Loading...
HomeMy WebLinkAboutProduct Approval i lultua nuuuui i uut v11u11G Page 1 of l Mai 0 15 ' 70t 3 i1en-ra,e��tl BCIS Home j Log In j User Registration i Hot Topics : Submit Surcharge ; Stats&Facts I Publications i F8C Staff'� BCIS Site Map 'I Links search j 8usines ('� �rO�eSS�tn 'I M Product Approval J USER:Public User Regulation �fl Product Approval Menu>Product or Application Search>Application list>Application Detail C..i58fi;lull tl FL FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CACCordri.n tes l Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter 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 R Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION Cl NONHVHZ.r) 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 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvYYHH2VJvx5... 7/14/2015 rioricia t5unaing, uoue unnne Page 2 of 2 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 Summa ry of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11-A.S.S.A.INC. DRWG.15-086.1) 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,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 her spans and ASO pressures. 9.2 Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks Z�� (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limas ET—Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWG.15-085.r)d 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.INC. P.E.R. DRWG. 15-085 HV.r)d p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.-INC. DRWG.15-084.1)d 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 ASO load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084,I)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively I FEE .e.1 Contact US::1940 North Moi2iMl Street,TallahgSjea FL 32399 Phone:850-487-1 The State of Florida is an AA(EEO employer.copyright 2007-2013 State of Florida.::Privacy Statemen ::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 JISM. Product Approval Accepts: IMM http://www.floridabuilding.org/p-r/,n _app—dtl.aspx?param=wGEVXQWtDqvYYHH2vJvx5... 7/14/2015 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 WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SH(1AFftiR WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM M.D.) DESIGN PRESSURE RATINGS INDICATED ` ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA•1: HV BLADES C1)de BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR,WIND LOADS WAS M USED IN THEIR, SYSTEM COMPONENTS 1-2D SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-•1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2OF THE ABOVE MENTIONED CODE AS PER COMPONENTS 21-37 SHEEP 3 TYSYSTEMSTEM CAL SHUTTER COMPONPON ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,10715.01-03,11004.01-05,/1214.01-05,10317.02-06,/0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=`NEB AREA 2: HV BLADE n AND HV WINDOW BLADE (W AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE ,(WHERE APPLICABLE -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL" TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE 0 AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE 114x2.75-AND 1140.750 RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 k6I TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE LN MARKING ON THBR HEAD. 4.ALL ALUMINUM D(TRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 60r3-T6 ALLOY IS 30.0 ks{AND 35.7 k.;FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 24116i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.S.3.S.4. 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 IANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14GII MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:RV BLADE QQ : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE C)&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BME hAl ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL EN AND NO LOCKS. 1 AREA 4: HV WINDOW BLADE n()NLy 11.SHUTTER MANUFACTURER'S LABEL SEWJ_BE LOCATE]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 1710.0.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE ' PERMIT IS APPLIED TO. 13.(o)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 SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEYMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL"SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. LII 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``00EF{A. ®2015 EASTERN METAL SUPPLY.INC. ' LICE/ '�v�'- BERTHA HVTM A■S.S.A■ Accordion Shutter System R ITV.BLADE#1 W/OR W/O RV. WINDOW RADE •0 American Shutter Systems EV. DESCRIPTION DATE DRAWN BY. M.L. p; 4�FH(E *= TICCIT TESTING & ENGINEERING COMPANY Association, InC. 1 OLD 11-192 4 0w, F OF :; 6555 N.W.36th.SL,Ste.305,NRGINK GWDENS,FLGRVA 3316 /13/15 OATS 4/13/15 Phone:(305)871-1530.Fos:(305)871-1531 4268 Westroads Drive 2 � a-maEED�Oco0791.wm West Palm Beach, FL 33407 3 DRAWING No ''SAY, N4L EN xA�� WALTER A TILUT Jr,P.E. 4 15=085 FLORIDA Uc.1 44167 5 P.E. SEAL�S��ISOURE/DATE SHEET 6 1 OF 20 3'.fOR WINDDN BADE VARIES 0 6%�� po rose• X45 ' �� of Max. r1.200' .09 e_ I_ i Q1 HV'SOLID. BLADE .375' a 3O HV UNIVERSAL FLOATER m �HV 90'/180' STARTER COVERED UNDER US PAT AL" - -- QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE D 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF E ®ON SHEET 19 BLADE 01 i AND '12 8063-16 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 3_;2' 7.500" � �- " ' .124' 085' �) 670' __ 2_670' 3.SSG• .994 6 1.000' .670 2226' c' 0 72 g I 842 o .tl15' 2.092' HV ADJ. ADAPTER W/LIP 4.436" 12 R 1.37s' D 3.226' °'07. QUALIFIED FOR USE'W/ HV �HV WALK-OVER TP.ACK .920 6 HV ADJ. FLOOR TRACK GLADE IN QUALIFIED FOR USE W/ HV 90 HV TRENCH TRACK zss 3.750' 6063-T6 ALLOY AND TEMPER BLADE(1� QUALIFIED FOR USE W HV OUALIFIEDBLAADDEU'E W/ FIV 6063-T6 ALLOY ARD TEMPER BLADE(D ONLY./ HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY A D TEMPER ^ ,,g36 BLADE / 1 1.915' b ' Max. I VARIES 7.936' 6063-T6 ALLOY A D TEMPER 083 ax. _083' .083' m .093' .09J' .100' .125' 060 * -- A .060' ____060' 670 1p• .060',n 4? 0 1. 0.14 870 3.520' 3.529' 11 HV CEILING HEADER p HV HEADER/SILL 13 HD CEILING HEADER/SILL Q LIFlED FOR USE W HV BLADE 1 ONLY. ALIFIED FOR USE W/ HV BLADE 1 ONLY / 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1) 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDIP SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE1Q ONLY. 6063-176 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 X Y t MN X MN Y APL t 1' I 1' 0.062' 2• 2' 0.125' 17 2' 5'MAX. 1/8• 1/8' 3• 1 3' 0.090- SIDE ANGLEB -� IB 2' 5'MAX. 0.192" 0.192' S QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,9 2.5' 7'MAX. 0.190' 0.190" 0 CORNER POSTS BLADE(D QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W/ IIV BLADE D 6063-T6 ALLOY AND TEMPER BLADE I ONLY. ® 2' S"MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone x51`1 Z/ /�'/ ®2015 EASTERN METAL SUPPLY. INC. T�'�' BERTHA HVTM P. �\ruENSF'- A S S AI _ LIE C OINC. A Accordion Shutter System 1 FLv.BLADE#1 w/OR w/o KV. NINDON RADE Ameriean Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY: M.L :� IT TESTING & ENGINEERING COMPANY 13 STATE OF �,`= 6355X 361h SL.Ste.3D5,WN RGR GARDENS,FLoNM 33I A9aociaflOn, Inc. , OLD 11-192 4/13/15/15 a>E: 4/13/15 Pit-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 .-..it:GTtecw47601.wm West Palm Beach, FL 33407 3 DRAWING No S�ON A`-1'\\�� m-DDD67,9 4 15-085 /i WALTER A TILLITM67 91 P.E. P.E. S��/B1CAt,A1V`ME/DATE FLORIDA Ue,a 44167 5 SHEET 6 2 OF 20 4,576 4.660' 9P9• • .745` 2.293' 1/4'-20 1;ASE 2.297• .745' 0.334' FUf HEAD 1TIRFADED HOUSING ENAMEL 1/4-_p S.S.Y.S. BAKEO PAINTED DOEO D�GST �J 0• 0. m rye' (2 TW) HOUSING ENV4EL o , - m BAKFD PAINTED - SY o n 0 c n O 1n a 0(aS5lU11N 6?. .062' S + 0. •v •o U KNOB. r o a71 1.725' O� .319' !moi a,45{. _ Y BRASS BRASS CYUEIIIER KEYS(E1610YE YE PLATED) Cl HV CENTERMATE n PLANO) QUALIFIED FOR USE W/ HV BLADE(&®ONLY 0 G CE T• TE y�°• '326 f HV LOCK V EGR OC �h S.0 3' .975" ' ALIFIED FOR USE IN `liV QUALIFIED F US W/ HV 6063-T6 ALLOY AND TEMPER U IED FOR USE W/ Fh/ BLADE 1 & 1 ONLY a' _ 1 & ONLY.I BLADE & ONLY. 6063-T6 ALLOY AND TEMPER 2 HV C C T R _ �UFIED FOR USE W/ HV BLADE 1 ONLY 250'a'. 18' _5 2.674' 6063-T6 ALLOY AND TEMPER p Eqp 2. MOLDED TO 4.045' SCREW- 2.079' CREW- 2.07' 1.753' taco• o p61 0 AFTER RIVETING aaa' o c c: N 'N��• Op �o n ^ '8' " BEFORE RNETING y 1/4"A-2G x 3/4 S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES44 94 ALUMINUM(2024-T3 ALLOY)LARGERn MO ANGE qN ° .a22' SHEET NUTSERT.PART).0820,AS MANUFAC URED BY AVDEL UEL PN FRONT EVATION ( HV MALE "T" LOCK CENTERMATE 4566• C=RY TDOORN,PARSIPPENY,NEW JERSEY 07054 OR'EDUAL. © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE DONLY ® HY FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY QUAUFlED FOR USE W/ HV BLADE ONLY yy/HV BLADE�ONLY. BLADE QONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1917. 1.917. 5.161 r-I I 4� 4 rQ - 1. .063' D{\/-IIIWI}I I(('�!�`" THUMaNRN .214'• •O� .062' CYLINDER OR 214• V KEY CYLINDER .545• o � 12.125'MHD TER A O 0 OD ® TER A E 'OCKI G '6 0°o a QUALIFIED FOR USE W/ HV BLADE 1 & A QUAUFlED FOR USE W/ HV BLADE 0& 1A _ 6063-T6 ALLOY AND TEMPERD NT AT 'S 6063-T6 ALLOY AND TEMPER INSgRT VARIES, 12'MIN.' QUALIFIED FOR USE WW1 HV BLADEO&&� eCZYUNDER 1/4'0-20 S.S.OR 3/8'y-16 1.13°• 6063-T6 ALLOY NO TEMPERKETAL THUMBSCREWSBTURN (SEE OETA ) tl/2• 315' r 0° - EY DER LOCKING RODS Max. QUALIFIED FOR USE W/ HV BIADEQi 37s o 1/a n ® HD LOCK �� 6063-T6 ALLOY AND TEMPER i6 HV 3/8"0-16 ACETAL HV " 0-20 AISI 304 B7'REGENT'HARDWARE MORTISE LOCKS SERIES 235 HDOK BOLT LOCK. A 105 INSTALLATION WILL REQUIRE A 7/16• HOLE THUMBSCREWS 5ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE0& QA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F R11U 111'1 r( V BLADE Q7 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity hurricane Zane d����Q�,.... „•'����� 0 2015 EASTERN METAL SUPPLY, INC. .- Q;• �GENSF •. BERTHA HVTM L E C O N A■S.S■A. Accordion Shutter System H.V. a.ADE#1 w/OR W/O KV.WINDOW MADE '�C'•, /. ,�= American Shutter Systems Ly,Mc DESCRIPTION DATE DRAWN BY: M.L Ems( TILLIT TESTING & ENGINEERING COMPANY 'O Si 35%.St,SM.305.YfRGWA GARDENS.FLORET 3716 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 P:a,� EL4F Lr 6355 N.W.J6Phone:(305)871-1530.Fay:(305)871-1531 4268 Westroads Dnve z %� �(�``�� r 04:t6tac OwLeam West Palm Beach, FL 33407 3 DRAWING Na SIONA 4Y EB-0006719 15-085 ''7jYhry11111111110U`, WALTER A nLUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lia.Il 44167 9 SHEEP 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V I H V .3/s'm 41 40 ! 12-701 IS T P N. OE 1 HV BLADE 1 62' Q j i GE 1A ,1675"HV BLADE'1AHV WINDOW BLADE .0625' .0653 II `* BLADE'S .,875' YHV LONG RECESSED NYLON BUSHING \ KNUCKLE .0625(TYP) 0.06 S- HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (DOR ® N w 1 kr AT POImON R1.7 0 HV WHEEL CARRIAGE AISI 302-303 SERIES .49 40 II 6u 44 / f j 3 so- HV p //rz.0750' X 0.870"x3/16" THICK NYLON WHEEL. 3 I I ^LL w 2 7/e"MN HV WINDOW 0.188'0 AISI 302 SERIES S.S. RIVETS (— ,1315-0 CLEAR r3,p SEPARATION J.7500' BETWEEN .0625' ,0625' ® HV 1 3/4" ACCORDION PIN W/ 8 HEAD * EXTERIOR OPENINGSADEt 5 3/4" Scenarl Y_Y ® W 2 3/4" ACCORDION PIN W/ #8 HEAD * 4 aN c iERs"._. 7500" +� 2 1/4' R Fm(xi OTVA.QN 41 47 �0 � � I CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I; o •—I `i ; B LEAK TYPICAL. HV WINDOW BLADE AND @OR I ` I I 3 1 POLYCARBONATE HV WINDOW DETAIL ® ® or @ N.T.S. (SEE NOTE FOR EaDIREMENTs) i Q OR ® ( *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE K 1 I 12'MIN.C CE RESINS, UV-STABILIZED GRADE OR SABIC PIN �EOIJIIREMENTS AT EXTERIOR BLADE KNUCKLEx - -- ro BLADE 6 M INNOVATIVE PLASTIC L.EXAN 103 RESIN HV HV(14 �� I i Q OR ® (SEE NOTE "F" ON SHEEP 19). oa� II (1) I'IV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR3® N W N O BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR I i POLYCARBONATE SOURCES FOR 44 HV @ BLADE. � I1'P.T.S.ICAL SHUTTER ASSEMBLY EXTERIOR APe�INE TWidL PROPERITES STAMMO _ N -• HV PIN -,R, AT REFT7+01cE wa7smxx (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT @2 rIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q tl"®r- > • BLADE'S KNUCKLE. xr�relJ � BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 �EE NOTE * FOR SFEcaTO avvmr ASIA W92 D.D43 m/T� 0.043 ro/n' . REQUIREMENTS) �I: I TENSILE WDD s,iFrcDl ASD'Dew 9.400 vat. 9.500 P.'j. (3) 1(V PIN ® OR )3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER nfxuau_Smc i AT YEW ASTM D7W ,=,SOD Da.t 13.400 ,..t FLE101 ASTM DM 3W000 va.1. 315.000—J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, FAQ SHEET O HOICKED IZOD ASW D250 16 FT-rot n FT-ii WHEEL CARRIAGE DETAIL SMOKE oENs n ASTM Daa43 47.2 s 64.5 s Mn.t.s. ASSEMBLY LAYOUT KATE OF eum+04c ASN M G_I CLASS c-1=SS 1T.5• 'a,"ITION ASTM•D1929 10407 900•F AS1Y 6155 TENSILESTRENGTH AFTER WEATHERNG ASTM 6369302 Pal. 5640 pal. 1M HV BLADE SOLID & HV WINDOW BLADE DETAILS "i"SPIESS BEFORE WEANICf6H0 ASTM M6,67 Pal. am Pal. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ®2015 EASTERN METAL SUPPLY, INC. �ICBERTHA HVTM A■S S■A■ Accordion Shutter System - 1 L ECO q C. FLK BLADE#1 W1 OR WHO FLV. WINDOW BLADE j �! = American Shutter SystemsEV.N DESCRIPTION DATE DRAWN BY. ALLTILLIT TESTING & ENGINEERING COMPANY p. ATF OF *� 6335 H.W.36M L.Ste.30.5,VIRGINIA GARDENS.FLORIDA 3316f Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/1.3/15 F'.. ORIDP. A4`�o Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ty+5, ' ,`r.•�Q .-mal:H8ec0owl.com West Palm Beach, FL 33407 3 O'Y AL E"v;.�5```\ WALTER AOTOIO6719 LLT Jr.P.E. 4 15-085 P.E. �ILI(Sjk#URE/DATE FLORIDA Uc.y 44,67 5 SHEET 6 4OF20 ®'®" 3 *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATORY CONDITIONL' ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR ELEVATION. HV LOCK�5O or�2MAY BE SU ED AS AN SHUTTER SPAN NOR SI E OR OUTSIDE LOCSPANS UP TO 105'.K AND FOR O 0 ORS,qAi ANY 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 :41 Oq®a TYPICAL SHUTTER ELEVATION. LOCKS OR MAY IBE USED ASEAN INOR SIDE OR OUTSIDE LOCK.CONNECTION OF LOCKSCE OR FOR SECURITY PURPOS TOCP TO TWO W CENTERMATES LO ®SHALL BE AS INDICATED ON NOTE(1) ABOVE �1v1� LOCATION OF LOCKS SHALL BE AS INDICATED.ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONMON J2 (VALID ONLY WHEN MMDATORY CONDITM 81 OR UMM DAB-HyVD-- N II 12 C' USED W/TWO H.Y. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 OHS oB�6 or+�0 ua®• ^"® BE USED IF DESIRED TO ENHANCE SHUTTER PETTED MANCE LOCKING RODS�I OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANW170RY CONUTTION /2_•ONE FAV LOCK®r�,�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o o AND INSTALLATIONS AT ANY ELEVATION.NV LOCK( or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS do AT TOP BOTTOM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. O N g^� 943S • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST CATIONS AT ANY ELEVATION.AL ERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT x K � 3i = OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / fig$,.$ LOCKS AT 1/3 OF SHUTTER SPAN. N� B.MANOATDRY CONDITION #3 FOR KEYSTONE MOUNTING INSMUATONS: ONE HV LOCK® 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 @ or 9.5 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2' LONG FLAT HD S.S. SEE END EAM.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DET.ACTO N N L Y OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS OD r E H I J K p 0 N y W k SHEETS 10 h Is HEIGHT. FULL II OF CORNER *MOTES ON HV "T" LOCKS AND CENTERMATES: 1. All VAUD ONLY FOR W"T-LM OM CUITERMATES 0 AND wm CENTERMATE ONE ALTERNATE HV T'LOCK(9 MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR Q� FOR ANY SPAN AND �j�j a®on�• 07 -()-@-.O3 m B�STALLATION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK O�INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION TNG, SHEET 9,WHICH MUST BE 10•O"©•Om 1©+©°" CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"0x 5/8'RIVNLTT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 7 w 6 • 7 $oB MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES 914 HD LOCKS & CENT ES: 1. ONE ALTERNATE HO LOCK� MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HY LocK OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LDCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 #8 x 3/B'F.H. SS.M.S.,AND INCLUDES REINFORCEMEwr INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC•SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL 00 DA BUILDING CODE( on igh elocity urriCone one ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ENSF •,���; A S S A Accordion Shutter System . L ECO N C. FLY.BLADE#1 W/OR W/0 TLV. WINDOW MADE *_= American Shutter Sysfems / - TILLIT TESTING & ENGINEERING COMPANY 'Y LY. DESCRIPTION GATE DRAWN BY: MA. 'a'• STATE OF Association, Inc. , of D 11-19z 4/13/15 DATE: 4/13/15 .p•. �`` 6355 N.W.36th.St.Ste.SDS.MRDNIA DYiDENS,FWNInA 3316 ��� �,••. P5on6:(305)B71-1530.Fax:(30.5)871-1531 4268 Westroods Drive z ', F RI ���`� a-mol:cTeeroo661•eom West Palm Beoch, FL 33407 3 DRAWING No "Nil,/ON AL ENG�`��� WALTER A TR.UT Jr.P.E. 4 15-085 FLORIDA LEO P.E. SrEAC1C4N}�1UtRE/DATE .#"187 5 SHEET 6 5 OF 20 —CONCRETE ANCHORS POURED CONCRETE POURED POURED -(SEE,SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET I3 REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED ) REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS �FaR (SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEET 13) 17 18 EYSfOnE(SEE MDUNnM@ON SHEET 7) SHEET 13) NUfS 0 12'O.C. _ 1' I' ----- 12011(g Min. 1/4'0-20x3/4'S.S. Min. EO EO MACHINE SCREWS E0 Q USING 1/4"-20 N1f15 ® 12'O.C. I/ _ E.0.4 /2. -.250'Max. i -- - 13 OR 15 Olt 9 _ ---Q ___ p�1 13 15 L D r D.• ___ _ p • 250' 1 I I .250'Max MOx. ED i i 0.• 1 1 i i OPTIONAL i T 1 PTIONA_ 1 MIL 5F]SS M 1 To U ON' 1 i sxnxE oN S4xT 1 ®♦ ' MIN.SEPARATION TO GLASS 1 S RAGE EDA 0 . , DRas4a,6wR 1EXISTING GLASS i MIN.SEPMATION TO GLASS IIHi 1 -�—(SEE SCHEDULE ON SHEEP 17) HSEE SCHEDULE ON SHEET 11) EXISTING 1 T G' HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION QA ^-- BD HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ' MIN.SFPARAT10N TO GLASS G�.�» sOEDttE ON`9�L7 1 I --- OR Cl�♦ I H 1 I--O EXISTING --_(SEE SCHEDULE ON SHEEP 11) Irl " MIN.SEPARATION TO GLASS mAVD SEE SCHEDULE ON SHEET 11) CLASS i ON SAE.T t0 G ae,ESme� rl s EXISTING )�-CPTIONAL T� 1FP,r111 GLASS—� 1 \ 11 - - 1 N I I 11 1/4• 111 111 E }, �-avnoNAL I 1 1/a"Max. �p 13 15 E.U.* D. -- �_ — 19 E -E4 1/ 13OR0 -- 12 OR® -- - 1/4'0-20x3/4"S.S. Min. -- E4 ED PHILLIPS TRUSS MEAD 1/4"0-20x3/4'S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS CONCRETE ANCHOR$ 17 R 18 1" 1/4'-20 NUTS O 12"O.C. (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS 0 12"O.C. POURED CONCRETE (SEE-SCHEDULE-ON.SHEET 13) Min, POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED D HV WALL SILL INSTALLATION (SEE SCHEDULE ANCHONS REQUIRED O POURED CONCRETE SHEET 14) 0 HV WALL SILL INSTALLATION OR CONCRETE BLOCK WAIL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR_SQMBINATION OF SECTIONS: 1-SEE SHEET 4 FOR TYPICAL SHUTTER INSTALLATION DETAILS W/ ASSEMBLY E D.-EDGE DISTANCE ♦ SEE UM ATIONS OF USE FOR �\ u`, 2-MOUNTING SECTIONS CAN BE COMBINED (SEE CATIONSSPECIFlON SHEET 13) BLADE 1&ON SHEET 19 \I J 1-1 V B LA D E IN ANY WAY TO SUR ANY INSTAIIATION. unarm FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zcne ®2015 EASTERN METAL SUPPLY, INC. \,\CENSE:��- BERTHA HVTM A�S�S�A, Accordion Shutter System American Shutter Systems �� 1 W/OR w/0(LV.wlwoN BLADE jE OF - - TILLIT TESTING 4 ENGINEERING COMPANY Y EV. DESCRIPTION DATE DRAWN UY: M.L. �••. •:cV�� 6355 N.W.36th.SL,Ste.305•VIROM G•ROENS,FLORM 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 PRone:(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-mail:Oltea0000l.aom West Palm Beach, FL 33407 3 -QstS/0••••••�\G`�v� EB-0006719 NAL \, WALTEREA.TILLT J,P.E. 4 15-085 /rrpn nuu�1 FLORIDA Ua.p 4x167 s SHEET P.E. SEALJi4%%TORE/DATE 6 6 OF 70 POURED _CONCRETE ANCHORS gy CONCRETE (5EE SCHEDULE ON SHEET IJ) i m MASS(EEE 1 OR EXISTING i —� uwTD GLASS 1 REQUIREDI SDAEDAE ON SIEEJ — EDGE I F -i tt FOR BEIDE mNo xg GLASS— i(XE SalmuE on —$LAB IF W 91FET IB FDR Z uti YD.W�iWV i SHEEr 11) F.0. APPUCABLEIXGUSS� 9 —(D&(D \ ~per„ySimi I i ALTERNATE i i i i i i i \ i i E 1 ANCHOR I E%ISRNG I I LOCATION i i i 1 i i i i GLASS 10x3/4"HEX WASHER HEAD i II II 1 1 OR 13 OR 15 0 3/8 MIN. TEK SCREWS 0 12'O.C. i X01 EDGE SINE OF J/B Mw. CONCRETE ANCHORS ZJ APPLICABLEII it + 7 (SEE SCHEDULE ON SHEET 13) i l EXISTINGI I EDGE OF - : GLASS- i' EDGE OF--1 'I' SLAB IF O. SUB IF I ' X1/2 1 I:OCE OF APPLICABLE ' APPLICABLE - E. A. SLAB IF _i tl FDa �� / APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS Sl",IBLADE E ON se7 i iPoURm_1CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEET 14) ' aN 5/EET 19 FiH 1 OR CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ' BMEs ID&LrA] REQUIRED �.D.x` (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A-S.D. [I� HV FLOOR INSTALLATION t 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER �7 HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 DQsnNG Ar— YN.SFPAMION ' 1 - CONCRETE ANCHORS wsS I_ tO GLASS EXISTING—i (wsTc MSaEEIrmU11IE1 II II o -1c�uw Sa�ImWC�iw ro91cFutT s1 11 tDiREADFORM FASTENERS TAPPER+ANCHORS W/(SEE SCHEDULE ON SHEET 15) 1/4.0 HW EULDEX TAPOON W/ EXISTING ICCOGYADV�4'BPOWE S yy�j ) O11 /4- U�,GLA55 CLASS MAX. /� _' Nei$�IINlION ro 1 3/4'MEMDLDM O 6• O 111- i i i i j i(5eE soaD111L a" I I) I O.C. N.FOR UP TO 6•-0•SPAN PND 4'O.C.FOR SPANS WKiR 71" r-T 1 1 I 1 1/4' 1 6•-0'M TO B•-O'Nr1X.MPLY 4 SFAW1r AT D2Itf FA51FNDi I;i' © J tl 1/2' ,5 D.y ;i i i-j X.10x3/4'HEX E. ♦ (TYP.)(5EE NOTE�ONh 11 /- MAX. WASHER HEAD 1 I MW, I I TER SCREWS I'I COW.SFAVwT�'�n 1 d- 0 12`O.C. iy Mt 4x3/4' HEX HEAD , �yy —I tp•e-zox3p•ss us TO(SCREWS 0 9'O.C. ' 3 �m 1 8' I I t l OR 1/4-0-20 S.S.M.S. ' CONCRETE ANCHORS 6 +O J/ {r 14x3/4'S.D.S. _ i i i 1 4' ISINQ 1/4 o-20 NUTS W/NUT Y 9.O.C. i' -(SEE SCHEDULE ON n 1 0 9`0.C. 1 __ _ I ',' •'.:-" o t1'O.C. SHEET Cl 4) n ,.••' DasnNO N STRUCtURAL ---- 17«+ WALL TRIM(DECORATIVE,7 R18 EDGE OF •.1.•• E.D. SILL) I STAB IF 014x3/4'F.H.S.D.S. •• .MIN-. :' ; `- 1 7 B• 1 7/8 APPUCA13LE 0 9'O.C. POURED CONCRETE D CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) - _ W� POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1POORED CONCRETE ON SHEEP 1 n; .D. OR CONCRETE BLOCK SHEEP 10.) REQUIRED OR CONCRETE BLOCK OPTIONAL- POUREDREQUIRED MQ KEYSTONE MOUNTING INSTALLATION CONCRETE �K HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION MAxIwM A.S.O.DESIGN PRESSLME:484:72 p9 REWIRED MAXIMUM SHUTTER SPAN 6'-0• RAINGUARD INSTALLATION t aQg NO FOR COMBINATION OF SECTIONS: • E. D.a EDGE DISTANCE t REMOVABLE WHEN PERFORMED ASSEMBLYHEEf 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) OR ENTRANCE TO AN OPERABLE EXIT BLADE MIA ONNSHEETU19 FOR 2- MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS W� C1� HV BLADE IN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.•ii(l/l Ai 102015 DSIERN METAL SUPPLY. INC. Q� ............ ✓ NSF BERTHA HVTM A S S A Accordion Shutter System 1 L E C O N c. . . . . K,,. MADE , Wi OR Wio KV.WINDOWaaDE American Shutter Systems , .L DESCRIPTION DATE DRAWN BY: M . -O'•, "S TATE DF TILLIT TESTING & ENGINEERING COMPANY E. 6355 N.W.361N.St.Sl.303,NRGRM GARDENS.FLORIDA J31 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 R Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive DRAWING No a' j:NEB-��1�CO1^ West Palm Beach, FL 33407 J �''nss/ONAIE ��X WALTER AGOG J,.P.E. 4 SH 085 P.E. s�btyslGNA�`tURE/DATE FLORIDA Uc.®44167 6 7 OF 20 SEE END WALL ITS 10 & is SEE NOTES ON LOCKING RODS 3© HV LOCKS D or 2® S I oUT 90 IN I EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE NV LOCK SLACK DETAIL HVF S VALID FOR SI 11 5. GLADE ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQI SEE END WALL CONNECTION EXISTING CLASS DETAILS ON SHEETS 10 A 18 � ------------------- 2•a2•xt/6•x0'-2 I O.®a O•QoR 19•�$ 3 1/4• 7• 6 1/2• 7- (6063-T6 ALIDY)ALUM. OPPOSING ANGLE W/(2) 1/4.4 TAPCON 1/2• PT©•® SYMMETRYCAL ANCHORS TO CONCREOTTOM)IE I CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& i �10a3.C. S.M.S. 0 12• �� (4)/10xT EACH S.M.S.ro TUBE W/ HV LOCK 4 or To SCHEDULE O.C.FULL LENCNT. v W/ HV LOCK or 25 GLASS AT FAcw nNCLE(rrP) I 3 * 3 (oN SHEETCi j 5 ® w * 35* IN 5 � 90• 5* 1 1 HVC HVA HVB �°fl®aa©+O7 rn®a+1O «QoN POURED CONCRETE OR 1 O ma+q EXISTING GLASSCONCRETE BLOCK WALL REou ED 'coos 4_(I—RI SYMMETRICAL * IN 6 ' 7O MIN.TSEPARATION _8 ®°"_�'Q" 19` CENTERMATES* 6 8 oR l + 8 a 8 « on —— � Q«O © @ O © TO Glass cJ W HV LOCK fLbl OP110NAL (SEE SCHEDULE MIN.S�TION © ® / (INTERIOR) ®+®"N � N SHEET 11) (SEESCHEDULEINON SHEET 11) OUTANCHORS C� 16.O.CT VARIES 390• 0+ OUT 6 1/2•MAX.SLACK oUT (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `IIIIIIIIIIIHIII///// D 2015 EASTERN METAL SUPPLY, INC. -TIL BERTHA HVTM Q;• EN L E C O IrmA S.S■A■ Accordion Shutter System H.V.MADE#1 W/OR W/o KV.WINDOW MACE J/. .* American Shutter SystemsEV•N DESCRIPTION DATE DRAWN BY: ILL.�C:• - TICCIT TESTING & ENGINEERING COMPANY o'• STATE OF D 6799 N.W.J6N.6L,Ste.30],NR4TN G4 DU16 RORM JJ1 Association, Inc. 1 OLD 11-192 4/13/15 GATE 4/13/15 '4pz PhNone:(309)871-153.0 Fax (305)871-1571 4268 Westroods Drive 2 DRAWING No Ult'.Vaol.00a, West Palm Beach, FL 33407 3 �'',4`^ aR •r�\ LB-0008719 (` \V��/ WALTER A.TILJT J.RE 4 5-085 / ���x� FLORIDA iia.p 44167 5 SHEET P.E.'/Q4, &,i112E DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATE & LOCKERS WZ MOV BLADE SEF END CONNECTION DETAIL ON SHEETS 1n A 1w - - - - INSTALLATION n HV BLADE OU4-r IN '��°�°"�"� BLADE ODSLACK DETAIL RW.INDICATED ON SHEET 8, W/ HD CENTERMATES AS WELL As UNIVERSAL FLOATING TLADEODETAIL HOD-H10 ©m®m©•Qj m e (@.®m INDICATED ON THIS SHEET,MY HE USED WITH THIS© e, INSTA.LATIGN DETAL Ir SHOWN IN THIS SHFU. SEE END WALL CONNECnON 35 35,kL___-------------._.----_ ') 't <OPTIoN)llmt/x'sus rO1103/4•sus•t2' ----_- ----------AT EACH ANGIEO.G FOIL tENGHT. Ik v1 N (,)H.v. IN (a)N.v. " GAMI 3 30 HV "T PiNs(rrP.) 7 /a. Pars(ttr.) (Sei weaAE LOCK (INSIDE) 1O ��- asAOT p 1 - --' - - ----- ------------ _ ---�--- - --- -�---- --- a 5 1 231 29 1 1 "/0 x�/e• �6- _—_ 5 3 OUT 31 oN 32 I 33 31 aN©2 31 oN 2 35 31 0PQ *SEE NOTE a FON FN LOCK®, 2 -1/4" 0-20 X 1 1/2" S.S.M.S. 4 35* (OPTIONAL) r LOCK,ON SHEET 5. # W/ 7/8"0 x 3/32" WINGNUT. (oPto'. HDB—HVB OUT HDC—HVC ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 26 W1 C4! LOCK (EXTERIOR) .W1 at LOCK (INTERIOR) t SERIES 94"ALDINNW HVG* (mzn-n AuoO LARGE nANr n+u+ ®n©.O,�j•�m 8Q 10•®n SHEET NFACRI,PART RV 1 DOZD, 10�®m©a11.J"'©•©m AS WRH,P.TUPHI N,AVOEL JERSEY O7�OSawoP EOt1A1. •NEW Jt%EY ©.O.©m©•O7 •®m b •®m Q9•®m�•®m©•® 3 -0 #SCE NMM ON I X—..p e We t0oa ON SHLET 9 ##L-MSk FIDATINC aADE©DEYNL NDD-Hw 5 vun r0P Au eDlra/uTes AmrwTKAIS PnH ILAOEO HDD—HVD** FLOATING STACK III FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A``1 IER A;TI[[�TA0 2015 EASN METAL SUPPLY, INC. �\CENs�';�9' A S S A BERTHA HVTM Accordion Shutter System ■ ■ ■ ■ RV. BLADE q1 W/OR W/O KV WINDOW BLADE a ✓�*� TICCIT TESTING & ENGINEERING COMPANY. American Shutter Systems.� Y N OESCPoP710N GATE DRAWN NT: N.L TATE OF :2 a Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 �'.• (V 8359 N.W.361/4.SL,Stn 509,NRGINIA GARDENS,FIDPDA 1316 .•• Phone (305)071-1530.Fa.:(305)871-1531 4268 Westroads Drive s DRAWING No 'q,�FSS. , „ •�G\`���� 1tiI�600"IMm West Palm Beach, FL 33407 s 719 15-085 ��ONALE�L�.�`` WALTER RNALTI J4187E s SHEEP P.E. SM/.S'Ii;NATURE/DATE 6 9"OF'20" POURED CONCRETE OR POURED CONCRETEJIO POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL DR CONCRETEOR CONCRETE BLOCK CONCRETE REQUIRED BLOCK WALL REQUIREBLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE ANCHOR �EXIS TING GEXISTING GLASS 0 16'O.C. EXISTING GLASS -( 2'MIN EXISTING GLASS .F_. ) MIN.SEPARATION —70 GASS(SEE MIN.SFPARATION SCHEDULE ON SHEETA+N.SEPARATION 1IEO EO E CLASS(SEE 11 FOR ELAOE OMD70 CLA55(SEEMN,sE3=ARanoN TOGLASS(SFEs1 — ON SFEET 1/16`x3'MAX. ON sEEf 19 FORSCum,c ON 91EEf SCHEDULE ON SHEET 11 FDR ELADE 1QAN7 (6063-T6)CONT. [LADES�&® 11 FOR BLADE OMD 11 FOR E3IADEOAND (LOAT ON SFffT 19 FDR ALUM.CLOSER OtJ STEL( 19 Fqi 1/ ON STUT 19 FOR ENAOESO&(L SIDE &® PLATE. (LOCATE 1/2 Bl/.DES Od[Q�OF 5Q) AT EITHASO; MIN. IJ /2`MIN. •R USE 1'OR 2'MAX. 81ox1/2-S.M.S. I __- (AS APP UCABLE)x2'x1/8'xA10xi/2'S.M.S. __ 0 I6'O.C. ALUMINUMCLIP ANCLE0 16`O.C. ----- (6063-T6 ALLOY)AT MIDAN.HEIGHr A / (1) e1ox1/2'S.M.S.TOWAIL AT 1'�O.0.(LOCATE ATO SEE DE (• SIDE CEITHER SIDE OF®) 1 OR 4 OR ® SEE DETAIL X FOR IORSIDE CONNECTION 7 8 6• SEE DETAIL X FO 4 IJ•Q"Q ®" a- DETAIL 1.8 1°.®w TO TRACKS w w 6.7 w 8 v 0.®w ' 510E CONNECTION TRACKS �w©.,r7O�w© 10.®w ©•Q•©w©•0•®v ©'0•©v©'0•®w ®•®v®•®wO•©v ©.Oj •©w©•0•®w ®•®v®•®v�'®w®"r7 O.®w®.®w�•�v®•® 9 v . 5 w .' Q•®w®'®v�'®w®•® END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL * POURED CONCRETE OR REQUIRED ONLY FOR SPANS GREATER THAN 12-0' —————',�FXISTING GLASS CONCRETE BLOCK WALL EXISTING O REQUIRED — f GLASS 4 MIN.SEPARATION #1 1/2`S.M. i%o 70[LASS(SEE ® 16'SCHEDULE ON MIN.SEPAIMON SHEET TO GLASS(SEE OR®OR@OR 1 BADEm CONC ErE 1/2'MIN. �EDULE ON SHEET EET 19 FOR ANCHOR 0 11 FOR RADEOAND OR OR'I OR'1ANCHOR 9ADES O&Q� 12'O.C. 5 NDFS k�0 16' EO O ® OR(g O.C. 1/2'MIN. �- -1 2'MIN. _ Y[ EO 6 OR®OR(DOR 2 MIN' 2'MIN. ♦ SEE UMffAT10NS OF USE FOR © O ® ® © V V Y ?10 dtADE�ON SHEEP 19 ) OR)3 OR i OR i OR'I PLAN R ®' DETAIL X POURED CONCRETE OR 6• ®wp•0w a '° END INSTALLATION CONCRETE BLOCK A L � wO O7 v 8 10•®v v 6 Q •®w REO 10.1®"'©'®w©•©°" 1 O•®w©'®v®•©v 0.0.0-0.0•®w © (D•©w©•O•®w (11 HV BLADE OR h HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ®•®wp.®w®•®wp® END CONNECTION END CONNECTI����TAIL© BO ®w®•®. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TQ; i ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S.S.A. Accordion Shutter System *_ ltv MADE#1 w/OR w/o KV. NINDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SY stems EV.N DESCRIPTION DATE DRAWN eY: M.L �. STATE OF ¢S 053 KW,3M.SL•Ste.315.11RG GARDENS,FIGRDA 3316 Association, Inc. 1 QLD 11-192 +/13/16 DATE 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 C\ e-Won:«haeooaa.com DRAWING No --i,Fcs•.... �\��•� Ee-0006719 west Palm Beach, FL 33407 3 ''�.,s/0NALE�����`� WALTER A TIL jr Jr.P.E 4 15-085 P.E. S`4NA1fURE/DATE �°R0 �`'a 44167 5 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN4' '•L+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" ]MUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND • NOTES: CENTERMATES, ® &® or or INSTALLATIONS W/ W CONCRETE & W/ ONE H.V. LOCK ® or ® or or Sig & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or®or OR W/ NO LOCKING WALL A. B, C. D. E. M, N, 0, P, 0, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV "T" W/ NO LOCKING RODS® ODS A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.1t) MOUNTING F• K & L R. S, & V. BOTTOM SEE NOTES ,ft (VAUD FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR K SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE& ASA�UDESGN AS Dt9CN 'I ONS 0.9�DESnN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSUREWALL MOUNTING FLOOR/CEIUNG PRS WALL MOUNONG PRESSURE DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. PATVIO RARNC RATING FLOOR/CEIUNG MOUNTING MOUNTING (P..J.) FLOOR/CEIUNG MouNDNc (p J.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (t oR-) (+OR-) FLOOR' ALL MOUNIING DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. L+ (It) L-(ft) L+ (ft) L-(R) L a (ft) I L-(6) L+ (ft) I L-(ft) O MAXIMUM SHUTTER SPAN -L+-OR "L--FOR 30 OR LES 16'-o" 16'-0- 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-0' 16'-0- INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2" i6'-0 35 1 10" 14'-10' 35 15'-2' 105 psf.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND L-". ' 4•- 16'-10" 40 13'-10' 13'-10- 14'-2' I.5-2" 40 13'-10" 13•-10" 40 14'-2- 15'-2- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-.4" —14'-3- 45 13'-1' 13•-1 45 13'-4" 14'-3' 1' HV CORNER CENIERMATE/)3 MAY BE USED AT All. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8" 13'-7- 50 12'-5' 12'-5- 50 12•-3' 13•-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10" 55 11'-1' 11•_11• SHALL BE AS INDICATED ON MANDATORY CONDITION N2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-i'- 11'-4' 11'-7' 12'-4" - 60 I1'-4' 11'-4" 60 10'-2- 10'-11' NOTE�5, SHEET 5. RATING: 65 10'710 7717 - 65 10'-10- IO'-10" 65 9'-5;- 10'-1" DETERMINE: 70 10'-0" 10'-6- 1o'-9" 11•-5" 70 10'-6"' 10'-6" 70 W-9' 9-4" L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1' 10'-4_ 11•-1'- - 75 10•-1- 10'-1- 75 - 8'-9" t" EXCEPT THAT MAXIMUM SHUTTER SPAN "L+-OR 'INSTALLATIONS. 80 9'-10' W-10' IO'-0' 10'-9" 80 W-10" W-10" "L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6- 9'-6- - 9'-9" 10'-$'_ 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5` 10'-1'- 90 9'-3' 9'-3' SHALL BE UMTTE)AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9- 9'-2" 9'-10' 95 9'-0" 8'-9' L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p..f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR 100 8'-9" 8'-4" 9'-0" 9'-7' 100 8'-9' 8'-4' s /CEILING MOUNTING 105 8'-7- 7'-11" W-9' 9'-4" 105 W-7" 7'-11' MOUNTING Q ON SHEET 7. INSTALLATIONS. 110 8'-4- 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3" 8'-4- 8'-11' 115 6•-2- 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+', -Lzh% "L1-"AND "U-- 120 R'-0- 6'-11" 8'-2" 8-9" 120 8'-0' 6'-11' 125 7'-10" W-8- 8'-0" 845" 125 7'-10- 6'-B- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-I' 130 7'-8" 6•-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7•-9' 135 7'-7" 5'-2" WIND ZONE MINIMUM SPACING. --140 7--5" W-11" 7'-7' r-6" 140 7•-5- s-n• ASTM E-1996 SEPARATION 145 7•-3' W-9" 7'-5" 7'-3- _145 _ 7'-3" 5•-9' TO GLASS 150 7'-2' 5'-7 7'-4 7'-0' 150 772' 5'-7- _155 T-o" 5'-5- 7'-2' 6'-9" 155 7'-0- 5'-5" 1 THRU 3 " 160 6'-it" 5'-2" 7'-1 6'-7" 160 6'-11' 5'-2' _ 165 6•-10- 5'-1' 7'-0" 6'-4" 165 6'-10' S'-1' 170 6'-9" 4•-11' 6'-11' 6'-2' 170 6•-9" 4'-11" 175 6'-7" 4'-9" 6'-9. 6'-0' 175 W-7" 4--1- 180 _6•_6- 4'-8- 6-8- 5'_10' 180 - 6'-6' 4'-8° HV BLADE 185 6'-5- 4'-6' 6'-7' S'-8" 185 W-5" 4'-6" 190 6'-4" 4'-5' 6'-6" 5'-6" 190 6'-4" 4--5- 195 6'-3" 4'-3' 6'-5" 5-5' 195 6'-3' 4'-3' 200 6'-2' 4'-2" 6'-4" 5'-3' 205 6'-1' 4'-1" 6'-3" -1" 205 6•-1' a•-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EJSTERN METAL SUPPLY, INC. A�LT1L(�''�.,, BERTHA H TM � Accordion Shutter System A SSAKv.BLADE#1 w/OR w/o H.v WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $y$f9mS M W DESCRIPTION DATE DRAWN BY:MLQ•Y. LG. 6355 N.W.35th.SL.Ste.305.VIRGINIA CARDERS.R.ORM 3316 Association, Inc. 1 OLD 11-192 4/13/15 GATE: 4/13/15 PhC3 JAI tone (305)871-1570.Faa:(305)871-1531 4268 Westroads Drive 2 DRAWING No �+c a-mal:tilteeonea.eom West Palm Beach, FL 33407 3 1 rj-08S O FCDRIOP �� EB-0006719 ''•. ..•( ``�� WALTER 0.TILLR Jr.P.E 4 s �� E�DATE FLORIDA uG. !aats7 s SHEET 6 11 OF 20 i i t �. .tU .t• :..i •: 4•wi • r• .It1 "H" .: f, :al •: •1 :ql iw. ••.a. . ., i s,r ••.a..,. J i rw•. a • v,.. . rw•r. ..,,.. J •�. ►� - •.3...- -..1 WIN . M000 mom Iii..a' � • . EE;mi7[ilOQiiaOEEQOOEE®EOQa ROEE E : 01[�ia6>aml �Oi7Q[ilWt���RO7NNERIEVER " ling KNOnEEaNE EE E EMU" E ��®p��� MM WEp��EEQ������mRAIRNMpEEEM�� pQmOOO"HUO • B! RARE Elm �®m[7OEARD fR #m00EEn6�®0O[7 [��7ndQ dOm7im QJIfil 00iEi iLimmE�O [�� 0mi# O Q mQi� n Q6iiFi Q®E�1 O • HINnn pMIKE ®EIEEEEEEEEEE�EUEQD �EEEEEEEEEEoOE® FE1E / m�m QE p®�Ef1�fEEE�p��EH®EEEEENRA Is Q ®®m EEED EpEpE.pE�. INS M US ME N9111E�EEQ�lQmO4nE0m�Em"HERM M ®EE mm© aE®EOOE� " ErMillsEEEEE E E : �ooREEEaE®EEEmEEEEEEEEEE®Em �Qp�iDmOCi�EnE®�EEEEEmmm�EEnnIME13 FiynQt�ME i7F�E�Q�7 mlml' MOMORraLOmmEaH®QES031EQf�O E�mC�moQ Q mmmmQ�nonQm�m�n . m��"M KMM W� oEn �EnEEMQQEE�EEE��EEQ� EEEEEE m�annn [LimmMEiotllanm�mmm"" n EEEE�EEE�EEEE®m� En EEE n06i®[�OEMO] Ki O nrao� IEEE E��EE �m�QQEEE®EE�EEEQ�oEBBEE " EEEEEEEEEEEEEEEEEEmEEEEEEEEaEESEEEEEE®EQEEmEEEE as® Q= "Mmagwaxa m mpQ QQ = ; m QO MMEN"QQ MRAN ''Q aq ®EEE® oE�OEEEEQEmEEQCA M NOEEn�OEEEEmom�i7CfL7EE=MR�i7®�®E® a� man =pHmm02MMEN11 mm nQn� ' m m Q mmoQoo �aQQo� Q own o111HIM&SH Oc�imOR �Eo�i®��m�1E®E®E® EN3 n mm=mmmmEo ann�oQo mi mon E N EEE MMMENQ E EEEEINE®Cf SUMNAOdOQO Q Q QQQQ �L&ii.7QEOQ © i i • i �EEEQQQnO�EE®g�QnEEO��QEEEEEZMMECiEEQSIR EE�Qm. a Sam"Im"NARARIMM���E Q O ml QQQQ i� R7 Q n mn QQQn Q ooQnMcaQQOQ�ao� EEaEmmausI�Ea�EE��®EEson EEEE®EEEE EEEEEE MEEEEEE .161 NeW, E EOEEE m sam ®McaQ Q ®m QQ ® ��EEQEEEEEEEoMEEoEpmeEEEEEQ O En o oE�o'0 • SEE®EE � nnEVQ Q n E D�dOQCiO p0 vi�vOO Q m QQQEpQQQQQpQQQQQpOmQOQ ® 1rQQEEMMM -algoxx =i mQnEEE � o�nQ ®QQ®oE®E[��Omo�Qp ,•' , /� . �idQOQQi�mO OQOQ MMM me mQOQEQQQ®OQEEQQad�IMMEN EE i MAXIMUM ANCHOR* SPACING (tD) �CHEDU�FOR A GIVEN MAX SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES moi)_OEM kMTW PRESSURE R+. 'G AND A.fiARRFSPOND(NG I :HUNG TYPE FOR CONMEETE__OR CONCRETEBL6CK itiST.1u A'SiONS 1.ANCHORS TO SUBSTRATE SIWl BE AS FOLLOWS: (SEE MOUNTWOS E,G.&H ON SHEETS 6&7) POURED HOCK POtAtD CONCRETE (A) TO EXISTING POURED CONCRETE:(Mi..f'c..3 k9T) MAu4uu @WALL SILL MOUNTING @CEILING MOUNTING H FLOOR MOUNTING _ - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRIEDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. OURAEX.(MITI.1'0 m 3 ksT) SPAN '� - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.f'c 3 ksi) (K) OFSXN t6CA1HE PotEs91f1E RATNG ESA OE#IOi NECATAE RATING SD.OL901 IECAINE PTEA7lfE RA TAPCON OR 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. t'e=2 kai) 30 40 60 75 9t 120:60 206 30 40 ESTI 7s 90117.D11601205 30140160 75-90 120 1 5 TAPCON WITH ADVANCED rOMp TAPPER+ANCHORS AS MANUFACTURED Bf POWERS FASTENERS,ENC.,AND DISTRIBUTED THE BY ALL POINTS SCREW.BOLT A SPECIALTY 12 to B e B 6 5.5 14 12 10 9 B 8 6 6 14 72 t0 9 e a THREADFORM TECHNOLOGY OMPANY OR FN1'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-O' 14 12 to 9 a 8 6 6 14 12 10 9 $ 8 6 6 14 12 t0 9 8 B 6 8 (Min.1'c=3 ksl} OR LESS 14 12 10 9 8 $ 6 $ 14 f2 10 9 a B e e I4 12 1O 9 8 8 6 5 BLUE TAP'W CAP NOTES: 14 12 f0 9 9 0 $ 7 t+ 12 f0 9 8 e fi B 14 12 10 9 8 B 6 6 At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED'[FIREADFORh1 TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 5.5 3.5 t4 72 10 8 $ t7 6 6 t4 12 10 9 a 8 b 5 TAPPER'} ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4''O' 14 12 10 9 a 8 6 6 14 12 10 0 8 B 6 6 14 12 10 9 8 B 6 55 14 12 tO 9 a 8 6 + t4 t2 t0 9 8 6 6 45 74 t2 10 8 O 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL 6£7/8'INTO THE POURED CONCRETE.NO EMBEDMENT Ni 14 12 10 9 a 8 b 4.5 14 12 10 9 a B 6 5.5 14 12 10 9 B B 6 4S INTO STUCCO SWILL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 t0 9 75 5.5 35 - I4 12 10 9 $ 8 B 5 14 12 10 9 $, 1 5.5 4 ♦SEE Ulrt[ATIONa OF USE FIXi 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 /2 70 9 $ 8 9 8 14 12 10 9 8 8 6 55 14 12 10 9 a 8 6 4.5 OtfDE�y+t ON SHEET/9 5'-0' 1{ 12 10 9 8 7 4 - 14 12 t0 9 B 65 5 3.5 14 12 10 8 BS 5 3S 3 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1S t2 10 9 O 7S 4.5 - F4 72 40 9 8 8 6 4.5 14 72 L 9 6 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINLSHFS.ANCHORAGE SHALL 8E AS INDICATED ON R129,.510 9 O5 4S - - 14 12 10 9 8 75 SS 4 14 12 10 9 a 5 45 35 NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON'VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 10 9 B B 6 - 14 72 10 9 $ 8 6 5 1A 12 10 9 8 6.5 •5 3.5 INSTALLATION INTO ElFS WITH METAL STUDS SEE SHEET 20. 6'^0` 10 9 9 55 3 14 12 f0 B.5 7 55 4 3 14 1Z B 6.5 SS 4 3 - ID 9 a e - - t4 12 10 eB & 65 9 .7S la 72 -to-as 8 5 a (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) $ 65 5.5 3 - - 14 12. 70 9 8 e5 t5 3.5 14 i2 10 18 7 5 3.5 3 - t/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY T.T.W.Bt/MFOt. 8 9 B B - - 14 t2 10 9 8 _ 5 4 14 12 0' 9 7S 55 4 3 - 1/4'0 x-3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 7'-0' 10 a 8 4 - - 14 12 0 9 6 7 3.5 - 14 1 4S 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS WJ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 10 85 7 4 - 14 i 75 5S 4 - 14 2 0 75 45 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 7 55 4S - 14 10 75 55 4 14 1 6,-0- 10 98 6.5 - ^ 14 70 B 6 4 - 14 10 6.5 5 3.5 - NOTES;O5 7 3.5 3 - - 14 a 5 58 4 3 - 25 9. 6 4 3 - 0,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 72 95 7S $ 14 1 g5 ESS 5 - 14 1 8 ESS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I% 13 9.516.5 5 3.5 - - 14 1 10 63 5 - - 14 12 .5 5 4 - _ g.-0. 14 12 t0 9 B - - 14 t to 7S +S - - 14 12 BS 7 55 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11,6 7S r4 '1 7 5 3.5 - - ti B 5.5 45 3.S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 85 4,S - - 74 12 5 55 4 - 14 106 7 5S 6 4.5 - - EXIST,AND i'MINIMUM FOR WAILS WITH NO STUCCO. 115 8.5 5.5 4 - - - - 14 i2 7 6 4S - - 14 11 7 5.5 4.5 3.5 - 14 12 l0 9 7.S - 14 12 10 B 65 S - - 14 12 8 6 S 4 - - B3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON hlG EXISTING WALL OR FLOOR 14 105 7 5 35 - - - t3 95 ESS S 4 3 - - 10 75 5 4 3 - - - AN S1W1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - 14 TIS 9 6 5 4 - 2.5 95 6 5 4 4 - - NOTES B.1)&B.2)ABOVE.FOR INSTAL1A710N5 ON VINYL SIDING OR ETES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS B 5 - 14 72 8 8S SS 4 - N 10 6.5 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11•-0' 14 t2 t0 - - - - 14 i2 9 7 6 45 - - 14 t05 7 SS 45 3S - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3 - - 8 7 4.5 3S 3 - - - 14 t0 7 - - - - 14 TOS 7 5.5 45 - - - 1.5 8.5 5.5 4.5 T5 - - (p) SEE SCHEDULE BELOW FOR EWE DISTANCE(E.D.)VQS115 SPACING Rf1AT10NSHIP FOR ANCHORS. 9.5 7 4.5 - - - - 14 11.3 7.5 8 5 - - - 12 9 6 4.5 4 - - 14 12 10 - - - - - 14 12 a 65 5S - - - T3 10 65 S 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE TOR ANCHORS; :2'-O'11S BS 4.5 - _ 11 8 - B 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 95 6 - - - - it 9S 65 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTONS. 9 BS - - 14 TOS 7 SS 4.5 - - 11 8.5 55 4.5 35 - - - REDUCED SPACING QBTAINEO U51NG FACTOR StiAl.t N07 DE LESS THAN MINIMUM SPACING INDICATED FOR FA1:N ANCHOR TYPE. 12 - - - - - 14 115 75 6 5 - - - 12 9 6 4.5 4 - FACTOR 13'-0--14- 10 75 s 4 3 - - - 7.5 55 + 3 - - - - Ate- TAPCON WHH ADVANCE- ALL POINT SOLID SET BLUE TAP W/CAP TAPPER.+ yg g.5 _ _ _ _ - 12 9 g 45 it - - s.5 7 5 4 - - - EDGETAPCON THREADFORM TECHNOLOGY MIN.SPACING B 6 - - - - - 13 9.5 6.5 5 - - 0.3 7.S 5 4 - - - - HV BLADE QR DfCTANCE14 12 - - - - - 14 TOS 7 55 - - it 8.5 5.5 4,5 - - - - E.D. MIN.SPACING 3' MIN.SPACING-3' MIN.SPACING-3 1f2' MIN.SPACING 3' 3 3j+' 4' 14'-0' 10 7.5 - 9 7 4.5 3.5 - 7 5 3b 3 - - - HV BLADE W POURED CONCRCIE& rq,� lE OCHORETE HDOc POURED CONCRETE& POURED CONCRETE kI� CgggTE R�7:7v WINDd CONCRETE BLOCX MN EOc3 t/Y tdN.EA.2 1'N CMR.ED`S I.r CONCRETE M-3rGK E.6..3 1/z•Mn E.a.z 1JY 88 5.5 45 - 9 a5 3S - - - - iAK E0..3' 9 8 - - - - - 95 7 45 - - - 3' 1.0 0.90 1.0 0.76 1.0 0.84 1.0 :5'-a' t4 - - - - - 3.5 10 es - - - - os a s - - - - - BLADE WORKING 2 1/2' 0.61 1.D - os7 1.0 a - - - - as s 3 - - - - - IN UNISON ♦ - - - 10 - --- -- 0.5 8 b 7- - 8.5 8 4 - - - 2' 0.71 0.51 _ 1 3/4 091 - - - 0.43 16'-0' 14 _ _ _ _ _ _ _ 2S 95 6 _ _ _ - 10 7S 5 _ _ _ _ 1 1 J2' 0.35 - 0.35 4 - - 6 4S 3 - p.5 - - 9.5 7 5 - - 8 g 4 - - - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone P.. ...Ct ®2015 EASTERN METAL SUPPLY,INC. /�'''�, ,,••GENSF.:+p ff A (� BERTHA HVTM A S S A Accordion Shutter System -TE-C O t fN G. . . . • H.V.BLADE , W/OR W/0 H.V. 4NNDOµ/BLADE • C� (,3flJ American Shutter Systems Ey_ GE5GB9'nou DATE DRAWN Br: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 ' STATE DF •LLIN W33 N.W.36th.SL,Ste.305.MGM GARDENS,FLORIDA 3716 4268 Westraads Drive 2 Phone:(305)B7:-:tilt.Fax:(305)877-7531 DRAWING No a-men:mtcc6719 an West Palm Beach, FL 33407 - 3 15_085 ~1p" SSlON AL�;�'`'� WALTER A.TELL T1 Jr.P.E. 4 E��iS7ETAit 51111% REfDATE FLORIDA U..q 44167 6 S 13 OF 20 MAXIMUM ANCHOR' SPACING (in) SCHEDULE FOR A GNEN MAX, SHUTTER SPAN [.S.0 DESIGN INEO VE PRESSURE RATING AND A CORRESPONDING MQUNP,NG TYPE FOR CONCRETE OR CONCRETE Bi ,CK INS?'ALAMONS (SEE MOUNOHGS I.J,K A:L ON SHEET 7) POURED CONCRETE POURED.CO CONCRETE.BLDCK ANCHOR$ )PACING..I EGEND.__.... ii410LLVY 1 WALK OVER& 1 2RENCH QRAING7)ARO MOUNTING K WALVIFLOOR MOUNTING ©WALL/WALK OVER MOUNTING r SPANMOUNit _O TAPCON OR (R) .DE"KrATNE PPFs01N RANG DIMON BEBATK HIWX RUM 0.DM NEWNE PRES919E RMM .TIMOR I4[LkTK E RUM TAPCON WITH ADVANCED 30 40 50 75 90 120 160 2115 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 80 75 90 120 160 205 �, THRFI.DFORM TECHNOLOGY 14 12 10 9 1 9 IS 16 6 112 12 12 12 12 1.5 S5 6. 7 7 7 7 7 7 7 .5 5 5 5 5 5 5 `"ALL-P.OITITS SOLID-SFT.- 31-6" 14 12 t0 9 a �8 6 S 12 12 i2 i2 12 t2 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S - - _ R LESS 14 12 10 9 8 8 6 8 112 1212 12 0.5 8 6 4.5 7 7 '7 7 7 7 7 6.5 5 S 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 e 8 8 12 72 12 12 12 i0 T5 6 7 7 7 7 1 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 8 0 B 1 6 5 12 12 12 112 11.5 85 BS 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0` 14 12 10 9 B 8 6 6 12 12 12 t2 12 93 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 11 b 6 12 12 12 95 8 6 45 3.5 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 8 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 7 7 5.5 S 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 t2 ii 9 7 5 4 7 7 7 7 7 55 4 3 5 3 3 5 5 5 4 3 5,-0• 14 12 10 9 8 B 8 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 3 5 5 5 5 5 14 12 10 9 8 8 e 8 1z 12 93 73 8 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. 12 10 9 8 8 8 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 S 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 6 8 6 It 72 12 1.5 9 73 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 45 3.5 - SPECIFICATIONS . 6•-0` 14 12 10 9 b 8 8 6 72 12 12 10 8 6 43 7.y 7 7 7 7 _7 7 7 7 5 5 S_ 5 5 5 5 5 ON SHEET 13 14 12 10 8 8 B• 6 6 12 12 6 0 5 4 3 7 7 7 7 1 SS { 5 5 5 5 5 5 4 3 14 12 .10 0 8 8 6 6 12 12 10 8 63 5 .75 - 7 7 7 7 7 8 4.5 - 5 5 5 5 'S 5 4.5 ti 72' 10 9 6 e 8 8 12 12 10 8 65 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 S 5 5 4 3 - 7,-0` i4 12' 10 9 a 8 8 6 12 12 12 8.5 7 6 4 3 7 7 7 7 7 7 7 8 5 5 5 5 5 5 5 5 14 12 to- It8 8 6 8 12 10 63 5 4.S 3 - - 7 7 7 7 85 5. 3 - 5 5 5 5 5 5 3S 3 ii 12 1D ,+; $ B 6 c 12 a es 7 Ss 4 - 7 7 7 7 7 s - s s s .5 s s 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 t2 10 •9 0 8 b - 12 12 85 ? 55 4 3 - 7 7 7 55 4.5 3 - - 5 5 s s 45 35 - PSF A.S.D DESIGN PRESSURE B•^-0` 14 1z 10 9 a 8 fi 12 12 05 75 6 43 35 - 7 7 7 7 7 7 7 4 5 5 s' S 3 5 s 5 RATING & FOR SPANS PER 14 12 10 0 a 8 6 - 12 9 6 45 4 3 - 7 7 7 7 6.5 4 - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 a 8 6 - 72 it 75 6 5 .75 - 7 7 7 75 6 45 - 5 5 5 S 5 4.51- 14 12 10 9 0 e _ - 12 13 75 8_ 5 33 - 7 7 B.S 5 4 - - - 5 5 5 5 4 3 - - 9,^0. 14 12 10 9 8 8 - 12 12 BS 8.5 5,5 4 3 --7 7 T 7 7 7 8 3 S 5 5 5 5 5 3 5 14 12 10 9 D 8 - 03 8 S 4 3.5 - 7 7 7 6 5 35 - 5 S 5 5 5 4 5 14 12 10 4 8 8 - 12 10 6.5 S 45 - 7 7 7 BS 5.5 - - 5 5 5 5 5 4 - 14 12 10 9 8 8 - 12 0.5 7 5.5 45 3.5 - 7 7 53 45 3.5 - - - S 5 5 14.513.5 - 10�-0`14 12 10 9 9 8 - - 12 11 8.5 6 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 43 14 12 13 9 8 8 - 95 7 43 3.5 3 _ 7 7 7 5.5 13 - 5 5 5 5 4.5 3- ^ 14 12 10 9 6 8 - 12 9 5 5 4 7 7 7 6 3 - - 5 5 S 45 5 - - 14 12 10 9 0 8 12 9.5 6 5 4 3 7 7 5 4 3 - 5 5 5 4 3.5 - - - 11•-0`14 12 10 9 8 8 - - 12 to 7 5.5 45 3.5 _ 7 7 7 7 7 7 35 - 5 5 5 S 5 3 'S 4 �� /} {N(-{',jJ 14 12 10 9 a 8 - - BS 6S 4 3.5 3 - - 7 7 6 5 4 - - 5 5 5 5 4 3 " ' r BLADE ONLY 14 12 10 9 $ 8 - - 11 S 55 4 - - - 7 7 7 55 iS - - S 5 5 5 i5 - - - 14 12 10 9 9 15 85 5.5 4.5 SS - 7 7 4.5 35 - - 5 5 4.5 35 3 -_ - - 12,-0-14 12 IG 0 8 - - - 12 9S 65 5 4 3 - - 7 7 7 7 7 d 3 5 5 E S 5 5 43 33 14 12 10 9 B @ 8 4 3 7 7 55 4.5 3.5 - - - 5 S 5 4.5 4 3- 14 14 12 10 9 @ - IQ 7.5 5 4 - - - 7 7 5 5 - - - 5 S 5 5 4 - 74 12 70 e 8 - 05 $ 5 i 3S - 7 65 45 35 - - 5 5 43 33 3 - 13�-0`14 12 10 9 8 - - - 15 8.5 8 4.5 35 3 - 7 7 7 7 7 43 - 5 5 5 5 S 5 4.5 55 14 12 to 9 8 1 5.3 35 3 7 7 5 4 3 5 5 5 4 3 - li 12 f0 9 0 - - - 9 7 4.3 ,75 - - _ - 7 7 53 43 - - - - 5 S 5 4.5 4 - - - 14 12 10 9 - 10 7.5 S 4 3 7 e 4 3 - 5 5 4 3 - I-- It - - 14�-0`14 12 10 0 - - - - 05 8 5.5 4 35 - - 7 7 7 7 7 4 - 5 $55 [_4 5 5 4 3 14 12 10 8 85 5 3 7 7 5 JS - - - 5 - - 14 12 10 9 ^ 83,b.5 4 - - 7 7 5 4 - 5 - - - 14 12 10 9 7 43 3.5 3 7 33 3-5 - - 5/5-O`14 12 101075 5 { J7 7 7 7 7 35 - - 54T4 12 10 - 8 i3 3 7 7 45 3 - - 5 - - 14 12 10 - - - 8 6 4 - - - - 7 7 5 - - 5 14 12 10 - - _ - - 85 $5 4 35 - _ _ 7 5,5 35 _ _ 5 _ _ _ - 16�-0`14 12 1a - - - - 95 7 45 3.5 3 - - - 7 7 7 7 6 3 - 5 5 45 15 - 14 12 1Q - - - - 6 45 3 - - - - ^ T 85 4 - - - -14 12 10 ^ - - - 7S Ss .75 - - - - 7 i3 - - - - - 5 43 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1At1 777VV tC 2015 EASTERN METAL SUPPLY,INC. � R A; �. A AA BERTHA HVTM I L EC�Nc A■S.S.A. Accordion Shutter System FIV.MME gi W/OR W/0 KV.VANDOW BLADE l7American Shutter Systems EV,N OESCISPR10N DATE DRAWN SY. M.L. TILLIT TESTING & ENGINEERING COMPANY -,a STATE Op 6155 N.W.38th.St.Ste.303.MMMA GARDENS,F1 NIM 331 Assoclatfon, Inc. 1 OLD U-192 4/13/15 OATS 4/13/15 ---- ��� pho-:(305)871-1530.Fac:(305)671-1531 4288 Westroads Drive 2 DRAWING No '' ORIDP 44 a-maa:hlteeaoaa.aoa West Palm Beach, FL 33407 3 +%,f iss•••.......•••��,,. E8-00067.9 4 1 5-Q8J WAVER FLORmn u +ala E 5 SHEET P.£. S£ALrf${{SHF1i`i1Nf DATE 6 14 OF 20 MAXIMUM`S D DESIGN PRESSURE4R SING (R„rf) AND CORRESPONDING MAXIMUMANCHORSPACING (in 1 SCHEDULE FOR A GtUIEN MAX, LITTER SPAN NEGATR� ASD dESIGN PRESSUR RAJING AND A CARR( PONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). OUT E N-PINE SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M0,G=p,50 W/ W/ MIN. G=0.43 W MIN. C=0.36 SPiN� 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 FLFLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS FLOOR MOUNTINGS M. N, 0 & R W & X W & X W & X P & Q S d V 5&Y 5&V Lm IEGWF RSRI NW M'6=K PAZ(p) M OW MC FEW RNID(M OMM PR?7FE IWRG(pJ 0.5tl1 ILLWM RF9FE 4UNC(pd�ASQ R9p MEGVM f1�AE WIMC(y� SB OSPI IF6VAf Rd1WR RUMS 1(aQ 01➢W KGUM PI0.1A�RIRIG(piJ LL4il NWAC R®!R WI1NC(ydl re.MWAF W$59i RVIIG({� IF➢d IfWhC PI�7RE R�6(y� 30 40:6p 75 90 05 30 40 60 75 90 OS SO 40 60 75 9q 05 30 40 60 75 90 O5 30 40 60 79 90 05 30 40 60 75 90 05 30 40 60 75 90 f3l 40 00 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS '-p' (F 12 10,E /0;9 8 8 6 6 6 6 6 6 12 t0 70 9 6 8 6 6 6 6 6 fi i2 10 10 9 8 $ 6 6 616 6 6 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-D' 12 10,E 10'9 8 8 6 6 6 6 6 6 12 10 iD 9 B 8 6 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 6 6 6 5 4 4 4 12 12 12 12 12 12 12 72 72 12 12 T2 12 12 12 72 12 5'=0• # 10; 10.9 $ 8 8 6 B 6 6 15,5112 10 10 9 8 8 6 6 8 8 8 5 12• 10 40 9 8 7 fi 6 6 6 6 5 8 5 4 4 4 12 }2 12 12 12 12 12 !2 12 12 12 12 12 12 12 12 0.5 6'•-0' 12 101'1096.5 6 6 6 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 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 72 12 12 12 72 12 12 12 72 12 72 12 YO 8.5 l'-O' 12 toe 10 ;4 fi.5 4 6 6 6 .S 4.5 4 12 LD 10 9 5 3 6 6 6 5 4 3.5 12 10 70 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 1D. 12 12 12 0.58.5 7.5 210 10 7.58 5 4 3.5 12 70 70 6 3.5 6 6 5 .5 3.5 3 12 70 10 I - - 8 8 5 .5 3.5 3 8 5 4 - - 12 12 12 12 12 72 72 12 12 11 9.5 12 72 1.5 9 7.5 6S 9'-p'- 12 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 10 4 3 - - 6 6 4.5 h 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8S 12 12 10 8 8.5 5.5 10'-0" 12 10, 7.5 d - fi 6 5 4 3 -• 12 70 6 3 - -' 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 8 5 - - - - 12 12 12 12 7.5 9.5 12 72 12 70. 8.5 7.5 72 12 9 7 6 5 11'-p• 12' 70 5.5_- 6 6 4.5- - 12 tO 4.5- - 6 S.5 3.5- - - 12 10 - - 6 5.5 4 - - - 6 5 4.5 12'-0" 12 14 4.5 - - - 6 8 4 - - 72 10 3.5- - 6 5 3S- - - 72 10 - - - 6 5 3.5- - 5 5 - - - 12 12 12 1. 9.5 B 12 72 ii 8.5 7 8 72 1.57.5 6 5 4 12. 10 - - 6 6 - 12 10 - - 6 4,5 - - - - 12 7.5 - - - 6 4.5 - - - 6 4.5 - - - 12 12 12 10. 8.5 7,5 12 12 10 8 6.9 5S 12 0.5 7 5.5 4.5 4 T2 10 - - 6 5.5 - 12 _7 - - - - .5 4.5 - - 12 7 - - - .5 .5 - - 6 3 - - - 1.- 72 12 12 9.5 8 6 72 t2 9.5 7.5 b 4S 72 9,5 6.5 5 4 3 15'-0'- 12 --- 6 _ - 12' - - - - 5 •' - - - - 12 - - - - 5 - - - - 6 - - - - 12 12 I1 9 7.S 5 12 12 8.5 7 6 4 12 9 6 5 4 - - 12 - - - - 5 - - - - i. - - __L7- is' 6 - - - - - 72 12 0. 8.5 6.5 4 12 72 8 8.5 I _ HV BLADE OR i HV BLADE W/ ICDA HV WINDOI��W��� BLADE WORKING IN UNISON* iNI MOONMS of USE FOR S-EE ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2 W/G=0.59(N.D.S) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDS% W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-O.50(N.B.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE nR NORM W/G-0.43(NO.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/6-0.36(NO.S.) -MIN.1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CEILING SHALL.BE AS PER MOUNTING TYPE U,SHEET"17 AND SFWl CONSIST OF LAG SCREWS AS PER NOS 2012 SPECWrAIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF'THE RECOMMENOADONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone to 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM 717I7IIL 1110, -"-`-"'- w� ���A� Accordion Shutter System ,t �, /jiL E C a �>K�. A H.V.RADE#1 W/OR W10 H.V. WINDOW BLADE American Shutter Systems REV.N DFSCNtP(ION DATE DRAWN BY: M.L. �y�, f�✓� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-192 4/13/15 DATE 4/13/15 na167 ': 3ss"•W sI( 67.,flee.543. MF-(NA (305),E1-153DROA 3]16 4268 Westroods Drive 2 Ptuxn:(305)871-7536.Fax:(305)B7t-7531 DRAWCING No .* = e-mall:8lte 9-I.Mm West Palm Beach, FL 33407 3 .L.J-085 EB-0046779 4 g'PIE Of :44U S WER ALTa THUT a..P.E. cA � w FLORIDA ua.8 44167 b SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & aA HV..+ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(11) ONLY SHALL •WDLL FINISH MAX. LIMITED TO 105.0 Rsf. S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & -- ---- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED A S.D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON THREADFORM TECHNOLOGY 1/4.0 TAPCON OR _ W/ 1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I MN.SEPARATION! 1 (DOR (SEE(SEE SCHEDULE ON SHEET 15) 1/4'o-2Oz3/4'SS.MACHINE 1 5C!£DULE ONCLASS(SEEr OR �o 1g SCREWS W/ 1/4'-20 NUTS f—11 FOR BADE mMD 1'Min. ® 12'O.C. I ON BEET 19 FOR 3 EXISTING 1 BADFS O& EO Z GLASS-1 Cl 1 I I WALL FINISH I I ,: WALL 1 .•.5. EXISTING MIN. FINISH I(I 2'x4'WOOD I -•A EXISTING MIN. OR HEADER REQUIRED I OR® 1 2"z4'WOOD IIRl{lIj IL 1 f`0 TAF'CON OR TAPCON WITH ADVANCED EXISTING I AAN.SPAMDON I 1 HEADER REQUIRED I THREADFORM TECHNOLOGY W/1 1/L' G�5—� TU GLASS(SEE I ( I 1 Min. PENETRATION OF THREADED AREA TO Q_SOE)IAE ON SFEEr MIN.SEPARATION TO GLASS EXISTING WOOD HEADER. I 11 FOR BADE(DN EXISTING (SEE SCHEDULE ON SHEET 11 (SEE SCHEDULE ON SHEET 15) ON SHEET 19 LTR GLASS--I I BLADES(1)1&a2'x4"COM.SILL PLATE REO'D. MO HV WALL HEADER INSTALLATION ; E (N)HV WALL HEADER INSTALLATION I OOHY WALL SILL INSTALI I 10 T—TEXISTING -I-----.----...__..___-._.___ ,_� - I MIN SEPARATION TO GLASS 1 I I -1 MIN.SEPARATION TO GLASS r 1 GLASS I EXISTING f—(SEE SCHEDULE ON SNEET 11) I O EXISTIN (SEE SCHEDULE ON SHEET IIT — S MIN.SEPARATION TO CLASS II 1 x GLASS-1 WOOD PLATE SCHEDULE ON SHEET 11) ' GCA55�' 1 REQ'D. �i I I +R I 1/4'0-20x3/4"S.S. :r -- `T 1/4"0-20x3/4'S.S. `* MACHINE SCREWS I I v MACHINE SCREWS W/ I I I USING 1/4'-20 NUTS I -I WALL I \ 1/4"-20 NUTS m 12' ; 0 12'O.C. FINISII 11oR® I 1 OR 1® 1 II 13 OR 1 OR 1 - 2'x4"PONT. WOOD PLATE E RED D.1 1'Min.N 1'Min. r OR� 1/4'0 TAPCON OR TAPCON WITH ADVANCED .:� THREADFORM TECHNOLOGY W/1 1/2" 2'4'CONI. Min. PENETRATION OF THREADED AREA TO ti. I/4"0 TPPCON OR TAPCON WITH ADVANCED i_ -SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2' 1/4'0 TAPCON OR N4IE; REO�U 7"APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SLE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD _ WAIL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4• 1/2 MIN.C0� THRFAOFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS A 16'D.C.MAX, PLYWOOD REQ 0. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REQ'D. REO'O.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ISTING MIN.2"x4"STUDS® 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO-BE-ATTACHED-TO-STUDS_IN ACCORDANCE ACCORDANCE WITH t-©HWITH'SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION 4 SEE Uu ATIONS OF U E OF V WALL SILL tNSTAL�ATION F.B.C. BLnDE80N SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `"Ip1YNlllllllllry//////A ®2015 EASTERN METAL SUPPLY,_INC. �e�A,rcl� /�I�■S■S.Q■ G BERTHA HVT Accordion Shutter System ,�.,y�� KV. RAM#1 W/OR W/0 KV. vnNDOW BUlDE W.A�$j'S7�1� TTILLIT American Shutter Systems EY• 'DESCRLFn ON DATE DRAWN BY: M.L. * :*_ 55N.W TESTING . ENGINEERING COMPANY Association, Inc. t OLD 11-192 41315 DATE 4/13/15 6JSJ N.W.J6N.SL,Ste.JOS,w WLk G4HODIS•FLORIDA 3316 4/13/15 o; 1Z z z PNOne:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 e-mail:bIt"0000I.eorn DRAWING No West Palm Beach, FL 33407 J EB-0006719 'a,�,��;.• OR19 ..�a .� WALTER a DLLTr J,P.E. 4 15-085 P.E..... 'DATE FLORIDA Ua.®44167 5 SHEET nm 6 . 16 OF 20 INSTALLATION. DETAILS ON EXISTING. WOOD BUILDINGS FOR (1) HV & HV+ I AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME ONLY WALL FINISH SHALL BE LIMITED TO 105-0 Rsf. .S D. DESIGN- PRESSURE RA,TI G SEE SHEET. 19 FOR MAX SPAN & DESIGN LOAD FOR IN5TALLATIgN WITH BLADE(1)& A WORKING IN UNISON 2-MIN. 1/4-0 TAPCON OR 47x6"(min.)EXISTING EDGE(IF APPLICABLE) TAPCON WITH ADVANCED WOOD BEAM REQUIRED. THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY- W/1 1/2'Mi..PENETRATION 1/4'0-20.3/4*S.S. OF EXISTING WOOD SCAM OF THREADED AREA TO S TRUSS HEAD TO BE CERTIFIED BY PHILLIP EXISTING WOOD EXISTING WOOD HEADER MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES R ..V. EDUIE ON SHEET 15) W1 Oo (SEE SCH '/4--20 NUTS ARCHITECT PRIOR TO ED D.C.REQUt24* -E a I2"D.C. SHUTTER INSTALLATION. RED 4"" 4;OONTAP'ON OR �EXISTING SOFFIT OR C 3/4�*Max.THK. ]A =ADVANCED 2571 THREADF0fM TECHNOLOGY PENETRATION ED 0 �l*x4`xl/ff*CONT.ALUM.TUBE M... W/ 1 1/2 Min.PENErP '11,3/4 Q mi�i OF THREADED AREA TO B.M.S. (6063-T6 ALLOY)W/ .0'LAC SCREWS To (SEE SCHEDULE ON SHEET 15) f0POONAL EXISTING WOOD HEADER. F7 D1 or @-1 @ EACH RAPIER OR TRUSS� j or @ or @ I LOCATE LAC SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER,(2:'Min.NOMINAL EXISTING MIN 2*X4' OPEN HOLE AT EACH WIDTH)W/2"Min. ING--I .SEPARATION TO GLASS /STUD TO ACCEPT PENETRATION OF THREADED S MIN EXSTING I SCREW AREA.VALID FOR (SEE SCHEDULE ON SHEET IT)— GLASS-1 5 C F TUBE, MAX. WITH 722f MAX.A.S.D.DESIGN LO AND MIN.sErnwrN g'-O'MAX. SPAN,THIS OS AT INSTALLATION IS ONLY VALID EXISTING HY WALL HEADER INSTALLATIONGLASS—I FOR WOOD W/IAN.SPECIFIC ti FOR SAMMAW OR GRAVITY OF M50 AS DOUGLAS ON SHEET 9 ON SIEET 19 FOR ♦ FIN OR SOUTHERN PINE Na.2. EtAceS NAacsODIA(D MSOE'SHEET 4 FOR TMCAL SHUTTER ASSEMBLY 118 BLIM —TOR OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINED CEILING INSTALLAITION IN ANY WAY TO BUT ANY INSTALLATION. I fiv' CE16NG INSTA TION Ta MAW CSEE OR SEPARATION IN.SEPARATION TO GLASS (S S TO CLASS N. SI:etD111.E'aN 9m (SM0 E SCHEDULE ON SHEET 11 T— EXISTING EE"C'HEDULE DUSTING BADESO)&9 ON SHEET 1) CLASS-J ALTER ANCHOR i I EXISTING + LOCATION 318 WN. HEX 2'.6-M1W Wool) WALL— GLAS #100/4, /4* Q�)+ 7 3/3 W WASHER FAD TEX DECK REQUIRED SCREWS 0 12'o.c (No FINISH OR 2*.6'MIN.WOOD ALLOWED) DECK REQUIRED(NO FINISH ALLOWED Max.M�4 7 R, 2" OF EDGE OF DECK 0- EDGE OF 0 DECK IF _ IF APPLICABLE o IF APPLICABLE APPUCA13LE 1/4'0-2Ox3/4-'S.S. ,q, EA 1/4 V, S TRU S I 'a TAPCON OR C _YHILUP TRUSS HEAD N 1/4-0 TAPCON OR TAPCON WITH CED TAPCON WITH ADVANCED Min MACHINE SCREWS 2-4,"CONT. THREADFORM TECHNOLOGY W/1(4--20 NUTS THREADFORM TECHNOLOGY W�/l SILL PLATE 1/4-o TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN, PENETRATION OF THREADED REQ:D W 0 12 D.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE 0(1 1/2'Mtn.PENETRATION THREADED AREA TO AREA To EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) USE FOR (�)HV WALK—OVER INSTALLATION ♦SEE UM ATIONS OF HV 'WALL SILL.-IMMLLAIll HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ............. A.r/j'/' 0 2015 EASTERN METAL SUPPLY.INC. .........j.. BERTHA HVT. Accordion Shutter System !L , RV IECOixA.S.S.Am .BLADE#1 W1 OR W10 KV. WNDOW BLAX American Shutter Systems 1W.Nc IDESCRIPTIoN DATE `N_ Ni 'a... nLLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15.20ABZ•g�—4/15/15 T F 630 N.W.36th.St..St.305.MRCANLA GARDW,FLOADA 1­6 46� ph.. -1530.Fax;(305)871-1531 4265 Westroods Drive z (305)871 — DRAWING No .... .... c-1:tiltecoa-Learn west Poinn Beach, FL 33407 a 1 6 17 OF 20 ER-DO06719 4 15-085 'ONXL`E�'oO WALTER A.TILUT J' P.E. 3 P.E. S��&A%"RE/DATE FLORIDA Uc.#4�67 SHEET END INSTALLATIONS HV BLADE OR 11 A WINDOW BLADE INTO 2"x4" MIN WOOD STUDS z^:*WN.www SrUOS WE'D. 2-,4'YW.WOOD mm RECD. xTsgO sruos r/rs TAM,ro,RN. 'ON �WDw subs. (As APPLN'Aotc) \ / ANatDR o s`D.c. \\ // (As AIr3CASLE) F\ t( W 1 t/S" Nip .. ^ / \ ! A1. \ / 51W5 CR W/YN. 1 \ / FlNLSl1 Mw 1/2`JP2EREm" :.. DDSTNG GLASS F' %.&WOOD T. ,+ CaSnHB CLASS j//-MG CLASS '1 / a UISRNG CLASS \\ S"",EAS". y .. / / \ • � t 1 I t/2'RAI.off 1QL SDPARAiq! PL 4 uTt sT•Wavm 1n•Wx.CDX .:? o LLT GLASS('.TL .r'''tAu.- r.�hyE...., PL&WDDD. ',k.�^^;.n. m¢As(gE FiYwow.�x saoxlte m sffr 1/1s1a' :•. tt rat aAu mNa «1'^ :da som.E m s¢r - 11 F3 BLADE(� {6OBJ-T8)CONT. FlFR.4i 1n•taeL DDx m sex ss rTn 1 e FTJft aAEE DNm fz. m sEET 14 ros_- BN aA�ssma p AI CLOSER 1 PUWooD. w s UCL p wAI utu(pe O a es a p 1 2"YIN. (''UTE.tLOGIE /2' '`T'I ! 4110 AT pTtfOi f a<i) •S 1•aR Y W.Y. .---..,.•- - llOTln'S.G.S. _.. ��k)�'A'-2• t Ota O.C. lTO+i/2"SYS iwB3-Ta rua(},.r wuarirr 4 (0 pon/r s.us.ro{�a (2)t/1'.Ri*DL&R u1DilOts Tq t'tlG E AY ♦ O 4 SEE DETNL x F ♦ r�RtuRN lnE qF{) t OR 1 QR SIDE COtNECIION 1 OR / SEE CETNL X FORt oR@' TN m RAC 5 SEL DEt X FOR ENNECTOR SmECONNE - -(}p.a ( -+�- TRACKS �D•®-�i•Q�-©• • £�-XT-02", �-t-Q (67 t�•Oi T-02 Q 0:07 3 4 ,.�_ o o ©-n o a�- �•�-e�coo a�- o�-�•€�-�•c� (D-0-0.0-0.0 END CONNECTIQN DETAIL{9) END CONNECTION DETAIL END CONNECTION DETAIL(2) END CONNECTION DETAIL{8� • REgLARm 4Nx EDR SPNM GRFATOT IIYN DOTING �CtA'S 214"YW. 1/4'e aPGIYt ANCItORS t/4y TM INV'S.Y.S. �--( SILOS gEOb x/t 1IY INL WI i tt2•YW. .16 dC• MN SER'WDKM FJUS)INC 6LAss-� PEWERUTrox o 1x"O.C. PENEWTION•12•D.c m pASs l ♦ SEE LIMQATICNS OF USE FOR ---t7-- •,..— 1Iz•Wµ ,ntmuLE oN sEEr 4 4 BLASE(tA�aN SHEEt 19 Tt FCR 12AEE McLASSM m 9kET 19 RDRO WEDDLE BN 11 rm SAD[ . --�--- -- _ CIN SIM 19 NOR 6 1%i�.:/�R�ytlt aVa"®a ��. 1 2`Y - 4 - �'.J•M�J OR V DR� - -J '4W • 5 X.- 3 (D. ♦ /'� l3- �a - -0•�-�•�- OR qR1 OR 1. VIEW Y 6Q.(�T�+a I •�ys WNL fiM9t 214 YN.01 INISH fa s� PLAN •:.Y•'tY••®•lY-©•®- SftIOS REO'D. fTaSN 'vi-YJ•�Q•®- p•®.®.0.®.® �'0-®'0-�'® DETAIL X END CONNECTION DETAIL © END CONNECTION-DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ttP1L r UU 0 2615 EASTERN METAL SUPPLY,INC. JtJi•. A:.?� ;T�, BERTHA HVTM �cEN '- /—'-- A ` A Accordion Shutter System $ i L E C a !!!G. ■ ■ ■ m RV.B-40E#1 W/OR W/O FIV. WNX?N BA[iE x/ ATE w: TILLIT TESTING & ENGINEERING COMPANY American Shutter Inc.Sfelt)3 Ev.R DEsc1-19 o13/ DRAwn sr: 111 * Association, n 1 OLD v-19z +/taJtS wTE: 4/)3/t5 6a56 N.W.36 h.SL,St,.a06,VIRGINIA GARDENS,FLORIDA1-IM 3316 ' STATE OF 4268 Westraaets 1t$rive z ' U•• F P)qDo:{aos}an-Last.FD,:taas}a2t-T53i DRAWING No r C LegGaoot.gqm West Palm Beach, FL 33407 J 15-085 EB-0006719 4 tY G\ WALTER A SiLUC Jr.P.E 5 SHEET P. . /DATE FLORIDA U.U @ 44167 6 t8 OF 20 -7 A Ja �a O-tel"L:l"•©°"® n FciEVNBL E ACCORD ONAND CONDITIONS mo�4 WO USE FFO W BERTH-. (T 1> I U p UNISON WRH HV WINDOW 8l�DE,� Y I.MAX A.S.D.DESIGN PRESSURE RATING:+110•- 110 ps.f. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUMINGS:A D.C&H 011 SHEETS 6,7;AS WELL.AS MDUNTWGS M.0.T.U&W ON SHEETS 16& 17. z 2 ONLY CENTERMATES 21 (BOTH W/ 4 OR 2 ARE ALLOWED WITH 1 O ®m 4 C5 LAYIXJTR,A(yss�)MED UN A ST SYM ORY A IO ACCESS SDE OF CIF OPP�NG cENTERMATE. TYP.EA.END • • 5.(A)HV WINDOW BLADE1@ SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 0'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SNEEr 4. MAX.5®OWS ALLOWED (B)MIN.CLEARANCE FR D TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� A7 HV • OF ANY 3'0 HOLE FOR .BE 12'. WINDOW BLADE® � • S (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ♦ WINDOW BLADE i (D)HV WINDOW BLADE iQ MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S W10TH. • ' A • • ♦ '� (E)CEj!(ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FN BLADELIJAT QTHER SIDE OF THEM. SEE END \, A CONNECTION _ ♦ (F)PoLYGRBONATE HV WINDOW®SHNL BE INSTALLED SO TEK TABS FACE ♦ ♦ 4 g THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW"MUST BE 10&L 18 N SHE �yL ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, FULL IEIGffr. 14M INC. ( 1 $5O 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME P ryp 4 �: BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 3 1 &2 ABOVE). VTOP ^ 7.SEE ANGIOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY WL SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: OR REQUIREMENTS) D H 4 BOTTOM o> V ) w®�Tcl WIND ZONE MINIMUM SEPARATION TO CIA55 NLIMITEO WIO ��l ,�JJ 1 THRU 3 1' ELEVATION MN SEPARATION TO GLASS EXISTING GLASS SFE SCHEDULE ON SHEET 11 FOR BAD^E tD 4 6.25' --_.____________ �_--_______Y._ -- ALA ON THS SHEET FOR RADESQ& A 5 1 /1 \ TYP. 1 \ 4 ® TY'P. SYM CAL�CE 11ATEs 21 ® / 5 \ W/2 OR 5 AND -- _ (unaa as W/O (SEE NOTE 4 ABOVE) i T PLAN TYPICAL'n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 116 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'olSER A. T/� ��, C�`1 2015 EASTERN IAETAL SUPPLY, INC. .. . /T',, cF A■S■S■A■ BERTHA HVT1A IMc O �N�. Accordion Shutter System / Hv MADE w/at w/o flv. NINDDVJ BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV, DESCRIPTION DATE DRAWN BY: M.L. STATE DF = 6355 N.W.3M.SL.St,.MS.Mit0tNIA DARW]I5,nORmA.Inc Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 r —�� Phone:(305)871-1530.Fat:(305)871-1531 4268 Westroads Drive 2 ♦♦� QRI� * -m t ttnewOaol.wm DRAWING No O/•• F� p ,:��``�. a West Palm Beach, FL 33407 3 15-085 71 E WALTER A TILUT P.E. a P.E. 3GA �l11� DATE FLORIDA I;e.N 44 aa167 5 SHEET E 19 OF 20 6,x 1 1/2 t�' INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES Min ASTM A M=40 -in. V Mi..G-60 GALV.STEEL tXV METAL STUDS AT I6-D.C. 43b INTO METAL STUD WALLS 40 4@1 �0 6-D.C-. i)o myoP d 1/2 NOMINAL .475 114 W ET 3 1 GENERAL LIMIT QNS AND CONCIFTIONS OF USE ALUMINUM SLEEVE (1 1/4.0.035 i 4 Jo FOR BERTHA R1 W BLADE ACCORDION SHUTTER 6063-T5 ALLOY 3 THICK Mi.. Co STEEL TRACK CHANNEL,N'T4 ®6,D.C. 0 6'O.C. TEM INSTALLATION TO METAL STUD WALLS ._.O 0 ASTM A-653 GRADE 40 Mi�. - SEPARATION TO GLASS SCHEDULE 3000 t-_�-—__;'�' GALVANIZED FASTENED TO STUDS M... STU EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 114 r— W/(2)#6,1/2'TEX SCREWS 0 2. MAX. SHUTTER SPAN: W WIND ZONE MINIMUM M;-2 INTERIOR&EXTERIOR FACE ..As APPLICABLE T EXISTING GLASS MIN.SEPARATION ASTM E-1.996 SEPARATION TO GLASS 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS L A(SEE SCHEDULE) 3 ITE 21 24 ALLOWED 1 1 THRU 3 , I/r0-20X3' DOLT 4, ONLYgENTERMA V W1 HV LOCK ARE AMUST PENETRATE I 21 ARRANGED A S METRICAL LAYOUT. USE OF (2) 5 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4' EXISTING 0946 T1,373. 3/4'x 6 1/4"x 0.0356 THICK Mi,I FINISH INCLUDED AT )OR OR INTERIOR ACCESS SIDE OF CONT.GALV.STEEL TRACK CHANNEL,' -EXISTING APPLICABLE CENTERMATE. A-653 CRADE 40 Mi.. IZED FASTENED TO STUDS (2)AxI/2"TEK SCREWS ON 43s 430 T_ INTERIDR&EXTERIOR FACE 6 O.C. O 6"D.C. It 4 S BLADE SLACK DETAIL HVF IS ALSO VALID J/4-0-1 IN CENTERMATE 1/2- 12 @ APPLICATION IN PRODUCTS FAB-LOK HD 1 1/2,0_015*THICK 4 A-.�'r 40 6' O.C. ASTI RADE 44 Min.G-60 GALV.Sral. WALLCOMPONENTS METALMS HEADER/SILL STUDS AT 16-D.C. EXISTING FINISH AS APPLICABLE SCALE: 3/8"= I" VA Top h BOTTOM) -: 13/4k 6 1/4*x 0.035'THICK Min. EXISTING GLASS ONT.GAILV.STE21 TRACK CHANNEL. -z—————— 0 ASTM A-653 GRADE 4 Min.G-60 A SYMMETRYCAL MIN. S ON- INTERIOR EXTERIOR FACE C7 Jb 4,5c..- GLAS TO S 2' 1 CENTERMATES W/ SEE SCHEDULE)'t EXTERIOR ACCESS SIDE:: --------------------- ---------- IN 3 (15"Min.) IN 4 12 24 - --- --------------------- y 21 21 21 21 t 2)42 LOCATED AT — ------ ------------- HV HWW-AD R/SILL ENDS VIEW Y &12 3 1/4'(Typ.)—.6 1 -024 SIDE CONNECTION TO TRACK (Cont.) HVA /2'(Typ.) 7 —6 1/2'MAX.SLACK **_ BYR BLADE SLACK MALL-HY—F HVIC FLORIDA BUILDING COBE(Non High Velocity Hurricane Zone] ®2°15 EASTERN METAL suppLy.INC. V BERTHA HV_ TIM Accordion Shutter System A.S,S.A FLV.BLADE#1 W1 OR W/D FLV.WINDOW MADE 3k1American Snuffer System. REV.W DESCRIPTION DATE DRAWN BY: MoL TILLIT TESTING & ENGINEERING COMPANY f)pGM N.W.30th.SL,St,.305.VMINLA GARDENS,FLORIDA 3316C A3soclation, Inc. I OLD 11-192 4/13/15 DATE. 4/13/15 on. (305)871-1530.F-:(305)871-1531 4268 Westroads Drive 2 — DRAWING No .-R:tift...O.W.C.. West Palm Beach, FL 33407 3 EB- 15-085 WALTER A.TILLIT06719 J'.ADATE P.E. 4 FLORIDA LIc.IT„167 5 SHEET