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Home My WebLink AboutProduct Approval JOB NAME: �o r e v Mean Roof Height= -70' MUNICIPALITY: Accordion Type = v i / ADDRESS: [ C7 (' A T, Manufacture Type= l -SSS, A CONSTRUCTION&ZONECOND{ITION: l 39-1 OPENING NO. ` `� 3 CONSTRUCTION TYPE: Li• oy�+_ CcSJCr_ [�. �" saY r-tn. GC4efa OPENING SIZE cld2 X fo �i �`1 8�X 3 k L1' SQUARE FOOTAGE 343,�r I l A SLAT SPAN �5 3/ ZONE(4(interior),5(end)) Ll Li Pressure(psf) EDGE DISTANCE 3 ANCHOR SPACING �q Connection Type TOP TRACK lo, pt C), ® (off Connection Type ✓ J F✓ Q u Trout BOTTOM TRACK ace? TUBES/POSTS REMOVABLE BOTTOM ANGLE TOP TRACK t. yglf ANGLE BOT TRACK LEFT SIDE ANGLE RIGHT SIDE ANGLE !� l(1� F/ll� �•!� STARTER STRIP ANCHOR TYPE TOP ' X TAPCON BOT (� TOP CRETE-FLEX BOT TOP " SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT Florida Building Code Online Page 1 of 2 WilaeDerparQl eniq BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff SCIS site Map Links search Business; i -`- U Professional + � SER Pubi User°"a' Regulation Product Aoproval Menu>Product or Application Search>Application List>Application Detail rJ Ii ° 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI FIV 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 httns'//flnridahllildina nra/nr/nr ann dtl acnv9narani=ixr(tFVX()xxrtT)nxrVVI-TT-T7vTvv'-%IA Aix, 7/1 S/701 G Florida Building Code Online 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 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- (top 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.odf 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.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl 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 [BerthaOMBOHV Accordion Shutter Extruded aluminum interlocking blades retained by tracks -(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 84 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.15-084.1)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 hack Next Contact Us::1940 North Monroe Street.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: sccuriL%-.%U:TliIi y: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mw... 7/15/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)NAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE p C C CONTENTS + T t�� 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 SHUTTER WILL T ABLE OI CON I ENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.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(1) & Q� BY MULTIPLYING THEA BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 T, INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D $0214.01-03,130715.01-03,&1004.01-05,81214.01-05, 80317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: H' BLADE(1)AND HV WINDOW BLADE �1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE -HV WINDOW BLADE ®80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 D725.01-88 AS PER TPS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE 0 AND W WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS 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 814x2.75'AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 w YIELD STRENGTH AND 180 W,TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W 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 HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASIA A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIFS STAINLESS STEEL WITH 35 kst MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(!)&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 .B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEMBEARS A U.S. PATENT 86'779582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART 6Y U.S.PATENT 85.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE NA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAUL 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 W AND HD CEMTERMATS AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4: HV WINDOW BLADEl l/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 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.(D)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 LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIeIUIY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER 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 RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +�`P(ER A.jj % ©2015 EASTERN METAL SUPPLY, INC. �'• /r y BERTHA HVTM r L10EAt��_ •Y o '= _ L IEC=6 ��'� H Accordion Shutter System _ v.RADE#1 w/OR w/o RV. WINDOW BLADE = American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY TE Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 DP,.•'; � 6353 N.W.361 SL,Sla 2105.MGM GARDENS,FLORIDA 3316 PAone (305)871-1530.Fax:(305)671-1531 4268 Westroads Drive 2 DRAWING No �. is '••, ��` a .TI:6lleV.-I'c West Palm Beach, FL 33407 3 ED-0006719 15=085 ,ANAL ENS'��`� WALTER A TIUIT Jr.P.E. 4 P.E. SEALI�S� MYURE/DATE FLORIDA LIc.8 44167 5 SHEET 6 1 OF 20 3'F lop mNDaW MADE VARIES 1.491' ha67 N 1.918• ZyA p �6'Rv. 9 o Max. 1.200' 0.454' ! .385• •� J\ 4.6 4.999" r .375' ry 5 H 90' 180' STA 1OHV SOLID BLADE )OHV UNIVERSAL FLOATER m ' O COV D UNDER US PATENT # 5 179 HV BLD FOR USE W/ A QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT 60 BLADE 1A D � 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 .373f- -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1.500' .t 2a' 085" c 670' h$ 2.670• (�-) 6 1.000' 3.556' .994' .670' 2.226' c 072 N 842 a - ,a 0 4.897' p p �a2Ar o .815• 2.092" O7 HV ADJ. ADAPTER W/LIP 4.436' 12• 1.375' 0.072' �--- 0.072"' .920 3.226' QUALIFIED FOR USE'W/ HV I'S HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 3.750• 6063-T6 ALLOY AND TEMPER BLADE(11 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV - 6063-T6 ALLOY AT,TEMPER BLADE 10 ONLY. HV RAINGUA,x BLADE 1O 6,063-T6 ALLOY AND TEMPER QUALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER _ VARIES 1935,. BLADE R 1. 1.515" VARIES 1.936• 6063-T6 ALLOY ARD TEMPE Max. ax c 1.91,7' p .083" 083' 083' .083" m1L_ . .125' 100" .060' .060' .093' .093" 060• 670 060'o 21A 214 a'y 670 1.686" 0 670 3.520' - 5 0' 3. 6 11 HV CEILING HEADER 1®4 HV HEAD/ERISILL 13 HD CEILING HEADER/SILL 3 r. Q LIFTED FOR USE W/ HV BLADE 1 ONLY, QUALIFIEDo6aRT6SALL0Y AND BLADE ONLY QUALIFIED FOR USE W/ HV BLADE 1O 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A 8 T1 ]T2 X Y t2' 2' 0.125'1' 0.062' Q 2• 5'MAX. 1/8• 3' 3• 0.090•2" 5"MAX. 0.192' SIDE GLES CORNER POSTS ��iiivvv ALUMINUM ANGLES t9 2.5• 7'MAX. 0.190" 0.190 (0!UUAUF1ED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 0� QUALIFIED E 6 USE W/ HV BLADEQ13-T6 ALLOY N TEMPER BLADE 1 ONLY. ® 2" 5"MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .rfL..... '/' ©2015 EASTERN METAL SUPPLY, INC. •.......... BERTHA HVTM P.• GENS s A e Accordion Shutter System 1 L E C ® �N C. . . . . KV.BLADE#1 W/OR W/O FLV. VANDOW BLADE American Shutter SystemsMaL TILLIT TESTING do ENGINEERING COMPANY Inc. Ev N DEscpl-19 Dnre DRAWN BY: 3/ STATE OF :'�` 6355 N.W.36th.SL.Ste.305.vRGINN GARDENS.FLORIDA 3316 Association, Ct DID 11-192 {/iS/I$ DATE-. 4/13/1$ Phan :(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No F( 0 •' o-mall: ateao®aol.00m West Palm Beach, FL 33407 3 5-085 M-0006719 '�i� F5'-..-•••.••�\�� WALTER A.11LLrr Jr.P.E. 4 FLORIDA u�B 44167 5 SHEET P.E. Sri/k/GN1�YC�RE/DATE 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8"m HV HV 41 12'MIN. CE 625' TO BLADE TOP I 01 HV BLADE 1 40 3 I ! 1A 197s^ IXivaoR 9 3 FiV WINDOW 6lADE .0625' ws�x_x •0625 .0625" ® HV BLADE 1A Ili .1675' Y a BLADE'S 3® HV LONG RECESSED NYLON BUSHING oz Y !l i n KNUCKLE "m OPENM .0625 0.0625' 39 ' 1 r (TYP) 39 HV SHORT RECESSED NYLON BUSHING � II e ® HV NYLON HAT WASHER ® 1 Ci a o FULi PORTION R1.�� 3750' (DOR � �y� II II fits IaE ' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I " 49y' 40 i n I X //'12.8750' X 44 0.870"x3/16" THICK NYLON WHEEL. 3 I i ��— N n T; 2 7/B"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS CLEAR m3.o 3151 SEPARATION I 3.7500' BETWEEN .0625') .0625' ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * EXTERIOR Llj o OPENIIN05 N 5 J/4" SFCRON Y-Y 7$ ON C TIERS•++ 7�. ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 ��^�� 4!"�m CLEAR/ F"X•ISFFIDR nwanaN ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i i 6�sE" 3 TYPICAL HV WINDOW BLADE 1�A AND i I POLYCARBONATE HV WINDOW DETAIL ® I (j)OR ® I ® or ^ 39 N.r.s. 3 (SEE NOTE FOR ! FE ! ! (D OR ® i �cPOLYGARBONATE IMPACT RESISTANT FIV WINDOW t I ! I BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.CL V qCE RESINS, UV—STABILIZED GRADE OR SABIC * I I TO 8 M INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR HV HV 1nA I �Fa� I 01 OR ® i I (SEE NOTE 'F" ON SHEET 19). V (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR C1.0 1W0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVIQ OR w I :J A POLYCARBONATE SOURCES FORHV 1 BLADE. EXTERIOR Q TYPICAL SHUTTER ASSEMBLY TYPrALPROPERUM � (2) HV PIN ® MAY BE USED IN LIEU OF ©AND ONLY AT N.T.S. HV PIN 42 OEXT4 RIOR REF]RTCE BLADES KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 10.320 (�F (SEE NOTE a FOR SFECLDc wahrc ASM D792 O.Ou sA� o.o131n/d BLADE WHEN CORRESPONDING TO INSTALLATION ••11'•, SHEET 7. *I{E REQUIREMENTS) T9A YRD STRSI-N1 ASM 1-8 -Aw P^:. 9soo Pe:. !I FLEXURAL STREN AT YIELD ASTM D790 12,5w P tL 13,100 Psi (3) HV PIN ©OR Q3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 i I i FLEXURAL MODULUS ASN D790 340,Ow Psi. 315,000 Psl. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� e 'I i Dff16L I I I NO10Hm IZw 17 FT- ASM D256 18 Fr-A� m! SHEET ©0 I! ! i '-•^R .�.;-�^�: WHEEL CARRIAGE DETAILSuONM E DEN ISDM43 473 S 643 S MAX N.T.S. ASSEMBLY LAYOUT RATE OF a R-0 Awl D635 c-1 CLASS O-t YAS N.T.S. SELF Il11DOt1 AStY DIM MIS T 980'F ]'8A71ff81NLS 0.51L1.155 TENSILE SIRDN AFTER hFATHERDIG ASTM 638 9303 1— 864E psi. ClHV BLADE SOLID & HV WINDOW BLADE DETAILS TpL9ESR656EFDEWEA�IBNC AM 635 e46,wi. 666°°.'1 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A• '''' ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM -�� Accordion Shutter System 11L 4►® �Hc. ■ ■ ■ ■ H.V.RADE#1 W/OR W/O RV. WINDOW BADE American Shutter Systems EV.No DESCRIPTION DATE DRAWN BY: ML TILUT TESTING & ENGINEERING COMPANY *z AsSOClation, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 TATE OF 0055 N.W.J6 h.St.S e 3D5,MGM GNmENs FLORDA JJ76 4268 Westroods Drive 2 Phone (305)871-1530.F..:(305)871-1531 DRAWING No F .. ORION •`c� a-melt:Olt-000I.00nn West Palm Beach, FL 33407 3 I x_085 s;ONAL EN�',``A```` WALTER A.E13-0006719844167 5 SHEET P.E. SpHL'f�51;0fiURE/DATE 6 4 OF 20 ��'aa *NOTES ON HY LOCKS AND CENTERMATES" A D C D �E3' K N S T U �x�,',�I•�,� $' 'J3'"lH O1 -�°1® I.MANDATORY CONDITION j1: ONE HV LOCK 2�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 1 2 DF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSi TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CEADTJ2MATES W/(2) 1/4'0-20 x 1/2' LONG FAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON Om�4 TYPICAL SHUTTER ELEVATION. 2. i 6 ao i LOCKS OR AOR MAY IBEDUSED ASEAN INSIDE OR OUTSIDEOR BETTER FCLOCK.CONNECTION OF LOE OR FOR SECURITY CKS TO UCENTERMATES � VE OCATION OF LOCKS SRALL BE AS SHALL 8E AS INDICATNDICATED ON NOTE ED ONTYPICALSHUTTER ELEVATION, B-F VE v 3. OPTIONAL CONDITION 12 LID ONLY WHEN MANDATORY COMMON$1 OR LIMBED MANDATORY CONDITION o ,�y y x;'2, 2 IS UStD W/TWO H V LOGKS)• LOCKING RODS®ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4°RL% °RV:J°"~t.7/� °"�,y BE USED IF DESIRED TO l3VHANCE SHUTTER PERFORMANCE. LOCKNG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATOR!CONDITION i2: ONE HV LOCK(a @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ° e AND INSTALLATIONS AT ANY ELEVATION. FIV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTFRMATE W/(2) T/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 111FNDC-AVC AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1z o a oilN . 1 oq92 r� s OR Q2_ONE ALTERNATE HV LOCK MAY BE USED N LIEU OF HV LOCK or FOR ANY SPAN,AND F.,p$ INSTALLATIONS AT ANY ELEVATION. AL ERNATE LOCK f� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT —1�GD_ '�"3g OF iJ4'0-20x3(4"S.S_THUMBSCREW TO OR g CENTERMATES SHAt.l BE MADE WjiJ4'0-20x3(4"ALUM_ og; RNNUT AS SHOWN ON SECTION IiVE, SHEET 8. ONE LOCK S}ALL BE USED AT tj2 OF SHUTTER SPAN OR TWO / ry ��amg _� LOCKS AT if3 OF SHUTTERSPAN. ' ` ® 6. MANDATORY CONDITION 43 FOR KEYSTONE MOLINONG INSTALLATIONS, 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®or @ MAY BE USED AS AN INSIDE OR SEE END gat' OUTSIDE LOCK,ATTACHED TO or 0 SYMMETRICAL CENTERMATES WJ(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. CONTION NECM.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILS r E N I J K L p OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. ON D Y D R V W X SHEETS 10 h 18 TYP.FULL H "EIGHT. *NOTES ON HY "T" LOCKS AND CENTERMATES: OF CORNER 1. CENTERMATE gLJ,; ONE ALTERNATE HV T LOCK CIO MAY BEI ALLED IN LIEU OF FN LOCKS OR® FOR ANY SPAN AND 1 ce�m�* aRQ«�to.fltn I O'Ei N AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 10 5 OF LOCK 6 INCLUDES USING REINFORCING LOCKER V.AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES�ANEA D @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR Wf 1/4'0-20xT'S.S.M.S. INTO A 1/4'0x 5/8'RiVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' @ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON ISD LOCKS & CENTE11AAiTES: 1.HD—LOCK s�—W/HD CQRERYATFS�) OR CE�W/3a• ONE ALTERNATE HD LOCK3�, MAYBE USED IN LIEU OF TYPICAL I HV BLADE SHUTTER ELEVATION HV LOCKS OR V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO I@ IS W/3#8 K3/8-F.H. S.S.M.S.,AND INCLUDES FowoRCEMENC:- r INSERT(g AS SHOWN ON SECTIONS HDB-HVB AND HDVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @5 IS COMPLETELY OPDONAL FLORIDA BUILDING CODE(Mon High Velocity Hurricone Zane, , 0 2015 EASTERN METAL SUPPLY, INC. ELvSF�'•'�,,: .,_.� BERTHA HVTM L_ I �� M�� Accordion Shutter System y,. H V.BADE#1 W/OR W/O H.V. WINDON BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y aEs11-1 N OATc DRAWN e4 M STATE OF cc a ` b$6 N.W.3618 SL.Ste.JOS.MG—GARDENS.FLORM 33161Association, Inc. , OLD 11-192 4/13/35 Date 4/13// 15 Ph—:(305)671-1530.FDx:(305)371-7531 4268 Westroads Drive 2 DRAWING No �N'S�; e-metEl3 ilte ®a of—m West Palm Beach, FL 33407 3 '�i,SJ(1NALtiNa.�`' WALTER A TILUT Jr.RE 4 15—U85 P.E. SEACf�iGNAMRE/DATE FLORmA uo.g aatsT 6 SHEET 6 5 OF 20 ONCRErE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE (SEE SCHEDULE ON REQUIRED 1/4'0-20x3/4"S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED WA (SEE 5CHEDULE ON W/1/4"-20 CONCRETE ANCHORS 17 1 8 R SA EYSIONE(SEE MOUNRNO©ON SHEET 7) SHEET 13) �, Ellj IS a 12'O.C. (SEE SCHEDULE ON SHEET 13) OR 14 Min. 1/4"0-20x3/4"S.S. _-- in EO EQ MACHINE SCREWS 19 EO USING t/4'-20 NUTS 1/ - - 9 12"O.C. E. D.* /2 .250'Max. __ _ �--I —13 OR 1$ .250" s .250'Max. Max. ii I I E.D OPTIONAL I I " � I PTIONAL I roR)SEPNNMN , ' (SEE SOCENAE O 1 _ I-11 H 0" T I 1 DR ®♦ ' p(ISTING MIN.SEPARATION TO GLASS aN 9¢T 19 Tai t 1 i I I I I 1 GLA55�(SEE SCHEDULE ON SHEET 11) EXISTING 1 I MIN.SEPARATION TO GLASS GLAS I'`-(SEE SCHEDULE ON SHEET 11) EXISTING I I I I GLA55 ©HV WALL HEADER INSTALLATION OA HV WALL HE.----ADE STALLA 10 © HV WALL HEADER INSTALLATION + KEYSTONE ' MIN.SEPARATION TO GLASS EXISTING I I 1 ♦ �/'�' EXIS TING (SEE SCHEDULE ON SHEEP 11) 1aN�r1Rx^0N I 1 OR i MIN.SEPARATION TO GLASS 'I I v GLASS� 1S MU E O mum 1 I i(SEE SCHEDULE ON SHEET 11)— I ON 9fII 19 fa{ ((rµlyy� rHhl 1 1 11 turas Oe® tR EXISRNc - -oPTiONAL Gam— ' D. 'tl IIIi i i i 1/4'Max. OPTIONAL 13 oR 15 Zz I-D.* II tI i ii ii /2. - -- 19 D. _ - EQ EO 13 OR Q -- 1. ----- 12 OR 14 -__ 1/4.0-20x3/4"S.S. Min. PHILLIPS TRUSS HEAD 1/4.0-20x3/4'SS. PHILLIPS EQ E CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 17 R 1 MACHINE SCREWS USING (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. ONCRLTE ANCHORS 1' 1/4'-20 NUTS a 12'O.C. POURED CONCRETE SHEET 13) (SEE SCHEDULE ON SHEET 1 M'^• OR CONCRETE BLOCK POURED CONCREr REQUIRED OR CONCRETE OL CK NCRETE ANCHORS WALL REQUIREDOp HV WALL SILL INSTALLATION (SEE SCHEOULE ON OHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLACK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR Q01111II024 Is INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER k E.D.=EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR HV B LA D E ASSEMBLY (SEE SPECIFlCATIONS ON SHEEP 13) GLADE I�ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i11I11TTTr FLORIDA BUILDING CODE(Hon High Velocity Hurricane one /4C' � O 2015 E/STERN METAL SUPPLY, INC. BERTHA HVTM 5 /,w �,L E C O 1NIc. AwS,S, N KV``DEE#1 wloORRlW/10 KV. WIiTNDoivSystem -* � �`l/Y •* American Shutter Systems Ey,N 06C18Pf10N DnTE DRAWN BY: M.L. STATEOF ;'�` TIL IT TESTING & ENGINEERING COMPANY Association. IIIc. 1 OLD 11-192 4/13/15 DATE. 4/t3/15 9'•, ; 2 &155 N.W.36th.SL.Ste.Jas•VIRGaLA GARDENS,TLORGA 3316 4268 Westroods Drive z DRAWING No Ph—:(305)871-1530.Fax:(305)871-1531 ............''G� `� a-mail:tilt aaauaoi.°°" West Palm Beach, FL 33407 3 5-085 ONALiE L��``` WALTER A.TILNia,.P.E. s SHEET P.E. SEAL�S�r�NATURE/DATE FLORIDAUe. 44167 6 OF 20 6 POURED _CONCRETE ANCHORS i ' 'E;En m + 1 IOR i , MwiO CONCRETE (SEE SCHEDULE ON SHEET 13) , TO WGS(SFE ® EXISTING , �(�scNLASS ON- ' N tTq y REQUIRED EDGE 9 '--�7EtXADE mRNA i GLASS--AI �, I '� SNELT it) (I1 3 SLAB IF I w 9HFT t8 fIIt I I TO "' i (I{ D. APPLICABLE EXISTING tn'IOLsmh© i a' �(sl>=samu� OF PLTFRNA I i I i i i I I Iii EXISTING///, E I ANCHOR I , , I GLASS/ UMS- ' I i I✓ LOCATION I II I #1 11 HEX WASHER HEAD i I I EDGE OF 1 1 OR 7 5 aR 1 S 3/e MIN. TEX SCREWS O 12 O.C. , SLAB IF 3/8 Mw. CONCRETE ANCHORS 8 APPLICABLE II ©+ 7n--'�� (SEE SCHEDULE ON SHEET 13) E E l i 11 v I EDGE OF EXISTING ' SLAB IF p GLASS- I i1 3IA8.TOFF I I �1�2 't1 1 EDGE OF APPLICABLE I uN.sP�aimw kij-{I APPUCABLE .0. 0. APPLICABLE POURED TO ans(SBE ' I POURED D. CONCRETE ((SEE SCHEDULE CON CONCRETE 14) CONCRErE REQUIRED ® POURED REQUIRED FIAT HEAD CONCRETE ANCHORS ON sirEr t9 FOR 1 OR ® CONCRETE _� REQUIRED 0. E D.* (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t (J)HV WALK—OVER INSTALLATION SCHEDULE PRESSURE/f RATIET NG &FOR SPANS PER © HV CEILING INSTALLATIO IXI5RG�N5� (SEX4 nw CONCRETE ANCHORS I--(yg spm wu.sFPARamn O (SEE SCHEDULE ON 1/4'O RW Bu6DEx TV".W/ ON st+¢i 10 I Q SHEET 15) AINNiLE➢THRFADFORM ' on 9HET tf) ? L 'I EXISHNG TECHNOLOGY OR 1/4'0 POWERS I 1/4' EXISTING t EXISTING J1 vK sFnAPAnw to Gess GLASS—, FASTUORS TAPPER+ANCHRS W/ MAX. GU55—I 'f I ^ GLASS i(5¢SnrtnVIE aN sHEEf,q `J ' YN.z�31tuN(xl 1D 7 J/4'IATi EMBOk1EM 9 6' I (s¢solFDutE ON It) H t 0.G FDR uP TO 6'-0'SPAN AND 4.O.C.FOR SPANS LARGER THAN ' I�, 6'-0'UP TE7 -O NAIL APPLY 1.1 I.I �bu(. I i 1 (T p ( TIOIE 11 wslEEf11 1/2' Dx3/4'HIX E. * FaR DM MNS 3/8' MAX. o aR 15 i I e ,f WASHER HEAD mur.SEMANT--i` TEK SCREWS iii '� .. O 12'O.C. 8 I is 14x3/4' HEX HEAD 1 1 1 8' t/4'P-201,3/4-SS MS i .'f�:: :..'': Tf7C SCR 0 9'O.C. I - --- i14xS/4"S.D.S. _ ,, ;, 1 a' - /'- I I I U/NG 1 4 0 20 NUTS CONCRETE ANCHORS _ _ 6 7 3/ �' 0 12'O.0 OR 1/4'0-20 S.S. M.S. n 1 +O O 9'O. C. -- - Mai. ` = �"' f} W/NIR'O 9'O.C. I SHEET 14(SEE S �ULE ON 1 t+• ) I DOSDNC NON STRUCTURAL 17 OR 18 '•. .00' WNL TRIM(DECORATIVE -- O 1/2' 1' ,7 R,S SILL) , , EDGE OF ''.1::•. E:D. r' a14x3/4'F.H.S.D.S. i .M,IN,'.' �,% POURED CONCRETE ,' i STAR IFREOUOtm APPLICABLE CONCRETE ANCH9 OR SEE NOTE 13(b) SEENOTE 13(b) -� .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 1 D. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED ®KEYSTONE MOUNTING INSTALLATION 0 ONAL POURED O HV WALL FLOOR INSTALLATIONMA%MUM ASO.DESIGN PRFSRIRE:164.-72 T++f CONCRETE © HV WALL WALK—OVER INSTALLATION MAXIMUM SHLIFER SPAN D'-0- REOUIRED QJ HV INGUARD INS L T t N07 NTALLATION SHALL BE N * t REMSOVASBLE WHEN PERFORMEDE.D. E DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS Of USE FOR 1-SEE SH 4 FDR TYPICAL SHUTTER (S ECIFlCATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ CU HV BLADE ASS SEE M AMo NT WAY TOSSUH S CAJ NSTALLATION.INED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C/T''*� ©2015 EASTERN METAL SUPPLY, INC. EN Nln _ '7LT 7E 7C07, A■S■S■A■ Kv.AEcord�oRnw/SohK ttv�rr�wsiMADE ym American Shutter Systems IEV.NJ DFscRiPTION DATE DRAWN BY: ML -a'• 7 TIAT✓E/OF .: ` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 oLD 11-192 4/13/15 DATE x/13/15 6345 N.W.36N.St.Ste.305,NRGWN GARDENS.FLORIDA M16 4268 Westroads Drive 2 �,. Oit •.\ Phone:(305)871-1530.Fax:(31)5)871-1531 DRAWING No -I:Bltecoo--sero West Palm Beach, FL 33407 3 15-085 'i��SPS •... • 'C,G�� EB-0006719 4 '%,,,S�)ONA1 Ej1t1� WALTER A. TIL Jr.P.E. SHEEP P.E. S�ALf51v"NAtil1RE/DAIS FLORIDA u° 9 4x167 6 E OF 20 SEE END WALL CON ECTIONAI 8 SEE NOTES ON LOCKING RODS D.HV LOCKS(D or� OUT 90' I N EXISTING GLASS INSTALLATIONS W/ 1 HV **""ALTERNATE HV LOCK®011 SHELT'- BLADE SLACK DETAIAPPLICATION WITH H OL FOR L CENTERMATES APPLICATION WRH BLADE 1 1@-a-@-0-8 "10*9D° OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 1 R --------------------- — � 2"x2"xl/6'x0'-2" I 3 1/4" 7" 61/2• 7- (6063 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/z" m©+ ANCHORS TO CONCRETE I- CENTERMATES (TOP/BOTTOM)& 'I0x3/4•S.M.S.11 12- CENTERMATES MIN.SEPARATION (4)#10x1/2"S.M.S.TO TUOE i D.C.FULL LENCHr. _W_/ HV LOCK 4 or 1251 W/ HV LOCK Eo TO clAss AT EACH ANGLE(TYP) 3 * Z (SEE SCHEDULE J ON SHEET 11) 5 � ® °° * 35* IN go 5 T 1/ i• 1/2. O O ` _0 z• L (D HVB OUT HVC 10+1508©'®0a 1©+©°ft HVA ©DR®° 10+©0P EXISTING GLASS CONCREf 13LCOC WAOR LL REOU m EXISfINc s'®°aQ'®�'®'0°' SYMMETRICAL * I N °" MIN.sEPARAT1oN ss v+0+©�v+�+ 8 + 8�a 19• 3 as 19+ s �EXISTIN CENTERMATES 6 ro cuss IE—GU O O O �—J GLASS 1 * ©'O © O O (SEE SCHEDULE 'S W/ HV LOCK OPTIONALON SHEET 11) 13 (INTERIOR) ®+®�Q' 0a 1$+0 MIN.SEPARATION TO GLASS (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) _—_—_—_ _------ —_—_—_—___ L — — x OUT _ 1 �ANCONCREfE CHORS® , — 1 16.D.C. 1 3VARIES 3 Z m ® 0 U T 6 1/2-MAX. SLACK * (EXTERIOR) HVE HVF** ' OUT HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,11,111111111ii111/!YF m 2015 EASTERN METAL SUPPLY, INC. ��ER A.r!.ciTBERTHA HVTM :� ? EN Accordion Shutter System T L E C ® INC. ■ ■ ■ ■ Itv. BLADE#1 w/OR w/o RV.vnNDaW MADE - TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESGRFBO" DATE DRAWN BY: ALL 6355 H.W.36th.SL.Ste.345.WRDMN GARDENS,TLORM 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/16 o'• STATE OF = 4268 Westroads Drive 2 jy-•, �'- Phone (305)671-1530.Fax:(305)971-1531 DRAWING No De' FCORIDP =��` o-mauRa�eDaw<om West Palm Beach, FL 33407 3 15-085 .'\ 0006719 4 'iA��'''"••• �� \ WALTER A'DLUT Jr.P.E FLORIDA UG p 44167 5 SHEET P.E. S�/il,�, iCh�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W V "T" LOCK & HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W i HV BLADE SEE END CONNECTION DETAt S ON SHEM 10 & 18 INSTALLATION 01 HV BLADE OUT IN "}�/'onsnnc cuss euDEOSLACK DErAN.WF.NDRATED ON SKV a. ! / W,/ HD CENTERMATES��i�t A^� AS'FCL AS UNNFRSAL.FLOATING DUDEQ DETAIL HDD-HVD. 0"`�"'6Q'Q7 mob,. •�� INDICATED DN TIES SHEET.MAY BE'.ED W"nus ALTER END iVA CONNE ON �10•�'�+©•�3aaQ.�a INST(JIATION DETAIL ING SHOWN IN TIJM SHEET. DE�TAItS ON SHEETS 10 Co.-T6 MLQOµUN. ANGLE 4rrzy To sCRVE I aro' ml�+® 35* 35 .tNC11�I / ouj� I I--------------------•.----•--•---------•--- (oPLrowv.) 4* (Cpn0NW (a}jtann'sMs.,O TilBE . jtfh3/4-SN.S.012- Ar Earl ANac(m) as NRL LFT1GNf. /V I N (4)H.v. 1 N — (4)N.V. 3 wN.sF.RA,ron •�.+ 3O HV .,T„ PINS{TM.) Nro NS(TTP,) sa (`-T�x3corxe 5 3 LOCK (INSIDE) i s a T 3i. w sRLcr sy ,Cry sro• 5 1 28 29 t t 1 6 are• 5 35 OUT 31 oR 32 3g 31 De 32 31 aR 3 37 oR©Y 35 SEE NOTE 6 FOR HV LOCK®, 2 W% 7/8"20 x 3/ 32 W NG UT.4 (anwwv.)HDB—HVB OUT (aPRONac) HDC—MVC 7 COCx.ON SHEET 5. * ©0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES SYMMETRICAL HO CENTERMA[ES + W/ s LOCK (EXIOR TERW/Q1 LOCK (INTERIOR) 1 SERIES 94 ALUNNVM HVC7* (202a-T3 AUDI)LARGE RN+GE INN r�•� (Do S�+a iO•�� SHEEP NFACTUR PART A 0820, •�°^�+�©+�ai AS MANUFACTURER TARSI ED R.A`EW CR TEXTOEY 07054 O,PARS4'PFNY,NEW JERSEY ossa OR Eatyu. 6 7 6 7 + -- ----------- ----------- 5 •��+��®+�C°©♦® 3 sEE NORs oN AOHO G R66S(�t xa® ori oN sxEEr a R2N11NG M'MODETM x0D-.LR� 1 V"MR aL cFxlQdAlE_s AN'UCwnONs R(R1 MAk @ HDD—HVD** FLOATIRSTACK LTD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦``�``\,��R A.T14 2015 EASTERN METAL StyFPLy.INC. ENg�_`'�=� BERTHA HVTM C -- . I—--:--L-_ I L E ®? `INC.. Acc ordion Shutter System KV. RAM t w/OR w/a RV.WINDOW BLADE American Shutter Systems .N DESCRIFDON DACE DRAWN ST. ML STATE TLUT TESTING & ENGINEERING COMPANY+p•. �F .-:-:)z,� 635$N.W.UM.SC.Sta JOS•VITONIA GARDENS.FLORA 3316 Association InC. 1 ALD 11-192 4JiJ/t$ MTB 4/13/1$ ,--Fj jyA--�w��- Phone:(385)671-1530.Fox:(305)&71-1531 4268 Westroods Drive 2 DRAWING No o-ma6:Ult6000oolsom West Palm Beach, FL 33407 3EO- 15-085 IS�f /VIy WALTER AOD06719 rJ P.E, 4 P.E. SAU �IsTURE/DATE FLORIDA D6. 1 44167 s SHEEP 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURID CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE BL CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS ///��EXISTING GLASS — —-� EXISTING GLASS CRETE 6'Ho IXISnNG GLASS rL ® 16'0rMIN.SEP)MMO 1I —2'MIN. TO G SS(SEE1hIIN.SFPAR4T70N SCHEDULE ON SHEEP MIN.'SEPARATIONprl IAN.SEPARATION EO ' EQ TO GLASS(SEE 11 FOR BLADE RAND SaaEDIAE ONTO CLASS(SFffETTO GIA55(SEE ON SNEE, SCHEDULE ON SHEET 1/16'x3'MAX. ON SHELT 19 FOR 11 FOR RIME�PNO11 FOR BADE 1Q ANO (6063-T6)CONT. GIMES Q& / \ BM6 &Q BADES (LOCATE AT BLADES 19 FOR ALUM. CLOSER EITHER SIDE 10&QA PLATE. (LOCATE 1/2' 5 AT EITHER SIDE MIN MIN. - OF& / I 4•USE 1"OR 2"MAX. #10x1/2's.M.5.___/ I ------ (AS APPucaBLE)xz'x1/e'xo•JKIZ #10x1/2"S.M.S. ® T6"O.C. ----- ALUMINUM CUP ANGLE ® 16'O.C. 4 (6063-T6 ALLOY)AT MIDHEI (I) #10x+/2'S.M.S.Top 4 \ (2)1/4'0 TAPCONS ANCHORSSEE DETAIL X FO ® WALL AT + 'O.C. (LOCATE AT SIDE CONNECTION1 OR EITHER SIDE OF®)SEE DETAIL X FOR 1 OR ®� TO TRACKS SEE DETAL% FOSIDE CONNECTION ®^+©'70°A®" 0• 3 «®«6• 7«B 10 TOTRAC © 6•7=" ECTION 8« 0•©' 10�®^�©•� •®« SIDE TO NTRACK •0-10-0-0-0- KS ®p ®`®«O 4O«perO O«® ©«'®`O«� END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 20 d•REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 - ————� EXISTING GLASS CONCRETE BLOCK WALL— GLASS 4 REQUIRED MINS SFARATICN #1 1/2'S.M. _________ TO GLASS(SEE 0 16' .C. MIN.SEPPRATION _______ SCHEDULE ON_ 6 OR®OROOR 1 BIADE0 CONC ETE 1/2"MIN. SCHEDULE ON(g[�T =SEE ___ ON SHEET 19 FOR ANCHOR W 11 FOR BADEON SHEET 1 9 m1 AND 4 ______ _______ OR OR 1 OR 1 CONCRETE BMF.a�&(A] 12'O.C. 1 5 �O&® -----_ OR(g ANCHOR Q ® Ifi' O.C. 1/2'MIN. 4 ` - — _ 1/2- _ _—_ 6 OR®ORoOR -- EO 2"MIN. 2"MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y BLADE(9 ON SHEEP 19 QOR130R(9OR@OR� 5 1 OR & PLAN DETAIL X O O O O ©«®«O O«O LD ®« POURED CONCRETE OR ®«6.7«B«,D•®« END INSTALLATION CONCRET CK WALL 10W®«©'�_Q•®« 10•®«©•�«I©•®« (REUI D ©•O•©«©•p,®« WHV BLADE OR h HV WINDOW BLADE INTO ® ®'®"�'�«®'®« CONCRETE OR CONCRETE BLOCK WALL. D CONNECTION DET L 50 O ®«O ®«&O«@'@ END CONNECTION DETAIL 6 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 30% A.TI ©Z015 EASTERN METAL SUPPLY,INC. �P \GE �' -7C770 BERTHA HVTM _ /7T7107EAccordion Shutter System C®:im:. ■ ■ H.V.RADE#1 W/OR W/0 FLV.WIMOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN sr: M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF :•OF z 6355 N.W.36th.Sl.,Ste.305,11RGINA D 0� 5.EIDRIOA 3316 d troas 4268 WesDrive z 9 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No ,cc'•., OR10 •' a—m il:tilteen®ooLcom West Palm Beach, FL 33407 3 •, Es•........•IF ��;' ®-OD06719 15-085 "I'll, /ONALE �� WALTER a TILLIT a,.P.E. P.E.rA�`T CI}151G1�1fURE/DATE FLORIDA uc•8 F4167 6 SH 10 OF 20 SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* •'L+" MAXIMUM SHUTTER SPAN*"L+" * NOTES: (ft.). FOR INSTALLATIONS W/ C OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION ND CENTERMATES. ® &® or or INSTALLATIONS W/ OSIN W SYMMETRICAL CENTERM, CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or CLNTERMATE & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. & W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CELOCK ATES & W/ ONE HV '7" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B. C. D, E. M, N, 0, P, 0, A.S.D. DESIGN PRESSURE RATING. ® ® ® ODS 0 MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,ft) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tAt 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&WOOD MOUNTING 1NmtaM MAnMUM ST IA ONS M-wM CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.O.DESIGN ASLO.DESIGN 0.5.0.DESIGN INSTALAIIONS PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNONG PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RAMMOUNTING RATR`G & NNc fL00R/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (-.L) FLOOR/CEILING MOUNTING (P.xQ OR DETERMINE MAXIMUM SPAN 'L—'FROM SCHEDULE. (+OR-) (+OR-) I.OR-) FLOOR' ALL MOUNTING 6 MAXIMUM SHUTTER SPAN •L+'OR -L-- FOR L F (0) L-QQ L+ (1t) L-(N L a (8) L-(N) L+ (R) L-(� INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16•-0" 16'-0' 16'-0" 16'-0• 30 16•-0' 16'-0- 30 16'-0• 16•-0" 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN •L+•AND •L-". 35 14'-10' 14'-10" 15'-2' 16'-0' 35 14•-10• 14'-10• 35 15'-2' 16'-10" 40 13'-10' 13'-10• 14'-2' 15•-2• 1 40 13'-10" IS-10• 40 14'-2' 15•-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1• 13'-1' 13'-A' 14'-3' 45 13•-1' 13'-1" 45 13'-4' 14'-3' 't' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 5 1 '-5• '-5' 12•-B" 13'-7' 50 12'-5' 12'-5' 50 12•-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11•-1 • 12 - 55 11'-10' 11'-10" 55 11'-1• 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 1 -4' 4' 11-7' 4' 60 11'-4' 11'-4' 60 10'-2' 10'-11• NOTE#5, SHEET 5. RATING: DETERMINE: 65 10'-10" 10•-10• IV-1• 11•-11' 65 10'-10' 10'-10" 65 Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10•-6' 10'-6' IW-9' 11'-5' 70 10•-6' 10'-6' 70 8'-9' 9-4' L2+=MAX. SPAN FOR FLOOR/COUNG MOUNTING 75 10'-1" 10'-1" 10'-4' 11'-1' 75 1o'-1' 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+•OR INSTALLATIONS. 80 W-10' 9•-10• 10'-0' 10'-9' 80 9•-10" 9'-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'-5• 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 LIMITED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9• W-2• 9•-10• 95 9'-0• 8•-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1. LIMITED TO +64,-72 p.sJ. AND 8'-0' SPAN, SEE Lz-= MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 W-9" 8'-4' 9•-0• 9'-7" 100 81-9" 8--4• MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8•-7' 7'-11• 8•-9" 9•-4" 105 8'-7" 7'-11" 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' W-11' 115 8'-2• 7'-3 SEPARATION TQ GLASS SCHEDULE MINIMUM BETWEEN •L1+', -L2+'. 'L1-'AND 1—"120 8'-0' 6•-11' 8'-2• 8'-9• 120 8'-0- 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8' 81-0" 8•-5' 125 7'-10' 6•-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10" 8'-1' 130 7'-8' 6'-5� WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-r 6-z 7-9• r-s 135 r-7 6'-2' MINIMUM SPACING. 140 7'-5' 5'-11" 7'-7" 7'-6" 140 7'-5' S'-11' ASTM E-1996 SEPARATION 145 7'-3• 5'-9" 7'-5" 7'-3' 145 7•-3' TO GLASS 150 7•-2' 5•-7' 7'-4' 7'-0' 150 7'-2• 5'-7" tss 7'-0' s-s' 7'-z• 6-s tss 7-o s-5" 1 THRU 3 1" 160 W-11" 5'-2' 7'-1" 6'-7" 160 W-11' 1--2- 165 6'-1 D' 5'-1" 7'-0' 6'-4' 165 6'-10" 5--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 6•-7• 180 6'-6• 4•-8• 6'-8• 5'-10' 180 6'-6• 4•-1" 1O H V B LA D E 185 6'-5' 4•-6' 6'-7• 51-8' 185 6'-5" 4'-6' 190 6'-4• 4•-5' 6'-6' S'-6" 190 6'-4" 4--1- 195 6'-3• 4'-3' 6•-5' 5-5' 195 6'-3' 4'-3" 200 6'-2• 4'-2- zos 6'-1 4'-1' 6'-3" 5'-1' 205 6--1- 4•-1- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM _ FTQ E C o a A.S,S■A. Accordion Shutter System KV.MADE#1 w/OR w/o H.v N1NDOrV BLADE `ygJyj.j', y, TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N DESCRIPTION DATE DRAWN 6Y:M9XY_ LG. GUS N.W.361h.SL,Ste.]OS,VIRGINIAGMDEtS,iLORM]Jl6 Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 Phone:(305)871-1530.Faz:(30.5)871-1531 4268 Westroads Drive 2 DRAWING No SW t4 a o-mon:6ltaaoeroat.aom West Palm Beach, FL 33407 3 15-085 0TIUJr J 4 \ WALTER A TI.0 Jr.67 �♦y S �`� FLORIDA ua.®aa167 6 SHEET q►AkGO E/DATE s 11 OF 20 . • ��illll • ��e®00000©®©000ae©at�aaaooaa©aaaaaaaaaaaaaaaaaaaaaaaaaaaaad 00000®00000©®eooa©eevovoaa000aeaoa®aaa©aaaaoaaaaoaaoaaoao �ooc00000eoo®eoe000©©®eo®oe000eeaao©aaooaaeoaovaaaeaoaoaa B00000Qoo®00000®oeoaoav®o©v©®®v®©®oo®oaocoo®aae©aao©00000 Boo 00000-0000e000e000®oo®000eeoeoao©®�oeoeove©00000®coeeo o �e00000000000c0000v0000000�oeoeooe000a®oeo�ooeoo©©©veva--® a o00000000c00000000000c000000000000000v000aoc000eoeoo®®oeo -e00000000000000�00000�00000000000000000000000000e�000000 R �®cocaoaoaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaao �o000®000a0000goggling aao�aaooaaaoaoaa000aaoaaaaaaaaa0000 �00000coo®o0®®oo�oDoaa000 aaooaaooaoaooa000aaoaoaoaooaaao 'a�00000c®00000®o®000®ocao®aa0000aaaooaaa00000aa000000aoo Bac0000000000 ooaooa®o0m©oleo®®aaaaaaaaaaaaaaaaaaaaaaaaa - .R ��998E-+a39B899E�BA9�899089BB9®0®BD®©BBB®BBBaaaaaaaaaaaaaaaa - - °OBBBBBBBBBBBB®BBB®ABBBBBBBBDB9BOBOBB9089B0BC90B®oaaaoaIII 69999�999999999999999�9®B®899909B989B®090®0989®9080908 ��aooaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaa �oo -o®oaooaooaaa000000--aaoaaa000000aaaooaa0000a000noaoo �0000a000ao© c®coaooa©0000aga000000000aoaooa000000aa000a0000000aaao e0000000000a©��oaaooaooaaaooaaaooaaoaaaaooaa _= 000000000000®000�c®000©ao©ooaoaooaoaaoaoaoaa0000aoaaaaao 688B9B99999990B9BC99A�990089©a00ao©aaaoaaaaaaaaaaaaaaaoao ,: - =BBBBBBB88BBBBBBBBBBBB9BBBBB®B9B09CBBBOB989B®0000caaaaaaaa _ . -89899999999999999999999899999B9B909B®99®8090980®908090® � _ - •: ' �oos00000ao©000maaaaaaaaaaaaaaaaaaoaaaaaaaaoaaaaaaaaaaaaa �0000000©-000©v®00000a0000aa000aaa000aaaoaooaaaa000000000 - = _ � - - : r... - �BDDOCOC�CCCOCBOBOCDOCO®oaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa :• . . aoc0000000000c000000000000c®ccaooaaaaaaaaaaaaaaaaaaaaaaaa - ' ®00000000000000000000000000000000aaaaooaaaoaoaaaaooaooaaa .. -BA88899B989B88999888A9989A999988898BBBB9Aaaaaaaaaaaaaaaaa ABBBBBBBBBBBBBBBBBBBBBBpBBBBBBBBBBBBBBBBBBBBBBBBBBaaaaaaaa -0999999999989999999999 99999999B999B999B99999999899999999 3e00000000®eo®aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa .�o�0000000Ao®vac©©000aaoaaaoaaaoaa000aaa000aaaaa0000a000 - ; 9111111110000c000a�oo�aacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaao _• - ��ao�ooca000000000000c0000®a®v®®v©aaaoaaaaaaaaaaaaaaaaaaaa Bill 0goDall OCo99o00O90900009099C9aaaaaaaaaaaaaaaaaaaaaaaa �98888�3888888B38BBBBBBBBBBBBBBBBBBBBBBBBBaaaaaaaaaaaaaaaa dBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBaaaaaaaa -099999999999889989999999898899999999998999999999BBB999999 goo©oocaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa - :�000000®oa®aooaaaaaaaaaaaaoaaaaaaaaaaoaaaaaaaaaaaaaaaaaaa 00000000--®o®®©©ooa�©aaaaaaaaaaaaaaaaaaaoaaaaaaaaaaoaaaa .� ea000000000000�oco®®®®v©®000®®a©aaaaaaaaaaaaaaaaaaaaaaaa B9Co00C999oO0999990000�OB000©©00aaaaaaaaaaaaaaaaaaaaaaaa BBBBBB8BBB8BABBB88B888BBBA998BBB000098®©©aaaaaaaaaaaaaaaa He®999BB9989m Ape®BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBD®aaaaaaaa _ pr: 99999999899999899889999989998898998999999 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S-D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE_OR CONCREM BLOCK INSMATIDNS (SEE MbUNRNGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/oONOETE HOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Pc-3 ksi) YNOMUM @WALL SILL MOUNTING . ©CEILING MOUNTING HO V COMPANY.(Min. 3 ksi) 1'FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(Fin. c=3 ksi) ANCHORS SPACING LEGEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY c= SPAN AS.D.DLCIDI NEGIRIE PRE4111tE MTING LPa) SD.DESIGN no-ME Pf✓f DIRE RMINS Ud) S.0.DESIGN 10GTIVE PRESSURE RATING - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min. Fc=2 ksi) (R) TAPCON OR 30 40 60 75 9D 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY la 12 l0 9 a B 6 5.5 t4 12 tD 9 B B 6 6 74 72 t0 9 e 8 6 6 THRFADF AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. WI TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 6 (Min.}'c=3 ksi) ALL POINTS SOLID-SET OR 1< 12 10 9 8 8 6 6 L 12 10 9 8 B 6 6 14 12 10 9 B 8 6 5 NOTES: 14 12 10 s B e 6 7 14 12 l0 9 8 8 6 6 14 12 10 9 B 8 6 6 BLUE TAP'W/CAP A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORH TECHNOLOGY ANCHORS AND TAPPER+ 14 f2 110 1 B B 7 5.5 3.5 14 12 to 9 8 e 6 6 14 12 10 1 B 8 B 6 5 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4•-0" 14 12 10 1 9 1 8 8 6 6 14 12 10 9 8 B 6 6 14 12 10 1 9 8 8 6 55 14 12 10 1 9 1 8 8 6 4 14 12 10 9 8 8 6 45 14 12 to 1 9 8 6 4 JS A.2) MINIMUM EMBEDMENT OF 1/4"0 z 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 1 9 1 8 8 6 4.5 14 12 t0 9 8 8 6 55 14 12 10 9 B B 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 to 9 75 5.5 3.5 - 14 12 10 9 8 a 6 514 12 10 9 B 7 5s 4 SEE U1niAHONS OF USE FOR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 B 8 6 6 14 12 10 9 B 8 6 55 14 12 10 9 8 a 6 4S BtADE IA ON SHEET 19 5'-0" 14 12 10 9 8 7 4 - 14 12 t0 9 B 65. 5 3.5 14 12 10 B 5.5 5 35 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR BOOR, 14 12 10 9 8 75 45 - 14 12 10 9 8 B 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 65 4.5 - - 14 12 10 9 8 70 55 4 14 12 10 9 B 6 4S 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-0" 14 12 10 9 a 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 -5 3.5 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6S 55 4 3 - 14 72 10 B 8 6 - - 14 12 10 9 B 65 5 .75 14 12 10 85 8 5 4 - (B) 4- EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 6 6.5 5.5 3 - - 14 12 10 9 8 BS 45 3.5114 12 10 B 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUMID(. 14 12 10 . B 3 - - 14 12 10 9 8 . 5 4 14 12 10 9 77 55 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 B 65 4 - - 14 12 9 7.5 6 4S J.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 10 B.5 7 q - 14 12 1O 9 75 SS 4 - 14 72 s 7 7.5 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. 14 It 7 5.5 4.5 - 14 12 10 9 75 55 4 14 12 9 7 6 45 3 - B'-0" 14 12 10 B 8 ITS - - 14 12 9 B 6 4 - 14 12 10 11 6.5 5 35 - NOTES: 14 72 85 7 5.5 3 - - 14 12 8 6.5 55 4 3 - 25 9S 6 5 4 3 - - EIA)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 95 75 8 14 12 95 B 65 5 - 14 12 8 6 8.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 9.5 65 5 35 - - - 14 12 10 B 6.5 5 - - 14 12 B 6.5 5 4 - 9,-D. 14 12 10 9 8 - - t4 12 10 B 75 4.5 - - to 12 g.s 7 5.5 a - - 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 74 11.5 75 6 4 - T4 21 7 55 5 3.5 - - 11 8 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO l4 12 B 65 4S - - la 12 e.s 7 5.5 4 - 14 105 7 5.5 6 45 - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 0.5 5.5 4 - - - - 14 12 9 7 6 4S - - 14 11 7 5.5 4.5 3.5 - - 10-0" 14 12 10 9 75 - - - 74 t2 10 B'65 5 - - t4 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, to IRs 7 5 3.5 - - - t3 s5 65 5 4 3 - - 1O 75 5 4 3 - - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 S - - - - 14 11.5 B. 5 5 4 - - 12.5195 6 5 4 4 - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON MM SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. Ds 8 5 - 14 12 8 BS 55 4 - 13 f0 6.5 5 4 3 - - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 l0 - - - - - 14 72 9 7 6 4.5 - - 14 105 7 55 45 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TIE ANCHOR'S MANUFACTURER 12.5 9S 5 12 9 fi 4.5 4 3 9 7 45 3.5 3 - - - 14 10 7 - - - - - 14 100 7 5.5 45 - - - 11.5 BS 5.5 4.5.3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0" 14 12 10 - - - - - 14 12 5 6.5 5.5 - - - 13 10 65 5 4 115 8.514.5 - 11 8 55 4 3.5 - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3S 95 6 - 13 95 65 5 4 - - - 0.5 0 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 14 10.5 7 50 45 - - 11 85 5.5 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 13E LESS 7HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 11.5 75 6 5 - - - 12 9 6 4.5 4 - FACTOR 13•-0" _ _ _ ACTUAL TAPPER t 05 8 - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - EDGE TAPCON TAPCON WITH ADVANCED p�POINT SOLID SET BLUE TAP W/CAP - 2S B.5 - - - - - - 12 9 6 4.5 4 - - - 95 7 5 4 - - - - THF2EADFORM TECHNOLOGY MIN.SPACING g 6 - - - - 13 9S 65 5 - - - - 05 75 5 4 - - - - HV BLADE OR IL1craNCE l4 f2 - - - - - - to ta5 7 SS - - - - 11 80 5.5 aS - - - - ED. MIN.SPACING=3" MIN.SPACING a 3" MIN.SPACING m 3 1/2" MIN.SPACING=3" 3 3/4" 4" 10 7.5 - - - - - - 9 7 4S 3.5 - - - - 7 5 3.5 3 - - - - HV BLADE W POURED CONCRETE& FraF�D t 7E axx�1E HDOC POURED CONCRETE& POURED CONCRETE&pq� ,E tX1NCt3TE taDac 11.5 8 - - 11 B SS 15 - - - - 9 65 4.5 - - - - - HV WINDOW CONCRETE E.D.-Jr LOCK y�,31/Y MN.FD.•21/Y CONCRETE ED. 3 1�K CONCRETE BLOC MN EA=3 1/2'MN.ED.=2 1/Y 7.5 - - - - - - - I2 8 6 - - - - - 95 7 45 - - - - - 3" 1.0 0.90 1.0 0.78 1.0 0.84 1.0 14 _ _ _ _ _ _ _ 13.5 1D 65 - - - - - 0.5 8 5 - - - - - BLADE WORKING z 1/2" - o.et l.o - - 0.67 1.0 g g5 BS 4 - - - - - 6.5 s J - - - - - IN UNISON A 2- _ D.7, - - - 0.51 - 70 - - - - - - - 05 8 5 - - - - - 85 6 4 - - - - - _ 7 15 8.5 5.5 - - 9 60 4.5 - - 1 3/4" - 091 - - - 0- 16•-0• 43 14 _ _ _ _ 25 95 6 - - - - 10 7.5 5 - - - _ 1 1/2" 0.35 - - g 4.5 3 - - - 0.35 7 5 - - 8 fi 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - ©2015 EASTERN METAL SUPPLY, INC. P� ••cWi , BERTHA HVTM /T Accordion Shutter System E C® �n c. ■ ■ ■ ■ FM MADE#1 W/OR W/O FLK WINDOW BLADE American Shutter Systems REVw No DESCRIPTION Dais DRAWN BY: M.L. •Ir= TILLIi TESTING do ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 STATE DF :=�` G755 N.W.36th.St.,St..J05,VtIGINIA GARDENS,I`LD DW 3316 4268 Westroads Drive 2 • Phone (305)871-1530.Fax:(305)871-1531 DRAWING No �4 0, OR .\tam`: e-In91t:5lt9co®urrl.cvn West P01m Beach, FL 33407 3 5-085 '•••-•••• EB-,x106719 q ry,A/Vf S10N A`-11\1\ WALT A.u/44 67P. 5 SHEEP P.E. �E'hC�I��IATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. &S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE.BLOCK ANCHORS SPACING LEGEND t auc ovER& n TRENCH MSPANY QJ RAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNONG TAPCON OR (N) u D.DLaa1 IIEG411YE PrasswsE IU79EG .DE5ax1 JUATIVE pRL4u9E rutwc(p: .omcN IrccR9vE r1aMmE PA191c W U.D.Dctw1 I✓fCAIME tT6S418E RATING(psi TAPCON WITH ADVANCED 30 40 60 175190 12011601205130 40t 60 75 190 120 160 205 30 1 40 1 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 1 9 1 0 8 1 6 1 6 12 12 12 12 11.5 85 6.5 7 1 7 1 7 7 7 7 1 7 15.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 @ 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 s s 5 5 5 BLUE TAP R LESS 14 12 70 9 B B 6 6 12 12 12 12 0.5 6 6 4.5 7 7 7 7 7 7 7 85 5 5 5 5 5 5 5 5 14 12 10 9 8 e 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 0 8 8 8 12 12 12 12 1.5 85 G.5 5 7 7 7 7 7 7 5.5 ; 5 5 5 5 5 5 5 4 4--0' 14 12 10 9 B 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 74 12 10 9 B B fi 6 12 12 12 95 8 6 15 3.5 7 7 7 7 7 7 6.8 5 5 5 5 S 5 5 5 5 14 12 10 9 6 e 6 6 12 12 12 72 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 B 5 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 3 5�-0� 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 9.5 75 6 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 B fi 6 12 12 12 95 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5' 0 5 5 5 5 4 * SEE ANCHOR 14 I2 10 9 8 8 6 6 I2 12 15 9 75 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 35 - SPECIFICATIONS 6-0. 14 12 10 9 8 8 6 6 12 12 12 10 1 8 6 4.5 3.5 7 7 1 7 7 7 7 7 7 1 5 1 5 5. 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 B 6 6 12 12 0 fi 5 4 3 7 7 7 7 7 5.5 4 5 5 S 5 5 5 4 3 14 12 10 9 B 8 6 6 12 12 10 a fi.1 5 .75 - 7 7 7 7 7 6 4.5 - 5 6 5 5 '5 5 4S - 14 12 10 9 5 8 6 B 12 12 10 8 G.$ 5 3.5 - 7 7 7 6.5 Es 4 5 5 5 5 5 4 3 7,-0 . 14 12 10 9 8 B fi 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 74 12 10 9 8 8 6 6 12 10 55 5 4.5 3' 7 7 7 7 6.5 5 3 5 5 5 5 5 5 35 3 14 1z to e e e s 6 12 12 7 55 4 7 7 7 7 r 5 5 5 5 5 5 5 a 0 VAUD ONLY FOR UP TO +70, -75 r 14 12 10 9 8 8 6 - 12 12 &5 7 55 4 3 - 7 7 7 55 4.5 3 - - 5 5 5 5 45 3.5 - - PSF A.S.D DESIGN PRESSURE 6,-0• 14 12 to 9 B B 6 12 12 5 6 45 35 - 7 7 7 7 7 7 7 4 s 5 5' s 5 5 5 5 RATING & FOR SPANS PER 14 I2 10 9 8 8 6 - 12 9 6 a5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5. 5 5 4 3 14 12 10 9 8 8 6 - 12 11 75 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 SCHEDULE }�3, SHEET' 11 14 12 10 9 8 8 - 12 15 75 6 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 9,-0. 14 12 10 9 8 8 - - 12 12 9.5 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 B B - 0.5 8 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 112 10 9 8 B 12 10 6.5 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 B 12 O5 7 55 45 35 - 7 7 5.5 4.5 3.5 - 5 5 5 45 35 - 10,-0:14 12 10 9 8 8 - - 12 11 85 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4S 14 12 10 9 8 8 - 9.5 7 4:5 3.5 3 7 7 7 5.5 45 - 5 5 5 5 45 35 - 14 12 10 9 B 6 12 9 6 5 4 7 7 7 6 6 5 5 5 4.5 5 14 12 10 9 0 8 12 95 fi 5 4 3 7 7 5 4 3 5 5 5 4 3.5 11,-0•14 12 10 9 8 8 - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 'S 4 t4 12 10 9 8 8 - - 95 65 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 7 - - 14 12 10 9 8 8 _ _ 11 8 SS , _ _ _ _ 7 7 7 5r 4.5 _ _ _ 5 5 5 5 4S - - - 1 H V BLADE O N LY 14 12 70 9 8 - 15 BS 5.5 4.5 3.5 - 7 7 4.5 J.5 - 5 5 45 35 J 12,-0"14 12 10 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 SS 14 12 10 9 8 6 6 4 3 7 7 5.5 4.5 35 - 5 5 5 45 4 3 14 12 10 9 B - 10 7.5 5 4 7 7 6 5 5 5 S 5 1 1b 12 10 9 8 OS 8 5 4 3.51- 7 6.5 45 3.5 - 5 5 45 35 3 14 12 10 9 8 - - - 15&5 6 4.5 35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 35 14 72 10 9 8 7 55 35 3 7 7 5 4 3 5 5 5 4 3 14 I2 10 9 B 9 7 4.5 .75 - 7 7 55 45 - 5 5 5 4S 4 14 12 10 9 - 10 7.5 5 4 3 7 6 4 3 5 5 1 3 14'-0'14 1210 9 - - - - OS 8 5.5 4 3.5 - - - 7 7 7 7 1 7 4 1- - 5 5 5 5 5 5 4 3 14 12 10 9 - 65 5 3 7 7 5 3S - 5 1 5 1 5 4 14 112 10 9 - 8.5 6.5 4 7 7 5 4 5 1 5 5 4 14 12 10 9 7 45 3.5 3 7 5.5 3.5 - 5 5 3.5 3 15'-0'14 12 10 - - - - - to 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 6 45 3 7 7 4.5 3 5 5 4.5 3.5 - 14 12 10 8 6 4 7 7 5 5 5 5 4 14 12 10 - - BS 65 4 75 - 7 5.5 3.5 - 5 5 35 - 14 12 10 - - - - - 95 7 45 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 14 12 10 6 4.5 3 7 6.5 4 5 5 4 35 14 12 10 - - - - - 7.511.5 .75 - - - - - 7 7 1.5 - - - - - 5 5 45 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 11N / // ©2015 EASTERN METAL SUPPLY.INC. ;N�aP��E.....T/��1�'', BERTHA HVTM r'C � Accordion Shutter System ■ ■ ■ • H.V.L3."#1 W/OR W/0 KV.WINDOM BLADE * j�l irk American Shutter Systems EY.N DESORIPTION DATE DRAWN BY: ALL -o; TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF 6355 N.W.36th.St.5t..305.NRGINIA O DENS.RDFi1DA 3316 4'168 WCstfOadS Drive 2 PMne (305)871-1530.Far:(305)871-1531 DRAWING NO ORIDP �` e- 61:b1t0cO-..I.- West Palm Beach, FL 33407 3 G\\�� wA11ER a TICCIT 6719 . 15-085 P.E. SEALJ'3IONAPC}N /DATE FLORIDA U.d 44167 6 SHEET OF 20 MAXP�UM ASD DESIGN PRESSURE RATING (p.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHLTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). L B �Tf�ATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55,1 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 M,°I'GG_o.0`v/ W/ LAIN. G=0.43 W MIN_ G=0.36 MA%WUN SPAN(rU WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOORWMOUNTINGS 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 & X W & X W & X P &'Q S&V S &V S&V LUL 890N KM TM1341E MX M LM 00116"..FIMM M%M kZ.11117 nM D®/E W X M M BMW MK RMA WIIC M AS6 00 WAK RMN WK(4 LM OW NTAAE R®LF RVIMG K a f1491iax POW MN M LZ Mw MAIiE FEZX WK M R411 w=MwMw-fj)LS-a8"IWOE R7]9.FF WW M 30 40 60 75 90 05 30 40 60 75 90 1105130 40 60175 90 05 30 40 60 75 90 1105130 40 60175 90 05 30 40 60 75 90 05 30 40 160175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -0'OR LES 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5.=0' 12 10 10 9 8 8 6 6 6 6 6 5.5112 10 10 9 8 6 6 6 6 6 6 5 12, 10 10 9 B 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 0.5 6'-0' 12 10 10 9 e 6.5 6 6 6 6 5.5 4.5 12 10 70 9 0 5 6 8 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 12 12 12 12 12 72 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 5 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7S 8'-0' 12 70 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1 S 9 7.5 6.5 9'-0' 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 a 3 3 6 5 3.5- - - 12 12 12 12 12 10.,12 12 12 1. 9.5 8.5 12 12 IO 8 6.5 5.5 5 4 3 - 12 10 6 3 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 6 5 - - 12 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 T1'-0' 12 f0 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5.- - - 12 10 - - - 6 5.5 4 - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 - 12'-0' 12 10 4S - - 6 6 4 - - - 12 10 3.5- 6 5 3.5- - 12 10 - - 6 5 3.5- - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 1l 8.5 7 6 12 1.5 7.5 6 5 4 13'-0' 12, 10 - - - 6 6 - 12 10 - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 72 12 12 10. 8.5 7.5 12 12 10 8 6.5 SS 12 0.5 7 5.5 4.5 4 14'-0' 12 10 - - 6 5.5 - - - - 12 7 .5 4.5 - - 12 7 - .5 4.5 - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 .5 6 45 12 9.5 6.5 5 1413 15'-0' 12 - - 6 - - - 12 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 F5174 16'-0' 12 - - - - 6 - - - 12 - - - - - 5 - - - 1.5- - 5 - - - 5 - - - - - 12 12 10. 8.5 6.5 4 12 1 HV BLADE OR n HV BLADE Wf ISA HV WINDOW BLADE WORKING IN UNISON® •sEE uu anans of usE EOR BLADE I�ON 51✓EET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOfTTf SHALL B3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:E AS FOLLOWS: -SOUTHERN PINE No.2 W/G=0.55(N.DS) - 1/4'o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G�0.50(N.DS.) EACH SECTION ON SHEETS 15&17. -SPRUCE PINE FIR NORTH W/G-0.43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MW. 1/2'CDT(PLYWOOD(1986 APA) 2.ANCHORS TO HOLLDW CEILING SHALL BE AS PER MOUNTING TTPE U.SHEET 17 AND SHALL CONSIST OF IAD SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM . "11111101i' � AI.S.S.Aw Accordion Shutter System ' I LTE ® 1 N c. I-IV.BLADE#i W/OR W/0 FIV.1WNDOW BLADE American Shutter Systems EV.N M.L.DESCRIPTION DATE DRAWN By: M. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 77-192 4/13/15 DATE 4/13/15 •1n QQ1 V7 �_ 63rS N.W.301h.St,Sta.305,VIRGWA GARDENS.FLORIDA 3316 4268 Westroods Drive 2 Phone (305)871-1530.Fa::(305)871-1531 DRAWING No -mall:MT-900I.Com West Palm Beach, FL 33407 3 5 .*1. :Cc= e EB-0006719 4 15-08 STp1E OF :W WALTER A T1L TT Jr.P.E. $ FLORIDA U..8 4a167 5 SHEET 6 15 OF ZO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IAA HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY OF THREADED AREA 70 W/1 1/2'Min. PENETRATION OF THREADED AREA TO FxTsnNG 1 MIN.SEPARATION t t I ) OR 1 EXISTING WOOD HEADER WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 TO(LASS(SEE (SEE SCHEDULE ON SHEET 15) (.'��, 1/4'0-20x3/4'S.S. MACHINE SOffIXAf ON SHEET \ OR I &R'18 SCREWS W/ 1/4"-20 NUTS —•11 FOR 9PDE mAND x / 0 ON SHEET 19 FOR 1 1 1'Min. ® 12"O.C. EXISTING 1 BLADES O Q EO E � GLASS-1 � II II II 1 T 1 OR15 c FNSH I I n 1 OPTIONAL 11 :) WALL I I 1 <'E%ISTING MIN. I ; FINISH i I 1 ) OR 2"x4' 000 p EXISTIN WG MIN. HEADER REQUIRED I DR® 1 2'x4"WOOD 1 HEADER IR 1j"0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 MIN.SFpppAnON I I 1 I i THRFADFORM TECHNOLOGY W/1 1/2" Min PENETRATION OF THREADED AREA TO CLASS--I TO 6059(SFE I g I I EXISTING WOOD HEADER. 7 MM.SEPARATION TO CLASS i_ SCHEDULE ON SHEET EXISTING d— (SEE SCHEDULE ON SHEET 15) 1 11 FOR BLADE WN•ID (SEE SCHEDULE ON SHEET 11) 1 ON SHEET 19 FOR GLASS J1 2'x4"CONT.SILL I T3ADF5 O 2 aPLATE REO'D. ON J - HY WALL HEADER INSTALLATIONOO HV WALL SILL INSTAL MO HV WALL HEADER INSTALLATION 1 III f I EXISTING 1 MIN.SEPARATION TO GLASS t I (SEE SCHEOULEOONTSHEET 111) I ) CLASS-' I I I I ) E7(IG NG n—(SEE SCHEDULE ON SHEET 11) I x ) IXG�S-1 NN�T�-1MIN.SEPARATION TO GLASS .I I LASY A7E REO'D. MACHINE SC WOOD PLA SCHEDULE ON SHEET 11) I ! t 1 } _ I I 1 4'0-20x3/4'S.S. [ 1/4"0-20x3/4"S.S. =y. REWS A '.I MACHINE CREWS W/ I I �_ I USING 1/4'-20 NUTS I I WALL I \ `'^- :;•h:1/4"-20 NUTS® 12'D.C. FINISH I I I /r O.C. I I IJ e', I IY. 1 OR® OR 1 OR I® 1 1 OR 2'x4'CONT. ,{ WOOD PLATE 1"Min. REO'D. Min. ( UREO�D 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2" Min PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR 7APCON WTTFI ADVANCED EXISTING 1YOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2" 1/4'0 TAPCON OR NOTE: (SEE SCHEDULE ON SHEET 15) Mi.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH _J (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4' 1/2"MIN.CD 7HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS® 16'C.C.MAX. PLYWOOD REO-0. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REWD. REO'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD SUI COMBZANY INSTALLATION.NED IN ANY WAY TO R HV WALL SILL INSTALLATION (STING MIN.2'x4'SPUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEEP 15) O PLYVlOOD TO BE ATTACHED 70 STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION •SEE UMCOONS OF U�OF ©HV WALL SILL INSTALLATION F.B.C. B DE ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. Ik T144 4,14'. BERTHA HVTM y' I L ECA 1 x A w ISS A �,. Accordion Shutter System Itv. etaoE#1 w/OR w/o Itv. Wlrroow RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N 'DESCRIFNCN DATE DRAWN BY: M,L *; �c •*' 055 N.W.36Ih.SL,Ste.JOS,VIRGPJIA GARDENS,FLOROA 3J16 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone (305)871-1530.Fax:(305)871-1531 4266 Westroods Drive z DRAWING No mNil: West Palm Beach, FL 33407 s EB-0006719 15-085 i �C� WALT , TER A TILUT Jr P.E.'••••• G FLORIDA LRIDA ..#44167 5 SHEET P.E'�� tf�NIA DATE 6 16 OF 20 nn ' INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & HVA► BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE(!) ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON 1/4.0 TAPCON OR 4'x8'(Min.) EXISTING EO---EO 2 MIN. TAPCON WITH ADVANCED ( '-) EDGE(IF APPLICABLE) THRFADFORM TECHNOLOGY W000 BEAM REQUIRED. _ W/1 1/2"Min.PENETRATION1/4"11-2"013/4" _ STRUCTURAL ADEQUACY OF 1 1/2 ED AREA TO 1/4 0-20x3/4'S.S. OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) Min. W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO EQ E Et) B 12'O.C. SHUTTER INSTALLATION. 1/2' 1/2' RAFTER URED 19 I O.C.REQUIRED 1 OR 15 1/4.0 TAPCON OR lZX7NG SOFFIT TAPCON WITH ADVANCED I 3/4'Max.THK. •257• THREADFORM TECHNOLOGY Mvx. W/ 1 1/2"Min. PENETRATION EU EQ #14x3/4" EQ -EQ 1'x4-x1/8'CONT.ALUM.TUBE z ;l\ I OF THREADED AREA TO S.M.S. (6063-T6 ALLOY)W/ `x + I EXISTING WOOD HEADER- (3)5/16 3 5 16'0 LAG SCREWS 70 OPTIONPL ®6'O.Q. I O/ +. I (SEE SCHEDULE ON SHEET 15) © Q 2"j1 or 13 or 15 I 1 or 1 or 15 LOCATE LAG SCREWSAT •• I MIDWIDTH OF EXISTING WOOD ~.E%ISDNG MIN 2'x4' I 1 l OPEN HOLE AT EACH MEMBER. W�22-Ain NOMINAL EXISTING HEADER REO'D MIN.SEPARATION TO GLASS I STUD T0,ACCEPT PENETRATION OF THREADED GLASS I EXISTING I AREA VALID FOR 1 (SEE SCHEDULE ON SHEET 11) CLASS—i 5/16'0 LAC SCREW ' I I ' AT CENTER OF TUBE. INSTw MAX. .S.D.ATIONS WITH LOAD if I 1 � I I MAX.AS.D. DESIGN LOAD AND I To MASS � 1�p55—I To obis(; I INSTALLATION IS S ONLYI VAUD �S HV WALL HEADER INSTALLATION �SCHIMUE B�EmA� I�tuv w sir I I FOR WOOD W/MIN.SPECIFIC I w s EE7 19 Fat w 10 OR ® -I 1��1B HEETFCA GRAVITY OF 0.50 AS DOUGLAS NQTES. BIAaSm@® l MACES p4:® 1 OR �� FIR OR SOUTHERN PINE No.2. 1-SIE SHEET 4 FOR TYI_SHUTTER ASSEMBLY OR EQUAL PLCI 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION IN ANY WAY To SUR ANY INSTALLATION. U. HV CEILING INSTALLATION MN.STPAPATIa4 __O OR�� MIN. I I SoanLlaoN sr>=r I SEPARATION I I L� MIN.SEPARATION TO CLASS 11 FOR IaroE0O1ID TO GLASS I I 1 7 (SEE SCHEDULE ON SHEET 11) EXISTING I ON SHEET 11 Eat 9 GVSS\ I (SFE SCHEDULE EXISTING 1 ` RAXS D e� I ON SHEET 1 1) GLASS—i 11 I I_ZN T I I 18 I l ( WALL I LOCATION 3�8_natc EXISTING q1S I I I #10x3/4'HEX I I I I' 2'x6'MIN.WOOD 1 /4' ©+ 7 3/B MIN. WASHER HEAD TEK I DECK REQUIRED Mox. NO FINISH I SCREWS® 12'o.c 13 OR 2'x6'MIN.WOOD---i,, ALLOWED) DECK REQUIRED(NO o '`` FINISH ALLOWED) _ DGE w 19 ED OF DECK �2 1` OF EDGE_OF DECK DECK IF IF APPUCABLE o IF APPLICABLE 1/4'0-20x3/4'S.S. APPLICABLE 1/4'0 TAPCON OR 1, PHILLIPS TRUSS HEAD 2 J.6 . TAPCON WITH ADVANCED M'n' MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'MIN 2'x4'CONI. 7HREADFORM TECHNOLOGY W/ 1/4'-2o NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. SILL PLATE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAD FORM 2"MIN.. PENETRATION OF THREADED W/1 1/z'Min.PENETRATION ® I2'O.C. RILL ' _ OF 1 1/2 EO AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR �X HLL V WALK-OVER INSTAATION �V HV 'WALL SILL INSTALLATION BADE to»;SHEf 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```3P,vER A: riz-4"""� ©2015 EASTERN METAL SUPPLY. INC. ��. CEN '• �' 13ERTHA HVTM �� sF 9�', 5 = IL E G ® eN�. �� ccordion Shutter System �.--� .. ._ H.V.vRADE#1 w/OR w/o Civ. WINDOW BADE American Shutter Systems -O•. `'�r�€�Q�d�'*= TILLIT TESTING & ENGINEERING COMPANY r TEV.N 11F 11-19 DATE DRAWN BY: M.L. UUUUh Association, Inc. 1 OLD n-lsz 4/13/15 DATE 4/13/15 9'•, ;�` 6355 N.W.350.Sl,Ste.30.5,MGM GMIIENS,FLORIOS 3316 4268 Westroods Drive z Phone (305)871-1530.Fax:(305)871-1531 DRAWING No �;�FS'•.• _rnaa:6lteco®oof—M West Palm Beach, FL 33407 3 15-085 NA 'AA s/AL VIN 10 671 WALTER A TUJT Jr.P.E 4 P.E. SEAL�S�+GI�AYURE/DATE FLORIFLORIDAo 'Lw'044/67 6 SHEET 17 OF 20 END INSTALLATIONS HV BLADE OR I WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2*.4*AM WOOD f_M�ROOM, 2.4' IN.WOOD 2-:s' e, WOOD MOS. STUDS REQ*D. (AS APP-MLE) .1. .6,O.C. 2*14"x e0oo,MR. STUM kr -FUCAM) STUDS OR W/ I/V�Rwoos To *on' 00SIING CLAM I'L4D T NO, - ORS. MSTNO CLASS EOSnN0 C�x SET1.41101 \X� FAP.Sol- 'TO OARS(SEE 1/2-WN.Cox SO"EIME ON SIM PLY,000. srAAAROR II RX,BLADE(CARD I,-O,DE(D- • To_= To—ISM WX Q T. SDRTA.E w Ina UIRE ON Z PLYWOOD. cy=1— OV`NU So I. (D- .1. — 11 ron-Im(DAND I z 11 RA VADEQANO ON sFET i9 EOi Y MR. WTF 6TIt_(:Q /2- �All ONS807 19- I fRoSH EXAMCD&(D 9KfS 0781 Q1 S..s, 0, YOE -M 1,OR 1*I4ot .16 D.C. P-Ilr 11A.S. r AITLK��2*111WW-r IAA_I 015 O.Q (ee".NAa7 A,ARDNDAT 4 4 I ORsaE SIM OML X F. I OR OF 4 SIDE CORRECTOR SIM DMx IT, I OR@* w TRACKS SIX SIDE ooKaXno�N SI G 4-0.0- To TRACKS G_ (E).0) 1 TO 1@ @ END CONNECTION DETAIL(2) END CONNECTION END,CONNECTION DETAIL UJON DETAI END CONNECTION DETAIL I@ 214'1RN. 7- 7 DDD PENETRATION STUDS RED 1/4 ANCRORS 1/4-1 TAPTDN .11TIAC'I 0 12 0 DN.YiWPaIOE /2-me;. 5oF"E CFE A" 9&ET SEE LIMTATIONS OF USE FOR 11 FOR SROO'MADE(D- BLADE(UA ON SHEET 19 19" I,RAI SOTS to axE(DAND CD49 -Z 6 DR(D -0*9 4 Qi aR 4 Iw%,\DovjGs � @OR@OR(90RO VILM SIVES FINISH PLAN DETAIL END CONNECTION DETAIL (9 END CONNECTION DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' fjz- 0 2015 EASTERN METAL SUPPLY, INC. C?,A. rz BERTHA HVTM A■S,S,A Accordion Shutter System KV.MAX#1 W/OR W/O H.V. W1,WN BIAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEY.X, DESCRIPTION DATE DRAWN St ME_ T, 6353 N.W.361h.St_Ste.305.WRGIW GARDENS.FLORIDA 3316Assoclation, Inc. I OLD 11-192 4/13JIS DATE4/13/15 Phone (305)871-1530.rox:(305)571-1531 4268 Westroods s0gve 2 ——DRAWING No West Palm Beach, FL 33407 3 WALTER A.TILUT Jr.P.E. 4 15-085 P E RE DATE FLORIDA Un.P 44167 5 SHEET -1 6 18 OF 20 (MA)> (OA}� (TA�> 1UNISON WITH HV WINDOW BLADE Q (UAB "15 ©0.914 • 9ENE66 LMITATIONG AND CONDITIONS OF USE FOR BERTHA 1 WORKING IN A O Y 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.s.1. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNUNGS:A D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16& 17. E p�-�-.�� (�7y�� 4 ONLY CLTTIERMAlES 21 �7(BOTH W/e OR�ARE ALLOWED WITH 1c} C4 OR@5 PR ED IN A STA CAL OR OPPOSING lA OUT.IN CASE OF OPPOSING _ YOUT. 5 MUSE BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1 6 0 CENTOLMA E IYP.FA END (3-0 HOLES)FOR®PER SE A SPACINGSONLY OW A SHOWN ON SHEET OPENINGS SHEET 4, MAX.5 WINDOWS (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE ALLOWED AT HV va, • ♦ ♦ ' A OF ANY 3"0 HOLE FOR V SHALL BE 12'_ WINDOW BLADE (C)FlRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE N (D)FIV WINDOW BLADE tVVMUST BE USED ALTERNATE 70 A SOLD HV BLADE iQ THROUGHOUT SHUTTER'S WIDTH. t (E)C TESHALL ALWAYS BE BE INSTALLED ADJACENT TO A SOLO FIV • • g_o� BLADE 1 A7 FffHER SIDE OF THEM. SEE END (�POLYCARBONATE HV WINDOW®SEIALL BE INSTALLED 50'f}jAj TAB$FACE CONNECTION ♦ , ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.FN WINDOW 4�MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PRONDED BY ASSA. 10& 18 TTP. INC. FULL HEIGHT. 33R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z P YP 4 �' 1 &2 ABOVE). a_ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE_PER ASTM E-1996: (SEE PUN FOR REQUIREMENTS) � D H TYP TOP&BOTTOM W ) oB®pp� v1 WIND ZONE MINIMUM SEPARATION TO GLASS NUMBED WI 1_I, 3 1' ELEVATION ASN.SEPARATION TO GLASS EXISTING GLASS SEE SCHEDLHE ON SHEET li PDR OM ----� AND ON THIS SHEET FOR E & 21 A Ag TYP. 1 1 4 TYP. SWl/M 2 OR 5 Q7TQiAU1TES 5 \ ® W/O�(SEE NOTE 4 ABOVE) PLAN— V\ - 4 5 TYPICAL (11 BY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 6A SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``\```11111111111111111///Y' ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM `',s' �: �\cE PP t� Accordion Shutter System _ �L b O i H t. ■ ■ ■ ■ KV. BLADE#1 W/OR W/0 H V. WINDON BLADE American Shutter Systems 3EV.N DESCRIMON DATE DRAWN BY: M.L TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 •' STATE nr N.W.J6N.St..Ste.305.VIR %GAADM,FLORIW MI Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroods Drive 2 DRAWING No ;��F.F�ORIDP •��`� 0-OwR:t81000(D001.com West Palm Beach, FL 33407 3 15-085 i♦ Sg''Q'�•j•,•g.L..•'• \`�� WALTER ALUT1 Jr.P.E Iw(nllkN 1`/ FLORIDA Uc.8 44167 5 SHEET P.E. S&f1 k 1TGDWE DATE 6 19 OF 20 tea. /�E'•x 1 1/2 K INSTALLATIONS Wj (1) HV BLADE & HV CENTERMATES 2.009-Mux .l- Min. 0.035"THICK in- ,g_ASTM A-653 GRADE:40 Min.G_60 GALV.STEEL INTO METAL STUD WALLS 0 . . 436 Oo METAL STUDS AT 16"O.P. 0 6"D.C. 40 41 fo C, .4 5 1/4"0 NOMINAL 38 GENERAL LIMITATIONS AND CONDELIONS OF USE ALUMINUM SLEEVE FOR BERTHA(1)W BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4,6 114�x 0.035'THICK Mi 43a o ol 0 6"0.1. SYSTEM INSTALLATION TO MESAL STUD WALLS EL I 0 6'O'C' Max. ASTM-AG15V3.=E'%CKI��.%() . SEPARATION TO CLASS SCHEDULE 3.000, GALVANIZED FASTENED TO STUDS 1. MAX. A.S.D. DESIGN PRESSURE RATING: 75 (psf) W/(2)#Gxl/2-TEK SCREWS ON I EXISTING FINISH +75, .INTERIOR&EVEFTOR FACE I AS APPLICABLEMINIMUM 2. MAX. SHUTTER SPAN: 84" WIND ZONE ASTM E-1 9§6 SEPARATION LENGTH + 1" MIN.SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS EXISTING GLASS To GLASS A @0 1/4"01-20X3113OLT (SEE SCHEDULE) 43 4. ONLY51ENTERMATE 21 W/n24 W LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE(� I WITH(21 ARRANGED A SY&TMETRICAL LAYOUT. IT USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4•x 6 1/4-x 0.035-THICK Min EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 73" 050" NT.GALV.STEEL TRACK Min. CENTERMATE. 21 (ITT.) M A-65,3 GRADE 40� ;'i I I QED FASTENED TO STUDS AS APPLICABLE GALY(2)#60/2"TEK SCREWS ON 430 INTERIOR&EXTERIOR FACE �ODV 0 6-D.C. L 1/4"d-20THRE'ADS BLADE SLACK DETAIL HVF IS�ALSOVALID FOR 1/4"0 ELCO CONSTRUCTION -------. ------ 1/2 12 GENTERMATE I APPLICATIC WITH IT" BLADE BLADE0 PRODUCTS FAB—LOK HD 43b /6", 1 1/2"x 0.035'THICK @ 6 O.C. 40 Min.ASTM A-653 GRADE COMPONENTS Min.G-60 GALV.STEEL MS WALL HEADER/SILL INSTALLATION ISTING FINISH AS APPLICABLE SCALE: 3/8"- l' METAL STUDS AT I6"O.C. EX v (Typ.Top&BOTTOM) VA ------ - 1 3/4-x 6 1/4-x 0.035-THICK Min. L ONT.GALV.STEEL K CHANNEL, 7E-XISn-NG-GLAS-S--- A-653 GRADE 40 G-60 SYMMETRYC MIN. S 430 43b 0.1 1 l[-.""CENTERMATES W/-:�'-: TO GLASS 2' CENTERMATE (SEE SCHEDULE).:M... Si ACCESS SIDE :�,EXT.ER.f0R..ACCESS TERIOR FACE . . . I . r-------- ----- -6,(Typ) IN 3 (6"Min.) IN 4 — -----------—- -------- ------------=_ i --- -- -- y ------------------- 2)42 21 t 21 21 21 1 LOCATED AT IHV HEADER/SILL ENDS --- z- ----------—----- VIEW Y 24 4 12 0 (6'Min.) - SIDE CONNECTION TO TRACK 6 1/2-(Typ.)- • -y • _' 112"MAX. SLACK (Cont.) HVA B)LB BLADE SLACK DETAIL HVF HVIC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY, INC. `1111111111111711/////riz " . BERTHA HVTM Accordion Shutter System A�yTyD An ,S,S.A. H.V. MADE#1 W/OR W/0 KV.WINDOW MADE American Shutter Systems EY.N. DESCRIPTION DATE DRAWN By. M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 '/ 62155 N.W.38Th.5L•St..305,VIRGINIA MOMS,FLORIDA 3316 ±Ll V� Ph- (305)871-1530.Fax:(305)371-1531 4268 Westroads Drive 2 DRAWING� 13/15 No '—il:tiltecoaaal.— West Palm Beach, FL 33407 3 ES-000 719 x WALTER 4 15-085 S ....... .OF-� R A.TIU-rT Jr.P.E. 8/0, RDA Lja 0 44167 5 SHEET P.E. IWI, FLO WDATE 6 20 OF 20