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HomeMy WebLinkAboutProduct Approval ° Business • 1 1: BCIS Home .�Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map 11Links�+ Search E a 11 �� ,�i•°ef USER;Produ�mlApproval b c User Product Approval Menu,>Product or Application Search>Application List,>Application Detail FL# 5Approve Application Type Code Version Application Status Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category IShu)ttersSubcategory Compliance Method Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE EJ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code - Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (tap and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389•R8 AE'A.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085:Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.I INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7, 11 nd 20 respectively of installation drawings for other spans nd pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::'Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card, Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE MATH THE 2014 (5111 EDITION)OF THE FLORIDA - BUILDING CODE'7HI5 ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE.ZONES. ' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECITON.1620 OF-THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED W THE JURISDICTION WHERE SHUTTER WILL TABLE OF. CONTENTS BE INSTALLED WART A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM.(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20...:'. IN OROFR TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA"1:-WV-BLADES(1)dN: BY MULTIPLYING THEM BY 0.6 IN ORDER TOCOMPARE THESE W/MAIL(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON:SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 _ IN ORDER TO VERIFY TWAT"COMPONENTS AND ANCHORS:ON THIS P.E.O.•AS TESTED.WERE NOT:OVER"STRESSED.A 33 X INCREASE,IN ALLOWABLE STRESS FOR WIND LOADS WAS fiff USED IN THEIR SYSTEM COMPONENTS 1-�20 SHEEP 2 ANALYSIS.HOWEVER•A WIND DURATION FACTOR CD-1.60._WAS USED_EOR VERIFICATION OF FASTENERS IN WOOD. - SYSTEM COMPONENTS 21-37 SHEET 3 BERTWI H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERffn IN ACCORDANCE MRH-sECRON 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER-ASSEMBLY 38--44 - SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL - - -HV BLADE O 50214.01-03•.0715.01-03.57004.01-05,/1214.01-05,50317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: lilt BLADE(1)AND HV WINDOW BLADE Q -AND-E-1996 STANDARDS(MISSILE.LEVEL.D,-WIND ZONES 1.2&3)&--Q122D.OI-10 AS PER-TAS-201,203&203 PROTOCOLS LARGE.MISSILE- . . - _ _ (WHERE APPLICABLE -HV WINDOW BLADE®50505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.D,WIND ZONES-1.2,3)BASIC PROTECTION-ONLY AND 5 0725.01-88 AS PER TAS 202 PROTOCOL- - - - --- TYPICAL'SHUTTER ELEVATION &NOTES-ON LOCKS SHEET S_ INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 5 2.HV BLADES AND IN WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERM.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.�BERTHA H.V.ACCORDION PINS(IN SCREWS).USED"-AT-BLADES KNUCKLE AND FOR DIRECT MOUNIr CONNECTION TO TRACKS SHALL BE 514x2.75'AND 514.1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE .DETAILS HV SHEET$ STAINLESS STEEL.SCREWS WITH 135.0 Hui YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTRA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY'APPROVED -- GENT_ERM_A_TE ALIERNATING DETAILS FN SHEET"9 COATING APPUCATORS, REGISTERED WITH AMERICAN:SHUTTERSYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ONTHEIR HEAD. - - - - ­. _ - _ - - END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.All ALUMINUM-EXTRUSIONS SHALL DU ALUMINUM ASSOCIATION ALLOY_AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR G063-TES ALLOY 5 30:0 keI AND 35.7 Lai FOR ' 6005-T5 ALLOY:': .. .. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 12 5.ALL SCREWS TO BE STALNIESS STEEL 304 OR 316 AIS1 IiERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Iasi MIN.YIELD STRENGTH AND 90 Iasi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK" SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - .. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET.14 6.emir TO BE ASM A-307 GALVANRED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL..WITH 35 Tai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 -HN BLADE(D&Q WORKING IN.UNISON: 12; 13& 15 - INSTALLATION DETAILS 5-X.WOoD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SVSTETA BEARS A US.PATENT 56779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 55'458,179 ISSUED TO EASTERN END CONNlECHON DETAILS 7-12 & X.WOOD SHEET 18 ....METAL SUPPLY.INC. - .. .: .. ..; . AREA 3: HY VANDOW BLADE Q:ONLY 9.R 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 BUILDING TO PREVENT WIND/RAN"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 NOME OWNER,TENANT.OR OTHERS.MUST.PROPERLY CLOSE ALL HV AND HD ' CENTERMATFS AND'ENGAGE,OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 ..:PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE. -... - ..:" 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. . 13.(e)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC'PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UFE SAFER'OF THIS PRODUCT,WED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BEUSED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITEIS DHE COMRACTOR's RESPONSIBILITY• OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC.PROJECTS SHALL BE PREPARED Bf:A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THERROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER,USE OF THE RED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO ME P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF".RECORD THAT PREPARED R. .. NAIL .: ... 1 .. ... . .. FLORIDA BUILDING.CODE(Non High Velocity.Hwricone Zona %�� \1E.. . Tj , ®2015 EASTERN METAL SUPPLY..INC. y, ....... r �~cf -, BERTHA H TM `'- o. A S S A. Accordion Shutter System c .. 1 L E.0 O. N C.-_ . . . . H.V.BLADE#, W/CR 1N/0 HV.N_1N]OW_ MADE American Shutter Systems . UEYCRIPIIoH DATE DRAWN BY: ILL .�n.S TILLIT TESTING & ENGINEERING COMPANY �r��•. ,N. TE Of *_ 6759 N.W.,36th.SL,Sla LOS.VIRD111/�rJfmflS.FLOR[u 33I Assaci.QFian, Inc. - 1.. OLD 11-192 4/13/15 DATE- _4/13/15 -ze•-•--E(} ^iT, Phme (MS)871-1530.F.:(305)871-1531 4266 Westroods Drive s �,�d'Si ... •,.•'�((,; ." DRAWING No -.1 b1tico0aol.com West Palm Beach. FL 33407 3 .... .. NAL EN�'�d�`° WALTERA.T1UJi'Jr.P.E. 4 15-085 ,IIFLORIDA lie.Q 74167 3 SHEET P.E. SEAL�S�O}�ITURE/DATE. 6 1 OF 20 ... • sY rTne o:emall e1)Or:�. c ... .. n .. VARIES 1918' 1.491' . Mar. 1. ?00' ♦.1� o 0454' o - .096 .375', STARTER O HV SOLID BLADE OHV UNIVERSAL FLOATER i �D' QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED fOR •)iV BLADE ®1jV DIRECT MOUNT HV BLADE U tUA HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE.(1) ® 6063-I6 ALLOY ANNDD TEMPER "37- GOG3-T6 ALLOY AND TEMPER _- -3,220'_-_--" 1•.00` u _ '124 085- 'y 2.670- 6 1.000- __ - .670` -2.226` __. - - -' - _ _ _._ _ _ _- _ _ _ 072 -. _o _ _ _ 042 .092- 1 \7 !`- ---- O7 HV ADJ: ADAPTER W/LIP +z-ZIPn 1.375 0:072` .07' ._ � .920 - 3.226 QUALIFIED=FOR use W/ KV `8- HV WALK-OVER TRACK - ©HV M. FLOOR TRACK BLADE IQ QUALIFIED FOR USE W/ W OHV TRENCH TRACK ss ,.7�- 6063-16 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ IN OUALIFlED.FOR USE W/ HV 6063-T6 ALLOY AWD TEMPER _ BLADED ONLY. 1� HV RAINGUARD BLADE-11� : 6063-TG ALLOY AND TEMPER QUALIFIED FOR U E W/ W' 6063-T6 ALLOY AND TEMPER = VARIES ^ "_1_@S6'_ BLADE VARIES 1.936' 6063-T6 ALLOY A D TEMPER N MV.. 1.917' - -083` ,083- _ .083` mo _ -093` _ .093• 'o 00 - .100` _� mL _ n .125` h Oro•_ Il .093' CR 676 �- O�.1 670 1.686` C- •:670A 3.529`• m __ .520"1' 520_ 1 HV HEADER/SILL - 529 11 HV CEILJNG HEADER 13 HD CEILING HEADER/SILL / QUALIFIED FOR USE W/ HV BLADE 1 ONLY Q IFlED FOR USE W/, HV BLADE(1�ONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE C1 j 14 HD WALL HEADER SILL SEE SECTIONS FOR VALIDITY.-I) SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0)ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A 0 T1 T2 T - X Y i -FF- %MPL Y MN t ... -_ � 2' 2' 0.125" 2' 'S-MAX.+ 1/e- i/8` 1 3' Y. 0.090,• IB 2` S'WkX. 0.192` 0.192` 1� SIDE ANGLES ----- CORNER POSTS 79 2.5" 7-MAX. 0.190' 0.190' QUALIFIED FOR USE W/ ITV ALUMINUM ANGLES_ O � "QUAUFlED�FOR USE W/ HV BLADE( QUALIFIED FOR USE W�FIV - BLADE(� 6063-16 ALLOY AND TEMPER SLADEQONLY. 2- S.MAX. 0.139- 0.131` 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING.CODE(lion High Velocity.Hurricane,Zone P_TIL(...... r���".. - - - (0 2015 EASTERN MFTAL SUPPLY.INC. T BERTHA HV. . BENS ASS A F �'' Accordion Shutter System 1 L E C O i N c. ■ ■ ■ ■ KV.BLADE#1 W/OR W/D KV".WINDOW RADE k- American Shutter Systems e,• OrscMPllo6 DATE ORavm 9r M.L. *.t ell/�s/rv' = TILLIL TESTING & ENGINEERING COMPANY "' STATE OF a Assoclaflon. Inc. 1 DID.11-192 1/+3/15 DAIS 4/1.3/15 6355 KW.361h St,Ste.303,VMGM GNSO15.fLOR6f 331 P1 :(305)871-1530.r-:(305)871-11531 4268 Westroads Drive 2 _-"---. DRAWING No '���O,c •,FLORtO ,•�`�� a-R-0+ enmooa�an West Palm Beach, FL 33407 3 S/ NA� �`• WALTER A 7RilT Jr.P.F s 15-085 i FLORIDA"Uc.'6 44167 SHEET P.E. S`Yl_I si hM�'U�tE/DATE. s. - 2. OF 20 .. 4.660' .929- 1'' 04, DQ) .___oI1_1-:___1.0_36225•'. 0" m �ri_�_.or �__—._.__.._____mo_-_6_'e a0 .os. "�t<Ai�f�!iI_•.�p-r'ti M- +,II o� ---__'.o.n 1/4'-24.0iJx--71 8� ai/4•-20 -OSE.G-,5 [ 4.576- 45• - 2.293' ?.33' HOUSMo EWMM 1/mh•- D1 2.9 .745• SAYS BAKED PM110THRF PIECAI� (2 TYR) BAKED f[D -EGRESS I U N KNOB. 875BRASS _CnIKM a� je.45,. Ms(ow-E ( ) PLATED) __ 21 Ji/CENTERMATE s. -0 1.325 V QUALIFlED R USE W/ HV BLADE//J1 & ONLY �2) HV FLOATING CENTERMATE m H LOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OUA2�nED FOR USE W/ FN BLAgEU& (1910NLY ��3__ s.oz3� _ _ 67 a QUALIFlED UR USE W/ HV QUALIFIED FOR USE W/ LN 6063-T6 ALLOY AND TEMPER (23) HV CORNER CENTERMATE BLADE(I & ®ONLY. BLADE.N'1J& ©ONLY. 250 - VV O.D. QUALIFIED FOR USE W/ HV BLAOE(JONLY . 76• 514. 874'. - _ -- - .. _ ._. 6063-1`6_ALLOY AND_TEMPER PLASTIC HEAD MOLOED 7.756' 922• - - "- 4 045- - -_ - - - 2L._ _ _._ _SCREW - - 1.75 � - .� .OSZ ^o� .�, '6 5' a 4" BEFORE RNETINCAFTER RNEfIN ^ 1/4 Js-20 x 3/4- M / Tj - S THUMBSCREW _1/4"0-20 RIVNUTs o: r • '���� m e ;�I OaA - m *SERBS 9444 A,NOHIIu(2024-T3 ALLOT)LARGE FLANGE THIN p m' S• SHEET NUTSERY P 20 AS WWUFACTURM BY AWEL -- . A AM 06 I•_2;_...__.- -� .I�-?7sr ,� .622• ce¢Km TExTutN.rrEsrPwr..NEW.IERSEY 07054 OR EouAL rvw FRM41 ELEVATION (� HV MALE "T" LOCK CENTERMATE 4566' t OCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR:USE W/ HV BLADE OONLY 4 HV FEMALE "T" •LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFlED FOR USE 'QUALIFIED FOR USE'W/'HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE W/ HV BLADE- ONLY W/HV BLADE0ONLY. BLADE QT ONLY. 6063-T6 ALLOY AND TEMPER' 6063-T6'ALLOY AND TEMPER 1.917 1.917' . of - m � 't-3� 0-_ / _\-THUMSTURN I • °y'_. wz- ie .. CYUNDER OR KEY CfUNDER 214• MER O OC OD �2 C R E C NG 0 m 0 0 �o QUALIFIED.FOR USE W/ HV BLADEI &. A QUALIFIED FOR USE W/ HV BLADE 1 &QA (9� HD CENTERMATE'S INSERT 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ^ o _ VARIES_12•MIN. - QUALIFlED FOR USE W/ HV-BIADE(1)&Q!q _ 1/4•;0-20 S.S.OR J/8-.-t6- :1 130• 6063-T6 ALLOY AND TEMPER -' I �7HUMOIURN '-ACETAL THUMBSCREYYS. ... -11/2• - CYUNDER (SFE DETAILS) DD 57 CYUNDER _ T,— 1 176 Mo 0 KEY ® LOCKING ROD _ ,/a•m_ ® HD LOCK ms'o QUALIFIED FOR USE W/ HV BLADEQ7 ({� 3/S"0_16 ACETAL `3� HV 1/4" 0-ZO ANSI 304 Ti!REGENT HARDWARE MORTISE LOCKS SEWES 2333 HOOK BOLT LOCK. .C� 6063-T6 ALLOY AND TEMPER `/ IRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ Hy BLADEtO& (A) Q 0o/INSTALLAIIUN WILL REQUIRE A 7/16• HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED:F TELA RM a y BIADe.01 ....... .... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . `;��� •: •�••• ✓A�'; .®:2075 GSTF.RN METAL SUPPLY.:INC. ENSF :9 BERTHA HVTM 1L ECO N�. A.S.S.A. Accordion Shutter System Ltv :• . � BADE Yl w/aR.w/o Kv w+tmow MADE :.�= American Shutter Systems OESCRIPT Ox OATe ntAvm Br: uJ l � E67`Si TIUJT TESTING & ENGINEERING COMPANY cc, Association, Inc. t Q(u 71-792 a/73/ls OAC: 4/13/15 A••, P `� c355 N.M.U6U.St.Ste.305.YAQRA aRDEm,RDRa JJt 4268 Westroods Drive 2 'yet-0 �` w,ono;(305)87f-153q.Fp!:(3os)e77-Tv1 DRAWING No ��FF••.:...• �� a pea Eit«000d.�o West Palm Beach, FL 33407 3 rJ-OSJ SSIOMA�' �Y�` ED-C008719 4 P7PYrYEannuu7pY4� WALTER A.T1WT Jr.P.E. g — -- SHEET `- FLORIDA Ue.IT 44167 P.E.. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 ® 3/8e¢I IN. PCE 1 T� s2s• HV BLADE.1 40 3 E T�O7I 1A ,675.1 IF WINWW RUDE .1066 D�SJ .o62s' ® HV BLADE 1A i----- I f .0625" _ _60 HV LONG RECESSED NYLON BUSHING 1 < BLADE'S7-\ B7s" i 1 Y , � KNOCK' � "9 OFENmI HV SHORT RECESSEU NYLON BUSHING '- HV NYLON HAT WASHER wo - f I FIAT PoRnoN R1.750➢'/ ® _ O OR ® ry y f- i i - -- / iENaN -{ 3 50' 4t HV WHEEL CARRIAGE AISI 302-303.SERIES I I I � 49� 4O „�� I u �/��2.8750" X iJ7 4.870"x3/16' THICK NYLON WHEEL - - '�_% I - - I - -� n 2 7/8"MIN. I / w WINDOW OV 0.188'0 AIS-1 302 SERIES S.S. RIVETS "' 1 I _ CLEAR .0625" x7.7500' OWE .0625' # ® HV 1 3/4" ACCORDION PIN. W/ #8 HEAD * EXTERIOR •If OPEN64GS t s 7/4- EEDDB_�Y - _-�- o j ON CENTERS C.. .7500" HV 2 3/4" ACCORDION PIN N/-#8 HEAD * I —yl------I 41 �4 .,,° :r4 ,� g�E/4' ��'c'+"EX.M ® POLYCARBONATE IMPACT RESISTANT AV WINDOW i +n I '{'I L �6 TYPICAL HV WINDOW BLADE I�_A AND Ii POLYCARBONATE HV'WINDOW DETAIL OR ® ® (SEE NOTE FOR I .. •I REQUIREMENTS) I (DOR 0 I / *POLYCARBQNA� IMPACT RFSISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE �f RESINS, UV;STABILIZED GRADE OR SABIC .ICLEA 11 * PIN REOUIREMENTS AT EXTERIOR DE KNUCKLE FORi Y ._ lir____. _ _� i'To MOIINADE a INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F ON SHEET 19). HV WI O DR ® i 1 s (1) FN PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF I4V ACCORDION.SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR 44 EXTERIOR HV 1@ BLADE. TYPICAL SHUTTER ASSEMBLY ;n�;PROr�1i6STNdw ` R=N.T.S. - fAV PIN f2 OR 4. AT (2) I-IV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT ExrTRlaR "® EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV(D ,+0224' BLADE'S KNUCKLE. * E1mfeL / 3 (SEE NOTE i FOR iT sP[ Daum ASIY 092 0.043 mM' ao.1 mM' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. D4 ® REQUIREMENTS) # N . P- t� 1 nxslE rm sm MH wm ora9 9.409 v I: nrx09u 5 RFHCR u ra a wsn 0r90 2SOD 9•L txso9 psi (3) HV PIN ® OR ©W/ 1/2 O.D. 1/16" THICK S.S. WASHER O y j I FLEXUPA1 u9DVUS AM DM x800"J. x5.000 n.a. SHALL BE USED FOR DIRECT MOUNT INSTALLATION.PER DETAIL X; e� � � 31 ' NDiCIIFD 17(ID ASTM 025G 1a R-mM 17 R-Z/. SHEET OO Faa<a_.� _=__. WHL�1L'EEL CARRIAGE DETAIL s KE DM N Mw 0m.a ".'% e..s x MAx N.T.S. ASSEMBLY LAYOUT rah rx 9uwv.c aw OaJs C-1 c s c-1 0uss N.i.S. SFlf 1GNP10N Am 01929 IOW'F 9a0 T Y6AilE�(? ASTtl c15s TEN41F'.STPEF4=1 AFTER NU1NDa.W ASTM eta —0 0+1 (1) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TD.SQES"xS��Nun¢wH0 ASP 4sa 89619ei. 69MPd. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone —will/tCI'' m 2015 EASTERN METAL SUPPLY,INC. ��. `'cv" r' BERTHA HVT'm AS '� IL E C O SAccordion Shutter System j _ A H.V.BLADE#1 W/OR W/O H.V. WINDOW BLADE" fly TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EY. DFSLRO'EION GATE-::DRAWN sr''M.L TATE pF * 93?4 NN.•16tR R,Sk JaS,VJIGWA f+tD)15.aDaroA 111 Msec1Oti0O. Inc. 1 OLD 11-192 4/i3/15 ate 4/13/15 �' 4268 Westroads Drive z F'.. ORIDF •.'4����`` Pwnc :(305)871-1530.Fax d(7os)a7f-101 DRAWING No 9E 6DO06719 G9 West Palm Deach, FL 33407 15-085. •���.ss/ONAL ENG` .� WALTFR A�TILUT J,P.E. 4 P.E. r51611�URE/DATE �ON°A u`p 44167 8 SHEET OF 20 ®•gym + .®a 1. �• a o m M x 5 T u *NOTES ON HV LOCKS AND CENTERMATES: 1.MANMTDRY CONDITION N:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND.FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK or I MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION'OF LOCK SHALL BE AS INDICATED ON ^ TYPICAL SHUTTER ELEVATION.- ` .04 2.OPTIQ •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TD TWO HV 16 m LOCKS(0 OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES . F OR�SHALL.BE AS INDICATED ON NOTE(1)ABOVE i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTKINAI CONORION �2 NALD ONLY WHEN MANHLTORY CONDITION J1 OR LIMITED MANDATORY CONDLITON 02 IS USED HV" LOCKS): LOCKING RODS(39 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY S�oRE6•-Igp°R®• ,.$104 - ..'BE_USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO'-BE'USED-AT STACKING POSITION (NON HURRICANE POSITION). .. - 4.MANDATORY CONDITION 121 ONE HV LOCK ib 0 SHAM BE USED AT CORNER CENTERMATES FOR ANY SPAN G - _ ° AND INSTALLATIONS AT ANY ELEVATION. HV LOCK( or 631 SHALL BE USED AS AN OUTSIDE OR INSIDE.LOCK, ATTACHED TO�4 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'.LONG FLAT.HEAD S.S. M.S.TWO LOCKING RODS�S �- �' -AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. "yl5 x°o_ xvc I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWNONSHEET 12. MIX AL7ERNAXE 70 MANDATORY CONDITION 6 A/SnIMETRICAL CENTERMATES ft u-Fg r( -�k�i H33 5 ONE'ALTERNATE HV LOCK g(JI MAY BE:USED M LIEU OF HV LOCK or: FOR ANY:SPAN AND - O p N6E I 5GY�. INST TIONS AT ANY ELEVATION.ALTERNATE LOCK�.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � Vj { �6� OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©1 OR CENTERMATES SHALL.BE MADE W/ 1/4'0-20x3/4 ALUM. N 8z4E tg RNNUT AS SHOWN ON SECTION HVE,'SHEET B. ONE LOCK SHALL:BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONLMI(IN J3 FOR KEYSTONE MOUNTING INSGLATONS ONE HV LOCK 0 or @ or @ SHALL BE 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 03 or Q)or @ MAY BE USED AS.AN INSIDE OR - I _ - OUTSIDE LOCK, ATTACHED TO®or 1�SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 112."LONG FLAT HEAD S.S. SEE END_ J T�lj .- .. 1 .. _M.S. LOCATION OF LOCK SHALL BE:AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION OR'�TOP AND BOTTOM LS COMPLETELY MANDATORY. DETAILS ON D F E SHEETS 10&11EIGFIT FULL _ - 'OF CORNER *NOTES;ON HV "T" LOCKS AND:ALMMM 76 MANDATIDEM CONDITION.CENTERMATES: -UI'G1W1FD WOfH-- - 1' CENTERMATE �; ONE ALTERNATE HV 'T•LOCK 3d MAY BE INSTALLED IN LIEU OF HV LOCKS 2OR Qp.FOR ANY SPAN AND /.1n�,��rel•0w(pl�/1U ,.:3}m INSTALLATION AT ANL'ELEVAl10N..ALTE'LtNATE LOCK b�MAY BE USED AS AN INSIDE OR OMiDE LOCK.ATTACHMENT 1O �� �f© - S�B OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION ENG, SHEET 9,WHICH MUST BE O 5J. • 3-3-0 oa CONNECTED TO CENTERMATEAND @ W/ 1/4'0-20 x 1 1/2: LONG S.S.THREADED BOLT W/7/8'0.x 3/327 CJ O O • WINGNUT Oft W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4-Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 1 oR_6 7 cw MAXIMUM AfTwE ANO BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. �. 18,R�a�7ovC8,+�7 oa &�•�s)oa(T� @ C9`•�s 1�,•6� •NOTES ON HD LOCKS & CENTERMATES: 1: M : ONE ALTERNATE•HD LOCK 0P MAYBE USED IN UEU OF TYPICAL 111) HV BLADE SHUTTER ELEVATION HV LOCKS OR(29 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 04 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 1 IS W/3#8 x 3/0'F.H.S S.M.S.,AND INCLUDES REINFORCEMENT'INSERT 1@31 AS SHOWN ON SECTIONS:HOB- AND HEX:-RVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR'1Y MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAL FLORIDA BUILDING COD ( on High elocity. urricane one A•Tl��"'�.,,� .. .®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM °�P'��CE'Ns�'•'i9''s_ AS SA H.V Accordion Shutter System .BLADE#1 W/CR W/0 FIV. WINDOW BADE *_= American Shutter Systems DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY a STATE OF Association, Inc. 1 OLD 11-192 4/13/15 DATE: :4/13/15 :6�` 6A4 N.W.JGN.5t,Ae.3l%.YNCD.0 GVmFNS,nAPo6A 131 (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No o-m•s 6'Kccoacol.eom West Palm Beach, FL 33407 3 ss/ONALE��`�` watER ADnLlIi1�..PE 4 rJ—��J CJI 1 134` RORTIA Lie.6 44167 5 SHEET P.E. SFZL'�164RM`R`E/DATE 6 5 OF 20 . �I�-----CCC000NCRETE;ANCHORS .. POURED.CONCRETE POURED 1 (SEE SCHEOVLE ON OR U4CD ETT BLOCK POURED CONCRETE f 91EEi I3 RE4WRC0 1/4'¢'-20x3/4'S.S. POUR REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS RFOU1Rm FDR (SEE SCHEDULE ON W/1/4'-20 p� CONCRETE ANCHORS �j�^—// i 17 18 . qNE(SEE MOUNIINGOON SPECT 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SIIEET 13) II/ 1 Z OR V Min., 1/4'9720x3/4'S.S. t ER E4-• MACHINE SCREWS 2 _ E4 -r USING 1/4'-20 NUTS 1/ ' - O 12 O.C. E.D.• �/2• .250'Max. - ___ -•� - 13 oR $ __ • --03 Da 15 0/ a 750' M9x. II Ir I OPTIONAL ii I PTIONALTo i MIL-LASS(SEE II FOR VI%W ♦ t- -- - - - - -MIN.Stk'ARITION_TO GLASS 1 f•-n FGR II'191)AtD COR i 1 t - - _ -EXISDNG_;—(SEE.SCHEDULE.ON SHEET 11)=-__ ON 94if t91,9 I t I -- y 1 I (A AS9 - - _ DaSRNC II"SlD@Tg I MIN.CHFDUADON TO GLASS -- CLASS--i _L `(SEE SCHEDULE ON SHEEP 11) ..__.- t—' IXISINC I t L' - OC HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION C .HV WALL HEADER INSTALLATION + KEYSTONE EXISTING - MIN.SEPARATION TO GLASS rh GLASS-11 Nea 97AKM _ ok A 1♦ i � I r p I� - 1 rXISTING...' (SEE SCHEDULE ON SHEET 11) 1 M CLASS(SEE t'I I ZJ '`7' MIN.SEPARATION TO CLASS ii SO®3E a!SHEET _ rli' Ir (SEE SCHEDULE ON SHEET 11) r S— `•n rGR L4AnE a)Am- rf uPR.s lDh� i 15 Ex OPTIONAL a... III M E • _-_ Max. OPTIONAL O t/4 M9x. 13 aR Q 5 _I E. tt ii D i ` IIit 1/2'_ - -- 19 Ea EO- LZ)0R 14 IJJ I �\___1/4'9-20x3/4'S.S. I Mia l- O PHILLIPS TRUSS HEAD J ` L 1/4'9-20x3/4'S.S.PIIIWPS ((( LE �� MALI6NC SCREWS USING 1 CONCRETE ANCHORS .TRUSS HEAD MACHINE SCREWS -�-! - - NCRFTE ANCHORS / I TO` 1/4'=20 NUTS O 12'O.C. -_ -- (SEE SCHEDULE QN W/ 1/4'-20 NUTS O 12'O.C. V (SEF SCHEDULE ON SHEET 13) �/ ^Min. POURED CONCRETE-- SHEET 13) POURED CONCRETE f OR CONCRETE BLOCK ON CONCRETE BLOCK I tONCRETE ANCHORS REQUIRED WAIL REQUIRED C5) HV WALL SILL INSTALLATION / (SEE SCHEDULE ON ��HV.WALL .SILL INSTALLATION POURED CONCRETE,_- SHEET 14) OR CONCRETE BLOCK WALL RE4uIRED HV WALL SILL INSTALLATION IID; 0DANAnONaFSECWNS- INSTALLATION DETAILS. .W./ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E 11 EDGE DISTANCE ♦ SEE UM ATIONS OF USE FOR 2- MOUNTING SECDONS CAN BE COMBINED ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1/ ON SHEEP 19 0 HV . BLADE IN ANY WAY 70 SUR ANY INSTALLATION; ' uuuuH FLORIDA BUILDING.CODE(Non Nigh Velocity..Hurricane Zone r�z_ . ' ©2015 EASTERN METAL SUP.PLY, WC. �.\CENs . BERTHA HVTM A■S■S■AAccordionShutter System H.V,aAsnE$1 W/O(W/0 Kv WWW MADE American Shyfter SYSteR1$ Ey; OESCRIPf10N GATEDRAWN af: M.L.TILLIT TESTING & ENGINEERING COMPANY Association. Inc. .1 OLD.11-192 4/13/15 DATe .4/13/15 G="N.W.]fits.SL.Ste.307.VRG2tA GARDENS.FLORBA 331CA Pnona:(305)871-1530.Fm t(305)971--1531 4268 Westroads Drive 2 DRAWING No \ -rn•a:tut�zoftm..."� Viest Palm Beach, FL 33407 3 EB15-085 i FS •••::••••'•(�\\\\ -' =0006719 *';w ONA�LENAV\1�\\ WALTER A TWT Jr,P.E. 4 SHEET P.E. SF1;Lf�r�NATURE/DALE rLoaaA u9.g 44167 6. 6 OF 20 POURED CONCRETE ANCHORS _ 1 SEFARATCN I 1 OR ♦ i i MN.sFDARAttaV SEE SCHEDULE ON SHECr 13) -I TO�GLASS(M I r w�to-a '' .1 `O CONCRETE ( 'f i ® OGSTING a5 1 I tu.ans, REOUIflm t- F1X:E 1 11 FDR DUDE NDAtaCLASS--I ,I,L GLASS T-- DAB IF i ON SKEET tB�' ' M ON 2 - i D. PPPI1Cn8(E EXISnNG mAO6Nar QgT ' ,N, I'—ls¢>C�ul[- • 9. � NUN saT.r tq � . ... I i ALTEtNA i i i i E ; ANCHOR t 1 t 1 1 1 ' EXISTING i ✓ LOCATION Cl/SS 010.3/4'HEX WASHER HEAD 11 OR 13 OR 15 3/8 MRN.. TEK SCREYlS a 12'O.C. i -EDGE OF 1 3/8 MN. CONCRETE ANCHORS a IAB IF i N ' 1 APPLICABLE I. 06 - 7 .. (SIT.SCHEDULE ON SHEET 13) .. E9 . i i R I r /// EDGE OF EXISTING ASS I - ' _- i i ill SLAB ff SLAB IF p_ EDGE OF— APPLICABLE GLASS i SLAB IF /1/2 1 EDCE!>F APPLICABLE -- E.G. - EQ. POURED POURIDJ Inv.srPPuaRaR APPLICABLE FIAT HEAD CONCRETE ANCHORS To�= CONCRETC D'+ CONCRETE (SEE SCHEDULE ON SHEET 14) - - =I'-1�itU�m - - - -- r ON SHPET - POUP,ID-� _ _ REQUIRED_ T HEAD CONCRETE ANCHORS REQUIRED I M s4ET 12 FTR - - 1 OR-'� -CONCRETE - --f - - - - E/rfSNkQ/� REQUIRED ----E. 0..:. ___—E.-O.+.._. _ _ _ __ .- ..(SEE SCHEDULE ON S)i('Er 14) - 11- .TRENCH INSTALLATION VALID ONLY FOR UP T0.'+70. -75 PSF A.S.D. (I� HV FLOOR INSTALLATION t 0 HV WALK=OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER n HV CEILING INSTALLATION' - scHEnuLE #,3, SHEET 11 - --- -- CONCRETE ANCHORS J I ... uwaimt (SEE SCHEDULE 1/itl PDELoPow R/O SHEET 15) A /yCD THIVaAaOn pevJ t1) I T I On stET.1q- IJ(ISONG tECHNOLOG/OR I/4'O rOWM EXISTING.--•j CLA55=-r FASM4M TIPPER+:MA47S W/ 1J05TNG CLASS 1mC�uunmN ro NaAs I _ MAK, CLASS_t -IIsQ-mxu WN CKTJ 1D —O _1 n s'1»3N110N ro 1 3/4'ISN.EUDEDYOR O V i D i i I i -'I I I -_I(ST£'SOCYIMY ax 11) I1 I QC FUR UP TO 6-0•SPAN MQI 111 I I L� rIl 4'O.C.FCR SFM6 LARGER THAN N I.t I 1 1/4 '1 SFJaxA)0PI pw rE41m F�0.S1MD�EN PFADT 1 (imJ(SEE NInC tt OH SA JF IECT 11 -- 1/2' MAK. jI OR I 171023/4-HEX E. A FaR IDatA71CNs WU(. 'I %Ll TEK SCREVWASHER I SD _ CONE.SEAL NT 3 8" O 12'O.C. - .J14.3/4- HEX HEAD ' 1 8 I I I I - thA1/4'+-200/4'SS MS TIX SCREWS Ns 9"D.C. CONCRETE ANCHORS 6. IO C- 1T14.3/a"S.D.S. I I I t/�J L-.' -usN7 1�/Gs-2D Nurs OR 1/4"0-20 SS. M.S. O 9'0.C. -- Mux. - 1Y/NUT a 9"U.C. SHEET 14EDULE ON •Ot . 18 - WLL4nG NOHCRATIVEA17 DR 18 �O 2.DD'AIIN. WALL mL(DECORATIVE I J ; EOGE OF •.1;•- E.D. s1u) `' SlAB IF j14xS/a"F.H.S.D.S. .+ .MIN. _ I POUREl1 calxvJ:TE 1-1 7/B' -!- 1 7/R- APPLICABLE �-CONCRETE ANCHORS SEE NOTE 13(b) O 9" RECUIRED POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 \SEE NETT t3(b) D. -. -- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 7 •_ OR CONCRETE BLOCK � - --------- REQUIRED REOUIRED 0 KEYSTONE MOUNTING INSTALLoTION OPTIONAL POURED U HV WALL FLOOR INSTALLATION MA.ONM Aso.DESIGN PRESSUPE: pe CONCRETE- _ (L� HV WALL WALK—OVEf2.:INSTALLATION MAKMUM SIwTTFR SPAN 5'-0' RCOUIRCD (4) IV RAINGUARD INSTALLATION t NOTE-- NDTF FOR COMBINATON OF SECTIONS: • t 1REAMOVABBLLEE WHEN PER R.SHAUL BED - E. D. EDGE DISTANCE TO AN OPERABLE EX R ♦ SFE LMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHOIIER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ELME tAON SHEET 19 INSTALLATION DETAILS W/ n HV BLADE ASSEMBLY IN MOUNTING .SUTTAN IN DE MON. m FLORIDA BUILDING CODE(Mon High V61ocit Hurricane Zone IN ANY WAY TO SUR ANY INSTALLAT,ON. . A..«CC ''7j,- - 0.2015 EASTERN METAL-SUPPLY. INC. . BERTHA HVIM F_. . /11LIE' C O RNC. A■S■SNA■ Accordion Shutter System H.V. RADE#1 W/OR.w/o FiV.WINDOW ELDE American Shutter Systems REV..rk DESCRIPTICN DATE DkNyN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY �'• 15ATE OF Association, Inc. t OLD n-192 4/n/1s DATE a/13/Is 6)55 N.d..16U.S7,St+.JN,VNCaN'A CAkOO6,FlOR!DA JJI 4268 Westroods Drive :2 Eno,+:(305)871-1530.Fax t(305)871-1531 DRAWING NO 11" % IR�, `,�� e-�t�9— West POIm Beach, FL 33407 3 5-085 10 WALTER`7_`,�r WALTER A TILIA Jr.P.F_ 5 SHEET f (IA�URE/DATE, FvaTaOn ua./441x7 6 7 OF 20 P.E..SEAL SfNI CDIM SHEETS 10 & :18 / - SEE NOTES ON LOCKING-RODS®,HV LOCKS©al f INSTALLATIONS W (IHV MO ALTERNATE RV LOCK 0 O SHEET 5. O lJ T 9 IN I F�0STING G1A55 ,L ** RUDE SUCK OEFNI INF IS VALID FOR ALL BLADE W HV CENTERMATES CENJEHW1rES APPLICATION SATH DLANEQt OR SEE END WAL CONNECTION -EXISTING cuss DETAILS ON SHEETS 10 bt 18 2-x2-xT/8'x0•-2` 3 1/4- 7' -_ 6 1/2__. (6063-T8 AJJ.OY)ALUM. OPPOSI[IG SYMMETRYCAL ANGLE W/(7.) 1/4.0 TAPCON 1/2' w©•® ANCHORS TO CONCRETE - CENTERMATES ' (TOP/801TOM)& -- 8tOx3/4'S.N.S.9 12' CENTERMA S MIN. GARATKIN (4)®70x1/2'SMS.-10 T7)DE� __ - - o.c.FULL LEr:GrR. __ W/ HV LOCK or _ W/ HV LOCK or ro canss AT EACH ANGLE(TYP) -I- - - -. - _.. _ (SEE SCHEDULE L I 2 * - Z _ ON SHEET 11) J ® m 35 NQS J - E_: 90, C\2) V0. F3 ©wOw©.Ow®aalo-•Ow -� ._ '-__0 ) r HVB lo�QSw©•OaD�•O�w HVA HVC ©•O•©w©•0��.9''"I .. .. 10'0@p11 •Orn©_©`" 3 EXISTING 7Q12E1�OI.00K WALL 6 w 1 CONCRETE OR G GIASS CONCRETE 9 snrlc 5•®w0'®°"®,®°` j SYMMETRICAL —— —-- C1A55 8 8 w 19• 3 w 1 • $ E%ISTIN « ©�'� O+®w MIN.SEPARATION O _O ® ®J`cuss I�1� W ENTERMAT�S* L —1 Q.�w�.®w®,©w ro SCHEDULE W-_HV OG—K 6 OPHONAL ONE scHEDu1"E ©�® * © __•--r _ONTFRIOR) ®�O°R O'©°A 19•G-5 ON SHEET 11) / I NTN.SEPARATION � l/ (SEE SCHEDULE\ I N OPTONAL ON SHEET 11) (INTERIOR) j —--- _ �a OUT l - ONCREtE ANCHORS HORS 1G-.. \\ .\ s �l'J—\ Is'D.C. ®_ VARIES -Rcr—, FOOT 6_1/2'MAX.SLACK ouT (EXTMOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,,,1,11111H1Jti/� ``��.``,``�(�A•TI(C T. ©2015 EASTERN NLTAL SUPPLY, INC. BERTHA HVrM A S S Accordion Shutter System . ■ . . H.V.HBLADE#1 W/CR w/o H.V. YANDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.'N. OESCR ON DATE M WN BY. :M.L. Ate• ST QF `? ° N.w.J6m.SL.STe.709•Wt4"WDENS.ROR� ]N Assoc(atlon, Inc. , OLD 11-192 /u/1s DATE. 4/13/15 Phone (305)871-1530.fax:(305)871-1171 4268 Westroads Drive 2 DRAWING NO y p:,.F�DAtipP -mc6:6Ttn..0.0.— West Palm Beach, FL 33407 3 6719 E 15-085 R.•000 'x/FSSI� fLOHfOA UGB 44167WALTER A.TILUT 1, E SHEET OF 20 P.E.S�CAL/ {GNhiCh1E/DATE ALTERNATE-INSTALLATION W HV "T" LOCK &OA HV MALE FEMALE "T". LOCKS CENTERMATIES 8 & LOCKERS 0 WZ 1 HV BLADE SIF END CONNECnON DETAILS ON SHEETS 10 A 1e INSTALLATION In HV..BLADE OUT IN. �'� a.ss .. OsAcx DETAIL RW.MDUTFD ON elrtEr i 'W HD CENTERMATES AS WELL AS UNVflCSAL FLOAUNG BLADE(DDETAIL MQ7-NVD. . @-@IC7 8�m�•®"� avlarmDn MISw SHEV WY BE USED rN MIS xr SEE'END WALL CONMECLION- ��®�®•TlH'-©•©�• UiITOLIATION DETAIL ING-SHOWN IN INK GE.Er. —J 10• DETAILS ON'SHEETS 10 k 19 --z•IT'LT,,)D._z_ .._ .-- .QB_-®a O9•®"v3'® _-_ - ___ _ _ -- - - - - - - - -- _ - - - - - - -- _-='35 I GEW/II),/.•.,APmn . NT: -- - - -. (DPIIO _--_. 1F,4�'S =(DID OV, /Y sA7s TO nrt¢I ho+s/a•sus.•,T - Ar FIAT ANGLE(T,9) I D.O.RUL 1_51Z. IK I N (4)N.V. I N (4)ILV- 30 HV T". � PINS QYP.) 0 1,a cr+g Clw•) I6a 3o 'cnuc 5 ul— = 3 - LOCK (INSIDE) -- -- GN I1,p Err 5 ®- OUT 31 oR 2 � 133 31 on 32 31 op 3 3.1 oR32 2 .. x 1 1/2" S.S.M.S. 35 - -0 (UPIIG AL) *SEE NOTE 6 FOR-IN LOCI('� # © W/ 7/8"q x 3/32" WINGNUT. (DPm7u1)HDB—HVI3 OUT HDC—HVC r wcK.ON sNEEr°' SYMMETRICAL HD CERMATES SYMM�FRICAL HD CENTERMATES ©0 HV "T' LOCK (OUTSIDE) 2® - W/ LOCK (IN RIOR y HVG* WLR LOCK (ExTEg1oR) / 1 SQ6ES 9H ALUwNW . (2074-73 AILar)LARGE MwGE I" SNEET NIRSERT,PART/G620. 10a® A5 MANUFACTURED DY AVOEL CICCRR'f �®'��•®w TFMORN.PARSIPPENY.NLP JERSEY ©•O•0p0©•O•®m 07054 OR EOW_ -- --- -- - ---- 30maa,�nc��r+Jais'Q m Is®Loo¢an%wr s NaVOGAL rLG'l o BtAD[�ORM.MOD-N+D K WIII rw ALL CL'DOYVFS M,cA S-To Ax HDD—HVD� FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HV. Accordiori Shutter System A.S.S■A. FLV. BADE#1 W/CR W/O KV.wWNMW MADE American Shutter Sysfems dv."tk DESCRIPTION DATE. ORAWN.BF: W.L. TILOT TESTING & ENGINEERING COMPANY 01• TATE OF .:a7 Awoctation, Inc. 7 OLD 11-192 4/13/15 DATE 4/13/15 9•'. 6355 N.W.]LIR 5L.St.JL5.VDSIW GARDENS MRM 1716 :(305)871-1530.TLA:(305)871-1531 4268 WestroaGs Drive 2 - DRAWING No „,-NOS.�� �^pl L1ee�e"w-�^ West PaIITi Beach, FL 33407 s 15-085 EB ApgnONAL 7dAN�AA WALLTER A.TUJT s SHEET P.E..SEIrS_f�` XTURE/DATE. 6 9 OF 20 POU flED CONCRETE OR :-. POURED R RETE _ - ORCONCRETEORCONCRETE �E CONCRETE BLOCK Wal R C NC [TLOCiC WALL REQUIRED -- BLOCK Wal REWIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS. - O 16'O.C. 1 2'MIN EXISTING GLASS mil,S1Pau0ON [- -2'MIN: F To GLASS(SEE r 1 MN. llat SCHEDULE ON 9-M : ACM LASS(EETION ;1 MN.SEPARATION EO ' EO TL)CLASS(STE it FOR BLADE DANU TO GLASS(SEE SHEET .I. i 1 I SOErodA �ON(4EET Y DISE ON 9-RT_T 1/16'.3'.MAX.=�' B DES 19 FOR I GLADE�� I 1 FOR GLADE MAND (6063=T6)CONT. HADES h® ON SHEET 19 /2, 1 HALE AND IXI SLEET 19 FOR a.UM. CLOSER19 FORON (LOCATE AT FlADES p'k® MATE (LOCATE 1/2� ._ / , BlA7F5 p&Q9� . - laT1O)SIDE _ AT EITHER R SIDE MIN. ' -I -- pdc OF S 111 / I A USE 1'OR 2'MAX I /� T- __� 1910X1/2'SM.S._�/ I ----- (AS APPUCAeLE)Xz'Y1/0'xo•-2' ----_J ® 16'O.C. _—_---- --- ALUMINUM CUP ANGLE 1 (6063-T6 alOY)AT NIDNEIfifT 1 - - - - (�) gtoxl/z'.sopa _ -- 4 (2)1/4"0 Ta'cONS ANC1tORS.TO - _ WALL AT 1'O.C.(LOCATE AT f S�� - SEE DETaL%FOR (CO R EITHER SIDS OF 4Q) OR • SIDE CONNECTION I OR ®_ SEE OE:.L X FOR �OR TO TRACKS .. - -- - •- SIOE CONNECTION ��_- _ �„©•Q7 v 8 0•®a SEE DETAL%f0 t� - ®w 6• 7 y 5 f0•®� TO TRACKS 'x.5•'^6. ,.8 10• - `'TUE CONNECTION ®a©•O7'a 8 I0+®4. O � ®'� 10'�®'©''(y-©•©w _ - -TO-TRACKS.. 10•®^�®'�®•®°'. O•®a®IETAIL END CONNECTION DETAIL 3 END CONNECTION: DETAIL END- CONNECTION_DETAIL.O END CONNECTION; DETAIL Q Q '+REQUIRED ONLY FOR SPANS GR-EATER THAN 12•-0- POURED CONCRETE OR IXISTING GLASS _ CONCRETE BLOCK Wal IXI�S S G ^ 4 REQUIRED MK�ARATlON a; I jV S.M. I`I TO GLASS(SLE O IB C. .mN SEPARATION Y N 1'-----'- tACiON SHEEr.AOEpAND CONCRETE 1/2'MIN, TO LTASS(SEE DI 6 OR®OR@OR SRIFORFON'SiFEI OAN ___ ___ 0ORQOR(qOR(. OPT ORS-IFETM I9 FOR ANCHOR E e _ 11 FT%t%ADE PANS] . ANCHOR ^-___ GLADES pQ,QA 12.O.C., Q I ��- 5 HSHEET p&® 4 - ... OR� Zj CONCRLIE 4y 16' �.--_.I O.C. 1/z'MIN. ___ _1 2'MIN:-_ -_--T EO _-_ �c OR(BOR 2'MIN. 2'MIN. ♦ SEE LIMITATIONS OF,USE FOR ����� y ,. BLADE(DON SHEEP 19 �OR)30R�oR@oR(g SIEx-i ,�5 P� DETAIL X 1POURE�DCONCRETE OR m�©'Oq© ID•®� '— END INSTALLATION REOUICONCRCTE BLOCK WALLO.Oa©a0 O®a Q., BY BLADE. OR.. H�V WINDOW BLADE INTO REOURiFD ��- 6 7 . 6 7 CONCRETE OR CONCRETE=BLOCK WALL. END CONNECTION DETAIL Q ® ®a® ®a® ®^ END CONNECTIONEND CONNECTION DETAIL(g) ®�® ®p® °®® FLORIDA BUILDING CODE Non High Velocity.Hurricane Zone ��o�rcR A.Tl(l/�''// 0:2015 EASTERN METAL SUPPLY.INC, �,,P`' BERTHA HVTM �, �cEnIS Accordion Shutter System A.S.S.A■ KV.eaJ+nE#, w7 OR w/o w.YANWJJ 13lJIDE American Shutter Systems ZEV.N. DESCR"ON DATE DPAWN er: M.L. n TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 1t-192 4/13/15 DATE: . a/13/15 STATE OF :�` 6)55 N.W.36M SG•Stx.305•VMW GMm05.nOR 331 �•• P (305)871-1530.Fax:(305)871-1571 4268 Wesfroads Drive 2 DRAWING N6 /'•••••.ARID '•� �� a=rtwil:mKoaoa..om West Palm beach. FL 33407EB- 3 l I L`G\�`\` WALTER/-OW671LUT 9r.P.E 4 .. 15-085 OtvAL T44N FWRUX Ue.'S 44167 5 SHEET P.E. StN�+snswA(URE/DATE. 6. 10 OF 26 SCHEDULE #1 .: SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L=" MAXIMUM SHUTTER SPAN* L+' IMUM SHUTTER SPAN*'L1" NOI ES (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R •L-" (ft.) INSTALLATIONS, INSTALLATION LEGEND ' CENTERMATES,(5 &® or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN,FOR A GNEN W/ ONE H... LOCK 0 or ® or�or � � &)W/ ONE HV LOCKS MANSORY POS1(NE AL&D. DESIGN PRESSURE.RATING. HD LOCK 1Y/ NO LOCKING RODS or ONE HV LOCK or®or.® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CFNTERMATES & W/ ONE HV'7" W/ NO LOCKING _RODS ORW/ NO LOCKING WALL A. B. C. D, E. M, N. 0, P. 0, AS.D.DESIGN PRESSURE RATING. ® ® ODS MOUNTING_ F. K & L R. S., &' V. LOCK( W/TWO LOCKING RODS ®TOP & (SEE NOTES f,tt) (VALID FOR MOUNTING 0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.It) - - SHEET 7) FLOOR/CEILING C. H, I, 11, J T. U. W & X WALL MCUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&W000 MOUNTING MAM)g 1rnRuw NSTAI.IA ON uAXmAtN CONCRETE: &M GPIFN A POSITIVE A.S;D.DESIGN PRESSURE RATING, ASA.DESCH, .LS.D.D£9b1 AJiA.UFSI(u1 INSTALLATIONS . PRESSkM WALL MOUNTING- FLOOR/CE,UNG PREZROC WAIL MOUNTING ry .i DETERMINE MAXIMUM SPAN "L+-FROM SCHEDULE. UA RATING & RAtwc iLOOR/COUr+C MOUNTING GIVEN A NEGATIVE ASD.DESIGN PRESSURE RATING, NOUMMG FLOOR/CEILING MOUNTING ) OR I.GR_) ___ I.OR_) _. _ _ _ __ (+rut-) ROOR NJ-MWMING �A DETERMItiE MAXIMUM SPAN Y FROM SCHEDULE. L 4 (It) 1-(R) L f (II- l-(N 1 f (N L-W L F (R) l-(6) 0 MAXIMUM SHUTTER SPAN •L+•OR •L-'FOR - 30.OR LES 16'-0' 16'-O' -16'-0' -16'-0- 30- 1G-O- -I6'-0' 30 _- 16'-O• 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FWAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -_ _ 105-psf.AS.O. DESIGN_PRESSURE RATING._._ - A R.t M DETERMINED SPAN BETWEEN 7+-AND L-"- 35 14'-10' 14'-10' 15'-2• i6'-0" 35 -l4'-10'_ t4'=10' --- 35 15'-2' .te:-to" - ___.- - - - - - - - 40 13:-ID" 13'-10' 14'-2' 15'-2' _ 40 _ _1S•-t0"_ I3'-1g' 40 14'-2' 15'-2• - - (3) PROCLUURE TO DETERAeIN£:MAXINUM SPAN FOR 45 13'-1" 13'-I^ 1J'-4' 14'-3' 45 _13'-1' _73'-1' 45 13'-4' _-14'-J'. t HV CORNER CENTERMATE e3 MAY DE USED AT Nl COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5• 12'.=8" 13'-7' 50 12'-5' 12'-5" 50 12'-3• 1S'-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CFII.ING MOUNTINGS: SHALL B£AS INDICATED ON MANDATORY CONDITION J2 55 11'-10' 11'-IO' 12'-1'- 12'-11'_ - __55_-__ 11'-10 il'-10'_. 55 _-_ I1'-1- I1'-11' FOR A CNEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4"- 11'-4" 11'-7-. IV 4' 6C__ 11'-4- 11'-4' 60 10'-2• 10'-tI' :NOTE#5,SHEET 5. - -- _ RATING: _ - _ 65 f0'-10" 10'-10- 11'-1' 11'-11° _ 65 10'-10" iD�10' 65 9'-5' 10'-I- DETERMINE: _ -- Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 1D'-6" 10'-6' 10'-9' it'-S' 701 _ 10'-6' _ _ 10'-_6" - 70- 8'-9'_ 9-4, Lxf= MAX. SPAN FOR BOOR/CEIIJNG MOUNTING _ 75__._. 10•-1' .t0'=1: 10'-4- 11'-1 75 10'-1" 10'-I' 75 --- 8=9 tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1f OR INSULLV.TICNS. 80W-10• W-10" 10'-D. 10'-9" 80 _9-10• _ 9'-10- 'L-•AND MAXIMUM&S.D.DESING PRESSURE RATING FOR F'OR.A GIVEN NEGATIVE &S.D. DESIGN PRESSURE. W-6. _9,_9- 10'-5' 85 - .9:.6• V-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 ....9-3' 9'-3' 9'-5' 10'-1' 90 9'-J' 9'-3' I- C N UMRm AS FOLLOWS: DETERMINE: ___--. ------• --------- 1- CONNECTIONS TO KEYSTONE MOUNTING g'-0" 8'-9- 9'-2• - 9'-10' 95 9'=0' W-9- Lt- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4' 9'-0' 9'-7 100 8'-9' 8'-4' LIMITED TO +64,-72 ps.f. AND 8'-0• SPAN, SEE Lx-=MAX_SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. ^__105 8•-7 7'-11' 8'-9' 9'-4' 105" 8'-7" 7'-n ' 110 8'-4'-- I'-I -8'-T 9'-2' 110 8'-4- T-7" - FINAL MAKIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• 7'-3" :a:.4. 8'-1,- 115 : ::8`X=z" ___=3 SEPARATION TO GLASS' SCHEDULE MINIMUM BETWEEN tr+ 'uF �t- AND lx- 120 8'-D" 6'-11' 8'-2� .8'-9- 120 8'-0" 6'-11• - - (4)(;a TO ANCHOR SCHEDULE WITH FlNAL MAXIMUM _ 125 6.._8_ 8'-0• -e'-5' 125 T-10. 6'-8 ALLOWABLE,SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8'_ 6'-5' -10• 8'-1'' 130 _T-e'__6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR T 135 7'-7" 6'-2• %'-9' 7'-9' 135 7'-7' 6'-24 MINIMUM SPACING. __i40 7-5- s-6 i'_7 7'-6. 140 r-5• 5'=1,• ASTM E-1996 SEPARATION _ 145 T-}- 5'-9— T-S" _T-3" 145 T T-3- s=e• TO GLASS ISO _ 7'-2'- 5'-7' -1-4' - 7'=0- 150 7'-2" '. 5'-7' . 1155-- _7'-0" 5'-:5- 7'-2' - 6'-9- 155 7•-0• •`+_5- 1 THRU 3 1•• _160 6'-t t' 5-2" T-1- 6'-T: 160 W-11- 1_65 _6,_-10' 5'-1' 7' U' 6'-4' 165 6'--IU- 170 6'-9" 4'-11 6'-11' 6'-2' 170 W-9' 4'-11• 175 6'-7" 4'-9" -8-9" 6'--7; W-0" 175 -;So-- -6=- ,._8. -a 5'-iD - 180 HV BLADE 185 6'-5' _--4'-6-' -6'-7' 5'-8'_ 185 :6'-5" 4'-6' - 190 G'-4'* 4'-5'__s'-(i' S'-6'. 190 W-4' 4'-5'- 195 6'-3' _4'-Y 6'75" 5'-5- 195 200 G'=2" 4'-Y 6'-4• 5-Y 200 6'-2- 4'-2- 05 4'-1•'--I—�-i 5-1- 205 6'-1• 4'-1- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ,lo`A�tTIL(j'��., BERTHA HV;M ` %� . AccordionRttWrm IL ECO ,m,- A■S■SAt. RV. 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(SEE MOUNTING$G G&H ON SHEETS 6&7) - - - - - 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: I'm am. POURED CO IQ31E .. .(A) TO EXISTING POURED CONCRETE (Min.Pe-3 k.1) U...w QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WNTH ADVANCED THRFADFORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY T.T.W.BUIIDEX-(krn.fc=3 ksi) SPAN ANCHORS SPACING LEGE110 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECALTY COMPANY.(Nin.fc=3 Its!) (R) DMM HOLM P(✓E�RA m a=IaG K B✓mllE�RUM DE90N tUAINE PMIS NG RA - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS W WUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min.fe e 2 kei) TAPCON OR 30 40 60 75 90 120 160 205 30 40160 75190 120 160 245 30 40160 75 90 120 760 20S - 1/4'0 TAPP(7t+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC-,AND DISTRIBUTEDWITHH A ALL PoSHU SCREW;BOLT A SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED'OR-AUIHORRED VIINDOR REGISTERED WITH THE"AMERICIUM SHUTTER SYSTEMS ASSOCADON,INC. 14 2 10 9 e B 6 5.5 .14 12 .10 9 8 B 6 8 I4 -12 10 :9: B 8 B 6 -THRFADFORN TECHNOLOGY - 3'-0' 14 12 10 9 B 0 6 6 74 12 .10 .9 8 B 6 6 14 :12 10 .9 .8 8 6 6 (Mini-f'G m 3 kei) OR LESS 14 12 10 9 8 8 6 "6 14 12 :10 :9 8 8 6 6 14 12 10':9 :e 8 6 5 .ALL POINTS SOLID-SET BLUE TAP W/CAP N07F5: 14 12 10 9 :8 8 .6 7 14 12 10 948 .5 6 :6 14 12 10 9 B: a .8 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ u 12 10- 9 _# 7 SS d5 74 12 IO 9- 8: -5 6- :6 14 12 10 B e :B: B 5 TAPPER+ ANCHORS IS 1 3[4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2s. 4'-0• 14 12 10 9_ 8 8-_0- 6 14 12 10 9 a 6 6 -ii- 14 12 10 9 6 8. 6 55 14 12 10 9 5 0 6 4 14 12 10 9 8 B 6 IS 14 12 10 9 0- 6- 4.35 - A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 ID 9 8 e 0 5.5 14 12 10 9 8 6 6 45 INTO STUCCO SHALL BE PERMJTTED. 1/4'6-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND f4 '12 10 9 7J_5.5.5 JS 14 12 10 9 6 B 6 5 14 12 10 9 8. 7_53 4 4'SfE UL{fAIIN't5 OF USE FOn 11 MINIMUM FOR WALLS WITH NO STUCCO 14 12 10 9 6 e 6 8 14 12 10 9 e B 6_ 53 14 12 10 9 ee 6 45 GIME ON SHD.T 19 72- l0 9 8 7, 4- v N Lo o o N zp m LD I- U z K_ 2:1 ;3.t W� �a�Y .o\ s JW O O > i O " n a Wo O w m N do o to=.n_ o w.a LLj ¢ E o O o nd�+ zFri jn7dw r N iM In z a.= In C c x.O.h In W ■ K � JQ NVN r-z.q: a m ~ * vi o rod � C IS zC,a� ■ �M� �� F�.�. 0C0 o N m w :I1 fix. :r 00 E oaaSvU , � Q�EL Q � �y } = H N N N N Y m N I m n N V V I N s I;N n I; I N I I I m l 1 I I I f,V.1 1 1 y l 1 I;n h I l n I I I S n:l,I I I I j l O R E h Z � HN:nNNNNINN vjNNi)'�Nf�nNj'l?f IINnIIINtnjIIIN III I.n111 �;1t1IYI1I IYIII,Y.I iI III II • Z �}}pz�7l�pxP��� pp W pp m N N N N N mIN N m N N N N N N m N NIN N fjN N N VIN'NN nIN.iN yiNjY�niNIV'V nleln Y I iN 1 I I'N I I I N 1 I La �.^N N N m N m eIN N N N N N N N N N N N NIN N N 1-1-A-0-1-M-14'.. 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DESIGN PRESSURE RATING AND CORRESPONbING MAXIMUM ANCHOR SPADING (in,) SCHEDULE FOR A GIVEN MAX SHEnnR SPAN..NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). :EE; U B !EE;TF=R ATt= EIRN SOUTHERN PINE No. 2:W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2w/t AMSIN.G'=0.55, FIRUNORTHE SFIR SOUTNE DOUGLAS FIR w/ MIN. G=0,50 W/ MIN. G=0.43 W/ MIN. G=0.36- PLYWOOD. :MIN. W/ W/ MIN; G-0.43 W MIN. G=0.36- IiAlrotw SPAN(N WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING:MOUNT T WALL MOUNTINGS CEILING MOUNT T. M. N, 0 & R FLOOR.MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W &-X W & X W & X P & 0 S&v S&v S&v DIA kT.C1(R�[9TC I,dl ROCA'L ifiafE Rbc(Ij 0471 IwLTc BRm1E fiA1c(7l) 0901 uwi F�4fE 117C(IfJ R90 AIDWIE RE19[d:F1PIC IPij v37+WDmE IWSK RGi6(Hdl .®01 A:rA'It(r12641Z OmE(F/1 LL'sl ID9Ctr RESFf 6mC(� IIIDL MMOE RSOr ADIs(y) m II x RIDfE m g 30 40 60 75 90 05 30 40 60175 190 bOS1,30 40 60 75 190 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 BO 75 90 105 30 40 60 75 90 0513D 40 60 75 90 105 30 40 60 75 90 05 -- '-0"OR: 12 10- 10 9 B-18 6 6 6-6- 6 6 12 10 10.9, 8 8- 6 6" 6. 6'.-d 6=12 10'.10 9-- 8 ,8- 6- 6 "4 3-12 12 12 12_12 12 12 12 12-12.12'112_12 12 12 12 12_12 _ 4'-Oe -12 10 70 9 8 8 6 6 6 6 6 6 12 t0 10 9 8 8 6 6 6 6 6- 6 12 10 10 9 8 6 fi 6- 6 6 6 -6 6 5 --4 a 4 3-12 12 12 12 12-12 12 12 t2-12 12 72- 12-12 12- f2 12 12 _ 5'-0- - 12 10 10 9 8 8 6 6 6, 6_ 6.5.5 12 10 10 9 8_ _8_ 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 -4 4 4 3 12 12 12 12,12 12 12 12 12 12 12 12 12 12 12_12 12 0. 6'--0' 12 10 10 9 8 6.5 6 6 6 G 5.5 4.5 12.10 10 9 6 6 6 6 5_4.5 12.10 10 9. 6 3.5 6 6 6 6 5 4.5 6. 5' 4 4 3.5 12 12 12. 12.12 12 12 1- 12 12 12 12 12 12 12 12 10 SS 7'-0' 12 10 tO 9 6.5 4 8 6 6 '.5 L5 4 12 10 f0 9 5 3 6 6 6 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 J.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 75 12 10 _10 75 h.5 3 6- 8 6 5 d 3.5 12 10 10 6 3.5 - 6 6 S S 3.5 J_12 10 10 M1 8 6 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 f2 41 9.5 12 12 15 9 7.5 6S 17. 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9.4 6 6 4.5 4 _3 3 12 70 -4 3 - - 6 -6 4,5 4 3 3 6 5 3.5 - 12-12 12 12 12 70. 12. 12 12 1'. 9.5 85 12 12 10 8 6:5 55 _. 12 107.5.4 6 6 5 4--3 - 12 70 6 3 6 6 4 _5 3 - 72 10 3 - - 6 6 4 .5 3 - 8 -- - - 12 12 12 12 _l. 9.512 12 Ti fO. TS 7.5 12 12 9 7 G 5 11'-O' 12105.5 - - 66-45 12 104.5 _ 6553.5- 1210 65.54 - 65 _ - -- 1212121210 _8.512_12129.5_ 8712_• 1286.55.54.5 12'--O' 12 10 .45 - - - 6 6 :4; - 12 70 31- - 6 5 3.5- - 12 10 - - -' 6 5 3.5 - 6. 5 - - - 12 12 12. 1. 9:5 8. 12 12 11 1&517 6: 12 1:57.5 6 5 4 13'-0' 12 10 6 6 __ 12 10 - - _6 4.5 - 1210 - - 54.5 - - 127 - 54..5 - - 6- J - - - - 121217. 9.58612129.57.5645129.56.5543 15'-0' 12 - _ 6 - - 12" - - 5 - 16'-0' 12 - - - - - .6 - - - - 5 I 0 HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* 41 SEE U y,,,0\ADOL(3 OF USE FOR BLADE I ON 514Er 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TD WALL,FLOOR OR SOUR WOOD SOF111r SHALT.BE AS FOUOWS- 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE No.2 W/C=O:55(N.OS) - - I/4'4 TAPCON ANCHORS, MA AS NUFACTURED IN,I.T.W.BUILDEX W/1@1DNM FD EUBMEw AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.D.S.) EACII SECTION ON'SHEETS 16&17. - -SPRUCE PINE FIR NORTH W/G-0.43(NO,S.) EXCEPTION:_SEENOTE NOTE 2 BELOW. -SPRUCE PINE FIR.SOUTH W/0-0.36(NDS.) 2 ANCHORS To f10LLOW COAl. LING SFI .EIE AS PER MOUNTING TYPE U.SUM17 AND SPALL CONSIST OF -MW.1/2'COX PLYWOOD(1986 APA) IAD SCREWS AS PER NDS 2012 SPECIFICATIONS 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING.CODE(Non Nigh Velocity .Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM IIIIIIII!!ll/I A S S A Accordion Shutter System ,, IL E C O �N�. . -✓,�7 H.v.BLADE#1 w/OR w/o►iv. MINDUN BADE Q _~ American Shutter Systems TILLTT TESTING & ENGINEERING COMPANY „-N DESCRIPTION DATE DuwH BY, M.L. 44167 .rZ 4355 N.W.36-St,Ste,303,NRGm41 6VNDENS,FLDRAIA 331Association. Inc. ---1 oLD-11-192 4/13/15 'DATE .4/.13/15 Phone:(305)871-1530.Fai:(30s)a71-1531 4268 Westroods Drive z DRAWING No e-mall;Hlleeoo9ol.com West Palm Beach, FL 33407 5 *' STATE OF :�? WAVER'A.0n0Dwi'J,P.E. rJ-O85 4 s C^,frw'� 'FLORIDA ua.g 44167 5 SHEET Ei V+L1Y (�yNl'I 6 .15 OF 20 INSTALLATION.. DETAILS ..ON EXISTING WOOD: BUILDINGS FOR n HV & IIIA HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L4- 0 L— FOR INSTALLATIO S INTO -WOOD WITH HV BLADE 1 .0 ONLY SHALL WALL nNSH BE LIMITED TO 105.0 O. DESIGN PRESSURE RATING. SEE SHEEJ 19 FOR MAX SPAN &- /.'0 -/4'0 TAPCON OR... A.S.D. DESIGN .P ESSU E RATING :FOR INSTALLATION WITH BLADE 1).& A WORKING IN UNISON TAPCON WITH ADVANCED _ THREADFORM TECHNOLOGY 1/4'0 TAPCON OR \� W/ 11/2'Ilio.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —r---77777-7--'- OF .-__ — 'OF THREADED AREA TO _ W/1 1/2•Min.PENETRATION OF THREADED AREA TO EXISTING -- /� Ay EMSTINO WOOD HEADER. -- WOOD HEADER.(SEE SCHEDULE.ON SHEET 15) TO OA�(� 1 I I �ObR •�' (SEE SCHEDULE ON SHEET 15) 1ja'0z2 3/4*S.S.MACHINE SQiEDILE ON SHEET SCREWS w/ 1/4'-20 NUTS II MR RACE(DANY- rr 1 ON SPELT 19 FOR 5 12.O.C. EXISTING �- R S(D , - E O_ " _ GLASS—I WAL n a g 1 I --J 5i �w N 1 - -- IX1511NG MIN. 2•x4•W000 ♦ I .✓� EXISTING MR. p' HTI.UER REO00 - - 1 OR-® - __ I _ -'2•.4•.WOOD IfU}Hlj -'� 1 a 0 TAPCON OR TAPCON WRH ADVANCED EXISTING 1 HEADER REQUIRED - - - _ - I - - - -1 - T RFADFORM TECHNOLOGY W/1 1/2' _ GATING '1 TD GLASS(WI I I •• ( I O II/ 1 Mir. PENETRATION OF THREADED AREA 10 SaEDU E ON HET EXISTING 3""__ MIN.SEPARATION TU.GUNS. I' (SEETSCHEOULE HEADER. 15) :.' 11 FOR RAnEtDArD-"- (SEE SCHEDULE ON SHEET 11) ON BEET 19 T'RR _ GLASS--1 1 �_ 1 .2x4"_CONT.SILL 1 BUVIES O& A _3.______.—.--_.—_......-_._._..... . _ _ PLATE REO•D. 0 HV WALL HEADER INSTALLATION OO HV:WALL 51M INSTALLATION M HY WALL HEADER INSTALLATION �— -- I I I — MIN.SEPARATION TO GLAS$ I I I MIN.SEPARATION TO O1A55 I 1 EXISTING _ ,, (SEE SCHEDULE ON SHEET 11) GLASS—•) I O EXISTING (SEC SCHEDULE ON SHEET 11)...._ CJ EXISTING MIN.SEPARATION TO GLASS .I I - .2".4•CO CLASS-� I x - GLASS-'I a (SEE SCHEDULE ON SHEET 11) I 1 I W000 PLATE I. 1 1/4'0-2D.3/4"S.S. v EWS REO'D_ a 1r�� 1/4'0-20..3/4•S.S. I INUSING E/4,C'20 NUTS _^'-:I MACHINE SCREWS W/ I I _ WALL j 1/C4•-2p NUTS®'12• L� b 12.O.C. .. (WISH I I � i / I D.C. I I I �tD 1 X �� I IIOR _�� 214"CONT. 1 1 I — \ 1111 E WOOD PLATE 1 -EO _�E.O- I + I REO'D. 1"Nin. 1/4'0 TAPCON OR TAPCON WITH ADVANCED- �� ©G+1® ) ---1 4 THREADFORM,TECt INOLOGY W/1 1/2" 1 t , 2".4"CONT. Min. PENETRATION:Or THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1 .. - - SILL PLATE -- EXISTING WOOD H PCEFOOR. 1 t I I THREAOFORIl.TECHNOLOGY'N/1/2' 1 I 1 4 TAXON OR CEO yQg: / - �1,RE0;0. ' I (SIF SC`ImULE 04 SHEET IS) Mm. PENETRATION OF THREADED AREA INfO PLYWOOD --- 1/2 MIN.CDI� THRIAPEADFORMON TECHNOLOGY 1 SHUTlfJ2 ASSEMBLY.E SHEET 4 FOR TYPICM. �.LS1.IL'1111LLL_ L 1 (SEE SCHEDUIF.ON SHEET 15) EXISTING MIN.2".4• I' WAIL FlN14-I PLYWOOD REO'D. W/ 1/2 Mm.PENETRATION OF 2-MOUNTING SECTIONS CAN 8E AI STUDS 15'O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO I/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO RE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN.2-x4'STUDS b 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN _ PLYWOOD TO BE ATTACHED TO STUDS IN ACCORA\CE ACCORDANCE WITH WITH SECTION 2308 OF RHE F.B.C. SECTION 2308 or THE ®HY WALL SILL INSTALLATION SFE UMjT(�TioNs OF ue P HV WALL SILL INSTAI CATION F.e.c. BLADE 1 GN SHEET 1 or FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 8 2015 EASTERN METAL SUPPLY,INC. PIA I rite;SAA, BERTHA HVTM i E C O �331C. A■S■SI.A■ Accordion Shutter System Il ��,-,.,,// •.. ', KV. 0-AX#1 w/OR w/o KV. WINDOWaAnE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EY: DESCRIPTION DATE DRAWN BY: M.L.6155 N.M.5110.SL.Ste.305.VIRGM.CAROM FARM 371 A§scciaficn, Inc. 1 OLD.11-192 4/13/15 DATE 4/13/15 ,a'• _ Toone:(305)871-1530.Fn.;(M5)87T-1531 4268 Westtoads Drive -z DRAWING No �•• a 1:tatKouoRL� West Palm Beach, FL 33407 3 . •��pc'••FCORI9A:rEB-0006719 _ 4 .. 15-085 '..••••••••••�1\�� wFFLLo IRDS Tic d 441167 5 SHEET 'DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS . FOR in HV & I& HV* BLADES. (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV 13EME Cl ONLY SH B LIMITED..TO-' 105.0 sf. A.S.D. DESIGN PRESSURE RATING S SHE 0MAX W"` FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1)& WORKING IN UNISON _._.�.._- 1/4'J TAPCON OR 4'x8'(Min.)EIGSTING {O E 2'MIN. l7)GE(IF APPLICABLE) 999 TAPCON WITH ADVANCED _ THREJIDFOHM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2-Min PENETRATION STRUCTURAL ADEQUACY OF THREADED AREA TO I/4'0-20.3/4'S.S. OF EXISRNG.W00D BEAM 8 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY I y=: EXISTING WOOD HEADER. -M�- MACHINE SCREWS REGISTERED ENGINEER OR - .r __—_ — TEXISTING RUSSES WOOD _ (SEE SCHEDULE ON SHFFT 15) W/1/4--20 NUTS ARCHITECT PRIOR TO ED EO Eo� 0 12 D.C. SHUTTER INSTALLATION. 1/2- - - _A 1/2 -_ OAC.REER QUIRED .rEY' 1 a:15 1/4.0 TAPCON OR - -- --- FFIT IAPCON WITH ADVANCED E/4nU z TFFI iv - 157- _THR_FADFORM TECHNOLOGY _ 3 I i \ - - - Max. W/ 1 1/2'Min.PENETRATION - EO- Q .- ®14:3/4" '--E - -- :.- _. 1'x4 i1/8'CONI.ALUM.-TUBE _ I OF THREADED AREA TO 'w I S.M.S. (6053-T6 A O SCR/ :�-1 OPILONPL EXISTWc wo00 HEnDER. 0 6"O.C. (3)5/16')LAG SCREWS TO i I (SEE SCHEDULE ON S11EEr 15) or 13 or 1© 1 or 13 or 15 �}{ R TRUSS. LOCATE IAO SCREWSr _tJI IAIDWIDTH OF EXISTING WOOD EXISTING LAIN 2'x4" - _ .---�1� _ - 1- I 11 MEMBER. (2"Min. NONIII4 EXISTING--11-----HEADER REO'D - I I _! OPEN ROLE AT EACH-- 1NDRi)W/2'Min. C.1A55 n NTN-SEPARATION TO G1A55 -I STUD TO ACCEPT PENETRATION OF THREADED ---(SEE SCHEDULE ON SHEET 11)' EXISTING 5/16'0 LAG SCREW II}lI ' AREA VALID FOR CLASS--- ' AT CENTER OF TUBE. (R INSTALLATIONS WITH 72Ps( I An SOx4HI1RN I IlBlgll MAX.AS.D. DESIGN LOAD AND EJOSTING 14Y SLPMAIXIN 9'-0'MAX. SPhY.THIS 10&O HV WALL HEADER INSTALLATION aIM EON S ET L SS—i w T I FOR w�oo�w%M°In.LsVALIDD I W SRW 19 FOR 10 PECIFIC 11 FOR BLADE OAv OR ® 1'W 1� I GRAVITY OF 0.50 AS DOUGLAS �9ADEs m e p- _ --- �— I nsa6 --- 10 OR (r FIR R SOUTHERN PINE No.2. 1-SEE SIICET 4-Ft ttPK•AL SHUTTER ASSEMBLY I_ II --� z-MouNMIG SECTIONS CAN BE COMINIT) CT HV CEILING INSTALLATION \` m ANY WAY ra suer ANY INSTALLATION. U EQUAL V L G7AL1,AT101 - —�t----- �.1 OR�� INTN.SCPARARON TO GLA55 '-'1 ti NXLt IiKCNaro IEXISTING (SFE SCHFDUI.E ON SHEET 1 t) 1 \ I pN 3fir 19 rRt �(SEPARATION l �m&`c1O IALTERNATEWALL ANCHOR IN _ FlN1511/ 1 I 1/d © 7 I _ X10.3/4"HEX EXISTING GLA'S-I 1 I _-� I -2"a6"U.N.WOO Mox. � _._ __ WASHER NERD.TEK IDECK REQUIRED _- i -13 oR D s ox _ (NOK .: 2•.6'MIN.w000. I TI SCREWS o 1a- T-L/ / PECK REDURED-(NO _ 1 I iAll ., 1FL4ISH ALLOWFD): EDGE OF DECI( -_ y ___ -"�_ EDGE OF DECK IFAPPUCABLE ET) DECK IF 1F APPLICABLE 1/4'0-20x3/4-S.S. -- AaPUCABLE1/4.0 TAPCON OR Min:' PHILLIPS TRUSS HEAD ==2'.LUN—' -: �_ �TAPCON WITH ADVANCED MANNE SCREWS 1/4'0 TAPCON OR TAPCON WRH ADVANCEDk4"LINT. I -2•MIN. RL PIATE ITHREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-� THREADFORMTECHNOLOGY W/1 1/2'Min.EO•D . �tl ' 1 1/2-Nin.PENETRATION 0 12-O.C. TECHNOLOGY W/ 1 1/2'Min.-PENETRATION OF THREADED -- -2'MIN.--- PENETRATION Or TIIREADEDOF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE t� I`I:L i -"•EXISTING WOOO HEADER.. AREA TO FISTING WOOD HEADER.(SCE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) --V (SEE SCHEWLE ON SHEET 15) g{UM AIIONS OF USE FOR CX)HV WALK-OVER.INSTALLATION V HV WALL SILL INSTALLATION sAD ,�yaN ,,B HV FLOOR INSTALLATION C� FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zane 1o%AZER A. Tl� j''. . 2EASTERN TERN METAL SUPPLY.INC. 'y' P ........ (� ., BERTHA HVTTA Accordion Shutter System/TILTE C O 1tA■S■S■A ■ RV.&ADE AL1 W/OR W/0 RV.WltD04Y MACE American Shutter Systems ;' TILLIT TESTING & ENGINEERING COMPANY Ev. nEscRwnoN GnrE oRakm 6r: 841 mer �HIOI - ASsociatton, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 r _ •Q` 6339 N.1/.36th.St.SM.31D.%VtCM'CA 000,RMd..1 jJA^^ ur, - Phone (305)871-1530.ra.:(305)871-1531 4268 WestroaAs Drive 2 DRAWING No �.,c�S' 'Ll" ` e w:bit.. .01- West Palm Beach. FL 33407 3 '',,,A tS�•.••.••.• G �� - EFI-0009719 15-085 �iON/�L Ey A4�,, FLORIDA UL.W�LTDR A. #44167E 6 SHEET OF 20 P.E..SEALf S'M URE/DATE END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN: WOOD. STUDS .2•at•uei Wood SNOS,F(XT1. _ 2714'Y'2,,WOOD ZWOOD Nw. / SNDS REC0. .t t - Yap•mt: eE% - --MMN1NO �� I"Neil XXXy -CFx6DN0 4155 i / Z. DOSDNO 4Sn105 F7115T. -EJIISIINf.CIA55/ S / \ f Ne,aw (m ..�'•�^• ,:.,%* ,/2.F'0in�o -' _' _..- vrornu�(nE m 4.ass(se Vr MIN. ax _ ry - m awls t ,'per BNwIE mMD- �"q t/Ifi i3' ^� %LLL n'M... 1...... S.4DAL IN 91117. FLriO00. ON sial i•mn __ V ( iW1LT6)0.QaLR Ft„91 -'n•tt Aro-twnla 19 vuiR _ ifi _ _ t/2• _— _ Q.`110 _ .- v 4 —_" _ - - - a vE1r to rm t i•uw. RATE. Da ((OGTE 1/2' �- AT 1l1ti-K ,Mf"N . ar+(�j / I '� ustt•aarwc _ I ____is I 016 02, SYS. pw/2-SYS.J �� 016 OL _ _ /1J __._ I, 110.1 uS.LLSy 'G _ 1 OR Q9� �E o[r1a x \I OR Ql�� ,m-:.0 w.( 01j`CR Qly'• Six EQAD_x FOR I OR W. SK 10«" DLrmWcccl�ON :�- L -(y^©•oT-�e}�y•f.�rs . t 0-.0.0-8 t .�- sD1CONNE=Nro 1vAos -- 3-a-C 0-0-�9 i�- ro Tava s 0®-®i�-p•i4- 33-t�= �-®C3- -ir,•a-p Q3_ b) i�-©•OO.®- ©.0.0-0 07-C4- C�3�-S� �-p 33- ®n ®-©V �- @q*-Q-3.33-Op.t;. i�•a�-��•.®-c")•C»- U•CU•3�-©•O+ib- 3��®-S�•3�•3�- O•t�--Q3.3�-�•i� 05.0-0.0-0.0 END CONNECTION DETAIL(7) END CONNECTIONDETAIL END CONNECTION DETAIL(j END CONNECTION DETAIL (0 (8� Casn•O •aE9OiSD ao FP3 SFAMS C,CUU[T1W,12•-X' 2•�STI4 r¢ rt/••e rl=cou x+4nas ,/.•a Txmi,wvriaas, i,o.t�z• ,l/1 1/2'MIN. ./1 tn'uw. 016 Da E%tSTwG W/SS� F 171AtIXN O 12'0-C. min w.O TY O.F. MI i ro am DEE 4 _ • SEE UM P.11ONS OF USE FOR un s)'F1ui,U, -�_ - I In'YiN� WQUL ON 9m.T BLADE IA ON SHEET 19 sw 19 xu ro aws fs[E C .. n ION 919 r Wa a9112T .^ O 9/X6Nh QN 91w lou n- \ _ ��,' uxs EDa _cocn ooa 10 la-ai-07 Q�L•�3- ^'W11Nsw 2:rux. h - -��- '��- I��cnl�,w13:.:�� � I.�9•'Ls-'fl•C�-p•Q7- mmsrxoro. F..sN •C3-Q�.•9 •p•33• �.�.�.Ss.�.Ey O @-d�•L�-®t� RIM DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL X12 FLORIDA BUILDING CODE(Norl High Velocity Hurricane Zone A.ITI� '�/� 0 2015 EASTERN METAL SUPPLY. INC. P�•.... . ...t�� ,,, BERTHA HVrM `y'j cFN Accordion-Shutter System KV.MADE,pt wj 0.wjo I{v.N1ND01''/RACE - American Shutter Systems*= .. .. / .n - oESCM1N1N DATE:..DRAWN RY. :9.L TIWT'TESTING & ENGINEERING COMPANY TATE OF N.w.�bm.5�51m]OS,VRCIMA GROD6•nXan^11' ASSOC1OtiOQ, Inc. , OLD 11-1 O2 x/13/15 CATE S/13/15 p. .�` rnocfi:pos)s/Ifia:un«��cc(sos)rn,-1sa, West Palm Beach,4268 s ��WING No c (ORI,DP.•'� �ro 15-085 S+�JN. .: NG�C�`�.� WFi>Hcu®,u g'J,P.E. y SHEET F,21jVQ� Q'M RE/DATE D 18 OF 20 n• HBAAELRRIODNIOSN ASHUTTER Dm" WA ORBERTHA JINISON WITH HV-WINDOW:BLADE GAl . I 1.LOA L A.S.D.DESIGN PRESSURE RATNC:+.110.- 110 pa.l. 2,MAX.SHUTTER SPAN:96' 3.ALLOWED YOUNRNtS:A.D.G&H ON SHEETS 6.7;AS WELL.AS MOUNTINGS N.O.T.U'&W ON SHEETS 16& 17. ONLY CENTERNATES 2t BOTH V/�a OR 0231 i1tE AL105YED WdH 1 O W®. rr 4 pt�l5 (7.7)ARRAt TD IN A SYM OR DV/ IA�fCUT IN CASE OF OPPO 1 mg- CQ 11A 6M BE INCLUDED ONLY AT'DOFRtOR ACCESS SIDE OF T'P.EA. END I ♦ 5.(A)HV WINDOW RUDE to SHALL ONLY ALLOW A MNOMUY OF 5 OPEtlaCS BLADE SPACINGS . _ _ (8)MEN.CLFMANC-0 HOLES)FOR®RO TOP ORTBOTTOM E SHOWN ONS SHEET 4. MAX.-5 WIN1N]WS_a - _ ,♦ ♦ _ • ♦ ' _ _ - _ ._ .♦ _ •. ♦, __ __ _ _ ._ _ - - OF ANY-3'0 HOLE-EOR®SHALL-BE-12'. EDGE OF HJ OOYI BLADE to ALLOWED AT T3V WINDOW BLADE S� (C)FIRST OR U}�T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE iVli h ' -- (D)ITV WINDOW BULLTE fo MUST BE USED ALTERNATE TO A SOLID IPC BLADE lO THROUGHOUT SHUTTER'S WIDTH. .. G . •. ` (E)C TEs SHALL ALWAYS 13E INSTALLED ADIACEM TO A SOLID FIV I t3 B1AOE T AT ERHER SIDE OF THEM. •END �? (Ey'POLYCARBONATE HV WINDOW�/q SHALL BE INSTALLED 50 TABS FACE SEE ECT FS THE INTERIOR OF THE OPENING BEING PROTECTED.-IBJ WINDOW MUST BE COhNECT10N DETAINS ON SHEETS � '`' ONLY INSTALLED AND LACKED USING A HV SETTING TOOL PROVIDED BY ASSA. 10 4 t0 TYP., �gf VVV INC. - - - FULL/fElOff: 3:Ij 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLAMONS INTO WOOD FRAME I R, J) S A BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P ryp 4 1 &2 ABOVE). Cp 7.SEE AN04OR SPACING SCHEDULE FOR RJSTALLAnONs INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHIM 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). S.MINIMUM SEPARADON TO GLASS SCHEDULE.PER ASTU E-1995: (SEE PLMN FOR REOUItEMf1NT5) W C`�'` — _ ZONE__ MINIMUM - D 0>— �TYP TOP&BOTTOM S21' A13n1 �s/l✓�'�/A7 WIND ZONE �..NiNWUM SEPARATION TO GLASS 1 17TRU] 1' ELEVATION NN SPPARATION TO GLASS F705TINC GLASS—, SEE SCHEMEW 5}NET 11 FOR BLP^(] ---� -. et, DOS SHEET FOR BLADEQ&+y RJR W/64=RID a 625' 54® r ,- � I \ `TYP. O Q --' — 45, TWP. SYMN . ICAL CEMERMATES 21 w/2a oR�- nnD �\_ -------------- vr/o ss(BETE NorE n neavE) PLAN TYPICAL A-) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CIA SHUTTER* - .. .. N.T.S. FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone' • `+` `YYplp111111111////A C 2015 EASTERN UETAL SUPPLY. INC.. BERTHA HVTM A S S A Accordion.Shutter System L ECO NC. RV. BLADE#1 W/OR W/O HV.NINDOW BADE American Shutter S stems TIWT TESTING & ENGINEERING COMPANY Y Ev. DESCRIPTION DALE ORAWTI Br: M.L. STATE nF -_ WS5 xN.3c n SL.Ste.WS.v=M GNwvts.n0lWA MI ASSOC�at)On♦ Inc. T OLD.11-192 4/1 J/15 DATE: 4/13/15 Pronc:(30.9jB71-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No O'•. F �cN` �_maT,to«o0oacom West Palm Beach, FI. 33407 s OR V ��� .. m-0006719 :A• wuTERIA.nun J.J..P.E. 15-085 P.E�♦'36gq f UT��E/DATE 'LOwA Ili. 441V6 SHEET 6 10 Of 20 = 11/2'=0.035'THICK " INSTALLATIONS Wl a) HV BLADE. & HV CENTERMATES �2_aDD Max- /, AST.A-653 GRADE 40 1 tain., VARIES .In.G-60 GALV,SLID. R tan' O© D&T• '�!1._ METAL STUDS AT 16-O.C. INTO METAL STUD WALLS ' 1/4'e NOMINAL W wi-1 3GEN JIM ffMQ NS ANDCONDITIONS OF USE ALUMINUM SLEEVE - i --� FOR BERTHA 1 W BLADE ACCORDION SHUTTER 60.6.3-T5 ALLOY 1 a/4•.6 1/c-=o.o]s•THICK N:n.I 1 430 430 0- - t 2 _ _ SYSTEM INSTALLATION TO METAL STUD WALLS CONL GN.V.STEEL TRACK CHANNEL I A B'O.C.. ®'8'O.C."�. •o ASTM A-653 cRAnE a e<.c-fio I SEPARATION TO GLASS SCHEDULE 3.000' GALVANIZED FASTETIED To mos 'i T-- W/(2)86:1/2'TEX SCREWS ON I EXISTING FINISH 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi) - INrr]u0R a EXIMOR FACE I AS APPLICABLE -� N 2. MAX. SHUTTER SPAN: 84" STMINIMUM I n ASTME-1996SEPARATION 43c LENcrH+ 1^ EXISTING GLASS—i MIN. SEPARATION , 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO CLASS (SEE SCHEDULE) q�3 1114-0"29W LT _ ONLY ENTERMATE-21 W 24 HV LOCK ARE ALLOWED HR TE 4 BO" 17 U3 1" _ 4 WI7Ti 21 `ARRANGED :A SYMMETRICAL LAYOUT. MUST PENFTRA - - - e USE 0 (2):3 (6".LONG, MINIMUM) MUST:'ALWAYS BE 4 4' 1 s/a'=6 1/<.O.0]9'IHKX uin.I `.EXISTING FINISH B! INCLUDED AT�IOR OR INTERIOR ACCESS SIDE.OF 1.373'•1 COM.GALV.STEEL TRACK CHANNEL' `AS APPLICABLE !=1 '' CENTERMATE. 5D'--�� - �.aso' ASZM A'-653 GRADE 40 Min,G_'g I ` ' a G4LVAMZED FASTENED TO SUDS 86n/T 1t[X SCREWS ON I 43c-- \ 43a --- I - - -.. - - -- -. ... INIERIOR d E%IERIOR FACE I u 6' 6.O.C. '1/4"0-20 rHRCAUS d w J ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR Q )/4"0 ELCO CON5fRUCT10N L ------- 1/2" 12 8 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS. FAB-LOK HD of i 43b - ASa20.035-DE 4M . TA- RA0 L- ��wEs ® 6' O.C. COMPONENTS Min.G-GO GV.V.STEEL I' '.'2.•Aldi, MCrAL STUDS AT,6'O.C. 7 in. - ' .I MS WALL HEADER/SILL INSTALLATION _EXISTING FINISH AS APPtICADLF SCALE; 3/e•-= t' (IYP.TOP&BOTTOM) _ --——————_ —— 1 3/4'A 6 1/4-a 0.035"THICK Min. EXISTING GLASS _ _ ` /CONT.GPLV.STEEL TRACK CWNNEL, /ASfu A-653 G21DE 40 u:n:C-60 - NED To SIUDS , 1 - I 1 i I , - _.I i �. 1_- I , W�(�1 B6a%`�TEK SCREWS ON SYMMETRYCAL -I I I I SYMMETRYCAL I, .1' I I , ', , I I , MNTO CASS ON .VARIES I , NTERim h EXTERIOR FACE L: I CENTERMATES W/ . , . CENTERMATES W/ . I I EXTERIOR ACCESS SIDE ; '. INTERIOR ACCESS SIDE (SEE SCHEDULE) All --- -------------------- ------- ----- -- ----------------- ----- ---- ----------- j� ---- =--=- - --------- -- -------------- IN I-S`fl(15"Min.) IN -- ----- --------- ----_-- ----24 --- --- -- --- ----- --------- - - -- --- --- _ -------------- - 't • � —` - �;l (2)42. � �'J � 21 _ 21 21 - * — 21 1 ' 0 1.01 AT 12 _ �� HV HEADER/SILL ENDS -- �- -- VIEW Y �i1�3-012 / 3 1/4 (1yP) -^6 1/2'(TyP) _ (6"Min.) 24 SIDE CONNECTION TO TRACK (Cont.) -- 7'----------- -----6 1/2"MAX SUCK ** BLADE SLACK DETAIL HVF QVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```A`A``pUUp1U1111gr - 02015 EASTERN METAL SUPPLY,INC. � �E .........nc�/ BERTHA HVTM A S S A Accordion Shutter System ■ ■ ■ ■ H.V.BLADE#1 W/OR:W/o KV.WINDOW MAX g/ 1 ? = Americpn Shutter Systems Y.W DESCRIPTION DATE...DRAWN BY: )A.L TILLIT TESTING $ ENGINEERING COMPANY 63M N.W.301h.$L.Ste.M.VLTGINA GARD0IS,FUROA 331 Association. Inc. i- OLD 11-192 4/13/15 dDATE: 4%13/15 � r � Phona:(305)671-1530.Fax:(305)371-1531 4268 Westroads Drive 2 DRAWING No F Q tp�. a-mail: JlecoanoL.wm West Palm Beach, FL 33407 3 CQRID ��, EB-0006719 15-085­ s `� WALTER A ML Jr.P.C.10 4 .. ... P.E�y' 111A (t� `�DATE RORID^uo.p 441c7 6 SH 0 OF 20