY ENTERMATE 21 Wf 24 HV LOCK ARE ALLOWED t THRU 3 1" MUST PENETRATE 3c i" WITH 21 ARRANGED A SY METRICAL LAYOUT. I n USE 0 (2) 3S (6" LONG, MINIMUM} MUST ALWAYS BE 4 4 t.373' 1 3/4`w 6 1/4'.0.035"TMCK Mln.l EXISTING FINISH t INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF y CONT.CALV.STEEL TRACK CHAIR I CAS APPLICABLE , , i CENTERMATE. �'i z5 r °wQ• s ASThi A-653 GRADE 40 W..G-60 t ` GALVANIZED FASTENED TO STUDS 1 TE (2)16.1/2• K SCREWS oN i 43c 430 3NTERIOR&WERIaR FACE i O 6 OC 6 6.O.C. ' N' 1�40-20 i}iREADS 'f ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR d3C t f$„4s ECO CONSTRUCTION W` - ” 1/2• 1 2 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAD-LOK HD ut L.tL � 436 6"= 1 1/2•,0.035'THICK "' ' ::•VARIES 0 6" o.C. COMPONENTS Min.ASTM A-fi53 GRADE d0 .,tia><t..- Mln.G-60 OALV.STEEL 1" i-.i MS WA HEADER/SILL INSTALLATION METAL SR105 AT 16.O.C. in. ---� / � � —EXISTING FINISH A5 APPLICABLE SCALE: 3/8= 1• 11 (TYP.TOP&BOTTOM) --7_- 1..3/4".x 6 1/4's 0.035!THICK Min, ——— ONT.GALV.STEEL TRACK CKANNEL, p _ _ _ _ _ EXISTING CLASS L, C ASTM A-653 GRADE 40 LATH.C-60 SYMMETRYCAL ' ' I SYMMETRYC�IL I JJGAL/CW1(2)z#6 FASTENED C STS O - I I ; LAIN.SEPARATwN vAkIES i i' 'T/(2)�Ew1/2`TEK SCREWS°N 430 436 43c { :CENTERMATES W/..' S I _ :"'CENTERMATES W/ I I.,. To GLAss 2' I INTERIOR&EXTERIOR FACE I ^'. (SEE SCHEDULE) Mo,; I I rI I, i:,-EXTERIOR ACCESS SIDE_ I I: :` I t.; INTERlQR ACCESS SIDE ; I 4 Ij-"''-` _--- ___----""_------`--^- }6"Min. --'--- - � ( 3 { I N _l'/ - -__.- _ ---- ----__ - - 24 ___ - - ----------- -- - ----_- --- -- ------------ ---- ---- --- ------------ ----------------- ---�------ -------- -- ----- -_ - ----- --- -- --- - — - 2)42 2 `� - 2011 tOCAT£D AT 1 z { " \ HV HEADER/SIL ENDS ____ ____ __ — ___ ___ _. ___.----_ __ . 2 \--(24) SIDE CONNECTION TO TRACK \V 3 1/4`(TYPJ, I L-••- .—.7 B 1/2'MAX. SLACK (Cont.) . . 6 i/2•{Typ.)._..._.. ' _7-. - _� „H_Ve BLADE SLACK DETAIL HVF ,HSC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IDI 02017 EASTERN METAL SUPPLY, INC. .'' �1�p5 -_!/i/ rte 02017 RLTECO,INC. BERTHA VTM A S ► 1L�otmc. Accordion Shutter System ■ ■ ■ ■ FLY.BLADE#1 W/OR:W/O RV WINDOW RAM TIWT TESTING k ENGINEERING COMPANY Shutter Systems EYr,.N DESCRIPTION DATE DRAwI+6r. L.C.- 6355 tLq.36th,St_Stn 30%WRGWM Cmwis,FLOROA sat Association, Inc. , OLD 15-085 7/27/t DATE 07/29/17 -$ tom l Phone:(305)871-1530.Fox:(305)671-1531 426$ Westroads Drive 2 DRAWING NEE- o EOOD6acoi.wmtWest Palm Beach, FL 33407 3 ac ••.�OR10? `�1,� WALTER A�TJ,P.E. a 17-107 1) •' -..fr FLORIDA Lic.1 44167 5 SHEET P.E. Sy�� ((�tl EJDATE 6 2O OF 20