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HomeMy WebLinkAboutUntitled (4) re EYP -: 9 4 aseCliM4 ' ,:'z�_ u..a.._-.., _,�v-....,,._•,.. _.,�:.._.: �.....,.._<� ,:,.-�.-. ..__r..,::x ..-......moi ; �,��les� '��!1,�74.-. .. .: , SOS kwR2 .Lag In user Registratian Hot Tap�cs Submit StErctsarge Stats S Facts R:b1catiors FC SStlt 505 5=te Asap Mks'dbpr � rl USER:put:8c User Hca:, Prods-xi Approval Menu n Product ar Aooilearton Search>Aopiication Lia'ApplicationDetail t 6 FLT FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter•Systerns Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai.com Authorized Signature Bill Feeley irodriguez@easternmetaLcom - Technical Representative , Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect'Na me who developed Waiter A..Tiliit,.Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC,.INC. DRAWINQ 17-107 CERTIFICATE OF INDEPENDENCE,PDF FL389 R9 COI.AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE t11.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE-.PDF Referenced Standard and Year(of Standard) Standard Veer 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 Cede Product Approval Method Method I Option D Date Submitted • 09/18/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha NV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWTNQ Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM;POF 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 Toad FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. • 389,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by track 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL35a'R9 IL AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA IIV ACCORDION 5.9UTTeR 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 Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load forHV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 1i and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwo 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1:389 R9 IT 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 scheduleson sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. •DRAWING 17-106 PRODUCT EVALUATION( REPORT.PDF Created by Independent Third Party:Yes 1/1,..k I ZED .COOtact Us;:7601 Ether Stone Road,Tnnnhassee R_37309 Phone-RSO-407-;824 The State of Flcridi is as ANEECi employer,Coovrlrht 2007-2013 State er Florda,v,Privacy Statements:keret ihility Statement::-Refund Statement -Under Florida law,email addresses are public records,U you do rat want your a-man add,ess rekvsed to response in a pa00c,reeords request,do net send electronic mad to this entity,Instead,contact the office by phone er by traddioral mai.If you hove any questions-please contact 050.452.1.395.'Pursuant to Sech n 455.275 (1),Florida-Statutes,ettective October 1,2012,licensees licensed under Chapter 655,F.S.must provide the Department with an email address d'they Dave are,The emus provided may be used for celloal communication web Ute licensee.however email addresses are putke record.It you do not wish to supply a personal addreca, ',tease provide the Department with an email address which can he made available to the park.To determine if you area licensee under Chapter 455.F.S.,please click stere, Product Approvol Accepts: GENERAL NOTES: 1. BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON 1415 PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6Lh EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. .. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOIIREO BY THE.JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd.O.B5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ALSO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITON,ULTIMATE DESIGN KIND LOADS DETERMINED PER.ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN HIND LOADS AREA '1: HV BLADES @) & I. BY MULTIPLYING THEM-BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. • GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS OH THIS P.E.D., AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOIYABLE STRESS FOR WIND LOADS WAS HOE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CDa1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.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 DETAIL -HV BLADE O 00214-D1-03, 10715.01-03, 11004.01-05, 01214.01-05,00317.02-06,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' HV BLADE(1)AND HV WINDOW BLADE aol AND E-1996 STANDARDS(MISSILE LEVEL D.NAND ZONES I. 2&3)&01220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE). -HV WINDOW BLADE CA) AS-PER ASTM E-1886 AND E-1996(MISSILE.LEVEL D,WIND ZONES 1, 2,3) BASIC PROTECTION ONLY AND 0 0725:01-8B AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,HV BLADE0H AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDSONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION PINS SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT-MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND 014!1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DLZNLS HV SHEET 0 HV STAINLESS STEEL SCREWS WITH(135.0 bug HELD STRENGTH AND 180 Ise!TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS IAANUFACTUREO BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.FINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS-2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 70.0 ksl AND 35.7 kai FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI 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 SHALL COMPLY WJ FLORIDA BUILONC 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 FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0): 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 0&(l WORKING IN UNISON: 12. 13& 15 INSTALLATION 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 U.S. PATENT 16179,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE 1(lA ONLY 9.IT SHALL BE THE'RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE'STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BURDING 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 NV AND HD. CENIERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. /� AREA 4: NV WINDOW BLADE()ONLY /ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE 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.LABEUNQ TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE ' 12. BERTHA H.V.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 APPLED TO. 13.(e)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE RE.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS,PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.EE.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER CF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EE.ENGINEER SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF-THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A/AA/YAiA/ii,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 00',s,..1%�� 'j11//,---..1I ®2017 EASTERN METAL SUPPLY. INC. c 1T �4 ..... 'II D1017 TLTECO.INC. _. ,144,1 ?:';���,Eris :``9 BERTHA HVTM °' / SIL�E C'O INC. ` A■S.S■A■ Accordion Shutter System KV. BADE#1 w/OR w/o N.V. V,INIXW BLAME TLr / ` * American Shutter Systems REV.Ne DESCRIPTION DATE 5441W 6Y: LC 4' ,d• 1kill6./ ' i TICCIT TESTING & ENGINEERING COMPANY / r (1 A tAIII , Association, Inc. I OLD 15-085 07/27/17 GAZE: 07/27/17 •.' ea3 NW.3bu AL.si Sax WP41!AA c.RODrs,nvRnA 7315a `.'POD'S.Ar Phone:(305)671-1530.Lor:(305)871-1931 4268 Westroods Drive 2 Aees•,t�fl�1� '��;I,4r a-ma DIIIACAOAV West Palm Beach, FL 33407 2 DRAWING No p 17-107 S/ONAI TL,�Ir WALTER A.11LUT Jr.P.E. I! ' ESORER LV.I 4416 SHEET P.E.-S`EAt2451F14dURE/DATE A _ I OF 20 -4:-; c o g N.:- a c.1 . .. - z._ a; 0 N Z"° ct) .._. ,,,._ . =5,7•Ai = 1-IJCI 0* o A 0 tn , o . ra >, t 1 r:Sel' .' 1,:i 7.(T)fli..3.-, 't1 14 ,..., 1 Ill 7)-(6-°V.4 8 p0-,0 1 .09t. 1,.., cr.n 75 ,, - L r tit.. = o ..09C-, 0 . t3, iii.... ., „T.• --------- C119 .0sec c .0.- 0 riu 85- ±.SI CD >. 2 rEi. M >. 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"l£AI�WCE M x625` 41 1 Taart —��1^^A ,a7s-i L .r__ --4��_����_4�44T�4:44:4 �j HV BLADE t .—_ CD / 3 �` / l I 1 unsfitoRp 7 __ _ Hj FN 083000 T 8LA4E .062S' .,,10N X_A 0625 .0625' HV BLADE 1A l}ph I 3 I' BLADE'S n. i 6 aP£NIN4 .0625 ta75' * • HV LONG RECESSED NYLON BUSHING ® I -1z u xNucxl.E LE ��� _y. -{ (TVP) Q.Qfi2$` 3 �NV SHORT RECESSED NYLON BUSHING ! ~ ' l�I' { J t "4.:11,,,,,E3 I FLAT P0Rtt03' R1.75 J0/ 375Q' 44_44_ j /HV NYLON NAT WASHER ®OR 1N 01 -aF�e r. ._ p� � 1 o HV WHEEL CARRIAGE NSI 302-303 SERIES / 1 1 •} 1 5?3' 40es X ��/ers7sa^ t . X 0.870"x3/16” THICK NYLON WHEEL a... n ) ¢ w} 2 7/8"NDv{ i maw f 0.188"O AI51 302 SERIES S.S. RIVETS I' W31.9'0' SEPARATION L+3.0.+> ~� CLEAR -- - ♦ ( r 3� i BOETw EN .0625''' sO625' I .." •3.7500 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR s U_J .?� �_ oPENWas I .... t 5 3/4' ,Th �_Y _ 4 `{0F ON CENTERS•1- 7500• O HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 1 •------.1 41 7b" o ' I" 1/4 ;�r�w r rvAruU POLYCARBONATE IMPACT RESISTANT HV WINDOW .i T—t, S BETWEEN TYPICAL HV. WiNDOW BLADE i_6 AND 39 � �I ( T 5 POLYCARBONATE HV WINDOW DETAIL QOR ,-- or n C.'.LS. •✓ (SEE NOTE FOR 1 I li I EQUIREUENTS) QOR j ;ICPOLYCARF3O A1E IMPACT RESISTANT HV WINDOW J 1 r BAYER MA{RO(.ON 3103 POLYCARBONATE T2`Lim c cc RESINS, UV-STABILIZED GRADE OR SABIC * PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR ea3��us :'�'' 1 T•BLADE Burr INNOVATIVE PLASTIC LEXAN 103 RESiN # N.g. I (SEE NOTE "F" ON SHEET 19). HV(i J HV 7 �g T"'o ax' f 1 Q OR , 1 ; �__- 1 I .._* moo (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR y "nE T Lid POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV 3 OR ,li I EXTERIOR 14v( BLADE. TYPICAL SHUTTER ASSEMBLY f I A.P "`2/1.7 ,OPICA.PROPERTIES 00ADDADD WCSea+MX N.T.E. 'i." HY PIN @OR(a AT T ` ra3z norm .1awon.nnexins ssiioaa ALM' (2) HV PIN 0 MAY BE USED IN LIEU OF (9 AND ONLY AT � E BLADE'S KNUCKLE. 1 EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HVL/ 0Q.3za _ (SEE NOTE •FOR SPECIFIC CRANSY ASN 17792 0.043 roam 0-043 IDM BLADE WHEN CORRESPONDING TO INSTALLATION "(1", SHEET Z. 4 TY;-1! Qi Tis l+'J REQUIREMENTS) 1""'A"00 �\ \\ 1739.411.0.MD 3781100171 tt AS N 0639 9,400R.*i 9.AQ ati. ( ) ® ® / / f "IItP� ; I T1flNTV1 STRENGTH AT YIELD ASTM D790 40,500 Ps 1. 343.0D PTA. 3 HV PIN OR W 1/2" O.D. 1/16" THICK S.S. WASHER '�' I ETEzuRu uoaAus ASTu b296 340,000 Ds xs.06o pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ."'"4:.;., 1' WAGE SHEET di 1110107+¢0 ROD Aslu 0236 II IT-06n FT-IDA" WHEEL CARRIAGE DETAIL Ewa DEIGTIY AVM 09043 412 z 64.3 5 WAX N.T.s. ASSEMLY L BAY4LI7 RATE a 91.000010 AMY Den c-+Ct C-/C ry LOU ip+tDDN ASTB 0I929 1010'1 980•R tse11.50360 AS01E 6105 1010309 STREWN A TETE KA.MNM�NL ASTM 638 9302 P.0.1. 9840,99 (1 i HV BLADE SOLID & IS STS � HV WINDOW BLADE DETAILS Tx.EATNRm17 A638 6461 p.91 6890 Ra/. N.T.S: ,+JNrsroisss,,. .11/.. A p,Tity,�yk. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, •i 1,.... 0 2017 EASTERN METAL SUPPLY.INC. ,,' � ;........... .c"•.`. x 82017 NLTECO,WC. BERTHA HV7TM A.S.S.A. qr(,"A" i L I E C O I N G ` Accordion Shutter System HY. BLADE#1 w/OR W/0 H.V.MOM RDE - ; M'4 ) ; American Shutter Systems ,No DESCRIPTION DATE DRAWN 8T: LC, '�4r� '(' TICCIT TESTING & ENGINEERING COMPANY Association, Inc, s OLD 15-085 07/27/17 BATE: 07/27/17 pQ X'•,,ht a'' Bass On,3811.( s5,71 155. Foos(05,)8 1-153 33169 4268 Westroads Drive 2 p Phone:(aos)e7T-1530.Fox:{3as)a7E-Tsai DRAWING No L7' ""' A. ' - 41E o-m t:L91acoOcoLoom West Palm Beach, FL 33407 a /DNAI ,' EB-'t17-107 A'Tj77,'4 WALTER A,MUT Jo P,E. 4 P.E. SEAL/SIGNATURE/DATE �Q5090 LC.6 44167 G SHE 4 OF 20 • g)• a 3.0.@..0.0- O. .0. 5 e3,.'U�'a r--Y-t•Q *NOTES ON HV LOCKS AND CENTERMATES: 1 (j"B,• ., ?1 1. M12 AB RY CON BQ.,9 it: ONE NV LOCK C"''or SHALL'.BE.USED AT 1/2 OF SHUTTER SPAN. FOR ANY SPAN `` OR 12'ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP.TO 105 AND FOR INSf 1TONS AT ANY ELEVATION.NV LOCK.M7 or E MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 9,9 OR . ` 1 ._ �1'n CENTERMATES w/(2) 1/4"0-20 x 1/2'LONG FLAT HEAD 5.5.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON I ' Oa®w— I I III - TYPICAL SHUTTER-ELEVATION. r,R i 2.OPTIONAL CONDITIQN 1111 IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV T6 e.120 `"=a'I If' LOCKS D 90 OR BJ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 43 I ,-. IgD yyr OR®SHALL BE AS INDICATED ON NOTE (1) ABOVE.w ,' LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 'K pf°aaa r.__ 3. OPTIONAL COND(T10N #2 ALO ONLY WHEN MAIDATORY CONDEMN I 0: MITED MANDATORY CONDRION '" /2 IS USED W/IWO H.V. LOCK ); LOCKING RODS �1 ARE NOT REQUIRED AT-HURRICANE POSITION, BUr MAY ,a r- c t 6oa3�0 oa(i4�� �� °91�.� BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS O�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE,POSITION). BO 4.�ATO�CONDfrION i2i2:ONE HV LOCK �oo SHALLBE USED AT CORNER CENTERI.IATES FOR ANY SPAN 3`� E{ 'erI �I' AND INSTAIIATIONS AT ANY ELEVATI AT TOPON.HV LOCK(24 or SHA L BE USED AS AN OUTSIDE OR INSIDE LOCK, �"G C ) ATTACHED TO CORNER CENTERMATE W/(2) 1/40-2D z 1/2' LONG FLAT HEAD 5.5. MS. TWO LOCKING RODS Lis & T'ToM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ' Rly§ HDC-11YC ESN 5, I I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I p O „3 g$g. '�-- Oda 5. ALTERNATE TO MANDATORY cON•RION 41 VALID ONLY FOR IN LOOK , WI SYMMETRICAL CFMTERMATFS la Ir II ONE ALTERNATE HV LOCK(MAY BE USED IN LIEU OF NV LOCK 93 or R3 FOR ANY SPAN AND _ _ 1g-ao2 I g7� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE'OR OUTSIDE LOCK.ATTACHMENT ! '3Neg 1,-ac. ; mss; OF 1/4"0-20x3/4" 5.5.THUMBSCREW TO @)OR(g CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. RV_ .&if> NnHn-Hyvo h5.. RNNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t ,x,17 \gga a V 3 LOCKS AT 1/3 OF SHUTTER SPAN. I 'k �/ ''•I'' III v 4'iJ I I 6.li611D T•FY CANDRIOY iz FTOR FYSTONE MDUN7IN NSTAlATIONS: ONE FN LOCK® Pr or SHALL BE --- I - I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK fa or(5 or(8 MAY BE USED AS AN INSIDE OR _ ! I-1 OUTSIDE LOCK,ATTACHED TO 9l or a SYMMETRICAL CENTEJTMATES W/ (2) 1/4"-20 x I/2'LONG FLAT HEAD 5.5. JI I 1' ' M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 SEE END - I - ` 1.•--0-5* OR,)TOP AND BOTTOM IS COMPLETELY MANDATORY. coNNEcnaN ;. (� /� �1 r� 1 DETAILS ON o. pi 0> Y 0' 0' ©' V Q' '> 0> 0> 0' 18ITTPs 10 FULL 0' 1 f *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. \ � OF CORNER 1 , . ,. - uxwrtro av'H--- — t ONE ALTERNATE1. • V •'4 •,',PI r. 1 1 •Ia,IIx:...R. • .,r 11 CENTERMATE �. ONE HV 'T" LOCK VI MAY BE INSTALLED IN LIEU OF'HV LOCKS®OR FOR ANY SPAN AND 1,13� 'I00 6 •X00 8 00I)•`J. INSTILLATION AT ANY ELEVATION. ALTERNATE LOCK ® ,AY BE USED AS AN INSIDE-OR OU'SIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER 77),AS SHOWNONSECTION HVG, SHEET'9 WHICH MUST BE TQo•.15 ax(171, a+1�,(1 y',.m \ CONNECTED TO CENTERMATES 93 AND I W/ 1/4'0-20 x 1 1/2'LONG 5.5..THREADED BOLT W/7/6"0 x 3/32" WINGNUT OR W/©.Ci'•i©010*�Z•(S co MAXIMUM ABOVE D4•BELOW 1 MIDSPAN. USE DOF TWO•L000x K NG.RODS 0 TOP AND BOTO13'RNNUT. LOCK MAY BE M ISAMAN MANDATORY. ORD AT"MIDSPAN 12" �•®aeg• IaAR®•93. •C>c0 0•Loa 1 W•n✓A..�?j•6A *NOTES 0 HD LOCKS & CENjERMATES: I, ,. .;q, 1Z .. aa.0 :..I4 : ONE ALTERNATE HD LOCK( MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION 11V LOCKS 2+OTT FOR ANY SPAN AND INSTALLATIONS AT NAY ELEVATION.ALTERNATE HD LOCK 6)MAY BE USED AS.AN INSIDE OR-OUTSIOA LOCK.ATTACHMENT OF HD LOCK(34)TO®6 W/3#8 x 3/8'F.H.5.TM.5.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-TINCT AND AOC-INC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN'OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF'LOCKING RODS g IS COMPLETELY OPTIONAL (rrFlf�lttllA"'y,.� IRI.' iU DIN , I It `on' 'igh I eTOcity 'urricane one) —,Te"`T...I' T1 • 5)2017 EASTERN METAL SUPPLY, INC. I""� 11P� /j` 02017 TILTECO,INC. _ a '��cENs �� BERTHA HVTIA / A. y Accordion Shutter System L'I EG O 1 N C. . . . . RV_ 0.ADE#1 .W/CR W/0 H.V.%MN BLADE 71r _4 / / American Shutter Systems REY,Ho DESCRIPTION DM DRAWN BY: LO. �� TILLIT TESTING & ENGINEERING-COMPANY r OLD 15-085 07 / • • .E IF /� Association, Inc. /z7/1T DATE, 07-'' 27/17,y :1 COSS WW,]b'R ST.5,e.105.Y,RPNu.GPOEl6,FLINNO4 33141 ;� ''!�(ORl�p•�;:��� Phone:(305)871-1570,Fox:(305)871-1331 4268 Westroads Drive 2 DRAWING No �Itp(•� ..' 44 a-met DReeoOod.com West Palm Beach, FL 33407 s 1''VV/"NAL -*),T'1 WALTER Jr.P.E. .. 7-107 FLORIDA Lis./44167 5 SHEET P.E. SEA1.7111WURE/DATE 6 5 OF 20 --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4'0-204/4'S.S. CONCPOURED RUSHEEP i3) CONCRETE ANCHORS MACHINE SCREWS REQUIRED \ REQUIRED 1'-`- i"" -- REawREp --- � roR I; (SEE SCHEDULE ON W/ 1/4'-20 ._CONCRETE ANCHORS I 07 18 0EYSTONE(SEE HOUNDNG poi sKet 7) SHEET 13} NUTS 12'O.C. (SEE SCHEDULE ON SHEET 13) . •I i i 1» I. \\ I Mtn. .._1f4"0-20x3/4'5.S. PAID. T----- " �. 12 07i t t .--EO---£0- MACHINE SCREWS [-co. EQ- USING 1/4'-20 mos i J2 t F/2' t4 12'0.4. ��i'' � U �� •. 1'O�R C? 1/2 III .250'Max. ! J 13 oR 15 ' t 3 f 5 II ♦' f E:'D.M` _-.. .-.-N .250" I ' jE. D. �`v.. L I .250"Max. l i4'�`r' 1 t i I Max. i 1 :I -E.O. (, 1 i I / . E.D. 1 t t }i !' ^ / r,. OPTIONAL i�r. i 1 '• . jPTIONAI. I I r u� 1 TO OAPs(SE ,' I L wow_EN WIT 1 =. MIN.SEPARATION TO GLASS G thii `� • I I me BIAOE(Dora 1{ON Sat 19 MR „t�OR '-' _O E GLASS--( (SEE SCHEDULE ON SHEET 11)."'�-"b .. t..0G NG , toms CD&{,r�}+ I MIN.SEPARATION TO GLASS iJ t ' .- , A 'I`-(SEE SCHEDULE ON SHEET 17)--' G1A55 EXISTING „, 1 1 GLASS- »_1 - HV WALL HEADER INSTALLATION A� HV WALL HEADER INSTALLATION ..____4.,--------4-1 Y—-”— HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS I E%GiiTA55-- ' -� F.xISRNC f---"(SEE SCHEDULE ON SHEET 11) I O ro a/Ss( 1 9 I f OR d..., MIN.SEPARATION TO GLASS I I I t GLASS) Ii1 r--II6t 4 `(SEE SCHEDULE ON SHEET t 1) I OS Dal 19 KIR L i I i 1 ' W ONTE5N&e {t, , EXISTING - ' - .i-OPTIONAL 3. 1## I GLASS—;, I I E0.! PI I' sl t IIr; r ' 1/4'Max. L, E.ID* - C::?' M MON. ��xnppyl'}IP{„'�]]L� i l f r;,•-OPTIONAL 'i u' !, '> .. t 3 OR i S lig- I I �•T Pr' 4/2. �. (��; co.jr E� 12 oR 14 . i t/4'0-zox3/a'S.S. Min. I PHILLIPS TRUSS NERD I T/4'0-20x3/4.S.S.PHILLIPS f 't ,t L-EQ uM EQ--if .MACHINE SCREtVS USING • t CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS � t ff, r , 1701:181:..1 1/4'-20 NUTS 19 12'O.C. �' ` .� (SEE SCHEDULE ON W/1/a"-20 NUTS 0 12"O.C. �--CONCRETE ANCHORS ^ !t POURED CONCRETE--- SHEEP t3} f {SEE SCHEDULE ON SHEET 13) , Min. POURED CONCRETE J OR CONCRETE BLOCK OR CONCRETE BLOCK . I A'� \5,,(INCRETE ANCHORS REQUIRED � WALL REQUIRED J V WALL SILL INSTALLATION _I (SEE SCHEDULE ON 0 HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (ED HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ i SEC SHEET 4 FOR TYPICAL SHUTTER -"`E D.v EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR BLADE ASSEMBLYMUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE H Y ON SHEET I9 (1) IN ANY WAY TO SUIT ANY INSTALLATION. - 0/,ff"44frt, 0.rill400/, .R A.1%/4;- . FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) '{ T�rF1' ($72017 EASTERN METAL SUPPLY, INC. 0 '4A.`1."'NNC7GN.9 ,, 02017 TILTECO.INC. �.'•: BERTHA HVTM 4 -:. Q Accordion Shutter System * IiL.IECo INC. ■ ■ ■ ■ yv. me of W/CR S Kv twrnow EWE ''U it A American Shutter Systems REV.NT DESCRIPTION DATE DRAWN BY: LC. ti TILUT TESTING & ENGINEERING COMPANY �a /•lQ�t Association, Inc, i OLD 15-085 07/27/1 DATE 07/27/17 ',...‘0,41101.....-7,4<4,.. tti Fars N.W.3I(.05)71 12303.A Nw GARo Ns ft 103a 3314E 4268 Westroads Drive 2 %-�ss/+�NAL `�6 Ft�1 Pham:(305e�m1dL tooD67id.<om�5)871-1531 West Palm Beach, FL 33407 3 DRAWING;O°7 art' EB A. SLUT19 4 ''"''I..rlr.•('`• WALTER A.MUT Jr.P.E. 3 SHEET - FLORIDA Lic/44167 P.E. SEAL/SIGNATURE/DATE s _ 6 OF 20 C"� CONCRETE ANCHORS MN SEPAWTKC! _ r . I V. I i NW.SEPARATION 11T 1- .11-01 � • t. CONCRETER \ .(SEE SCHEDULE'ON SHEET 13). 03 MASS(SEE _ OR ® EXISTING I 0 $ SOMME I w 5h,}3 ;•(5¢StREOUt£Orr A' REQUIRED \ EDGE OF 11 RR(Ass Nxo,•+ . g GLASS--{ Yx eauunow fl g t, S 11) ' // 3-- PLICLAB B cki sat 19 RN"X$61410 T ( 1 r—(si g+`ASS m a& it ' l G p APPLICABLE EXISTING ;3 I i 0 :T. i _ cr.slim 10 t Y 4 I !!! g/ GASS✓ I ALTERNATE J. i 1 i IDI qqI I I{i,, EXISTING} LI { i 1/./..// -FEQ i �,. +1r;//. LOCA?ON 1 H I vii { ti -_ II GLASS ilid10r3L4"REX WAVER HEAD ti ___ II i • / , -�'{1; { _� i 3 OR t$ ( 3/11 MtN. �TEK SCREWS 0 12"O.C. 6 " EDGE OF Il+.;:, 11 III ,Q1 i 3/8 rok �' CONCRETE ANCHORS I *mil I / J $lAB IF 1'� 1y ® r^) /,---(SEE SCHEDULE ON SHEET 13) i E iH9i•p'` / • t , , APPUCABIE S HH tia l`.+� I. moi p ( 1 r r I1!. J I / SLAB tE I_/-- os `_ EXISTING •-, 1 Utl OF � 1/2 1 51 h O!F I /'.r: APPLICABLE SEAWARD. 1 1 t APPtJCAB1.E EO E) APPLICABLE pOURCp I POURED FLAT HEAD CONCRETE ANCHORS TO ESASS'(SEE t 1 jjj CONCRETE 50 �6N SEE' 1 ? r. /T �,. 'CONCRETE E. O'*- REOUSRED- (SEE SCHEDULE ON SHEET 14) -I I1 tat BATE ONG ' POURED-+' _ _..:..,... .1 -- REOUiRED BM6@8� I, .1 OR CONCRETE FLAT HEAP CONCRETE ANCHORS sixr 14 FCRREQUIRED I -E.0.' E.0.*- (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION "!" VALID ONLY FOR UP TO +70, -75 PSE A.S.Q. �I.` NV FLOOR INSTALLATION 'f" OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER 0}!V CEILING INSTALLATION SCHEDULE B3, SHEET 11 EXICSR1151r YN.4PMAIWN •l I j____ CONCRETE ANCHORS (5TE 15 TO (SEE SCHEDULE ON 1/4.0 11W BOSSES 1010ON 14/ M1�T I1) -O SHEET IS) 0! YddAAE •t NtNANCE1 4 S PMDRii '----{,sir s ar+1s { BxisnNG T_._ TECHNOLOGY Mt 1/47/PONERS 4/a EXISTNG�•..r (jj4 I� EXISTING---t LAK SFPNNR 1 TO DOSS GLASS---, FASTENERS TIPPER+ANCHORS w/ MAX. GLASS i4 Li "i(SEC w�LJinE 4n S4EGE VW YN.e.3.44.10 'MOS 1 3/4•WN.DA4EONENT M 6• 1 D" "I(any 4o4WLC aN a 11) O.C.FOR UPTO 6'-0'SPAN MID _0...I 4.0.0.FOR SPINS LARGER THAN .�:�Try }N B +'�' 6'-8`4A'TO 8'-0'(a0C MPLY/-I, OIi I I `ARA%, V SE4PN('ATS FASOSE B ER H rY�I� "•� SHEET ti FOR U801*11)s 3' ,�I tfX. 8 a 4 �Ta,3/a`HEXs.,,.45:. . ).wx n' 4a I g I'��' ! t OR " / i(p�[ iD i TEK SGREWSD / / -• .CONT.SEMANTT-�"" • `t .�-t )—j• t -'- f " Tera ( I 1 8 i e 1z'o.c• t Ia e s rl. 955x3/a" HEX HEAD.,_/1 rL `fig / _ 1,3 \,,, 1/4•r,-20.3/4•SS YS TEK SCREWS 0 9'O.C. r •<' ;(T4x3/4's.es. . . 1/4" f, . - CONCRETE ANCHORS' - 7 31: �' L i / 11, :". USING 1/4.-20 NUTS OR i/ab-20 9"M.S. 1 / _;, 0 9"'0.C. a I'rr Mo.. Ir'• "r o 12.OC. W/NUf®9"O.C. -(SEE T 14) IE ON 3 ` / 'I/ S .rte I / I C�..J !1 ({� ..I ( SHEET t4) "� ;f t �y0R i8 Y' • „)2.00"MIN. ! MIN STRUCTURAL WALL TRIM(DECORATIVE i a r J (1 '/ ;` -SLAB ff / _04.3/4 F.H.S.O.S. 1 " MIN. , . . , i I r ' / APPUCARLE SGL) {{ '. I ®:9 C. POURFD CONCRETE tet. �,,'1-L=7 7/B',/ �I.7/8' - 1 ��CONCRETE ANCHORS SEE NOTE t3(6) 4 ^ I�v '� � , -.�RED j I �. - _y ONE NOTE 13(6) , EP' POURED CONCRETE (SEE SCHEDULE ON ON SHEET I ^ / / " /,i -. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 •----.3 •' REQUIRED DE IIITC0 CONCRETE BLOCK = � REQUIRED (hi�KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED) �'/ ,HV WALL FLOOR INSTALLATION ® NV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.DEVON PRESSURC+64.-72 pe CONCRETE MAXIMUM SHUTTER SPAN K-0' REQUIRED Q NV RAINGUARD INSTALLATION t nGTFi INSTALLATIONt THIS NOTE FOR COMBINMQN OF SECTIONS: x E.O.=EDGE p15TANCE REMOVABLE WHEN PERFORMED - ADJACENT TO AN OPERABLE.MT 41SEE LRAITATONS OF USE FOR 1=SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE to ON.SHEET 19 INSTALLATION DETAILS W/ (1) HV BLADE ASSEMBLY j111110s N ANY WAY TOSECTIONS CAN SUIT AINSTALLATION.iNEO. 1111� t�k 7!/<�'�! FLORIDA BUILDING CODE(Non High Vetacity Hurricane Zone; g34Y` .. f (51 2017 EASTERN METAL SUPPLY. INC. r,"•N.`tEPe1sfi• ,, _ 02017 DLTLOG,INC. BERTHA Hl/ Tm A sA a" , :� Accordion Shutter System a '�' :�► �1 I.�;E C d 1 N C. ■ ■ ■ ■ Itv. BM#1 w/CR w/a H,v. w(rmow EtADE • ' TICCIT TESTING ENGINEERING COMPANY American Shutter Systems TLV,No DESCRIPTION DATE DRAWN BY: LC. ` G? fM �Q S+ Association, Inc. 1 OLD 15-055 ME CATE: 07/27/17 ORID�.:' L` 6355 NW.361( Se.,Sm.355. -Foo GARC00,F RDA103 33166 4268 Westroads Drive z '24......4/5/, • iA Pone:(3as)971-ts30.Fe::(3as)97,-1331 DRAWING No DNAL 0�\ il .-ma:OT,T00 a.cam West Palm Beach, 'FL 33407 3 17-107 A,4ne/r"'041O A.DL 714 4 •...,......1WALTER.M TWT:r.P.E P.E. SEAL/SIGNATURE/DATE ROR®I Lc 44187 6 -SHEETOF 20 SEE END WALL CONN CTIO DETAILS ON SHEETS 10 & 18 * SEE NOTES ON LOCKING RODS 0,UV LOCKS 0 or 0 N - Is INSTALLA-noNS W/ (.1 HV AND ALTERNATE tiV LOCK ta ON SHEET 5. OUT . '‘N 9. 4,, IN I / —EXISTING GLASS ** • BLADE SUCK DETAIL HVF IS VAUD FOR ALL / BLADE W/ HV CENTERMATES CENTERMATES APPLCATION WITH BLADE° . , r , ! \op 043).0•0.®.0.0., q...:t # OR ti SEE END WALL CONNECTION. ' i \G*0°'©-0°<?)*Om r---EXIS1114 GLASS DETAILS ON SHEETS 10 & 113-1 , 1 0.0•0-0.0-3- -2_ -- 1 1 I O.0-0. 0.0 ci"/ 1 ; rx.2"41/8"xtr-2 . I a Oc'E)'0'0*0 ' 1 3 1/4" 7" B 1/2" (8083-T8 ALLOY)ALUM. ' PPP9SING SYMMETRYCAL ANGLE W/(2) 1/41:1 TAPCON \ 1/2" CM 0. / I CENTER ATE$ .. , — AnutoRs TO CONCRETE . I---i — CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& ' ,..... #1003/4"S.M.S. W/ HV LOCK e or 0 W/ HV LOCIK „or.(..9, TO GLASS (4)/100/2"S.M.S.TO TL030 \ 1 1 /I 0.C.FULL LENGHT. (SEE SCHEDULE AT EACH ANGLE.(1Y0 '', I i — 0" "i* .* 1 IN i (34 a ON SHEET 11) •S': 1 C)* s. 1 }-• I/ 1 I — . -'- .., . li ——— — ., —. 5 -(Z ......5 ,* A4ritiji,.A*//Illrro -,./ 0 0 / -,,,..9.1.„ ,, ,.. .._ I >. 1/2 1/2 i .., • / 0 & 4911 41)/[10'0) \''• 0 •:‘apir 'MEM' 0.13040,003.0 OP HVA HVB 0-0-0.0-0.0.(1->' r-DUSTING GLASS HVC ,--POORE()CONCRETE OR 0•0"21°0•0•a(;.1 0.0o23,05401.0cR 1 CONCRETE F3LOCK WALL REQURED 6v7}7 I N. , ..,_.. _.1....„.f___._....__— EXISTING •0'0*0'0•‘L.:,'A ' SYMMETRICAL ..,..,...* riN-T- o-7w.@-v.i....,-(D.0- MIN.'SEPARATION • -'t -:\r-- -i,---i f----..., .6,6..0.61.6-4.6D 4\,_Exis-nr1.- CENTERMATES* r-c5 0°0-0'0-0°ta'- (sErsTattLE 15P s 1 j_ :,.-_- -_-__:,..- -.4/.\/-01 w/ HV LOCK 0— i OPTIONAL / \ * Agi (INTERIOR) 0...0,,0,..Ow&0 ON SHEET 11) MIN. SEPARATION @ ' *4 @•0 TO GLASS IN OPTIONAL —\\ -- — 4: -, 7"----1.,./ (SEE SCHEDULE -, - ON SHEET 11) ' (INTERIOR) \ / kT'it f '' I i OUT / i_.... _ _____ ____--ic , / ,„ , .,// .., r ,,, / 0•;'; , . , . .41h.* .........----. 0, 2 b 'IC" '' 3) 4 VARIES., , - sq 00 ____, repoemorammimunommomi.. ." - 1 \ .4), "'W 7 ,. , , 1 --„ - \ "13, 0 OUT 6 1/2" SLACK , nIZIIIIIIIIIMT7' — r , s - Imer r...— (EXTERIOR) 31. 1.0 U T ©33 \-*C HVE HVF** HVD. .,,,,mw,„,,,, ,,,ekta A.r ', FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, • .)‘..,,,,ir,..-...........74/7-1.4. 42017 TILTECO.RIC. 0 2017 EASTERN METAL SUPPLY.INC. $ ‘T'''''. .'"' ,Ntf ENS......4.(1513. , e ''. . 1. BERTHA HV-rm .:... : t!!! !IAccordion Shutter System / IILIECO.INC. \ A.S.S.A. : • _, ..... ,,,,,, , RV. BLece tri W/OR W/0 RV.WIUM,BLICE American Shutter Systems nf," ..:ii,L,„, ,i TILL1T TESTING ic ENGINEERING COMPANY REV.No, DESCRIPTION DATE DRAWN RN L C. - * •0% i '''',44,7 St 6.365 MW"M.M.SL.Stm.30,',PUMA CAROM FLORIM.33105 Association, Inc. t MO 15-065 07/27/17 DATE:, 07/27/17 Phone tc,,,e-:(305)871-1530.50.:005)071-1221 4268 Westroads Drive 2 DRAWING No ............ * e m-rnot:tAterco0aolcom West Palm Beach, FL 33407 3 -61011AL t•°.'' WALTEEB-0005719 R A'NWT Jr.P.E. 4 -, 17-107 '''''.....,,,,,,,f040.1. FLOROA Lk.11 44107 S SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 • ALTERNATE INSTALLATION W/HV "T" LOCK go,. HV MALE/FEMALE "T" LOCKS CENTERMATES .0) . ®9 Sc LOCKERS ql W/(D HV BLADE * sEE END COW ECTION .ETAILS ON SHEETS TO& 1/1 INSTALLATION CO HV BLADE css OUT ., , u IN '.-.7--- *BLADE IDSUCK DETAA I('F,noon=ON SHEET 8, W/ HO CENTERMATES {t) _ . 1 AS WELL AS UNNERSAL FLOATING BADE ej)OM.MX-NVO. 0.43.0.0.0.0 iii:tcato.i:;:iDnrit ViEtt LOS vitAO;BE.A.;SHenIs:TTI,EETA HoS ALTF.RNATII I SEE END WALL CONNECTION Alp'0`"0'0"`e)'0`" LIEMDSDELIHEMS121L11 0'C.)'0'0'0•0' ci. 0 1@.0-0-0-0.43 0.0-0.0-011-0 --caitwl= _ (mom) -e* MONK. ( ) , (TOPPENTOLA. /- - 4) I (4)1,041/7'SAL&TO TUBE /1043/1'534.S.o 12" -EV---i---- 1 1 Af Egol MOLL TINF9 0.C.FULL LENCHT. LIN (4)KV. I . IN i (0 H.V. i_ *HY. if — 0 piftiS PINS MP.) roa SCHEME • 5 0—'''' i) 5.I / LOCK (INSIDE) Ma• M ILa , ErVAILIALIIMEI — 1 if UMW * ------------,--- - .----q---. 4Atlic:c.m4 .0c:61 1 beittprwl-___ — ...---2.',..-----ii- .;:-!-: I - A*7 -14---. '-'''. I'ait- ' 0 Li 1 . 0 44) 1141T-43 -0-\ Niii 111°Tadit. <,11.. .1-61""ItiliNe 111111, ' .1* 11WIIIIIIMWILW `WV 4c11/1111, . 4.'---1111NWIIIIIMIIIIIINWIIIIF - alalliiiiMIONIIII Itgr,ANMOON////i - i-- ilairmiel' .. ,t --.0//////////////f/INIIMIIIMININIIMISIONINIKIIIMIIIIIIIIII\.. Tr OUT '4137 0.3ROI 0 (1)cc@ Om ED 003 e ;UV' ' L 35 j 6 m 1/4- 0-20 x 1 1/2" S.S. .S. (OPTIONAL) *SEE NOTE 6 FOR HY LOCK 0, 0=11 w/ 7/8"O x 3/32" MCyl_ ,_____ WINONUT. tormasw HDB-HVB LOUT HOC-HVC i.LOCH.ON SHEET 0. ,„-,W 'USYMMETRICAL HILLENTERMATES HV "T" LOCK (OUTSIDE)-/ SYMMETRICAL HD CENTERMAM HVG* V.„.(Ete LOCK (EXTERIOR) W./ et LOCK NN.TERIOR) t SFRIEH+Ail&ALLAANUM (2024-T3 ALLOT)LARGE FLANGE THIN f.43...0.0.0.0.@.. SHEET NRITSERT.PART I 0620. AS MANUFACTURED LIT ANDEL CHUM ,,,..."--AT 0-0-0-3-0- =TORN,PARHAM/TY,NEW JERSEY ,,,,V. 07054 OR ETFLIAL 0.0'0•G'<3.43.0.@ - , 00 *SEE 00125 01.=Km iccos0 o Fa(E4,Loco on SHEET 3 '1-.0 r0 **warn&ouroc ouce3)3Coc.occ-ova ts N.- woo roc 3u GEMINATES APPUCATONS ono ELIDE(1::/ ,. NIIIIRINEr -- HOD-HVD** FLOATING STACK oggittlAW,,,,,, A. iki--,. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone; it'',..cr-- ............ 1, -i... '''". ."'‘..\CENs"... 4,,,,s. 02017 IMMO,INC. It 2017 EASTERN METAL SUPPLY. INC. (4...%15'it BERTHA HVTM *: °.4,1. h.-..... 3 Accordion Shutter System • , / ilLiEC 0 INIC. \ AMISIIISIWAll RI/. OWE#1 W.,/CR W/0 H.V.WittICW BLADE ,131, lir" , . ,_ i - ; American Shutter Systems - -,/i/c, ; TILLIT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWN BY/ L.C. 33163 NISSAN.35t6 St.SH35.5, Association, Inc. 1 OLD 15-085 p7127117 DATE 07/27/17 . AN .. 0. t N ..• tc,;tv. . VIRCOAA GOONS,ALMA Phono 1(305)871-1530.Fox t(2os)571-1531 4268 Westroads Drive 2 \, DRAWING No - /0Af-A-CE..0\7e-rool:LltecANTRoolocon EB-00067117 West Palm Beach, FL 33407 s . ----'."'",,,,,, I". WALTER A TAUT Jg.P.E. 4 17-107 . FLORIDA IN.il 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6. 9 OF 20 . ----'-' ' (--7------.7'"--..----POURED CONCRETE . POURED CONCRETE . . POURED CONCRETE ///-POURED CONCRETE OR :/ • \.' / .' / OR CONCRETE -, OR CONCRETE ,'\ CONCRETE CONCRETE BLOCK WALL ".. ' BLOCK WALL REQUIRE° BLOCK WALL REQUIRED .f.' " ' t . •/ BLOCK WALL REQUIRED REQUIRED . / .- i. . ,.."'/ .., , . ... , ISTING GLASS I EX .' e .., , ,, /-EXISTING GLASS r , ,, / • t ., , ,-;:..._2-MIN. EXISTING GLASS t CONCRETE ANCHOR / „/-EXISTING GLASS e / 7. „/ , ,' T- ... ., .... ,... ® 16-CC - ,. ,, ,__ i,,, .., .- ., • .. IAN.SEP/PARCIN ....-"-- -I--- --5 r, . - .. ....., 10 GLASS(SW , ' ..'. ' M.N,SERMON t ii,,,,,,,,,mei.s:.:E.:771,„:„ ''' SCHEDULE ON SHEET /• MN.SEPARATKV ' . ,." • .' • TO GLASS(SW ,1 i TO GLASS(SEE .. . ' 11 FCR EXADE 0AND i , .-' I I I" G)CLASS(SEE , SCHaXA.E.CII ANGST ' . ,, SCHME ON SHEET 1/16"x3"MAX. - co sHr...Er 19 FOR -'' SCHEDULE 04 WW1" 11 FOR BLADE ONO (6063-76)CONT. GLADES 0 4,9 , 11 FOR BLADE.omia ,ON 41EET 19 FOR , ,. ........... CR%CET 19 FCR ALUM.CLOSER . 1/r Ill '' T "CIAIESIA17E 0 Mt 1.. i ELATES (1:14‘11:3' APTLATEEIT.HE(OLROFCA0SIDTEEi 162114.,-;t511 •\. i i r, 1 , OF(„S„)) . I !eiharser&8 I ...I • 1 1. i I I 4.USE 1"OR r MAX. HT I .., ,., I r\.,*: l'....._.../'...L......,.-) (AALAIPNPuLmICABculpE)ANx2"VexEr-2" k 1.-- 1/2"MIN, : 1 1:, • 91C1x1/2 EMS__,J' I 1-1 4 „........._ #1011/2"S.1.1.S,__; ea, ..... 0 16"0.0. I ''', „, _ <-,, B IS O.C. wit:-----<."- tr 1,.. ----"--,77"--' 0 __WA. , -- -3 (60o-T6 ALLOY)AT MIDHEIG \ "lit& I 111116,,, I ai),\ iji ''- .,/ . (1) #100/2"S.M.S.TO 0 3: A.., • ' 1 -1 \ (2)1/4"0 TAPCONS ANCHORS TO ` • i . WALL AT 1°D.C. (LOCATE AT SEE DETAIL X FOR.] A-"knO EITHER SIDE OF(g)) 0 OR Cr\ SIDE CONNECTION C5 OR (13 ,.. . ' I 0 OR 43" - I SEE DETNL X FOR-/ SIDE CONNECTION 0 OR as„,,,,*''. 1 TO TRACKS - ['V.0.0"0'0 .0' SEE'DETNL X FO 0 0-0.0-0. 10 TRACKS -8;7V.0•0.'0*e.o- e.0-o-o-0-0: SIDE CONNECTION TO TRACKS Q9).'@'0.'(>031•0. •0.0-0-0-8.0- . ..0•0-61.0. 0.0.0.0.0.0.. 0-0•0-0-0•10- 0•0•0-0.0-0- 0.0-0-0.0.0. 0.13,-0.0-0.43- (3•@-(131-0"0*Ci. 0.0-0.0-0-0- 0•0-©.0-0.0- 0-0-013-0.0-43.0 a0-0.0.0-070.0 END CONNECTION DETAIL() END CONNECTION DETAIL® END CONNECTION DETAIL C) END CONNECTION DETAIL® I 4. REQUIRED ONLY FOR SPANS GREATER THAN 12-01 /-POURED CONCRETE OR ' , • . ... . CONCRETE BLOCK WALL /- EXISTINGAS 0 a' , T-"EXISTING GLASS , ,,' •' • REQUIRED I . , . 1 s .,, .., . I .- i , ,,. , #19.i/2-5.1.1S,'' i MIN SEPARATION / 1. ,.._. -...--,.. 1 I el ____ __.> .„`... • , . UTE Y.PAMTION ,. , TO CLASS(SEE , / ___„„ `0 ORC)OR 0 OR . , SCI-ECUE ON gal ., ,. 11 FOR DIME C)AM1 CONCRETE „./ \"„1/2"MIN. SOWDULE CN SHEET ,..... i'l•`;'' ',- J ; .--..-- - ,ON SHMT 19 FOR ANCHOR 0-, ,,\ . \ ' 11 FOR BLACC(DAND gc,RooRG)OR 3 (Dac 12) 12"O.C. / J ON SHEET 19 FOR ;41r4 I r . *---i CONCRETE--\ ,./ 1 ORC, ' EQ SLACES1p&Q) I ANCHOR ' I r .. , 11.- 1/2`MIN. I ,, • ., . .... ftIV,-, /L::: ..[ L5 'CI' t _i 1 .....2. ., . ... .'iz _ *......-T--- ,. - 1 . . - ...' 1 sci . - (:).:arConat OR ....- - -._.. ...„ i2 MIS , . SEE UMITATIONS OF USE FOR --'' . - OORDORE3)0R3OR(}) VIEW Y , e, , , . , . ., 0 OR ON PLAN / C)OR 3. I 111,43.0.0.0.0.0' DETAIL X ,. ,--POURED CONCRETE OR END INSTALLATION CONCRETE BLOCK WALL \\ 1' 119'43°0-0`.0°C)"0' 'N.,,, -q_9)*43'13"(ak."8`13' REQUIRED \ Q.9).I@'GI'ID'IlD 4-4' '',..-.0"0'"0'0'0"6)''' 01 HV BLADE OR 0. HV WINDOW BLADE INTO \____0•0•0-0-0•a- Lb!..) -0-,0- 0 CONCRETE OR CONCRETE BLOCK WALL. 0.0.0.0.0..0. , 0-0-013.0- END CONNECTION- DETAIL,0. 0.0-0.43-0.0-qo • ." .. NECTI• I • L. .0306 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 0.,ci......,---......... ",4(."..•,... 0 2017 EASTERN METAL SUPPLY, INC, e "'. .5)11' 02017 TILTECO,INC.... • -•:. BERTHA HVTM . , ., . / IILIEC 0 INC. AIIISSSMA. Accordion Shutter Syst em RV. &ADE#1 W/at W/0 14.V.WINGOW EIAIX ...?itemetp i*i TILLIT -p. i,,,,,, ,... TESTING lc ENGINEERING COMPANY American Shutter Systems .0t,N. DESCRIPTION DATE DRAWN BY: LC. Association, Inc. NMI OLD 15-085 Ergs DATE. 07/27/17 ..,ets'•,,eC"t ., .0 44 4> '4355 N.W.360.St.,PA.305.lacuna cmoeNs,FLORDA 3346t t...,..,,.. ...t.n..R4D.....::4. .0 Phone:(305)671-1530 FC4:(305)871-1531 4268 Westroods Drive a. DRAWING No ',.:6'10)11A-1...VP'','"III e-,sr liimeo0aoLcom ED-0306719 West Palm Beach, FL 33407 3 WALTER A.TELIT 4r.P.R. 4 17-107 ' FLORIDA Lie.I 44167 5 SHEET P.E. 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M NIN.N-N,N N N,N N NN N N v : N O a p. .. f-tn Is o.5 Ito,',1.'111.°I Ml t I t 1 I I 1 t C g 6,6 9 0 p a x z4 Wt Wm wl DC C al000.n 1 1 1 1 1 1; .to � iirs. o. O�00 {nmmm,m i'rt,,'nI..a i I I I I. I 0 �c m, 2 r.P Z s m. N,,m-,ik.-1 1 I 1.' a g a Z � z� i001010. LI 0 5.N a2 ---- a0 o m m1m:0 ra m m m m CD 0 l I e N 3 CJ1 I 'o tIm w m to to co m m vi m to m m o z z o a. ' rr�� ung ac'w .�"c..�. 00 'a 0(000�VV n 1 t CCCIII °d0 u.,......,(-0, z, 1 mWmWcototoO .1 i S1t tai 1 T • ggE II.. 6:5H� yah; '-.r 5§ �0,. d, Gi: h m m.Nli rn rn,.ivi v 1 I�1 1 I 1 1.1411 oi� 50.. �Z !l4, $a 2 I a OIoia^ o.+ I t. I t ¢ ..33 o _ ' o ,o`o o'o!ao 0 0 0.0 a 5 ,,, . '? »NIr N N N N TN N N:N N N N 1 iv rcl, o'a o'a'I I IIt1 I I N 9.1 I I ( o,1 p a N H v 0 e G<���0},m Etl. �.- `M i , I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C HV & g HV♦ BLADES (AS APPLICABLE) •X. SHUT ...; S' • + OR L— FOR IL. TALLATIO i S I • WOOD TH H BLADE • LY S. •LL WALL FINISH BE LIMITED TO 105.0 psf A.S.D. DESIGN P;ESSURE RATING. SEE SH..ET 19 F•R MAX SPAN & ti 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE -ATING FOR NSTALLATION W TH BLADE I)& WORKING' IN UNISON T TAPCON WITH ADVANCED '1, ~_` '� Y 1 i THREADFORM TECHNOLOGY , d-"^W 1/4"m TAPCON OR "„, tI ': N 1 1 2 Min. PENETRATION �^••- !I TAPCON WITH: ADVANCED THREADFORM TECHNOLOGY = �`'~ I OF THREADED AREA TO ;• „F�� /W/ 1 1/2'Mn.iPENETRATION OF TNRFADED AREA TO EXISTING ( SEPARATION -....4-- � » i/ , f 1 i EXISTING WOOD HEADER. - ' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ( TO ClA5S( --QDR g ` ` i ; tt ili � (SEE SCHEDULE ON SHEET 15) ii i"j` ! f�7}��1p �•` 1/4.0-20x3/4*S.S.MACHINE I--SCHEDLAE ON SHEET ri l 4 1 t' t• f }I N.J C) / SCREWS W/1/4"-20 NUTS G 11 TOR DARE ONO—... . 414"311F'-"�: T t 2 pR< � y r�•..� Q-0 _/ ® 12`O.C. ON 54ET 19 FGR Sn I,." t —� 1 ( I1`Min• 7 O--)-`I x EXISTING 6 BLADES(p&(9 / i �'s I AcCaiN S% '%i0. GLASS-4 t. t (• ( �1... ,... ;l ) I�' ( W LLL ' 1 (r0. ig f i 4 i ` i I 1 -13'3ke M'......:`:,17--,s FINISH(/ 111 uu 1, t. 1 F� ; I• �� �, ! N�11NZ l .I IDNAL �II Se t � 1 1 , 7 j PI #:" tit s �t�.='11,....-OPTIONAL °. r ,,-�..-{j � ' ;,.• tr wat ;II ISI F IT�I 1t\.�•""� FINISH —�"'.)'"�" 1 EXISTING MIN. 1 �jL,.. EXISTING MN. ( i I1y "'©4R 17 q7 II til___2'x4'WOOD j •...0OR �. �.-'—"') 2•.4-WOOD ' I I.+ 1 I 1\ .....1 1.. i f4'm TAPCON OR TA'APC41+t WITH ADVANCED HEADER REQUIRED i ' HEADER REQUIRED ttt' �y EXISTING 9 MN.SEPARATION t 1 I d I {. y t11 1(t �;�4 1' ;i\ M n.PENETRATIONOETECHNOLOGYHREADEp AREA TO GLASS-- TO`WAGS(`GTE 1 ! tdtN.SEPARATION TO GESS =I I .i _ i_/ t ) {i1 EXISTING WOOD HEADER. I, SOCCAJLE os''` i ! EXISTING (5EE SCHEDULE ON SHEET 11) t 11 Ili t i jS i SLI. (SEE SCHEDULE 014 SHEET 15) 11 FOR EVADE IDAnO ON�..1•HEFT 13 RR E GLASS--1, ( ,I..-.1� .,.. ....t, 1 2'x4'CONT. SILL 1 &lLE.S 4&Q I I t -g .t 'i PLATE REDO. ..1_ ®}•wV WALL HEADER INSTALLATION (O HV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION --i-- — - ` I P I -t--- MIN.SEPARATION TO GLASS DIN.SEPARATION TO GLASS t'I� S EXISTING ICLASS�,,,-'. -. I: }) I ✓�-���� EXISTING t (SEE SCHEDULE ON SHEET it) t v EXISTING + -(SEE SCHEDULE ON SHEET 11) 1 0 '" MN.SEPARATION TO GLASS 0..J CIA55_.� GLASS-, WOOD PLATE"(SEE SCHEDULE ON SHEET 11)I I 4 1. 1 - 1 S S '..-�� 1 i s t 1/4`4 2Gx3/4'S.S. 1 HEO'D. t .._� II; " I MACHINE SCREWS II I III i,•. `'�-.1/4`m-20x3/•i"S.S. 1 USING I/4"-20 NUTS Ite. 'II i fl ry MACHINE SCREWS W/ i l - --;;,..r;-`i'.;':-i?‘:�`' mu. ' 1 ;; I �" 'I •11/4'-20 NUTS 0 12" I 0 12-o.c.-„\ t, I 1 'u'i `(.Yl FlNISH I I I•. j H 4 -'( i I.I (t r`�tl • t ;;'� OR� n OT 18 3¢ e, ����•- Al '"� (11 / [ . 7 /A OR a _ r!1 ' i I I. i \ it t r .rRETYO. I {) • ll T'(111t1-'' L. x 1.Min. 1 py„ q'i. 3 \ 1'lain. ANCED • i�i ����\ 1 t T 1(i.t, {}. �•�t t,/, i( T i T 1 L., T/HREADFO4-0 RM TECHNOLOGY WITH OR TAPCON 10.1/2" . oR 1 T t s ;} i 'i?) i� Atli t`i t ..f I; 'c 2 x4 CONT I;.I \ Min. PENETRATION OF THREADED AREA TO I I L1( 1,tt4 1I 1 ti -1/4.0 TAPCON OR TAPCON WITH ADVANCED i(,1 ,I, '.1,i. VVV1 Ijt ..••,' 111_�� ,SILL PLATE i:1 • EXISTING WOOD HEADER. i• I I itT i i THREADFORM TECHNOLOGY W/1/2" '—..2.A..\-1.......C......', s' I/4'D TAPCON OR 't REgO t- ,� (SEE SCHEDULE ON SHEET 15) I �l' i i MIn.PENETRATION OF THREADED AREA INTO PLYWOOD ti \ I IRLEDPCON WITH ADVANCED 1-SHE TERSHEA S FOR TYPICAL t )1 1 I 11i i WALL FINISH I V ' ti\ < 1/2`DIN.COXA N. H/ 1/2"S n TECHNOLOGY SHUTTER RSSEMBIY. • si L,.._��: »�` (SEE SCHEDULE ON SHEET 15) EXSITNG MIN.2"zt` Ai •1 ,1 t PLW1COp REO'0. / J2 Min•PENE7RATIpN OF 2-MOUNTING SECTIONS CAN BE STUDS o 16"O.C.MAX._ WAIL F'. S - THREADED AREA 1N70 PLYWOOD COMBINED IN ANY WAY TO Li/2"U.N.CDX PLYWOOD REO'0, R£q'D.PLYWOOD 70 SE (SEE SCHEDULE ON SHEET 15) son ANY INSTALLATION. I HV WALL SILL INSTA CATION EXISTING MIN. 2'x4"STUDS 0 16"O.C.MAX.REOb. ATTACHED TO SRIDS IN PLYWOOD TO DE.ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH � WITH SECTION 2308 OF THE F.D.C. SECTION 2308 Or THE `.;)HV WALL SILL INSTALLATION s SEC UM ATIONS OF USE OF ©HV WALL SILL INSTALLATION, F.D.C. BLADE 1A ON SHEET 19 FLORIDA BUILDING CODE(Non Hi.h Vetocity Hurricane Zone .0�7,1/..,„, i Lilt\DA U IEIHr VT1 A. / i_ 42017 TILTECO,INC. )2077 EASTERN METAL SUPPLY, INC. .s \.�0E� v , BERTHA �iVTM •` - A S A Accordion Shutter System *i eve O. , > I t L l E c O w c. ■ ■ ■ ■ H.Y. BLADE#1 W/OR W/O N.V.YANCC f:E.AM `' .p; .) • TILI,IT TESTING& ENGINEERING COMPANY American Shutter Systems .EY.N. DEsetaPDON DATE DRAWN BY: L.C. 7II'' Association, Ino. 1 . OLD 15-085 17/27/1 LIME: 07/27/17 A 8395 N.N.75th.St.0.e.306.N&G1W GARDENS,rieRMA 7314@ 'r ` ,L �t` ,IC Phone:(305)871-1530.FHA:(365)871-1531 4268 Westroods Drive ©_DRAWING No ORION •"*<4,Q,e a—m l:LntecotkoLcom West Polm Bench, FL 33407 a 17-107 .7 1 0 1.-_—<":0'....f ....NI/ "s0,44,1. WALTE D3-0006719West P.E. a 1/"�1 47 P.E. H 4lile DATE mom,Cc.144167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN 1+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE Q ONLY WALL FINISHSHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & DESIGN LIAD FOR INS ALLA ON WITH BLADE d& WA WORKING IN UNISON _ I EQ---^—EO 2"MIN. 4�z8"(Min, iJf15TING ,,..-EDGE(IF APPLICABLE 1/4'a TAPCON OR 77 �.."'l ,/ �: = (� TAPCON WITH ADVANCED ) I r"I:t / I I ;• - l 1 TN ENDFORM TECHNOLOGY STRU BEAM REQUIRED. /7 1i !1 f ! - _ ) '��� -- '.. W/t 1/2"Min.PENETRATION 1/4'm-2Ox3J4"S.S. OF EXISTING WOOD REAM ! /% / / i A OF THREADED AREA TO PHILLIPS TRUSS HEAD TO DE CERTIFIED BY .- / }� t EXISTING WOOD HEADER. Man. .-'l;I J _- .�.,_ -_-- EXISTING WOOS ' ! /,l t 4 ry ='" MACHINE SCREWS ARCHITECT PRIOR ENGINEER OR.' ..„__ _._ 7 11 , _ (SEE SCHEDULE ON SHEET 15) W/'1/4"-20 NUTS ARCHITECT PRIOR TO ^' 5077 Eq T ......_ _. TRUSSES OR 1 y 1 E. 0 0 12'Q.C. SHUTTER INSTALLATION. r I i/2' 1/2'�.•- _../+`� RAFTER 0 24• } \1�lJltttJlItA! 19 , rJs t :_____i S' O.C.REQUIRED til L/ y 1� ,.., 1/4"0 TAPCON OR "" J'r/ ' I 1 a.tit',..'u •0 —0D 0 TAPCON WITH ADVANCED .,,,, �•'� ;'t� _ i- .'-Y. r - EXISTING SOF/11 t l`v a, 1 r I I `` l 257. T READFO M Min.TECHNOLOGY �0 it/7 !t' 14 II _' ""-._""3/4'Maz.-rm. V j O1. D I I -.. OF THREADED AREA TO r EQ-¢-E - 9 3/4' --EO EQ...- 1 fr1 _ 1'z4'x1/6"CONT.ALUM.TUBE I it I \r 1 7 1,1 -•OPTt e-w. 144 �•. r 7 4 fi O.C. .. _ I '(3)516'0 LAG SCREWS 70 IXISflNG WOOD HEADER, + ! r/ I .+.n I ! ( (SEE SCHEDULE ON SHEET 15) T'a'i or 13 or 1J' FACH RAFTER OR TRUSS. 1 r a } V i.. 11 or }3 oh 15 LOCATE LAG SCREWS AT �'."l�:tj'" ( { YC MIDWIDTH OF CXISONG WOOD EXISTING 14111 2'x4" lU ! H 1 r aJt R( --1 MEMBER;(Y Min.NOMINAL. EXISTING-..-11 HEADER REQ.D ( [1' i II � if .. OPEN HOLE A7 EACH .,.. 1 WIDTH)W/2"Min. GLASS II MIN.SEPARATION TO GLASS ) r EXISTING (SEE SCHEDULE ON SHEET 11)` I STUD TO ACCEPT PENETRATION OF THREADED i 5/16"0 LAG SCREW ' I x AREA.VAUO FOR L - ,�I _^ GLASS---I U � AT CENTER OF TLlDE. I .4 INSTALLATIONS WITH 72pst V I ma�, 1 t MAX.A.S.D.DESIGN LOAD ANT Q HV WALL HEADER INSTALLATION 3 to AI Out t EXISTING f 15 CLASS t 9JSTAL A ONSS oNiHY'vauD S 11151 1 aJ SIE3T I '43EDLlE co SIEET ! ai suss wp aQR, , '!t1 FOR �A1Gi I 1 FOR WOOD GRAVITY OF 0.50 MLA S DOUGLAS ,+n1Es: 1 -,� T'ID6�'�'8 .'�, I �BI.NES Q)SOU k9 9 { /'AU rIR OR OUTHERNAPINE No.22, I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY ! 99 1 A t�, QR IL OR EQUAL. 2-MauNRNG SECDONs cAN COMBINED �HV CEILING rINSTALLATION / IN ANY WAY TO SUR ANY INSTALIADON. +- V: EIL NG INS _LLA • MN STPN(SEE ���..1// - I -t/ 10 cuss(UTE I.-I _l-— t' OR 07'• MIN. ( MIN.SEPARATION TO GLASSG :SOEIX1EERE SIEIT (,-.I 1-1 >e SEPARATION r. (SEE SCHEDULE ON SHEET 11) I , ExGLASS ~it R ....5 TO GLASS GLASS � LAXIDN fit t (SEE SCHEDULE mm EXISTING .1 111 CLAS _....1 ..- (1.4x5(4a(F31 i + \ ON.SHEET 11) ill r SI ;ALT�L a i 1 11� r 8 ( _ _,�_ f ANCHOR EXISTING VaLL 1L uu LOCATION 1. __ } fl`S,'J TTT tT J. 1/4-{ +r.,, - 3/8'Mat. 8 / HEX iii ill& NIryry !9 G::i tI. 1 3 OR 1]�} , _pp�1ff I � DECK REQUIRED(NOttl ,�E .. PLLOV/E0) \ ' Int ," FINISH ALLOWED) __- ..,_.'»•- r I ___--II--....------ —y�yjtq't. Li�"' 19 EDGE OF DECK -^'-"- L 1� OF Y — - '..---EDGE OF DECK T... I`'s• .'1}} EQ 4-- IF APPLICABLE �.,..- .0.= .�^ rr_-' APPLICABLE - --- IF APPLICABLE l 1 e 1" 1/4"a-20x3/4'S.S. ,,_,... -- ..- .••_ . .1.,... C ,i I I 1P %I1_ '.I ;I 1/4"0 TAPCON OR �PHILUPS TRUSS HEAD ^"-'2.i1MJ. „'•v._� _.�... ,IITAPCON WITH ADVANCED Min. MACHINE SCREWS .:xx t_•^""'--"'-�-^- 1/4"o TAPCON OR TAPCON WITH ADVANCED '' i I tt 2"x4"CONT. ''0 THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS .. . THREADFORAI TECHNOLOGY W/1 1/2"Min. - SILL PLATE 17 W/ 1 t/2"?Ain.PENETRATION 0 12"O.C. 1%4'0 TEFLON OR TAPCON WITH ADVANCED THREADFORM -.-2"MIN.-- PENETRATION OF THREA0E0 i I REQ I) T OF THREADED AREA TO TECHNOLOGY W/ 1 1/2-Mn.PENETRATION OF THREADED AREA TO EXISTING WOO)HEADER.(SEE -- \.., �'. {. \VI �I E -"-EXISTING WOOD HEADER. AREA TO EXISTING WOOD.HEADER. (SEE SCHEDULE ON SHEET 151 SCHEDULE ON.SHEET 15) �' (SEE SCHEDULE ON SHEET 15) •SEE U OF USE FOR � V HV WALK—OVER INSTALLATION ®V HV 1NALL SILL INSTALLATION evir A1B �^/HV FLOOR INSTALLATION FLORIDA BUILDING CQDE{Nola. Nigh Velocity Hurricane Zone; �" �i �. ,, d @12017 EASTERN METAL SUPPLY. INC. 'ii+'�� ., ���.:, 02017 TILTECO,INC. ,. r,T` ' u E se•.� . BERTHA HVTM Ii I L 1 E C O 'tic.c. \ ANSA. Accordion Shutter System ' Fly,EME htt W/OR w/0 HY. W1t17OW DAC. w'1:11.11. * American Shutter Systems REV.No DESCRIPTION DATE _DRAWN BY; L.C. 1TOTILWT TESTING & ENGINEERING COMPANY ,tA• ,t f � •Q A' 6355 NW Mon.St.,Sm.ASS.wwww wiz:4s,ttatau sslec Assoctatlonx. Inc. t OLD 15-085 (7/27/17 DATE: 07/27/17 .e'• -.,vti;ut%. k ,4 Phone:(30S)671-1530.Fax I(305)871-1531 4268 WestrOOds Drive 2 IL., s •,.,.. �'e0 o-moa:Olewaoe6con. West Palm Beech, FL 33407 s DRAWING Na SAL E� . ' +`'-sl° ,,,,I wu1T3EB-00671ir.P. 4 SHEET 107 P.E. SEAL/SIGNATURE/DATE FIORFOA LK.}44ED 6 17 OF 20. 'v c CO E�{ NID uM1.00 N W E J N Z ,,k,- 5h,,,,E1Ptio,hu , \7. • o Z W� y, V er— S a= * 3 a In ygg 11 G SRH. C •� Q f az, . l G . e e �` ¢ 2 =C�/1\ wa .l ih.C•iw;al,9 s ti O )OC�kn. g 17',?., C ©ISLIOL: .. . 6 alI2 M g to W�a1� = b 3 s a_ o . Mc» g Fo \ �6: , -© 00 p �a•. 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MI CI V L*__J.r ° ,S- ,.., - © 1iiiJ l41�jz'5c• z 'iF � 1 � ii x"46) (*14 Q.�°,...41 I=1 c�ru - i43pa 1 lJ )l7«('>FISC=INEffil ..y., ` F I '®eo 41 >.?<tE,,trew.r.i.lw-,v,y,:03f21 1 .•___„ [ ......____sovee $ I BCU J 4 I. I__ ��..._ r' �, G u Q §.g;o@p a -' —L 14.3.P @"`©•"ti • GENERAL LIMR'ATIONS AND CONDmONS OF USE FOR BERTHA f j®HV 1LADF ACCORDION S. SYSTEM WORKING IN 0 0 7` /' ( (p'}� ( UNISON MATH H[ l....w Btgp li j 5 C Y Y Y i I.MAX.AS 0.DESIGN'PRESSURE RATING:+110,- 110 pal I. . i .:, - --- 1 2.MAX.SHUTTER SPAN::96' . , 3.ALLOWED MOUNTINGS:A 0.0&H ON SHEETS 6.7:AS WELL AS R. MOUNTINGS M,0.T.U 5 W ON SHEETS 16&17. ft' 1 � � ONLY CFIOERMATES 2 {BOTH Wf 4 OR ARE ALLOWED 61111 j� � 'E400 5 ED IN A SYUE OR OPPOSING LAYOUT.IN CASE OF OPPOSING �✓0®. "w r.� 171Y�MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 _ \ /m• }� CENTER-MA E. fYP.EA.ENO I,'( l ,s 6 5 (A)HY WINDOW WADE C1A)SHILL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 i+HOLES)FOR PER`S'tfDE AT SPACINGS SHOWN ON SHEET 4, C 1 j�•.c� r��A•cJ{L ('j�J�'��1} '�/fj\'��`� ,` (R)MW.CLEARANCE FROM TOP OR BOTTOM EDGE OF HM WINDOW BLADE MAX 5 WINDOWS '(�+'��/j�,' 0 • 0 0.4 4) lJ�, U A Lr 7 0 0 OF ANY 3 0 HOLE FOR®SHALL BE 12'. ALLOWWINDOYct BLADD AT E Q5L .. 0 0pj - �,l,,f�' y1/�j �l 11FF (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV 0000000 WINDOW WINDOW 1 (Qy) 1 /{7a^rAj} � H • .� + (0)HV BLADE I'./MUST BE USED ALTERNATE TO A SOLID MV BLADED THROUGHOUT SHUTTER'S WIDTH. _._ /jS /1'� T� ` .. BL C RMAISFW!ALWAYS BE'INSTALIEI7,.ADJACENT TO A SOLID/Pi .7. ..'---4) (�,fj) J"!), i 11rLL l3rLl. BLADE 1A7 EITHER SIDE OF THtU.t. 1R $. (F)POLYCARBONATE HY"WINDOW 'SHALL BE INSTALLED SO TABS FACE SEE ENO b ,rte /J� //ff y+ }� '� /m} THE INTERIOR OF THE OPENING E1 NG PROTECTED.HV WNDOW MUST BE CONNECTION _ t tt `f+Y '1 F 'j't' � 5� 0 ^I, 11rI.1. ONLY INSTALLED AND LOCKED USING A LN SETONG TOOL PROVIDED BY ASSADETAILS ON SHEETS i�U1 yL. .b1PL `IL.KL �f A }.1• LLGG �1G 0 INC. 10& 18 TYP. AgS FLU.HEIGHT.— Sg .., 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRE te� IS BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES T P9 I do 2 ABOVE). - 7.SEE ANCHOR SPACING SCHEDULE FOR INSTA3ATIONS-INTO POUREDi.. 5:,,- - I- CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UNTIED BY 11 I _ SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). _ i.,,,'"-•.N. PLAN FOR L ��_"•� 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER AS1M E-1996: H F'� TYP70P&BOTTOMREQUIREMENTS) ((("`,WWWVVd��}}}��} T1 I0.43.® G S®.07-) WIND ZONE MINIMUM SEPARATION TO GLASS 4/"' - •---t1NUUITED WIDTH t�+' (b� 1 THRU 3 Y ELEVATIONMN.SEPAOA9pN TO 01451--(SEE 14FOR 51 a 6:zs• EXISTING GLASS -(SEE 5CHEWLF:ON S%Ro.11 MAXE(^j, _ AAO 011565 SHEET TOR R[ADESo& y\..,.S) t //1 I ``\ _—} � A EBNA PPO G CENTERMATES Q W/+ )(TER1OR ONLY). TYp f l NL W/ NOR (SEE NOTE 4 ABOVE) \ \ \ \ .1a raj 11 / / / f / �� ..� i \ \ � / f� 4. gi TP, SYMMc1RI CENTERMATES 21 Q }\� 'J../4--------..-........._ _____._,. i ^_y \) W/0 5 NEE`NOTE 4 ABOVE) PLAN •-�,•—_ i 04-JsT)� 5 / TYPICAL � HV BLADE' WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* �`'-------� TA1AA"AAF r L _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 13r� �/f 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. 1'E y� ;,�,GEr1S '...'? BERTHA HVT M s = = ! Accordion Shutter System 9 f I�'L C INC. ■ .S.A. M.V.BLADE#1 W/OR W/0 RV.WINDOW DOW BLADE ' 4r..„i,� American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. - ,:3 !A I i CIti/ TILLIT TESTING & ENGINEERING COMPANY 1.) . 4,A Association, Inc. I OLD 15-085 07!27/17 DATE. 07/27/17 y +�" AC/ ,. 6349 N:w:3:l(S.Ste 305.41ROAAA CARCENS.FLORIDA 331aF lµ,t+ ...Q,,, . ij Phone:(305)871-1530.Foy:(305)871-1531 4268 Westroods Drive 2 DRAWING No ,_CS1.j ....•Etr ,.t a-ma:LTxoOao!.com West Palm Beach, FL 33407 s 17-107 NAL At EB-OODS719 4 WALTER A.TALI Jr.RC ...•...rurrr'' FLOWS Uo.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 19 OF 20 INSTALLATIONS W/ 0 HV BLADE & HV CENTERMATES © . i 2.000'Moe. 4,1 lAs142-;Te),.503,36;RTZEC840 Mn. VARIES ' UM.G-60 DALY.STEEL INTO METAL STUD WALLS * 00083' F4 Er. 1 913130.METAL STUDS Al 16"0.G. S I..•.. , ._11A cb ..0. _i, ....6 0.2. ‘."';," 1/2 * 0 1/4"a NOMINAL Fyn* to --to t1-1 GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE f----- lakan / aril ,... 1 -0 ,,ii T,--,-i. 7 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-15 ALLOY Li 3j"6 I/rx 0035*"NM'tAin. — Ali 1l__— MI IZ.4 "' SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CAVA STEEL TRACK CHANNEL. #1,6^O.C. 0 6'0,C.r`. , HIII, ' I `c. ASTM A-653 GRADE 40 16n.G-60 SEPARATION TO GLASS SCHEDULE r., . _3.000-* GALVANIZED FASTENED TO STUDS 1.1 MGR. W/(2)f6a1/2'TIX SCREWS ON /EXISTING FINISH 0-/.1 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi) 7/1111,IIIIMI IIIIIIMMIlli INTERIOR&EXTERIOR ME AS APPLICABLE .i: 0 I 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM U ASTM E-1996 SEPARATION C)LENGTH + 1" MIN, SEPARATION .. 0 3. ALLOWED MOUNTING:13 ON THIS SHEET. TO GLASS COSTING GLASS-4 TO GLASS . CO 1/4"0-20X,3" BOLT .4....- (SEE SCHEDULE) .\-0 T1 1 THRU 3 'I" .0 4. ONLYOENTERMATE Q W,./(;)KV LOCK ARE ALLOWEDMUST PENETRATE 0 i- _ 1 WITH ARRANGED A SY METRICAL LAYOUT, ? il 0 '!, USE OF (2)(;)(6" LONG, MINIMUM) MUST ALWAYS BE 4 EXISTING nNism INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373-1 ., . Ce.14.4'aVi'STEEL°4341g%L4 605060 AS APPLICAELE. ._.L. 1 CENTERMATE. .1 .250"- 1-- -,:.-.0.10 ... In j`07 raGA.LV_AMIA"-E(GrFeMFEIPT011ilirS68 1..------ 1/4*0-20 THREADS w/(2)z1,06.1/2-TEX SCREWS ON ,CEO --09, ,./1.. 11. ----7/111 ONTERIOR&EXTERIOR FACE a Er O.C.... 0 6'O.C. . ,.., ',' Yl.g , ‘......... I '`,. ** BLADE SLACK DETAIL FIVE IS ALSO VALID FOR (Et 1/41"0 ELCO CONSTRUCTION pun. • ci a •::::IA.''::.• %A.1.mai BIr 1111111BP li , \-0 ° CENTERMATE a APPLICATION WITH BLADE 0 • PRODUCTS FAB-LOK HD I CV 3744',.6-11 1 1/ey 0.035'THICK ',' . ..."70f,MiRIEt-ZO.C.14 6" 0 COMPONENTS n .: /enn,ASTM A-653 GRADE 40 I . Min.G-60 GALV.STEEL I: ......'.t': 0','.:'.1 WALL HEADER/SILL, INSTALLATION METAL STUDS AT 16'0.G. M.. :,1 t.„,.,,....1 -COSTING FINISH AS APPLICABLE SCALE:3/8". 1" it \(TVP.TOP de 13070M) 1 3/4.,/6 1/4"4 0.035*THICK Nin. - LEXIS 1 i; -7 V V CONT.GALV.STEEL 7NACK CHANNEL,2,' 4.11 1.17,6 TING GLASS -..- - 4%6 '%-• .1V b 110011,111. 1 , — ''ifl. JASTAI A-653 GRADE 40 min.G-60 ".,:::).1; Prtr24.47,440 • CENTERMATES W • --:•:::::::' 1,'• ./::': ::-CENTERMA ES , GALVANIZED FASTENED TO STUDS EXTERIOR ACCESS SIDEINTERIOR ACCES S MIN.SEPARATION VATIDFS ' Ti 7:IFfEgjEtirEllat;FON ZtE _ . w/?..; ... " " • - " '-------...--ie,----- -..i'-', 7-E..E.--S-7_EDULai Ma' ',.'''. ',':':.•-:::"'-",‘7`:'''''':''':"[::''''' ''.'' ::::':-'',':' t' '-:: ' .:.,::-: ..!.. - IN 61,(6"Min.) IN ..„,...0 ----- ,_ _A ...:=.14!-:.-.1 1 2 s ..==--. _____---- _ ___ _ 24----.. • , ri-- I- ,--„i 1 I 1 MIEC:=-L =6.4 --- k. .... ----- ___________ aliatitliEgart litVESTAME:7 ' SEEBBEIMEWS ---7"---":if— j '411gAnnri..--3mr -, 1 -,z.s, )\s\ /Cl \ 0—\N\(" i - 41" --\2„)1 .... (1-- . LOCATED AT 0 1 HV HEADEF/SILL ENDS L _ VIEW V \:\--_L_ ,i'll 3 1/4-(Typ.) \*,... s 24 ly SIDE CONNECTION TO TRACK 7' ...4 • -6 1/7..MAX.SLACK **----1 (COOL) 6 1/2'(Typ.)- 1 HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Lane'', ..- 02017 ISTECO,INC, 02017 EASTERN METAL SUPPLY. INC. .,r0,e‘i5)4..-• .,44,A,... BERTHA HVTM ..e‘CENs ••• ,;.) .. / - ---:' '4. / IILIEC 0 ' \ "?` iNc. ArrS aS EAR Accordion Shutter System RV.BLADE#1 IN/CR W/0 I-LV. WINIXAV BLACC • American Shutter Systems REV,No DESCRIPTION DATE DRAM ED: IC.''. * 4 /A> ir* : TILLIT TESTING & ENGINEERING COMPANY . .. Association, Inc. 1 OLD 1.5-065 07/27/17 DATE: 07/27/17 " a sTATE op ! 6555 N.W.36M.St_Sta.365.VIRGINIA GARDENS.RAM.33166. C Phone:(305)871-1530.Fon:(305)871-1531 4268 Westroads Drive 2 DRAWING Na West Palm Beach, FL 33407 s ••, es, ------------\ca. ot wALTEIT A.TIUJT Jr.P.C. 4 17-107 P.F. SEONNATSE/DATE FLORIDA,1.1c.#44167 5 _ _ SHEET 20 OF 20