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HomeMy WebLinkAboutProduct Approval i 4q"'Arh'S#:s ft y s � ppwh GCIS Hame ; Log to ' Us r Registration Hof TodSc i 5ubn it Sure arye Stats&Facts : Pubfi3OUcns Fa,'.Staff BC.S Site: p Link earch Busiheso, i��{ Profes5ibt�dl Product Approval s' rle"r USEtt;Public User Regulation.n -a- Frody.^t ku�rvraF.:er.aa>Oh!9L�j�or hvn#:_a an,: •ar Us > iieution Detail - } ' - F4 4 FL389-R8 JUN ? 2[1 W A:plication Type YP Revision PE13 A'11 f ii,iG Code Version 2014 $'t. tial, C O It!", FL Application Status Approved Comments r t , Archived Product Manu#acturerAmerican Shutter temsi efi P112w, Address/Phone/Email 4268 Westroads Drive West Palm Beach,I L 33407 (561)209-8263 bfeeley@easternmi tal.com 1 Authorized Signature Bill Feeley lrodriguez@easterr metal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emali Category Utters Subcategory Accordion Compliance Method Evaluation Report I rom a Florida Registered Architec or a Licensed Florida Professional Engineer ?. Evaluation Rep rt-Hardcopy Received; } Florida Engineer or Architect Name who developed Walter A..Tillit,3r.P.E. l£ the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accredita on and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Sohn W.Knezevicil.PE Validation Che klist-Hardcopy Received Certificate of Independence P>zz�?_:3.b.....SQI__4t; _. b?I:�t Cl N;UiCtlif ilS:�f r Referenced Standard and Year(of Standard) ndard year ASTM E-1386 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,ZO' 1944 Equivalence of Product Standards Certified By Sections from the Code s Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 D#e Pending FBC Approval 05/0712015 Date Approved 06/22/2045 Sunumary of Products FL# Model,Number or Name Descript on 389._1) Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret lined by tracks Blade 3-(Non-HVI-1Z)-Drwg IS- (top and bottom)for storm Protection 086 Limits of Use Installa on Instructions Approved for use in HVHZ-.No # EL3ft1,9 R y!A.tz ING, k��fi&q` OR .4. Approved for use outside HVHZ-Yes Verified y:American Test!abVSouth F orida Inc. Impact Reslsta-rf_Yes N Created y Independent Third Party:Yes design Pressur*,N/A Evaluati n Reports Other;Large Mlssiel"D".Max span Is 12'-7"for 35 psf L'_342--ft L-61-j-, positive ASD load and 13s-O'for 35 psf negative ASO load Created y Independent Third Party:Yes the HV3 blade W/o window blade,5'-2'for 110 psf ASO load for HV3 blade w/o window blade and$-11"for 62 psf,9lm-6, for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 3.89.2 �Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking rel ained by tracks V I I Only- ._f Only-(Non-HVHZ)-Drwg 15-085 (top and lbottom)for storm protection Limits of Use Installa Join Instructions Approved for use in HVHZ:No IQdt Approved for use outside HVHZ.Yes Verified By.American Test Lab of South orida Inc. Impact Resistant.,Yes Created by Independent Third Party:Yes Design Pressure*N/A Evaluat on Reports Other*Large missile level'D".Max,Span is 16'-0"for 30 =L,3,$2 p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-01 for+64, -72 p.s.f.load for HV blade for Keystone mountings 7-0'for +75,-75 p.s.f.for metals stud mountings and 8'-0'for IiO p.s.f.for HVI and HVIA working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 189.3 Bertha HV Accordion Shutter. Extrudealuminum interlocking;blades rail ained by tracks COMBO-(Non-HVHZ)-Dmg I5-084 (top an bottom)for storm protection Limits of Use Install ficin Instructions Approved for use in HVHZ,No Ei;1f'2_Z Approved for use outside HVHZ.Yes VerifieBy:American Test Labillof South I(onda Inc. Impact Resistant.Yes Create t: by Independent Third Party:Yes Design Pressure,NIA Evalual loa Reports Other:Large missile.Max.16!-0"span at 30 p.s.f ASD load DR G-0 for Blade I and 18'-0'for Blade 2.See schedules on sheet Creat esr by Independent Third Party:Yes 112,25 and 28 respectively r Contart Us 260 _ 1 Blair SM.ne PWII,TArlahalisee Ft 32304 Phr,ne:850-407 t824 The State of Florida is an AVEEQ.mployer,C00y6lifit 2007-2OL5 Stare fFilslitia-z:I 61aCy Slatee.*lft;: Under Filvidir taw,rucalf lliftifetries are public records.if voo do not want your e-mai;address released in response to a pub..46re"rfj5 retril Est,do not sent[electrom: mail to this entity.instead,coritact the office by pinme or ts)(traidirionan mai;.If you have any questions,picas,contact rsualit to Section 455.275 (1),Florida statutes'effectiw October 1,2012,licensees licensed Under chapter 455,F.S.-m Ist provide the Depawrienz with an email ad l less if they hale one.The emails provided may b;used for ofr4of communication With the lkesisee.However emalt addsses are public record.It you do MA wish to SUPPY a Personal address, *Please provide the Department with an email address which can be made available to the pu a;c.To determine if you are a lkevsee ender Zhapten 455,F.S.,Wease Product Approval Acce Cre&,Card Salk c:FNFRe1_ tin_�rc• t. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE e3 W/OR W/O H,V.WINDOW BLADE#3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 5th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED A7 HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-OA5.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5,6, 7, 8& 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS TAHIE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5,6.7.8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EA.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ARFA 1 T HV BLADES('D & ANALYSIS. HOWEVER,A WIND LOAD DURATION FACTOR COm1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTH H.V.ACCORDION SHUTTER SYSTEM WITH H.Y. BLADE#3 W/OR W/O H.V.WINDOW BLADE 13 ADEQUACY FOR WIND AND IMPACT(AADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS, 1-21 SHEET 2 -(I)H.V.BLADE#3#0403.01-08 WITH ADDENDUMS#3&#3A DATED 4/30/14,AS PER PROTOCOW TAS 201,202&203 AND ASTM E-330,ASTM E-1888 AND E-1998 STANDARDS(MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 TYPr.AL SHUTTER ASSEMBLY SHEET 3A LEVEL D,WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM#2, DAT4/30/14), 1220.01-10, 1209.01-10&0422.02-141 AS PER TAS-201,TAS 202&TAS-203,MOE MISSILE. . ENED - 1(,10 H.V.BLADE 13 WORKING IN UNISON WITH 0 H.V.WINDOW BLADE#3#0820.01-08 WITH ADDENDUM #2,DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202&TAS-203 AND ASTM AREA I{DJ BLADE t��tf} ITV WIND W Ah � E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEYEL D, WIND ZONES 1,2.3&4). ___E A `l-i - OW B _E - TDH.V. BLADE#3 AND(i3 N.V.WINDOW BLADE#3 ARE ENGINEERED TO WORK M UNISON WITH EACH OTHER UNDER T14£GENERAL LIMITATIONS AND CONDITIONS OF USE (NERE APPI ICABLEI INDICATED ON SHEET TB. TYPICAL.SHUTTER ELEVATION &NOTES ON LOOKS. SHEET 4 _�- 2.BERTHA ACCORDION PINS 33, '�, 35 OR ALTERNATE @.SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE.ACCORDION PINS @,USED AT HHV DIRECT MAXIMUM SPAN TABLES. SHEET 5 HITS'StBE^414?Hi-MINIMUM' RIES-STALNLESS-STEEL-SCREWS-WITH^Y7.3:6-KSI-17ELfl-6ERENGTH-ANO-t8•h4-K6i-TENSILE-S'LRENGEH ANCHOR SCHEDULE-CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH �ETE"S'61'OCK _SHEEF-7— -^ .. AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE-WOOD SHEET 8 INSTALLATION DETA'LS 1-6 -CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH Py- 27.1 k91 MINIMUM(UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9-CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AiS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION OETALS 10-METAL STUD SHEET IDA BUILDING CODE 2007 WITH 54 ksl YIELD STRENGTH AND 90 k31 TENSILE STRENGTH. INSr.DETAILS W/HV CENTERMATTS @&(9 SHEET 11 5. SOLIS TO BE ASTM A-307 CALVANFZED STEEL, OR AHSi 304 SERIES STAINLESS STEEL WITH 35 k9i MINIMUM YIELD STRENGTH. INST.DETAILS W/HV'Te LACK CENTERMAIES &!Q9 SHEET 12 & e.SEE SHEETS 6&8 FOR ANCHORS SPSPECIFICATIONSfNST. DETAILS W/HD CPNTEJRMATES _ SHEET 12CA714NS ON DIFFERENT SUBSTRATES. END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06779582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 #8458179 ISSUED TO EASTERN METAL SUPPLY,INC. • IHSTALIATlQN DETN4S 7W-IOW-WOOD SHEET 15 8. 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. END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WND/PAN INTRUSION. AREA 3: HY WINDOW BLADE I%ONLY _ 9. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMAT'FS AND ENGAGE OR LOCK ALL LOCKS. ' TYPICAL SHUTTR ELEVATION SHEET 18 to.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE.WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 11.BERTHA H.Y.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE#3 W/OR W/O H.Y.WINDOW BLADE#3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROYHDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,,BASED ON THIS P.E.D.,PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DDCUMENT.CONSTRUCTION SAFETY AT SITE IS THE:CONTRAOTOR'S RESPONSIBILITY. (o)THIS P.E.D.WILL BE CONSIDERED INVAIJO IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R) FOR THE t ROJECT AND WHO WILL.BE RESPONSIBLE FOR THE PROPER USE OF THE RED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.F.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ff. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) `\\\\\\A 4'CEp A.r/IY/Y��, 0 2015 EASTERN METAL SUPPLY,INC. t � ��' �4� _ BERTHA HVTM IL. E C© � A■SS ■ ■A■ Accordion Shutter System RV MAM 403 W CR w ELY,a1Nol7ly 13AC£ s� � AmerlCatt Sbutter Systems REV.Ne 001CRIPIaH OAiE OPAWH Br:Ml TIL.LIT TESTING & ENGINEERING COMPANY p� A TATEGF : Cess H.W.361h,sysIa sal,wcuw eaeoQ+s.tTon�u ule Assoclaflon, Inc. 1 OLD 13-031 s/1a/I DATe 04/1$/15 �K!D Phone:(M871-1530.Fon:(305)871-1537 4268 Westraads Drive z DRAWING NO nF Ux*:oa181.wm West Palm Beach, L 33407 3 15-0$6 WALTER A.u•8 Jn P.F 5 SHEET P.E. s +t/slt3NA"?URE/DAA 6 OF 18 7. .a>a• '! t' tats•._ 125-OD ---'•--.-4.873' Ski- .1 W" II--te2'- $ - n "'"c ..� :r26•o �© .377' .297' •Ofi• .483' � �- T .erg' 0, b }g, q 9 0 r"1 IN[ax 4 o L. ---L-r- ..100' .oer .083' 25 .�..�_. .... I 4 40,348• 064° Y 2,OOD'may. �-_ Q 7" .1 i.51' 7 - .080• g 072' .Ow 0.33e- .594^ qy`9 a �M 70• s7o' r2ie 060 -5,440'NM_ it I HV BLADE#37454• 76x4' ?� 7.764' 5.778 -i.ta4• (wa e70 5.529 -2.207- -3 -1.s6s �*6F4 ALUMINUM ANGLES HV WINDOW BLADE#3• ,520'-•-'»• 4.893' O HV HEADER 3 HV B.O.TRACK HV HEADERISILL 4A HV 4"B.O HEADER/SIlL QUALIFIED FOR USE W/ HV OFOR BLADE 4N SHEET 16 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQ BLADES Q,!(�A BL ES Q. QUALIFIED FOR t�SE W/ HV QUAUFlED FOR USE W/ HV X 1A 3.558' 3.226• F? 39tY-- r .670• .874 .228' 063. 'Qj''+ 2.o9Y°r79'Ypt. �3 7.491• X Y t MVH.X IAN.Y IAN.t CYR) a o �n 62' .072 a X .y o t 3" 3' 4.090' t .. -3.352' 7.522• 2092' .072' 4.674• ---4.445• is,6• my�' &226' 9 HV DIRECT MOUNT 10 , a 6 HV-ADJ. DA R W/LIP HV WALK-OVER TRACK QUALIFIED FOR US��HV HV 9D 1480 STARTER 12 SIDE ANGLES HV71D11:FL'lM3R:TRAG4E -�_ Q 8_ QUALIFIED FOR US W HV 1i CORNER POSTS QUALIFIED FOR USE W/HV QUALIFIED FOR (7 SF1 W/ HV QUALIFIED FOR�SE�Wj HV QUAUFlED F St R"{F E-W] }V i! .. R-DSE W f_HV- -86Ag1�a�-_ f BLADES 1 BLADE 01 0.75z1.es aa.72s'7HN. y4 NEOPRENE VAGER aEMMH BLADE$(� BLADES •.660' 0.76'S41.95'>,O.e00' CD"MOM/s'S.PLAN 1/4'-TOai/2' ,•-9.576• TIK 304 A751 FIAI"HFID Ti1RFMED IE GIST - 745" 2.293' FAY VAR {2)lf4'4-20 HOLES FOR H4USIN0 ETUMEL 1/4•-20 CAST .293' .745" .p, (2�tf46-2Os7/2`Ss.%I.S. (2 1w.) FA11)PAIN7ID THS Hp(7yH4 ENANO. � 1.940' .318' 8N(Ell vw.'7Eo 6S 41iY.3160 .675" 1.940' .318' RFss o ' -,..875" f -'I .. 7.325' (1)5/16 a-16 eau FOR(1)/760-76.7 s/e _210.615'- CC({�� Nx.s.s.TmEaafn iHUMe fiGREw W/ACEYAL HOw .492» 4' i'!/. (CHRME (RONe PiAt D) 13 HV CENTERMATE 44 HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK ,984• QUALJFlEQ FOR US W/ HV QUALIFIED FOR USE Wj HV O QUALIFIED FOR USE W HV � BLADES Qt Q,� BLADE 1 16 BLADES I H.V.EGRESS LOCK 675' 17 H.V.LOCK y. 327" QUALIFIED FOR USE W HV R zv 4.753' 4 >a QUALIFIED FOR US W/. V / o.33a'V lass• -� BLADES 7Q,Q BLADES 1Q,® {0,4.) C44� - �R o o ,dY1.Otl0' • COMPONENTS 6063-T6 ALLOY AND TEMPER _aa6 .822' ,SGiU£3/B»=i" s6s 21 HV"T"LOCK HV MALE"T'LOCK HV FEMALE"T"LOCK --z.7w -I 4--2.754•- j 18 CENTERMATE �$ CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ HV QUALIFIED FORU E W/ HV QUALIFIED FOR USE W/HV 20 "J"CLIP FOR'?"LOCK CENTERMATE BLADEQ BLADE SLADE(1) Q uFIEo R HV BLADE 1 FLORIDA BUILDING CODE Non Nigh VelocityHurricane zone R.TILL/�7jry 2075 rASTERN METAL suPplx,INC. ,01 . �,. BERTHA HVI'" c,E - '-'-"" A A Accordion Shutter System "IL E C a�>" . KV. W/OR W D KK WINDOW BLAM American Shutter Systems REV.Ho DESCRIPTION DATE DRAWN 6Y:ML TILLIT TESTING It ENGINEERING COMPANY [t w ASeaC1at10D, Inc. 1 aD 1a oat f13Jis GATE:04/13/16 a: STATE 6� tzJ 6355 Nx 366 sn s1a Sas.hRGaoA GrR6Ens,FEOROA 437 4268 Westro0ds Drive z DRAWING No -J Pnaaa:(3os)671-1s3o.rax:(3os)677-r631 �rR1 ,•��``� a-man46oaa7of9.cum West Palm Beach, FL 33407 ` 15-087 rrr�i�FSS/ONAL�OR,�� WALLTM A.MIX 416iE 5 SHEET PE. SSE 6d iiRAtft7RE/DATE 6 2 Of 18 1017 7 2"MIN—..- MIN CYUNMR N 3. OR KEY CYLINDER06 .21 .545* 0.875'Min. sts 1 .125'Mo. .371,M' eeq q 26 12"LOCKING ROD A 6"LOCKING ROD 22 HD CENTERMATE Q HD CENTERMATE'S �-o 0 ALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV BLADE 1 HID CENTERMATE Eg"! W1 LOCKING ROD WINOLOCKINGROD INSERT 804, QUALIFIED BLORE Ul FU E W/ BLADE W/ HV QUALIFIED FOR QUALIFIED BLADE 1 FOR bSE W1 KV AD Nt 6 INSTALLATION WILL REQUIRE A OR M P/lAOL DRILLED AT TRACKS FOR PROPER 100 - I" Iin- CYLINDER EMBEDMENT BY REGENT HARDWARE MORTISE LOCKS LJ HD LOCK SERIES 2333 HOOK BOLT LOCK.LJ 3/1 8-t 1130, QUALIFIED FOR USE W1 HV S.S.FOVM .475"IR BLADE(D AW 0 0.324" ..04' HYLOH —--,§ INV. ELEVATION A .375*0 27 HVllV'0-20AISI,304SERJIES !7�HV 3/8"0-16 ACETAL 28 HV LONG RECESSED HV SHORT RECESSED HV NYLON HAT HV WHEEL CARRIAGE THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER pjSI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV BLADEO BLADE01 .0 4GO'0 .355.4 33 �flV WHEEL HV 114"0=20A 13 SERIES '7' 3 RECESSED efflLSHORT RECESSED 0MVMNYL ON HAT EL.CARRtAGE LONG C a 6 NY p OIMNYLON BUSHING NYLON BUSHING WASHER MSI 3,2_,3 SERIES AIS Q� S.S.8 UMBSC U L'� R USE H B�OADE� ­5* 1. COMPONENTS 0.204' (CONTINUED) N.T;S 32 HV DIRECT HV PIN Q BLADE n34 HV PIN db HV PIN(b)MALE KNUCKLE ALTERNATE PIN NOUNT PIN & ab & R /i10-18"x2_ 3/4"W1 7L#8 %� CIS),CIS),(19),(22),(23). Q BLADE& 0 #10-IEI"x2 3/4-W/ #8 HO 3/4-W I/ #8 I­ID, � #10-18-x3- W/ #8 HD. V0 M #14-14x1 B HD' W HV HQ M�Kl MOUNT PIN #10 1 .2 3/ .. _ ___ W1 W HD MARKING DACROSHIELD COATING DACROSHIELO COATING W/ W HD MARKING W/ W1 -4- HD MARKING W/ (SEE DETAIL X. SHEETS 13 & DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HV'm 404 Accordion Shutter System 11LIECO . A.S.S.A KV. #3 W/OR W/O H.V.M W 0 KV.WINDWV RME#3 V/ 'T TESTIN American Shutter Systems KV.ft oamprm DAM I DRAWN 9f;ILL TIWTG ENGINEERING COMPANY 0*. S1aTEOF Met.3ft.S Association, Inc. OLD 13-031 4/13/11 DAIS 04/-13/-1-5-1 (3DS)871-1531 — DRAWING No A, 5�4 'hone i(303 4268 Westroods Drive 2 F 6 .-Mdl:t"t—ftel— Wast Palm Beach, FL 33407 Ee- 8719 a — 15-086 '4 ON A­C'elo 5111*1WALTER Al'I'LUT Jr.P.E. 4 SHEET ell FLORLA Uc.P 44f67 5 �P.E. Sd��NGURE/DATE 3O Is llI 111 OR ll' ilI ill Ili Ill !ll 00 EXTERIOR EXTERIOR EXTERIOR EXTERIOR _ I. I t I l i t T� fi f ) --- cj i t i O.6 "I lI I ASSEMBLY ATA. ASSEMBLY IN BETWEEN(g. ASSEMBLY ATA. ASSEMBLY IN BETWEEN 11. (IDGO EVERY OTHER INTERIOR KNUCKLE) ((DGO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN el"LONG NOMINAL PINS ARE USED* WHEN 31"LONG NOMINAL PINS ARE USED 1/4'n 1' SCALE; SCAM 1/4-m i" *THE W PINS&BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275.O.D.x 0.130"I.D. x 0.072'THK.RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. uHtu II.. FLORIDA BUILDING CODE Non High VelOCity Hurricane Zone p01''`�R 2073 EASTERN METAL SUPPLY,INC. NZE"s� BERTHA MV'"' oz IL EC O tN�. Q■ ■S■A■ Accordion Shutter System .ac*y KV. 43 W OR W 0 KV.W NIXIN MADE ^' TIWT TESTING & ENGINEERING COMPANY American Shutter Systems RLY.Nu VESCIMPON DATE DRAWN BY:M.L 361h.St.,Ste.30.VeiMIA GARDENS.YIDRDA 331 Association, Inc. 1 010 0-D31 4/13/1 DATE:04/13/15 Phorto:(305)571-1530.Fax:(305)871-1531 4268 Westroads Drive 2 i�i�'.f�.S• C,����p a-mai:citcwoom.00m West Palm Beach, FL 33407 3 DRAWING Na FB-O�i�r�YYSIONAI 1tiaA`' WN.hn A.LLW 71Br.P.E. 4 15-086 P.E. SEt LJS MATURE/DATE FLDPoDA uo.0 44167 s SHEET e -- 3A OF. B 2 wpw®w�w0.O'"O®NOTES -ON HY, HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W- HV CND BLADE ISPA. I3 1. ONE LOCK or(1•,�or Q SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY -9. 1Oa a i2 � SPAN OR 12"ABOVE OR BELOW 1 OF SHUTTER SPAN FOR SPANS UP TO 158',AND FOR INSTALLATIONS AT ANY ONS INTO METAL STUDS. HV LOCK @ or 0 or©MAY BE USED AS AN INSIDE OR ' OUTSIDE LOCK,ATTACHED TO®or�CENTERMATES W/(2) 1/4"-20 x 1/2'LANG�FL,AT HEAD S•S.M.S.LOCATION OF t�w© LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOOM RODS QW/@AND(@7 IS O)MPU tELY OPTIONAL SHU2. MAMATffiY /2 FOR RSTA)j�T01V9cTO V "I Snmc. ONE HV LOCK @ or tC or @ SHALL BE (SEE1® USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ON TO 150' AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD.1N LOCK 15 or Dor 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q or(a CENITERMATFS W/(2) 1/4-20 x 4 1/2'LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHAH.BE AS INDICATED ON TYPICAL SHU TER ELEVATION.USE OF LOCKING RODS�W/@ OR TOP AND BOTTOM IS COMPLETELY MANDATORY. 1/2 OF SHUTTER SPANFOR INSTALLATIONS W/ 3. McNRATORY CONDMON&a MR KE 'rOYc Y64�✓ttINO IN5iA1„�iHIN5f ONE HV LOCK 15 or 18 or 17 SWILL BE . ()W OR HO LOCKS OR USED AT I/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP M4Y•8E-I{STAUED-1,2=P80Y6- 1OR BELOW MIDSPAN OF JLLBB'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 15 or 18 or 17 MAY BE USED AS AN iN5I0E OR tSfi OUTSIDE LOCK,ATTACHED TO 13 orf 4laFAE'iR1lVfL-CENT£RMATES-W/(2)-1/4=-20-x-1•/2LLONG.Ei8LHW_5_,I3•,._M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY• 4..MMW& IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWOSEE ENLOCKS 1 1 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECRON OF LOCKS 70 CEN1772MATESCONNECOR®SHALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ON 2 4 5 6 8 9 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 13& 10 IYP. FUL4 HEIGHT. OoRO3 0"&a0R s I * APPLICATION W f HV "T" LOCKS AND CENTERMATES: •QDRQ 0R Q,Q oR �) 1. SECO M1 ALMMIM^TO MANDATORY QMM IlLVAiID=X OR 1N I'I= }L_dt/t cExrEwtATFs Alb 5sh- 2 5 oR" OF CENTERMA ES ONE ALTERNATE HV'1'LOCK ft MAY BE INSTALLED IN UEU OF OTHER LOOKS FOR ANY SPAN AND I4STALLA110N AT ANY ELEVATION.ALTERNATE L0� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK @ "— NUMBED WIDTH- --•- I INCLUDES USING J'CUP®,AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENIE MATES Q�ANO @ W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0 x 5/8'RIVNW.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS or TOP AND BO'TT'OM 15 MANDATORY. N.TYPICAL H V DET 3 SHUTTER ELEVATION • APPLICATION Wf HD LOCKS & CENTERMATES: _ 1.ITHIRD,ALTERNATE TO wueaTaln COROIl10N/i VALID FOR HO I=6e W/(Z)HD P.E7n4lMM a OR SEE UMITATiONS OF USE FOR AL U BLADE A ON SHEET 18. If, NATE LOCK LIEU USED IN 3 OF OILIER LOCKS FOR ANY SPAN AND MNSTALLATIONS AT ANY ELEVAAON. --^-•—•--� ALTERNATE HD LOCK @' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LOCK @ TO®IS W/(3)#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT ft AS SHOWN ON SECTION 18,SHEET 12.LOCK MAY BE INSTOPTIALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR,ABOVE M! AN.USE OF LOCKING RODS a or�IS COMPLETELY ONAL FLORIDA BUILDING CODE (Non High Velocity Hurricane tone T� 1llstt''- �+ (8J 2015 EASTERN METAL SUPPLY, INC. `,, A■+S:�7■A■ BERTHA HVTM 1L ECC? Accordion Shutter System Etv BUAE w OR w 0 Kv.NANDON(MADE J _ Amertaan Shutter SYMOF"S REV.No DESLRIPTION DATE a,tAWN BY.M.L.TILUT TESTING & ENGINEERING COMPANY =' 63i3 NA 389,.SL,Ste.703.NRMLA CAAMs.Mom 331 Ansociatton, Inc. � I OLD t3-OA 4/13/, DATE:ae/13/1s Phone:(3114)871-1530.Fox:095}871-1531 4268 Westroods Drive Y DRAWING No o—mdh wtocoOooLeam West Palm Beach, FL 33407 3 • ��Da,�A: ,� M-0005719 1�'-VG/6 ........... ••••"lo •• . .4z;s```1 fLTM u 44167 s SHEET e 0 8 )Lw�sl MAXIMUM SHUTTER SPAN "L+'r OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR A'L—r'* (ft.) (1)RLA+�NA OIRY a1cWrJllE SPAN FOR AGYETI NWRPOMVE ASA.oMIG PRESS FOR INSTALLATIONS W/ (D HV BLADE. A . FOR INSTALLATIONS W/ Q HV BLADE. A RAjING.�Y!SLA%tel£SPAR FOR A GNFN t$OATNE AB.O RESIGN PRESSURE (2)PROCEDURE 10 DEtERLLK MAID"SPAN FOR WALL M=4M CMP/BTnOY)OR FLOOR/CBLIHO: POURED CONCRETE,CONCRETE BLOCK t FOR METAL STUD IN INSTALLATIONS ■ GIVOI A PO%M APRESSURE SO.DEM RANO,DET17c+n+E MAOALW SPAR W MAXIMUM AND WOOD INSTALLATIONS t MAXIMUM FROM SpEDULFg A.S.O. A.S'O. FLOORtOEiUNG � ON01 A NIMAT E ASA.DESRRI PRESSURE RATHO,DETERLiCeIE MU01UM SPAR PRESSURE WALL MOUNTING FLOOR/CEIUNO MIN.SEPARATION TO GLASS PRESSURE WALLMOUNTIND MIN.SEPARATION TO GLASS FROM MUM. RATING MOUNTING RATING MOUNTING _._ (peQ --- xwpmRO♦ yw" + + tmwSo�a4Oa . .. Fabi YUY NIAWABLE SPAN 6 EOUAI.TO THE NIt1150!)1 DETERMINED SPAN L+ L" L+ .- L vaame+�s ._.. f or L(F1') L-(FI) L(FT) L-(FT) " z eERVm+1+'AVB 1 FT) y saa aysOaS oa an0 W" (3)PROCEDURE TO BEIFRMWE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL T' i3'-0 1" 411!16 512" MOUNRNas W/FLOOR/CEaLNO YOUNTOM 35 12'-7" IT-O' 12- 84 T-0" T-0" 1" 3 7(16" 51/6 FOR A OMEN POSRNE ASA.OESICN PRESSURE ROM; 40 11'-10 12'-3" 11'-1,P' 12'-3" 1" 411/18" 61/2 OEWNWL.• 46 ti'-9" IT-11" 11'-9• -TV-1 IF 1" 411118" 512" L1+-MAX.SPAN FOR WALL IR LKI'MMNO INSTALLATIONS. t;}-MAX.SPAN FDR Fi04R/aEIUNO MOUNRNO INSiALUT10N.4 50 11'-6" Ill-B 11'-5" I V-IV T" 411118" 512" 72 8'-T 8-7" 1" 3 7/18" 5118" FOR A cNOI NEGATIVE A.&D.OEM PRMSUFM RATING: 1V-4" 11'-4" 1" 411118" 512" DEM4IUIE: d"" - Lt--MAK SPAN FOR WNL MOUMiNO INSTALLAIOM 80 1d-8" 1 -8 V-6" 1 411118" 512" " r , 8`-8' 8'-8" i" 3516° 61/8" SEE SECTION 10 ON SHEET 10A. LA--MA%.SPM FOR FiDOR/cBUNO MWNONG 815ULlAlON3. 518 b 1/b" nNu 1AW&W A LOWAffiE SPAN IS EWAL TO M MINULN IIENCIN'LW,'U+*. 1" 3518' S1/B" 'u-Aero to" SU T-3" 7'-3" r.3" _ T-3" i' 3 5}B" b 1/5" (4)00 70 ANCMA scNM ULE ON SfrEF.TS B&7 FOR CONMM AND Bial! 'WE FOR WOOD AND TO SECTION ON SHEET 10 FOR tMNSTOfiE MOMNTWS RID SHEET 85 6,-10, 6'-10" 6'-10" b'-i0' T" 3 515" 5 116 10A FOR METAL STUDS WRH FOBL 1Aw#M ALLOWABLE SPAR Arm NMTM DESlCN 90 6'.7- 5'-T' V-7- 5'•T' T" 3 518" 61/8, LOAD TO DETERMINE MA%MLM aACIM)R sPAORL0, 95 6-8" ;-8" 5'-IK 61-el 1" --'3 5/8 61/8" (5)MRRWM SEPN+OM TO GLASS SHALL BE THE GREATEST MEASURER FROM MM 100 5'-5" 5 REAR OF IQIIM25 OR REAR OF LOCKS COMRIAAIES AFP To CLASS. 105 6'-3" 5'-3° 5'-3" 5'-3" 1" 35f8" bi18 MAXIMUM SHUTTER SPAN "L+'T OF "L—'r* (ft.) FO Iia b'-2" 5-2 6'-2' 1 6'-2 T" 3 51tr 1 51/4" INSTALLATIONS W/Q & Q) HV BLADES, A A IN':TAt i AT10N LEGEND APPi m-aRt F FOR Cts HY AND ((�HV BLADES UB RATES CONCRETE & t EXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR "L-"AND POURED CONCRETE,CONCRETE BLOCK OUNTINGS MASONRY METAL STUD WOOD MAXIMUM AND WOOD INSTALLATIONS MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLAnoNS INTO A.S.O. FLOOR/CEILING 1W,3W, 4W CONCRETE OR CONCRETE BLOCK SHAM.BE:LIMITED AS FOLLOWS: RESSU WALL MOUNTING MOUNTING MIN.SEPAMATIONTOGLASS WALL 1, 2, 3, )0 7W, gyy & IOW 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RANG 4, S & 9 --- +64 72 p.s.f. AND 7'-6" SPAN, SEE SECTION 9 ON (+w-} r + wRmzaes SHEET TO. L(FT} L-{F'T) L(FL) L-(F'T) i•aaz KWME c�`:IATB FLOORJCEILING b, 7 & $ 2W.&3W8W,6W 55 g'-8" 9'-6" 9'-8' 9'-8" 1" 4318" 41/4" 62 8'-11" 8'-11" 8'•11" I 11" 1" 43184114" EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" +SEE UM ATIONS OF USE FOR AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR BLADE 03ON SHEET 18. INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOt.LOWS: 1- CONNECTIONS TO PLYWOOD LIMITED TO *62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.e.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET' 14. 441TLLLM1NNyA/ FLORIDA BUILDING CODE Aon High Velocity Hurricane Zone 2018 EASTERN METAL SUPPLY,INC. ENSF''� BERTHA HVv AS■ A■ Accordion Shutter System ■ ■ * - H.V.RAIDS W OR W O FLV.0Noaw aaDE /$ 'W TILLIT TESTING dT ENGINEERING COMPANY American Shutter Systems RLY.No DESCRIFIIOR DATE ORAWN ITT:Ait 'A•- tV Association, Inc. 1 OLD 13-031 4/13/1 DATE 04/13/15 '�'SA•' F Q .' ,` °ass N.w.3su sr„n".305,VIRWU GARDM FLORIDA 331 4288 Westroads Drive z y� '`� Phone:(305)871-1530.Fo":(303)871-1531 DRAWING NO �f VSs+a �vA`�� "-m�:ulra""oo"Lwm West PaIM Beach, FL 33407 3 WALTER 0.TILIT jfA A/AFlNNN11111111ALT` Es- Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U° 6 441675 S OF 19 Ion .. aeaooQoaceac�eaaaoaoaanonaoo�laaaooaoQda0000co all an Go 1311 °aaaooaaoaom .. 0anaoaaac�aaa�a�o�a�aaaanQaaaaaanaoaaaaaaaa� can WIIIII1SIICHI1I comillooloolm comilmon an IIIIIII annual IIn-linesiono mail I IN OEM aeaaQeo- Camillo I ancomom Ian I an call I.-Conallail laQam conalem IOnI unlaces III OWNONE one no I in noun lindinedell III Ism me oncloold Imannalloo 811111111 Bal all MR no inalloon Ion n_lom oil All Ion so emu inallooll an Ion low., an all an III Ion loll a 11111IM18111111 an III oaoaeaaeeaoaaaeacl�esaaeooaoeaeaonoeomoeaea am POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE 8LOClKe OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULEON SHEETS 6 At 7) WALL REQUIRED EXISTING V4:, CONCRETE ANCHORS 1/4'0-20X.3/4*S.S.BOLTS W/ CLASS-- I re (SSE SCHEDULE ON SHEETS 6 7) UT&WASHER 0 9"O.C. MR.SEPARATION TO OPSE SDiMULES— I'MIN.-I SNM7 5) or or-• 6k F 1 2' ��77, F- 2 5 4.Ntc E. 4 4'" i i 20' M WARIPON TOX3Sr_ MIN.SEPARATION TO —T NYLON COVER EXISTING /4 —(SM.SCNQ.ON 1/4"0 3 *'F.H.S.D.S.RW GLASS-- EX E%LANG BUILD' TEX SCREW 0 9'O.C. POURED C E CLASS— - .4-v-1 VCONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE"ON SHEETS 6&7) WALL REQUIRED WALL MOUNTING INSTALLATION EXISTING E)GSTNG GIASS--- GLASS MIN SEPAIAl'ON 1.CIA" MIN.SEPARATION TO MIN.SEPARATION TO —GLASS -'(SDE SCHWOLKS ON SHOOT 5y— or 01 OR ®+ EXISTING CLASS 1/4'WX CONCRETE ANCHORS SE SCHEDULE E ON SHEETS 11 7.1 Y(@ um D R Ex"5nllG S_ CURED OR CINC WALL RE. EDGE OF COGE OF SLAB IF I,MIN�j APPUCABLE APPLICABLE SLAB IF or or S.S.8085 W/ D /4 POURED NUT A, CONCRET REQUIREMD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 6 7) POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK CON ANCHOR$ CONCRETE ANCHORS OR CONCRETE BLOCK RFD (SEE SCHEDULE ON SHEETS 6&7) WALL REQUIR (SEE SCHEDULE ON SHEET 7) 2 WALL.MOUNTING INSTALLATION WALL MOIL NTINGINS-TALLANTION (A) FLogg mouwwa iNsTALLA-rioN NOTE FOR COMBINATION OF SECTIONS. BE DISTANCE I-SCE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED SEE UMffATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION, BLADE(BON SHEET 18. SCALE 3/8"=l' I F FLORIDA BUILDING C DE (Won High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY, INC. �j` TEC o AwSmS.A. BERTHA HDTV Shutter System - / Kv.IlADE 04093 Wj OMR KV.WINDOW MADE#3 Shutter Systems Fo.Ib OESORIPTWN OATE DRAWN BY:M.L. TILLIT TESTING & ENGINEERING COMPANY EOssociation. Inc. I OLD 13-0311 4/13/la DATE.04/13/15 TAt E OF N.W.N36th.St.SW.301,MM4 GARDENS.FUIFWA 3316t zl Phone:(305)871-1530.Fox:(M)071-1531 4268 Westroods Drive z DRAWING No -10 Rl%) --g.fjltm*.W�. West Polm f3ecch, FL 33407 3 .......... EB- 6719 —086 S1 0 NAL WALTO A.0101OLLIT Jr.P.F- 4 15 FLORIDA Lt..1 44167 5 SHEET P.E. ;h6ji;6WRE/DATE I I - 5 9 OF 18 CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED CONCRETE ANCHORS(EKCEPT EDGE OF ALL POINTS SOLID 5 Nf 6' E}::! ......,.• —SLAB IF APPUCABIE r T`•: _ O.C.(SEE NOTE i0N SHEET 5 POURED CONCRETE OR ! FOR LIMITATIONS) f CONCRETE BLOCK r; 1/40-20N3/4 S.S. •I. REQUIRED RINE SCREWS USING "+•:.4 1%r 1/4'-20 NUTS O t2'O.C. 2 �.. 3 D' (2� SWAPAOTM T TF=&v— EIIS TING MIN. E.D{?'; `•' 1/4-MAX. GLASS— WH.SWARAT" a t iN i N•• Eo MASS ON SHEET 5) 1 1 GR I�♦ I i, I, GLASEXISTINS 1 I O °N10 MASSj } -----------------(SER SWaKA S--""-- 7) CEILINGMOUNTING INSTALLATION EXISTING W SEQ s) CLAS t i 1/4.0 RW BUILDE7(TAPCON W/ADVANCED THREADFORM ro TECHNA`,IX,Y OR 1/4'P.POWERS FASTENERS TAPPEPH_ ANCHORS W/1 3/4"MIN.EMBEOMENT a 6'O.C.FOR i ON wa 5) i OR ♦ UP TO 6'-0"SPAN AND 4'0.a FDR SPANS LARGER -� THAN 6'-0'UP TO 7'-6'MAIC APPLY SEALANT AT I DW FASTENER HEAD(TLP.)(SEE NOTE 1 ON SBMT S 1/2. Exism GLASS 1/4'MAX. FOR MTTATIONS) CONT.SEALANT I -110.3/4-HEX WASHER HEAD TEK SCREWS 0 e"O.C. A+AX ALTERNATE IHTERtOR N° 'i < 1/4'0-20x3/4'SS MS ANCHOR LOCA 3/C EXTERIOR CONCRETE ANCHORS ;�'• •:,T USING 1/44-20 NUTS © t ,' .-. (SEE SCHEDULE ON SHEET 7) ::`4: ®12.O.C. EDGE OF i '• .• - < `� EXISTING NON STRUCTURAL •- T= 2;' .X '' •, 2.00"�MIW. :id.500" WALL TRIM(DECORATIVE A!'SLAB IF E ~ :i• .i,' .I•t" 1.• SSE OF .,. ..T.O00F• E.Qt Silt) MPUCABi£ .MIN, <4' POURED CONCRETE POURED *� "T REQUIRED CON - _... _.n:. REQUIRED ..p,w�.—.-- 8 F�OQR MOUNTING INSTALLATION 0 D NOTE:THIS INSTALLATION SHALL Q KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TD AN *E.D. EDGE DISTANCE MAXIMUM A.S.D.DESIGN PRESSURE+64.-72 Pet OPERABLE EXIT OR ENTRANCE (SEE NOTES&SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6' NOTE FOR COMBINATION OF SECTIONS; SBE UEIMIAAON s OFF USE FOR EET 18. I-SEE SHEET 3 FOR TYPICAL.SHUTTER ASSEMBLY INSTALLATION DETAILS(CONTINUED) 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone C')2015 EASTERN METAL SUPPLY,INC. BERTHA HVLT' "1, 4�CENs '••�= �' Q A Accordion Shutter System `-� 6 �. E G O iNa. . . . • wv ewnE,s w aaFz W o KV.w�NI RADE E'*' i * TILLIT TESTING & ENGINEERING COMPANY American Shutter SYslemS REX Ib DES"IFTION DATE DRAWN BY:M.L. hll/ S Association, IAC. 1 out NS O3, 4/13r1DATE:04/13/15 ti S TAI E OF t 4 83"R-K 36ft S`E­st'ma,w"O" n0R`A"'I 4268 Westroads Drive s , Ph...: 305}871-1530.Fax:(305)871-1531 DRAWING No ~�*�D�•., (QRF �pP .���� ( e-man:uRe�waow.�m West Palm Beach, FL 33407 3 15-086'�i,FTS' •��\���`�` WALTER A LLR1J1.P.E. 4 A,,7 S%pNKt ` FLORIDA Ue.�44167 5 SHEET P.E. SEDC`)i6(Ndlt9u�Ill t1�DATE 6 10 OF 18 SM END WALL CONNM8014 I I INSTALLATION WITH DETAILS ON SHEEIS. 10A. 13 & 16 *SEEN AND (J) OR ((�+ HV LADE WZ &,a:=4Lacxrd---�'a ON SHEET . HV CENTERMATES 0 & 0 1 1 EXIs�nw GLAS IMgn0NS OF USE FOR SCALE 3/8"=l" 14 SEE L ON SEE END WALL FEN] BLADE SHEET 18. CONNECTION ON SHEETS OR DETAILS ICA, 13 & 16 L—,.. ————— ..---———--------—————-- —————————— 20R(i) MIN. OR&Q)OR 1 7" .0 1/2' TO GLASS SEPARATION MIN.SEPAP OR OR OR(k)+� ATION I INTO SEPAPATIM MIN.SEPARATION (SEE FID rOR SCHEDULES W/INSIDE LOCK TO W/OUTSIDE LOCK TO ON SH 5) OR LE, ON SHEET 5) ON SHEET 5) M,ONTERIOR ON 5) #L OR(@ OR(&+(g LASS(SEE SCHEDULE CLASS(SEE SCHEDULE Q SHEET ----------- ----------- -- ------------------- ----- SEE END WALL DETAILS ON SHEETS 10, 13 JAOR(g OR 9 OR "% 14 OR OR F OUT (EXTERIOR) (EXTERIOR) (9 SECTION AT PPOSING END (0) SECTION AT SYMMETRICAL 0 (DIRECT. MOUNT) CENTERMATES W/ LOCK (1-6) OR ffX SEE M WNI OR CENTERMATES W/ CK a OR IS ON L_ 0:_ --------=OOR(DOR@+(DOR ---------- --------------------- 101L 13 & 16 SHEETS W/(21 -----T EACH 7 T 70('_CH�_(,a, 'I S.M.S. I -S.M.S.0 AT To 10.3/4 12' OR 1/2 (�)OR @+(�j)OR MIN.SEPARATION MIN,SEPARATION O.C.FULL LENGHT. MIN.SEPARATION MIN.SEP TO TO GLASS TO GLASS TO CLASS W/INSIDE TO GLASS W/CUISIDE (SEE SCHEDULES (SEE SCHEDULES OR&OR LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES 6 W/ ONLY FOR SECTION jo ON SHEET 5) ON SHEET 5) ON SHEET 5OON SHf.EC 5 (BOTTOM} .___.-_--•-_--.-_.-_--- /-------------- ------A---N-- 1/2" 0 1 O 1 1 13 14 OR j 3 OR(Q 5 SECTION AT _SYMMETRIPAL SECTION :ORNER POST klyp. ON SECTIAT OPPOSINGCENTERMATES W/ LOCK ro—OUT CENTERMATES W/ LOCK FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone ..........44 �..fill, 2015 EASTERN METAL SUPPLY, INC. j A . //w 1111 BERTHA HV'm Accordion Shut er System rT Mg c o 7.7\ AsSmSmAw KV.DADS 43 WJ OR W/O KV.WIMM MADE J3 American Shutter Systems uy.N. DESMPTION DATE DRAWN U6 W.L t: TESTING & ENGINEERING COMPANY P41V-51 .. g TIwT Association, Inc. I OLD 13-031 4/13/15 DATE:04/13/15 S 0 ..%AZ —R.W.34u4 St.St..=I VIRGINIA,Q-4va.FLOW 3316f (305)871-1530.Fax:(=)S71-1531 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 .... .... X EU-00067W 15-086 WALTER A.TILLIT 4r.P.E. 4 FLORIDA U.j 44167 SHEET P.E. Sk7Pi&W� dE/DATE 11 ED INSTALLATION INTO CObICRETE OR CONCRETE BLOCK WALL* OUREO CONCRETE POURED CONCRETE SCALE 3/8"-l" OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED -ECUREO CONCRETE BLOCK WALL REQUIRED EWSTING CLASS OR CONCRETE POURED CONCRETE OR BLOCK WALL REQUIRED CONCRETE BLOCK WALL VOSTING GLASS :.,..*,..7 1 40 A. L--------- ..z MIN % REQUIRED 'ti GLASS EXISTING GLASS V. I/l6,x3"MAX (LOCATE AT063-T6)CoNr. (6 4-USE 11"OR 2'MAX. EITH IDE I ALUM.CLOSER OF SPLATE. r AT kx (AS APPUCABLE).2'xl/B"xO'-2 EITHER SIO F ALUMINUM CUP ANGLE M1, (6063-TIS ALLOY)AT MIDHEIGI-rr I --»------ ----- W/(1)#ioxl/,2-S.M.S. < 9 JIOXI/2'S. --------- Ill I Ox &(2)10 ANCHORS TO WALL 0 lee"O.C. SEE 0UR� {OCATE AT EITHER OR@ El.L X tF SIDE 0 9 SIDE CONNECTION SEE:DETAI SEE DETAIL L M' 9 Co TO TRACKS SIDE CONN I I X FOU TO TRACKS OR SIDE CONNECTION —@OR@-OR&GOR@=L!K--- TO TRACKS 2 OR 3 OR nA +(7)OR q OR(a)OR@-05 ORO+(�)OR(&OR@+@ + 7 OR OR'(A)OR@+�OR(Z+�OR OR Q + OR(a)OR 08 +(3)01:!� -END--CONNECTION DETAIL (@ END CONNECTION DETAIL 0 END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- EXISRNG GLASSPOURED CONCRETE OR CONCRETE BLOCK WALL DUSTING ------ ----- -7- REQUIRED GLASS 9-.16 ORQ OR OR Vo'PO. MIN. Y OR(�)OR(@ ANMOR Q:40!-*O.E.: 2i @1 (2) (2 MIN LAN (VOR(�)OR @0 VIEW OR(�) OR(@ SlOR & w ETAIL X 1 OR POURED CONCRETE CONCRETE BLOCK WALL OR 030R@1001R(�) S"E EE MN SHEETDNS OF Ul$,E.FOR REQUIRED ORQOR@+(3)OR(j)+(5)OR(&OR@lQ) t END CONNECTION DETAIL 6Q END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2015 EASTERN METAL SUPPLY,INC. BERTHA HV`"' C�Osimc, /11 E A.SuS.A. Accordion Shutter System -�T KV.%"4DE 4093 W1 OR w a KV.VIIINIM BLADE 19 Amerfean Shutter Systems MCRIVWN DATE DRAWN BY-.W.L IT TESTING & ENGIN Ir TICCIT ENGINEERING COMPANY IZTATE OF 4i — ENSj7fL0jRGA 3316 Assoclaflon. MID. I OD t3--03t 4/13/15 DATE-'04/13/15 N.W.N.W'UM SL'St.a (305)871-1530.v : .931 4268 Nestroods Drive 2 DRAWING No West Palm Beoch. IFIL 3.3407 3 0 15-086 1 1�04 " WALTER A."17ILUT Jr.P.E. 4 ,f IN FLORIDA U.- 44167 5 SHEET P.V-lQ RE DATE 5 13 OF 18