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Home My WebLink AboutProduct Approval ii tip BCIS Home i Log In { User Registration j Hot Topic Submit Surcharge Stats&Facts Publications { FBC Staff { BCIS Site Map Links { Search { bpr '; '■',}Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List.>Application Detail it FL# FL389-R8 Application Type Re n Code Version 2014 !i Application Status Approved Comments Archived [.7 Product Manufacturer American Shutter Systems Association,'Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407{ (561)209-8263 bfeeley@easternmetal.com j Authorized Signature Bill Feeley I rod riguez@easternmetal.com I I Technical Representative Address/Phone/Email Quality.Assurance Representative Address/Phone/Email Category 144 Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 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 j Validated By John W. Knezevich,PE 21 Validation Checklist-Hardcopy Received I' Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I ;I Sections from the Code t j 'I 41 ;i r��+ .A, 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 A1S.S.A. INC. DRWG.15-086.pdf 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 r6ertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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.pdf 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.pdf 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 a, +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 15-084 (top and bottom)for storm protection Limits of Use Installation Instruction's Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab oflSouth Florida Inc. Impact Resistant:Yes Created by IndependentiThird 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.Ek DRWG.15-084.Ddf for Blade Land 18'-0"for Blade 2.See schedules on.sheet Created by IndiependentiThird Party:Yes 12,25 and 28 respectively l Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I 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 your are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: L Credit Card. Safe l I' I ,l. I• 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 STALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p - DESIGN WIND LOADS SHA -BE.DETERMINED AS PER SECTION 1,620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE STiUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DRECTiONALITY FACTOR Kd-OA5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED - ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE 6mDpN.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA-I:. HV BLADES C1)& ... O_. _ _.. _ . N _._ .._ .. . _ BY MULTIPLYING THEM EK O.fi IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON�SHEE75 it THRU 15, 19&20. GENERAL NOTESSHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS.ON THIS P.E. ES D..AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE.IN ALLOWABLE STRESS FOR WIND LOADS WAS fm USED IN THER 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 SHEEP 4 ___ _ _ _ _ __ _ _ _ _ _ TYPICAL WINDOW BUMIE&WINDOW-DETAL --- -- - -- - -IN BLADE(D 10214.01-03.10715.01-03, 11004.01-05,/1214.01-05. 80317.02-06.10609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE n AND HV WINDOW BLADE 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 VANDO'W BLADE ®10505.01-08 AS PER ASITIA E-1886 AND E-199fi(MISSILE LEVET.D•WIND ZONES'1.2,3) 25 0725:01--88'"AS-pER=TA5r202 PROTOCOL-. - _.TYPICAL-SHUTTER ELEVATION &,NOTES-(N.:40C_KS_ -SHET:T"5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 " 2.NV BLADES 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 B'°114.2.75'AND 114:1.75'R(SPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi-YIELD-STRENGM-AND-180-ksi-TENSILP-STREHGTH:PINS-STILL--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 HV MARKING ON THEIR HEAD. -------- - -- --- - -__ 4.ALL ALUMINUM EI(TNUSIONS SEWl 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 Tai FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. - - .- MAXIMUM SPAIN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK, SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTTH 50 ksi MIN.YIELD STRENGTH AND SO ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR Aai MI SI 304 OR 316 SERIES STAINLESS STEEL WITH 35 TNII.IUM YIELD STRENGTII. ANCHOR SCHEDULE-WOOD SHEET 15 7.SED THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12.13.14.15 A14D 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 EN BLADE(D&Q WORKING IN UNISON: 12. 13& 15 INSTAU. 60N DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL A4E COVERED.IN WHOLE OR IN PART BY U.S. PATENT/5'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3:.HV:WINDOW BLADE JAI.ONLY 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER,IS 10 BE ATTACHED TO INSURE PROPER.ANCHORAGE.CONTRACTOR TO SEAL/CAULK ...: ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/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 NO CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE L L/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TOCOMPLYWITH SECTION 171O.B.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.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASET.ON THIS P.E.D.• PROVIDED HE/SkE 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.RESPONSIBILITY. 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.FLO RIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 04GINEER 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 P.F_D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,ELM, FLORIDA BUILDING CODE(Non High Velocity."urrican Zona A. T/��.,� 0zo15 EASTERN METAL SUPPLY.INC. BERTHA HVTM �* o. _ _ 1 L E C O N L . A■S.S■A. Accordion Shutter System &?;` "_ H,V.BLADE#1 W/OR W/O KV. WINDOW MADE o: American Shutter Systems oHscwPIloN DATE 6"WN BY; ILL �: TE ;^7!•` TINT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD:11-192 4/13/15 DATE.-_4/13/15 ��.• F OF 6353 N.R.36U.SL,St.3115.ANGINA GARDENS,FLONDA 3316 Phane:(305)677-1530.F..:(305)871 1531 4268 Wcstroods Drive 2 DRAWING No cm° �°�yWest Palm Beach, R, 33407 3 0IVA�L GA````` WRAP A.Ln 1 44167E 4 15 3 SHEET OS5 _ P.E. SEAI.�S�tIITURE/DATE 6 1 OF 20 mss'.•cu x:.•scw rdJa>Efl vARIE ,.491' - ne7s o 1.910• 1.00• m O�oT o ��`rc:: 0.454• �� e $ Ma.090 � V f1 4.371•.... i 4, a.36s• - --.� 9' �' 4.057' I _ _-__4.999____- 0 ��• 1 HV SOLID BLADE e . HY 90'-180 • STARTER Q HV UNIVERSAL FLOATER QUALIFIED FOR-USE W/' COVERED UNDER US PATEN( # 5458179 QUALIFIED FOR USE W/ HV BLADE C7 ®HV DIRECT MOUNT HV BLADE Q1 to HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE Q ON SHEET 196063-16- BLADF.(1� 37 6063-76 ALLOY AND_TEMPER 3.226 __ 1.500' o ALLOY ANNDD TEMPER 1Yq• ` -085• - - - - Se 670• - - --�� --- --- TYP _ -.2.670-- _ - J• - - 3.•56" - ( .) _. F __ .99a• 1.000• .. _ .BJO• 2226• 2 „ 862 o OJ 815• 092• - - 0 HV ADJ..ADAPTER WHIP ^a:oZ':-- ------- .0.07', s2o 3.226• QUALIFIED FOR USE w/ HV 0}1V WALK-OVER TRACK -- - - =- -- - -BLADE-.1. - J�HV ADJ. FLOOR TRACK -` -QUALIFIED-FOR=USE-w/-W - - _ - HV TRENCH TRACK _ 55' 3.750"-_- 6063 16 ALLOY AND TEMPER BLADE�1 QUALIFIFD FOR USE W/ IIV QUALIFIED FOR USE W/ [IV 6063-T6 ALLOY AFD TEMPER BLADE 0ONLY. � HV RAINGUARD BLADE(j) 6063-T6 AI10Y AND TEMPER QUALIFIED FOR q E W/ HV 6063-T6 ALLOY AND TEMPER = VARIES ''t _,,936"__ : -- BLADE(7) 1" ,.915• o _ VARIES 1 93fi• 6063=T6 ALLOY D TEMPER Max. I _ . ' ml . 5a. .083'083 093 .12 00 - ••nI .. _ _.. .060' n '� of +_- •� .060• I .093• .09'' .060" __.. _ .060,o 870 w -_- a Piyl# 670 1.886' L"_. 3.620_.... _ o .5 3.5 _670 fit, 1 1 HV•HEADER/SILL -sz9•. C11 HV CEILING HEADER C� 13 HD CEILING HEADER/SILL QU7(LIFlED FOR USE W/ RV BLADE(1)ONLY, QUALJFlE606 RT6SALLOY ANDBLADERC�ONLY QUALIFIED FOR USE w/ Hv BLADE( - 14 HD WALL HEADER[Sll.l. SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-46 ALLOY AND TEMPER BLADE O1 ONLY.' 6063-T6 ALLOY AND TEMPER T COMPONENT A 8 T1 T2 X Y t .N.XMII Y WE t i• 1• 0.062' 3' 3' 0.090' Ib .. 2' 5'MAX. 0.192. 0.192' __.�j :: 1 SIDE ANGLES --�- - -' � ---- ------- -- � CORNER POSTS QUALIFIED FOR USE W IN ALUMINUM ANGLES �9 zs• r MAx.�0.19o• 6.19o• / I QUAUFIEDFOR USE W/ HV BLADED:. QUALIFIED FOR USE W/ HV -•- -- ------- -T--- BLADE(1) 6063-r6 ALLOY AND 1EI4PER BLADE QI ONLY. yJ 2• .5'MAX.II O.IJ9• 0,131' 6063-T6 ALLOY AND TEMPER 6065-16 ALLOY ANO TEMPER FLORIDA BUILDING.CODE(Non High VelocRy.Hurricane Zone ♦.� P. T. � (0 2015 EASTERN METAL SUPPLY. INC: r - BERTHA HVTM - A Sad+ A Accordion Shutter System IL ECO ��. - -,f 7_-� ■ . ■ ■ ■ Kv.BLADE#I w/OR w/o KV.wtrarH RADE *= Ameriean Shutter Systems Ey,N OESCPIPIION DATE DRAYM 8Y M.L.*•j `l/?�'/N� TIWT TESTING & ENGINEERING COMPANY - �; Association, irtc. , 0[D".11-192 4/13/15 we 4/13/15 STATE OF e4,y sin ILAhon MI,St.sk.355. .rau:NZMVS.(305)8 rLOFMA1-153 av 4268 Weslroods Drive z DRAWING No -"ZF� Phone:(305)07,-1530.Fav:(305)871-1571 _ ..- I e-mail:p7leco0ooLcom West Palm Beach, FL 33401 s 5-085 J 1Y 11 ` ♦ WALTER A'TIILIr Jr.P.E. rORDA Uc.'#44167 6 SHEET P.E..S� I1 @6M1Y�RE/DAT[ 6: - 2 OF 20 _ 4.57s. ---- - 4._0§0.--- --- .9z9' t/.'-2Da/x' 1/4•-20 -OE�sT 745• 2.293• (�T Ip,�jy FW WADq.71 RFADm� 11COS61G ENkrEL 1/q•A 2.28T�___ 745• -_p. m I - - (2 TIP ' 94tE0 FAMED' TFGtFAMU;1D °A 7 0- -- --- o I ti_ (2 rrP.7,e m au ma 5 COa I e ami p/ 48KH NH_ KNO°I.315 ...BFA55:Cri.R1IkRM CYuroER &'KEYS(C-=.0 (CWiWE RATM) 21 HV CENTERMATE '<r. o, o� (.375: a1 � V C ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE & 1[ ONLY �2) HV FLOATING CENTERMATE o-.� 3,023'_,.__,- A7s_ QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ LIV 6063-T6'ALLOY AND TEMPER QUAD IED-FOR USE.W/ HV DIAUE.0&..LP)ONLY _ _ _ BIADF•(�& ONLY. BLADE_(1)& ©ONLY. 6053-T6 ALLOY AND TEMPER HV CORNER CENTERMATE 0A - -- LIFIED FOR USE W/ HV BLADE -250_O.D. .15• 2 974• 6063-T6 ALLOY AND TEMPER PLASTIC HEAD . 6' .92i - 2L--- _ —_ _. _ SCREW 4.O�I5• .. _ - MOLDED 10- 175 -'i - - - - 2.07' 1.753. _- ------ ^ -- F , - o I n• - :l60•AFTER RIVETIRC t000'_o- o p6ti mI \N Ds' -a +A BEFORE RIVETING ¢ + n - e �t a. 1 .-20 x 3/4" - - tom• x 1 ---- -- - -- - - - - - — -- - -- m — -- -� S S. THUMBSCRW 11470 -20 RIVNUT* 4- — 2 =- FL - I. "I o p0A' *SFR16 9444 A'.UNINJM(2024-TJ ALLOY)IARGE PWi4'F-.RUN m SHrF.T NUTSEJR,PARij 062°„AS MANUFACNREO BY AVDEL .I__z75D• _� 822• CHERRY TE%ICRN.'PAR9PPQlY�NEW JUMEY 07054 OR EOUN.• �++ ” FMCI ELEVATION ( HV MALE "T" LOCK CENTERMATE -_.566 _. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-TG ALLOY AND TEMPER O QUALIFIED FOR USE QUALIFIED FOR USE W/ Hv QUALIFIED FOR USE W/ HV ©LADE 1OONLY QUALIFIED FOR USE W/ HV BLADE(ONLY W/HV BLADE'@ ONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER' 6063-T6 ALLOY AND TEMPER � 1.917 -1.91 3.161 --_.._— I -\-THUMBTURN .063• Y' - 4 1.030I I .. CYUNOER OR .214•m '063 .062' m' jam' ( f KEY CYLINDER 214' :1 s _3, I 4s I 0.875 Nin. C3� HDC o0 LOCKING ROD3`?~y D C TER ATE 'LOCKING C I G OD O 0 �o 6 QUALIFIED FOR USE W/ HV BLADE 7 & UA QUALIFIED FOR USE W/ HV BLADE 1 & lAQ� HI) CENTERMATE'S INSERT A"-4• of 6063_176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER L _ _-,-� VARIES.-I--hi - QUALIFIED C? IUHN e-20 SS..oR s/B'•-ta 1.iJ0' fi063-I6 ALLOY AND TEMPER _ J THUMB ACCIAL iHUL6STiZEYIS it/2• CYLINDER (SFX ra- S) go - OR KLY _ _ t L_ ANDER IED FOR USE W/ HV BLADE LOCKING RODS . _ LV/4-0 C% HD LOCK ,� QUALIFIED FOR USE W/ HV BLADEQI COL H1/ 3f8"0-16 ACETAL '37, FIV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORRSE LOCKS SERIES 2333 HOOK DOLT LOCK. � 6063-16 ALLOY AND TFM.PER / MES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& to u Q V51INSTALLNION WILL REQUIRE A 7/16' HOLE THUMBSCREWS / FLORIDA BUILDING CODE(Non High VCIOCI( HUfE iCODE: Zone', D�7PFFILLEI) AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED:F LLU L 1 FF V BLADE u QUALIFIED FOR USE W HV BLADE 9 y 1 .•.• -.•.✓��' ®2015 EASTERN METAL SUPPLY.INC. ` �. ��cENSF •. BERTHA W. ` _ IL EC O�imc A.S■S■A, Accordion Shutter System .r H.v. BLADE#i w/aR vi/o KV.vANDow MADE •�. �f// - - American Shutter Systems Ey:N DESCf4FT0 DATE DRAWN BY: M.L. 42 TAUT TESTING & ENGINEERING COMPANY A•. St +c,: Association, Inc. t OLO 11-192- 4/13/15 Onc 4/13/15 6355 N.K.SaM.St,aa.JDS.VROB7A URDERS.L1.OI1M 3Jta 4268 West' Drive z P =�•�' -- '� (305)871-153q.Po.:(3od)671-1e51 --_ -- DRAWING No F(�'('�••.....••' e-..61:6r,«o0-E..a„ West Palm Beach, FL 33407 s ''rrirrV n \ 15-085 SION ED-CO571J41 /0 WALTER frP.E. fjoRnA t;o,9 44167 5 _._ SHEET P.E. SEAL/SIGNATURE/DATE a .3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR T—"-- HV 1 HV 41 3/11"m I 12"MIN TO©InB> PCE Q . HV BLADE t . 4 {1 g6zs /" 1375"n I o62s .o62s ® HV BLADE to ----- i JW WINDOW BLADE .0625' u,�x-x I HV LONG RECESSED NYLON BUSHING 1 _J'Y j n - � - "O OPENIN KNUCKLE 0625 w.7875• Y -I�N• 3 F g ® HV SHORT RECESSED NYLON BUSHING ®_ _-HV NYLON HAT WASHER. _'I__O_p_R ® rc. T B IolaR ( { �� 3 50• RTION Rt. O HV WHEEL CARRIAGE AISI 302-303 SERIES I I `� <4?"0 40 I n -µ s2.8750' X 0.870"x3/16" THICK NYLON WHEEL 3 I -��i 1h-��y-fj��I� I - - „ 1 N 2 7/AMM. i HV K1N001Y li._I______ _ _ I-,137,0_ ___ a3 _ - - - - 0.188-0-41St 362-SERIES-5S. RIVETS ---_ _ --- - f .. f- - -- SEPARATION_t - _4- -'-;;8ETWEFN -- _ _ - - --- --- - --. -0645 CLEAR —_..—�___-.._ I --❑- : BETWEEN ® HV 1 '3/4" ACCORDION PIN,W/ #8 HEAD *' EXTERIOR { 4 I;^ OPENINGS ON C' ERS x37500__ _____ ______ —_— _ _LHV 2 3/4" ACCORDION PIN W/ #8 HEAD 1 o _2 1/4' °;�`+Elr•",""a'ipp��POLYCARBONATE IMPACT RESISTANT HV WINDOW I I i TYPICAL HV WINDOW BLADE- AND POLYCARBONATE HV WINDOW DETAIL 0 O ® -® or ((SEE NOTE FOR II ! kEOUIREMENTS) i AOR ! i *Q4�Y36_QNaIF IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS_UV=STABILIZED GRADE OR SABIC 12o wuoE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN y DR I j _f (SEE NOTE "F 'ON SHEEP 19). WO)Hy i �U i I i (D I . (1) HV PIN O SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR j ? POLYCARWRATE,SOURCES FOR 44 HV 1 BLADE. i EXTERIOR REMJ TYPICAL SHUTTER ASSEMBLY i� '1 ,„ �„R, "s,"""Q°L N..S. 1HV PIN f2 OR 4 AT j RESEmxf '°m`t/IDp°* (2) ITV PIN ® MAY BE USED IN LIEU OF O AND ONLY Al EXT KIR . Pd== I ' EXTERIOR .N COR IKNUCKLES OF HV ACCORDION SYSTEM T HV 0 ¢0.324• � (SEE,NOTE s FoBLADE'S KNUCKLEr; � SIMMIC IRwVITY Asn 0,92 a.3 mM' am row' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. as ® REQUIREMENTS) .rcP- Ir" i TIENS:E 11F10 SIi TH AM D83a 9.400 V..+. 9509 V s.l. \ FUXUFM STMAl Y&W ASM 0,90 12.500 P.v.0 13.wo P.J. (3) HV PIN © OR W/..1/2" O.D. 1/16".THICK S.S. WASHER -Z 5/ nxxvAAL U001lus AS,N IYM 344000 p.j, 399,000 P.d. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, \>� i' i I' I i Fest SHEET 0 NMalm aw ASTM D2s8 18 FT-m! 17 n-®! mr .>..,.g._,.��._..o . WHEEL CARRIAGE DETAIL SVO F 8 IT 9uRN9ic ASTM ASM 089 C-1�4r _ 84.s x p.{g, ASSEMBLY LAYOUT RATE ai Asc-1 cuss awls SSFVxRUDON ASM 01929 IOW T 9 980'f ASTY 0133 TEN41ESTPEN0714 ArMi 4TAA16 M ASSY 8.18 9302 Psi. x890-1 (1) HV BLADE SOLID & (A1 HV- WINDOW BLADE DETAILS r'56E�°u°'m"rATIC '° "r""° °"1 p'` ODP" N.T.S. FLORIDA BUILDING CODE(Non High Velocity .Hurricane Zone 0 2015 EASTERN MFEAL SUPPLY.INC. BERTHA HVTM ,1Cfl�l AI.SI.SI.A■ IL EC O �N�. Accordion Shutters stem Ir. KV.BLADE#1 W/OR W/O KV.WINDOW Y BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ry, DESCRIPTION DATE :'DRAWN OY--ALL. ATE OF *'_ wu„� 38vc n,St.3x1,vJiGPN1 L'AADENS.FLORIDA 3116 Association, Inc. :1 OLD.11-1 B2 4/13/15 DATE '4/13/15 PtwDe:(305)871-1530.F.:(]°5)871-1531 4268 Weslroads Drive '2 DRAWING No F� ., ORIDP .•'c�� P-Dw1:Bitec90ool.00m WesL Palm Beach, FL 33407 ° 15-085 LNGNo °''•s/ONq�'ENG� ��`� WALIFR EB-00067 TILLrf Jr.PE P.E. pJltf/31a1 �URE/DATE Hoxton Lr p 941e7 5 SHEET 6 4 OF 20 r �2•p��$, !� *NOTES ON HV LOCKS AND CENTER T6: e c 1 MMM&TDV CONDRIQN,{1:ONE HV LOCK or SHALL BE USED AT 1/2 OF.SHUTTER.SPAN FOR ANY SPAN / 6s• �• ®. OR 12'ABOVE OR IB OW ]]J/2.OF SHUTTER SPAN FOR:SPANS UP TO 105',AND FOR INSTALL T ANY ELEVATION. HV LOCK 2�or Q5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO qt OR C04TE.RMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �1 m �J \\ 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 70 TWO HV i L 66 m0 LOCKS�� $OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNEC110N OF LOCKS TO CENTERMATES V OR SHALL BE AS.INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE_-- INDICATED ON TYPICAL SHUTTER ELEVATION. DD-HYD USED W/M HX LOCKS) LOCKIN12 WUD ONLY GRODSAREN ENOTR OU RED7 AT iURRICANE POSITION. BUT MAY 1215 E USED IF DESIRED TO ENHANCE SHUitER PERFORMANCE LOCKMG ROD504 OR AN ALTERNATIVE DEVICE MAY-ALSO-BE USED-AT STACKING POSITION (NON HURRICANE POSITION). T 4.MANDATORY CONDTRON i2:ONE HV LOCK Q�' SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN - --- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or at.SHALL BE USED AS AN OUTSIDE OR INSIDE,LOCK, Nk' ATTACHED TO QS CORNER CENTERMATE W/(2) 1/40-20 x 1/2':LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS SCIS „'^ I AT TOP& BOYTOM SHALL BE USED.,LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -MAXIMUM-SHUTTER-SPAN-SHALL-BELL-TERMWEO_AS-BER_SCHEDULES SHOWN_ON-SHEET_12____ 5- X/SYMMETRICAL CENTERMATES ft - S` 55ONE ALTERNATE HV LOCK 2O MAY BE:USED IN UEU OF HV LOCK or; FOR ANY:SPAN AND U - 5=* 4 j� W TIONS:AT ANY'ELEVATION.ALTERNATE LOCK 4� MAY BE USED AS AN INSIDE OR OUTSIDE.LOCK.ATTACHMENT OF 1/4'0-20'x3/4'S.S.THUMBSCREW TO @ OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4�ALUM. z 1 Yy RNNUT AS SHOWN ON SECTION WE. SHEET B. ONE LOCK SHALL BE USED A7 o 7/2 OF SHUTTER SPAN OR TWO nay zz LOCKS AT 1/3 OF SHUTTER SPAN. 6. M!AIDATDRY CONDITION +;FDR KEYSTONE MOLINRNG_INSfALATOHS: ONE HV LOCK�q or 5 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 ll TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 03 or®or•0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'=20.x 1/2.'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL,BE,AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CONNECTION OR r�TOP AND BOTTOM IS COMPLETELY MANDATORY. _ DETAILS ON D F E H 1 1 K L Y P 0 B V W X .. SHECIS 10 TULLE 1 . 18 TY�HEIGHT. I' _- "NOTES ON HV:"T" LOCKS AND CENTERMATES: i _ .. --- OF CORNER 1 SECOND LTETC::IE TO MANDATORY CONDITION”�1 V/LD dNLY FDR FIV'T'I=30 AND CENTER LSATES�AND Moro '-- - CENIERMATE ONE ALTERNATE HV'I'LOCK�d MAY BE INSTALLED INT LIEU OF HV LOCKS'�5I OR�9.FOR ANY SPAN AND 1 a,7 aA 6�•/7 w$10010 •(13 w INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK(Sd MAY BE USED AS.AN INSIDE OR Opj`SIDE LOCK.ATTACHMENT O �� `� OF LOCK 0 INCLUDES USING REINFORCING LOCKFU2 @7 ,AS SHOWN"ON SECTION FIVG, SHEET 9•WHICH MUST 13E C�,5$)m • L 3 w 1Q.©w --.--_.. CONNECTED TO CENTERMATES CY AND®W/ 1/4'0-20 x 1 1/2'LONG SS.THREADED BOLT W/7/8'0x 3/32' J O WWGNUT OR W/ 1/4'0-2Ox1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' �6 • @-(6D+ 7 • w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM Is MANDATORY. 113 181w�•�a�w�8�,��w "ear 8Iw s•�31w 1 91-11344.5a •NOTIzS ON HD LOCKS &xCENTERMATES: 1; - �s ONEAL7ERNATE HD LOCK(3� MAYBE USED IN LIEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV Loacs OR _ rOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 04 MAY BE USED N.T.S. AS AN INSIDE OR.OUTSIDE LOCK.ATTACHMENT OF HD LOCK�TO(g IS W/3 f8 x 3/8'F.H. SS.M.S.,AND INCLUDES REINFORCEMENT.INSERT 0 AS SHOWN ON SECTIONS:HDB-HVA AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF:LOCKING RODS 0 IS COMPLETELY. OPTIONAL- ORIDA BUILDING CO ( on High Velocity Hurricane one A. ®2015 EASTERN METAL SUPPLY, INC. r BERTHA HVTM ASS- A Accordion Shutter System H.V.BADE#1 W/OR W/O KV. VANDUN RADE American Shutter Sysfems V; ..DESCRIPTION DAZEDRAWL BY: Ml. WT TESTING & ENGINEERING COMPANY a= STATE OF TI r4 d El=N.W.36N.R,St,.175.V ZA GA^DD6,FLORIDA MI Association, Inc. + OLD n-1 s2 a/13/1s DATF- 4/13/15 �. pi—:(3°5)871-1530.rax:(MS)e71-1531 4268 Wesfroods Drive z DRAWING No 0s bftmA aol.com West Palm Beach, FL 33407 s *14 8�ONAL ENS.``�1� NALTE�A°nu''�,.P.E 4 15-085. 7R'T 1AAA FLOROA Lk.g 4A167 5 SHEET P.F. SF.AC lft'Nlt K/DATE 6. S OF 20 --CONCRETE ANCHOR'S POURED CONCRETEOR -- POURED (SEE SCHEDULE ON REQORED BLOCK 1/4.0-20x3/4'S.S. POURED" CONCRETE- ( SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED REOUIREO_ {� FO,R,� - (SEE SCHEDULE ON W/1/4•-20 O�C7 NUTS'O 12.O.C. CONCRETE ANCHORS / 17 18 OAE(�1E AWNING QIJ ON Sf4EE3 7) (SEES 17) (SEE SCHEDULE ON SHEET 13) 1. 1• . I-- Min:, 1/4.0-20x3/4'S.S. — _-- 2 OR 14 I - -- - EO EDS�-'MACHINE SCREWS -�• __ EO USING 1/4'-20 NUTS 2 r I O 12.O.C. / E.D.• j/Z. .250'Mox. -- _ _—_13 aR 5 ; O/ID�. --- \ • 1 r I O EIM 1-5 .M75c0x.• I 3r..250-Mox. ornoNAL - - - - � _ `-OPTIONAL 10 Com"S -..-- - -- S FCR RION 9EE1 `�' -� - ♦ - r MIN.SEPARATION r0 GLASS _ -•- - -__-_ - $�rvTrn 9ALE 9sru'-el' ------- -'-. s�OR ��-- ,1 - —-- -- - --_ - -- - - - - - - -EXISTING - - 4+ - - 1 -- '- - --SEE-SCHEDULE CN,SHEET 11 E705TING i Qi DAtT 19 fi7i I f. r _ __ _ I _ __ `_ 1.-_ __. CI ASS ( - _')-.___ __ - 1. BVGESIDh Lri) i MIN SEPARATION TO GLASS __ �- ' GLASS'—i —(SEE SCHEDULE ON SHEET 11)..- ' 17tI "IN - -— -- -rA, -HV-WALLH ADER INSTALLATION U HV WALL HEADER INSTALLATION (B) HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS 1OR -� "---- rH --J�- - IXGlAN6--f fNt 47fRi1MN . I III 1 D(ISTING -(SEE SCHEDULE ON OT SH11) 1 TO cu¢(5EE I r I MIN.SEPARATION IU CUSS I I CLASS 'p43Xu W DCET I —(SEE SCHEDULE ON SHEET 11) n raR axE 7)Aw._ ON 96Er 19 ' foi I[{{{r�Ayyydlij�(i.i �LLLyyy_h� i - _ -OPTIONAL 1h/l.v_dx.. 1 SIING [1Y25 m& CLASS- F. -1/4'U— OPTIONAL 35 D. j YD. / I iV I I ;I -E -CU- 3 OR `'��CR 14 /L i : - I �� 1/4.0-20x7/4'S.S- 1 1 Min. / / •• OJ HILLIPS PHILLIPS TRU((HEAD (' CONCRETE ANCHORS .1RUS3 HEAD MACIIINCPSCRENS MACHINE SCREWS USING CONCRETE ANCHOR( j//f _ 1/4•-20 NUTS 12.O.C. _E� C -. ( (SEE SCHEDULE ON LV/ 1/4•-20 NUTS o 12.O.C. (SEE SCNEDUIF ON SHEET 13) / Min. POURED CONCRETE SHEET 13) POURED CONCRETE ` OR CONCRETE BLOCK OR CCNCRETE BLOCK --f_•�,_./�..- REQUIRED WALL.REQUIRED t(SEE S TE ANCHORS OD HV WALL SILL INSTALLATION SEE 14LTULEc" �t�HV WALL SILL INSTALLATION POURED CUNCRETE__-� SHEET 14) OR CONCRETE BLOCK WALL REQUIRED E, HV WALL SILL INSTALLATION Ei01L£OR_COMBINATION OF SECT79NS: INSTALLATION_ DETAILS W/ 1- SEE SHEET 4 rOR TYPICAL SHUTTER • V. b. =EDGE D'STANCE ASSEMBLY ♦ S£E UNIfA1:0115 =1O. HV= BLADE 2- MOUNTING SCCTIONS.CAN.BE COMBINED SEE SPECIFlcaDONS ON SHEET 13) BADE d IYV SH 1N ANY WAY T6 SUR ANY INSTALLATION. IlHllllh FLORIDA BUILDING.CODE(Non High Velocity. Hurricane Zone \``=\P��R••:•• / ©2015 EASTERN METAL SUPPLY, INC. V ��GENSC P; BERTHA HVTM F = _ 'G oO Accordin Shutter SystemI LS Sa FLV RADE of#1 w/, OR w/o KV.WNDON MME American Shutter Systems :N DESCRIPTION DATE -I DRAWN BY: N.L .a: - TIWT TESTING k ENGINEERING COMPANY 9. SAT TE DF Q= Association, Inc. 1 OLD 11-192 y1a/r5 Ome: :a/Ta/15 6555 N.N.SLIR St.Sb JOS.vaGwA GMDEN7.FLORIDA 3J1 4268 YVQstroads Drive 2 - Pr ne:(305)071-1530.Fax:(305)971-1531 DRAWING No o--11:tiPcwoo I. West Palm Beach, FL 33407 s %,Fs' •......••G� , 4 15-085. 'n.S/GNAT EN WALT.01BA LUT1 Jr.P.E. rr'rrhu 111\1HA FLORIDA U..A 44167 s SHEET P.E. SFALJ�tLNATURE/DALE 6.. 6 OF 20 POURED -CONCRETE ANCHORS I -u L gvRA11;+: I _/t t QR R'1� i. . \— 1 M uN. Iw .. �1 "J CONCRETE (SEE SCHEDULE ON SHEET 13) 10 GLASS I m C ASS(SEE '1 �J '�-7 E�(ISTINC SQmUE al sfiT I(SEL sa®ue an REQUIRED _ __JT_._ EDGE OF Ti (FD GLASS_:' ro 5,4 ; - sltET il) f. -sLAB IF D• -Af'PUCABLE EXISTING . DAOfS(D&� a i^(sasocwlc._ , 9. ' / ��f ' d shit Iq I \ i i i ALTERNATE 'i i t l i EXISTING F i CHO LOCATION 1 1 -..-.— 1 -I I I -_—I 1 I GLASS 11 810.3/4'HEX WASHER HERD i i 1 ✓ DR )3 OR 1 5 ,S i I 1 3/II NM.. TEK SCREWS a 12"QC. EDGE OF J/8 NM� CONCRETE ANCHORS 8 APPLI�CAIBFI.E 6 I 7 (SEE SCHEDULE ON SHEET 13) E EDGE OF EXISTING i - '' _ - _ ✓ !. / �' // 11 __ __ jl SLAB IF GLASS—�_ EDGE t 1/2 1. ME. APPLICABLE - SLAB I Mn SEPARATION APPUCASUE .E.O.. E.Q. CAB E - POURED FLAT HEAD CONCRETE ANCHORS �[roD1llaEsd(9�Et1' CONCRETE POU1 D+ - CONCRETE ( ) POURED _. _ _ _ -. REQUIRED FLAT HEAD CONCRETE ANCHORS E SCHEDULE ON SHEET 1-(N 5itu-IS rw_ _ QR COCREfF / _ __ .I RIDFS(D4.({T,T__ _ _ _..__ ' . -REQUIRED '- - E.:O' - ___ _ __—E:D.�_ --.._ _FLAT SCHEDULE ON SHEET l4)_ _ --_ REQUIRED SE It .TRENCH INSTALLATION --- - - VALID ONLY FOR UP TO 470, -75 PSF D. 04)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER l� HV FLOOR INSTALLATION t SCHEDULE 83, SHEET 11 _n_HV CEILING INSTALLATION -- -- - CONCRETE ANCHORS i'- ...LE ON_. CLASS- GAGS I-"' _. -- _-.(yi scPETaJts'--- SEE SCHEDUt/4--O ITW MIIEX fAPC0N p/ on slm3 tt) 1 SHEET 15) AwgxlD THREADFORIT ggi},O I I I M!7ING _I _ _.-J,- TEOMCEOGY OR 1/a'6 TVXf� I. 1/<• G70S)1NG EXISnMG- ,mt mwu110N ro awss I MAX. GLASS--I FAS'RTilS TMPclif:AIaD10R5 W/ GLASS�i GLS -ila so�.ac oN�m Itl I: __-_� __I'I -n xvwwton ro 1 3/<'NN.130EDtE7R O V I-S =ZIz d 9tfp1 11) 1 Or FOR UPN 6•-0'SPAN AND 1�1 I I �\<'O.C.FOR SEMS LARGER DIAN �l 1 I 1 1/4. 'I' Z'I SbUWT ATR TEKRf FA51RtER HFMO e-Or MAX APPLY� + i I -rMAx. / ! OrP.)(�NurE tt ON s¢ 11 _ / 1 si I... t 2• I W ' F p+ ,: _ ''__ 8103/4 HEX E. Tern tnermlaJs 3/8 _ MAX. `/ OR 1FJ .. - i i NWl 1 I Il SCREWWASRR S - -»/ !i i W.SEALANT.-, 8 T4x3/4" HEX READ 1 e" a 12.O.C. % / ® \ _ ' eGe. -: ,'s 1/4'i-2Os3/<•SS MS // �- i TEK SCREWS.19 9"D.C. ' /r-/..__ 1 :. CONCRETE ANCHORS 6 7 ! i7 81a:s/<'s.Ds. I/�- _-- i 1/s� -U 12 t7<•e-zo xr OR 1/4b-20 5.5.M.S. + �'O �.O 9"0.C. Mar< 0 17.O.G 1V/ NUT p 9'O.C. .._(SFE SCHEDULE ON I ..- y 7/J( f I• :i:/// SHEET 14) !/ I _ l / ...... I I 4• WOSTMO NON SRRATNE r OR / 2.00'MIN. WNL I TN(DECO211PoE / 17 18 t/z - 1'_� 17 R 18 L .. E.O. STU) EDGE IF 1� \ \ JI'IYS/4"F.H.S.D.S. . PODREU CONCPEIE 1 7/8�/� 1 7/8 % / APPLICABLE ,__CONCRETE ANCHOR; ` tl 9'O.C. - -RECUMED / l SEE NOTE 13(D) SEE NOTE 13(b) E.D POURED CONCRETE 1 (SEE SCHEDULE ON ON SHEET 1PQUREO CONCREfE ON SHEET 1 fill / D,�-' - OR CONCRETE BLOCK SHEET t4) ---- D. — OR CONCRETE BLOCK - (-- - -- - REQUIRED REoulrrD !J KEYSTONE MOUNTING ,72INSTALLATION O!'TIONAL POURED f \ MAXWUM ASO.DESIGN F0'-0' :♦8<,_72 P+l Co.GRL-1T- (� HV WALL�FLOOR INSTALLATION �L) HV WALL WALK—OVER INSTALLATION . MAXIAUM SINTTEH S'M!9'-0" REOUIRCO CX HV RAINGUARD INSTALLATION t tit,,•. 1j-,.OTE FOR COIABINATIBE ML ON OF SECRO.NS.: D t 1REMOVABLE MIHIS IEN EON R SMALL ' E D. = EDGE DISTANCE TONT OPERABLE EXIT SEE IIMITAnONS Or USE FOR 1- SEE SHEET< FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET I3) OR ENTRANCE GIME 1T ON SHEET 19 INSTALLATION DETAILS W/ C1� HV BLADE ASSEMBLY IN ANY w v TO sur°NANY INNS°AL.LATION. FD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A 'fit ?"1A'- &9.2015 EASTERN METAI. SUPPLY, INC. . BERTHA HVTM �yaQ�' \r.ENSF''�9''- Accordion Shutter System IL E C O i Nc. A.Sp.S.A. HV. �E#1 W/OR W/o KV.�,NDDWy�IaDE American Shutter SYstemS _EW,.- DESCRIPTION DATE DRAWN TTY: MAL TIl1JT TESTING do ENGINEERING COMPANY ti'•. STATE OF wr,N.W.3Ga.s1,se.�,V GPfA cNDENs.R NDA MIR Association, Inc. t OLD 11-192 a/13/1s OATS - '13,15 (305)871-1530 Poonc (305)871-1530.Fax:.(sos)an 4268 Westroods Drive 2-1s31 DRAY✓TNG NO e' R G� oa:en«woa.�oro West Palm F3e0cfi, fl 33407 3 15-085 F�''. ... 'N ED-ODGs719 < ''��lpW(7S�JNAt �\\\\\SSS` FLe�nLL�J.P. a SHEET P.E. SEJL 91dgXhRE/DATE G - 7 OF 20 SEE END 41ALLCO ECTION AI ON SHEETS 10 & 18 SEE NOTES CN LOCKING NODS33,HV LOCKS 0 ar•:Y Y INSTALLATIONS W Z(I HV **AND ALTERNATE"HV LOCK 0 ON SHEET 5: OUT 9P IN I �EXISNNG GLASS MADE SLACK DETAIL INF tS VAUD FON ALL BLADE W HV CENTERMATES LENIFJHNATES APPLIGTON WITH DLAOEOI I r«®"'©• 7Ooa®w10-®�+ OR - SVP FND WALL CONNECTION 10•�aR©•®wQ:©:w ) EXISTING GLASS DETAILS ON SHEETS 10 & 18 ®� z•,z'x1/e'x0•-z' 8 • 8 a6 9• 3 19• 5�a3 1/4 7• 6 1/2• ---- - _----7• -: OO OOOO _ _.. - (6083-r6 �Dr)nluu.- - - OPPOSING _ SYMMET ANGLE W/(2) 1/4.07APCON - 1/2• en©•@_ R-YCA _ _ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (Top/BOnOY)& i 810x3/4•S.N.S.® 12• To GLASS D.C.FUIl LENGHT. SEE SCHEDULE (4)g1O.1/2•sus 10 T1sE I W/ HV LOCK 24_or 5 Wl HV LOCK or r2` AT EACH ANGLE.(TYPI _ ( _ -_ - - _ - - - - ON SHELT 11) 111 - * 35 5 - - _ H -- -- - - ' 7 * __ -Q 5 2- 3 ® -T --- —— ---- - -- - ® HVB LUT ® a ©* HVC l w w 6 7 8 x+10• 3 10 �°©•©°"�'©� HVA ©a®ce©'Orn®ce10•®3w /(� POURED CONCRETE 012 O'O•©ce©•O'� I ... .. .. 10•®w_Q•®rn©•©0P / EXISTING CLASS TII OCK WALL oLlsnNr, SYMMETRICAL * I N 6 • 7 w 6 7 w MAN.SEPARATION — + GLASS -� O i .�•O 8 ®"I9•Qw 1®•®5 \EASTIN CENTERMAT S L� Q.©8 oR 1©•"®w® ®w To GLASS 5 _.— GLASS c C») * (SEE SCHEDULE OPTIONAL ON SHEET 11) I 1 ©'® ® q ©* Z _ (INTERIOR) _ ®•®oT MIN. SEPARAnON ✓ jI!- l TD GLA.$ I N OPTIONAL SCHEDULE ON SHEET 11) (INTERIOR) i - CUT- — ---- _. ANG A --_•A.� - I 6VARIES %�Z, zl �• .._ 9v. .,iz•MAR.SLACK ---- - OUT 2C (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Ron HigFi Velocity Hurricane Zone � '['�','p' ©"2015 EASTERN METAL SUPPLY,INC. Gl /TS BERTHA HVTM EN L ECO �N�. A.S.S.A■ Accordion W1 CRWOhR.WiNDOyam American Shutter Systems - nFSGRtPnoN DATE DFV.VN RY: M.L. CC TILLtT TESTING & ENGINEERING COMPANY kisoclatiOp. Inc. 1 OLD 11-192 4/13/15 DATE:- 4/13/15 ��• STATE OF •� X19 M.W.J6U.SL.fila.JU3,Wtf.IILA NVNQ15.RaR4N 3716 4268 Westroads Drive - 2 " '0'4b Pune (305)871-1530.Fox:(305)971-1531 DRAVVINC No a-mc11:1$aaoWaa.— West Palm Beach, FL 33407 15-085 `. WALTER; En.-0006719 TILLIT Jr.P.C. 4 ALL•�\C. ` noamnAUt.111 44167 5 SHEET P. �'ftAL� At(A11`Ji(E/DAiF. 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK Ci0) H MALE FEMALE."T" L C S CENTERMATES--go_ 9 & LOCKERS 1 HV BLADE SEE END CONNECHON DETAILS ON SHEETS m A IIs INSTALLATION n HV. BLADE oUT IN `?�°�" � 1 mSLACK DETAr Mff.NIL�,FD DN S a. W/ .HD CENTERMATES � AS WELL AS UNVERSAL FLOATING RIADE(DDETML HwYHYO. ®@®..©.O7 m OOCATED ON MS SNEER.WY DE MED MH ns e1T[RNA SL'C END WAL CONNECTION--=:, ID•®a®•�©•©°' wSTALu1bN DEraL 1N.;stiawx 1N nas•aeEr. DETAILS ON"SHEETS 10 h 1B J 00 - {COB]-TB uLaq auu. - I_ a®.0. - - ET TO CONQSIC -'_1 .—_ _ HK) _ _ _ RDPMoTTw)k L_----- -- ------- ----- ------------'- - ----- -' ----- ---- S - (aP1x1 (wnoAAU + - N)l:o,+/z'sus ro Turc •hos/A'sus o 12, ^. - _-- OC IML ll)I(Alf. # 1 IN Ar EACN Anne.{1w) I N ..(.)H.v. nN.SEYAUTId. 30 HV "T" PIHs MP.) ..3 3/a•I .zH• tiNs(n'P {sa azcJuc 5 3 LOCK (INSIDE) 5 - 1 28 - 29 1 L 1 1/v a 1 1 v � 31 oR 32 {33 31 oR 32 31 oR 32 31 oa 32 �... LTEU # 35 2 1/4" TE-20 x 1 1/2" S.S.M.S. Q *YE NOTE 6 FON HV LOCK® © � W/ 7/8"0 x 3/32" WINGNUT. (wmNAL)HDB-HVB AUT (u,•,1�71w HDC-HVC -T-LOCK.ON SHEET b. # SlIAMETRICAL HD CENTERMATES D HV "T•• LOCK (OUTSIDE) 26 SYMMETRICAL HD,CENT�RMATES O W/Q- LOCK (EXTE-RQ8j QL LOCK !NIT RIOR t SMS 9...NUWNW HVG* (2076-T3 NLa*LWM FLANGE iHo1 ®RR©•O"'® iD•®m ,TT NUTSERT,PART J=U, 10a®-®•@mQ•®a FLS NANUrACTURED BY AVUEL DOW TExTORN.PARSIDMM'.NEW JERSEY ©•O•Dm©•OO •®a OJDS1 OR EOWL. .. ._--_- 8 •®�O: /om� -,- -`� F ROTLSw LoC ROO(;•! &ND®Loom Cr 9CET 5 /v --© 1 VDY.IL==....0 6 W.BiADE®OI�1x,Na oDBOAmns ulvalx.rs..r.ADE 0. HDD—HVD#� FLOATING STACK T FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC_ ��GENSF' �9_ BERTHA HVTM IL �-qo ,N�, A■S■S.A■ Accordion Shutter System 1LV. UJAM#t w/GR w/o H v.WINDOW BLADE 3�j/ '* AmerIcan Shutter Systems V:" DESCR1Pn0N DATE OIiAWN.W. N.L. ITAT OF ��= TIL IT TESTING & ENGINEERING COMPANY Bas N.W.awn.SL,s1..'05,vii Gcm GARDENS.FLORIN a316 AS9OCIOtIon Inc. I OLD 11-192 4/13/15 DAIS: 4J 13/15 ' Ph—:(30S)N71-1570.Fu.:(305)S71-1531 4208 Westroads Drive z DRAWING No R Dal:6N«�aa.�Rm West Palm Beach, FL 33407 3 AtE`,�.�`` Wu,rEB-0A.00871',.P.E. , 15-085 "I Is Id��` rLOREA U�.9 44767 a SHEET P.E. SEAtJ�`I INURE/DATE 6 9 OF 20 ----------------- --POURED CONCRETE __ POURED CONCRETE PCUREU CONCRETE POURED CONCRETE OR \��•� .Oft CONCRETE —J / OR CONCRETE -_ J _ OR CONCRETE CONCRETE BLOCK WALL / [7LOCK WALL REQUIRE[) BLOCK WALL REQUIRED Il REQUIRED BLOCK WALL REQUIRED Ex1SRNC CLASS EXISTING GLASS CONCRETE ANCHOR -!X! - S 2 'MIN EXISTING GLASS 1 1- EXisnrvc cuss o t s D.C. M 17.SEPARATION - T - -2"MIN.-. TO( (SEE �sN.senar>.AnoN 1 M!N.SEPARATION : SCHEDULE ON 91FFT 1D.MASS(SEE i EQ 1 EQ 70 wss(SEE � 1 t FOR RADE QANT) - 1 TO GLASS(gE I I SOELM.E ON SF$ET 1/16'x3".AIAX:-..� _ - OF!5,4E 79 FOR 11 fDR•BWIE® .-- i SCFIFDLIE a'1 SF�LT' I t FOR RADE©AM (6063-T6)COM. HADES Q dI® / \. .. EHAAD O19 FOR 1/2. i t FOR SDE(DAND (LOCATE ON SHEET AT _ ON SHEET 79 FDR ALUM. CLOSER ' eLAOES 019& ❑7T1ER SIDE 1 T3ADESO�i QUI PLATT= (LOCATE +/2 OF 05 A7 EITHER SITE MIN. ") )-- OF®) ..- _� 4-USE ,"OR 2'MAT(.._ �- 1/2'MN- 1— Q,Ox1/2"S.M.S.�I _._--_ _-. _ _---- AL APPUCABLE)ANGL MAX._ I _--- �10d/2' 0 16'O.C. < ALUMINUM CUP ANGLE m 16"O.C. (GOG3-TG ALLOY) AT MIDHEIGHT (2)1/4 0 TAPCONS AN HORS To- 5 %& � SEE D=1aL x FOR/ 1 OR OTHERASIDL oFp oCATE aTOF2SIDE CONNECTION �!1 OR SEE DETAIL x FOR �OR �' TO,TRACKSm® ETAL x oSIDE CONNECTION _ _ _ .• •Q7 a 8 0•®mSEE D 10.®a__ _ _ TO_TRACKS _____//r ®i.©•Q7 m 8 10• SIUE CONNECTION '® ©•,(-�,`x,O 10•®a __- / 0" ®"—_- - -I-+O•®'0•-0-0.0-- - - --__-_-TO-TRACKS- _. 10• `�"®•©'°.__.-_-__ _ ,a•®m© ©©� ,a ®m©.®mp.©P l._©•p•©a©•0•®a o•o•©a©•o•®m ©•:o•©a©•o•®Q ®,®a��a®•®m ®•®m®•®mo•®m a0•0 o ®a®•®��•®m® N DETAIL 3 END CONNECTION. DETAIL END CONNECTION .DETAIL 10 END CONNECTION DETAIL 2Q END CONNECTIO0 F RCQUIRED ONLY FOR SPANS GREATER THAN 12•-0- POURED CONCRETE OR EXISTING � EXISTING GLASS / CONCRETE BLOCK WALL REQUIRED GLASS / 1p,6/21 SEPARATION 6 1/SEPARATIONsS.M.j Y I ;i—TO MASS(Su: Mw.sTPAwva -_- _ OR®OR0OR LON_ T0 CLASSD/1 MADE(D AND CONCRETE 1/2'MIN SCHEDULE ON 4E1 ___ OR OROR 1ONSHFIET 19 FOR ANCHOR O t+ FOR RADE BUDES m 12•O.C. 5 RnD6 m&® - oR 1© ANCHOR I I ED - t aD ,6" O.C. ._1/2'MIN. !- I .._.._ .... Lf _1 2'MIN. - --_ i .�..._.- L - --�—! EO �OR®OR@OR 2"LIIN. 2"MI/ ♦ SYE-UMITATIONS,OF,USE FOR VIEW Y BIADE 1A ON SHEET 19 OR 1 3 OR�OR�OR 1� L. 5 -- — d OR Q• PLAN DETAIL X V OR ®• ! ®a©•QQ m® iD•®a L POURED CONCRETE OR ©O�® +� ®a - Rr� END INSTALLATION CCTICREM BLOCK WALL 70@®a©•`l7�_©•©' RE.OUIRED �'°m®"©•®"©'�� -©•0•©a©•0•@T (1- HV BLADE .OR tl HV WINDOW BLADE INTO © O.0a0•0.0a ® ®a® Oa® �s CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� QB•®a®•®a®•®a®® END CONNECTION. DETAIL© mp® FLORIDA BUILDING CODE(Non Nigh Velocity, HurricaneZone m:2015 EASTERN METAL SUPPLY.INC. �Q ' CEN �9 BERTHA HVTM A Accordion Shutter System S SA ■ ■ ■ ■ KV.BLADE#1 W%CR W/0 H.V. WNDaW BLADE American Shutter Systems fl,_ DFSCRPTION DATE DRAWN 6Y: ML TILUT TESTING & ENGINEERING COMPANY Association. Inc. .t OLD t 1-192 4/17/15 0A7C: 4/13/75 STATE OF =�` 63]5 Nb.36 .St,5tx.3M.VIRGINIA GARDEN.FLDRRmA 331 4As Weston, nc. z •• Ph— (305)871-1530.Fcx:(305)671-1531 DRAWING No -• 0RID .G��`� —.6d.Idleaamv— West Palm peach, FL 33407 3 rj-085 ` WAILER AEU-�PINtJr.P.E ° P.E.�rSSV)f9L&RrURE/DAT[ FutnA L 1°167 G. SHEET10 OF 20 SCHEDULE SCHEDULE #2 SCHEDULEw . 1#3 MAXIMUM SHUTTER SPAN` "L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" +:NOTES• ' ft. FOR INSTALLATIONS W 1NcrA1L AT10N LEGENn� - ( )• / OR "L (ft.) FOR R •L- (ft.) INSTALLATIONS_ - CENTERMATES. @ &®or or OR W/ W, CONCRETE:& WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE HN. LOCK ® or ®or or & W/ ONE HV LOCKS MANSORY. POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK 1V/ '0 LOCKING RODS�S or ONE HV:LOCK or®or® OR W/ NO LOCKING WALL A, B, C, D. E. M, N. 0, P, 0, A.S.D DES DESIGN SURE RATING-09. GIVEN NEGATIVE CENTERMATES ® &®W/.ONE HV'T" W/ NO LOCKING RODS 0 'ODS MOUNTING F. K & L R. S, & V. LOCK I& W/TWO LOCKING RODS 0 TOP & (SEE NOTES t.it) (VALID FOR MOUNTING 11 (2) PROCEDUREAXI -'TO DETERMINE MMUM SPAN FOR BOTTOM SEE NOTES tt� .. . .... _ SHEET 7)- FLOOR/CEILING G. H. I, 11, J: T, U; W & X WALL MOUNTINGS.(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS/� _ CONCRETE&WOOD MOUNTING Ll - CONCRETE: &:M FD-DFS .DES CATION �` . . .. ... GIVEN A POMAXIM ASA:N(31GN PRESSURE RATING, Asn.tvsn� - WELD-DE4U1 AS:D.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR CULING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN •L•F'FROM SCHEDULE. MOUNTING - -- - IRVING A< R`IRNG FLOOR/CEILING MOUNTING __ _ __GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, R6W1' IIJNG MOUNTING - ' (P.'•L)- .--- -� OR--- _ __:_.�._ ______-- _ ... .. DETERMINE-MAXIMUM SPAN Uz= FROM'SCHEDULE. _ (�OR-) ____ (�GR FLOOR N.L MOUNTING _LT(ftJ L-(IQL+ (A) L-(nl L f (ft) t-in) y L. (n) L-(ftJ O MAXIMUM SHUTTER SPAN "L+'OR "L-" FOR INSTALLATIONS INTO WOOD SIIALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0' 16•-O` I6' 0' 30 16'-0• 16'-0' 30 16•-9' 16'--0' 105 psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN -L+'AND'L - — .'___.. _ __35., t4.+t0T--'14'-10T. .15 2.__16'_0 35'....--- :.10 „14.,tO_.,, -35. _ -:y5'-2 16:-10 - _ _ _ _ _- FOR 40 13'-10' :JS-10' 14•-7" 15'-2', h0. 13_10_Y 13'10" ., 40 14'-2 - 15'-2 - 7-(3)-PROCEDURE 70':DETERMINE=MA)XIMUM'GS ..- — - - - - COMBINATIONS IN BETWEEN-WALL-MOUNTINGS 45 13'-1" 13'-I'- 13'-4' 14'-3" _ 45 _13'-1•_ 1_3-1' 45 73'-4' -'14'=3'_. 1' HV CORNER:CENTERMATE�3-MAY 8E USED AT All W/ FLOOR/CFILING MOUNTINGS:- 50 12'-5" 12'-5• .12'"B' 13•-7• 50 12'=5' 12'-5" 50, 12'-3' 13•_1' MOUNTING INSTALLATIONS. LOCKING SPECIFlCATIONS _. _, _._ ._,.__. _-- -- .SHALL BE AS INDICATED ON MANDATORY CONDITION (j2 55' 11'-10' tI'-10' 12'-I' 12'-t1' S5 11'-10' 91'-10' S5:' _ .11=1. 1)'_11" .. .. FOR A GfVEN,POSITIVE ASLO. DESIGN PRESSURE -60--` 11'-4"--I_VZ4"-_-'19'-T 712,-4• __G0 -11'-4'--11•_4•. ....60_,. __10'-2'�--10'-11" ___ _NOTE. S..5HEET 5. _RATING:. 10'-10' 11'-1' -11'-11' GS 10'-10• f0'-10' 65 9'-5" 10'-1' DETERMINE: .. ._� _._._____ __ _ Ll+- MAX. SPAN FOR WALL,MOUNTING INSTALLATIONS. 70 i0•_fi,• 10'-fi' 10'-9" 11•-5.. .70: 10'-6' 10'-6' .. 70 __8'-9-_ _9-4' .... .... .. Lei= MAX. SPAN FOR FLOOR/CEILING MOUNTING - 8._9. INSTALLATIONS. 75 l0'-1• 10`=1• 10'-4' I1'-1':- 75_: f0'-1' 10'-_1' %5 - tt EXCEPT THAT MMUMUM,SHUTTER SPAN'L+"OR 80 9'-10' 9•-1 D• l0'-0' f0-9' SO 9'-10' - 9'-10' •L--"AND MAXIMUM-A.S.D.DESING PRESSURE RATING FOR FORA GIVEN NEGATIVE R.S.D. DESIGN PRESSURE. INSTALLATIONS INfO CONCRETE OR C_O•`_,'CRETE BLOCK 85 9'-6' 9,-6' 9'=9' .10'-5' 85 - ,-9-6' 9'-G' RATING 90 9'-3' 9-3' 9'-5" 10'-1" 90 SHALL DE UNITED AS FOLLOWS: DETERMINE: 95 _ 9'-0' _8'-9• 9'-•2' 9'-10' 95 9-0' d'-9_ i- CONNECTIONS TO KEYSTONE MOUNTING L7_=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64-72 p.s.f. AND 8'-0" SPAN, SEE L2 MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' W-4' 9'-0• 9'-7' 100 8'-9' _ 8'-4' MOUNTINGMOON SHEET 7. INSTALLATIONS. 105 W-7' 7'-11• 8'-9" 9'-4'.: 105' 8'-7" 7'-11'_ ' - - _. 110 T 9'-2" 110 6'-4' 7'-7' - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO hIF. -d' 4' ' 6'r11' 115 - 8'--2" ''-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN L7+', R1t, "11 /WO 1z-" 1'L0 B'-0• 6'-ii' 8.' 2" 6'=9" 120 8-O' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - -- :8'-5' 125 7-lO' �6'-8" ALLOWABLE.SPAN AND NEGATIVE A.S.D. DESIGNANCHOR -125 T-tQ" 6'..d• g•-o•. - . PRESSURE RATING TO DETERMINE MAXIMUM CH R 130 _ T-8^ 6'-5' T-10' 8'-1" 130 __7'-8 _6'-5• WIND ZONE MINIMUM SPACING. 135 r-7` 6•-:2' -r-9• r-9• : : 135 -7•-r 6•-z' SEPARATION . . . . _--. _- .__._._.. .-- — ASTM E-1996 140 --_ 7-5' 51-11' 7'-7• 7'-6" 140 __7'_-5•_ 5'1 -- — ___.. TO GLASS 145. 7'-3• 5'-9' .7'75" T-3' 145 - T-3- 5•-9" 1 S0 T-2' 5'-7'------- ._._. .1 5- _r-0' 5•-•5' 7'-2" .-6'-9' 155 7•-o" . 5'-5' _ 1 THRU 3 1" 5'-2'� --7'-1" 6'-7• 160 6'-11' S--2'. - _ 165 6'=,0' 5'-1.7 1 0' 6'-4' 165. V-IU' 5_•-1' 4'-it' a-11" W-2 170 6'-9' V-11..' 175 6'_7"_ 4 9 8"-9' 8•-0" .__._175 _ -- J) HV BLADE 180 W-6" 4 8 8'-8• 5'-10' 180 6 6' 4'-8" T85 6'-5" 4 6 8-T .-':i-8' )85 :6 5C -' .4'-6' _. ...__-._ —_ ... _..-._ .. - _190_ 6'74' 4'•.5' 6'-d' S•-6' 190 6'-4' 4'-5' 195_- er_3: 4._3---6--5' .. 5'-5_ 195: 6•_.3• 4._3.. 4'-2' 6'-4:- 5'-3'- - ..200 : 6'-2' 4•-2• . -- 205 s'-i' 'a'=1'"---5'=a= 5:-/• 205 s1-,• 4'-,• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVSM 1L ECOINc. �� Hv.Accord'oRnw/SohK weiwDWy stem RADE. ,{g TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION OATE DRAWN BY:4MXY. G. tT' J * Association, Inc. ; OLD:n-192 4/13/15 DATe 4/13/15 k _ w5,N.W.361h.SL.Ste.305,VIRaNu aRDtHS.Fwq 337 QM WesLraads Drive 2 ? PFR"":(SOS)871-1530.Fue:(305)671-1531 DRAWING No 1 if �-.0;UILeeW.O.— West Pdlrn Beach', FL 33407 3 15-085 . O,� •,fC0R10?,•��r.' 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Yb npj1 !» 111 Ijl II , ! fill, I Ill![ ! < oos N N NII!^ .N N NN^N NiN Nj�H N^^N NIN N N^N HVjN VIVIVIVVVVVIn 1 j I 1 I I III 1 I I '�n � �� j�� YI.V- �I.V_i�!� �1�!�.•,.1^.dl^r ata^Y_Y_'drV rY�I�� j�� O' D O O O O C O O �O O •O ^O D NI V N iG n m C1 O N 1.2 ;y I I 1 li iI MAXIMUM ANCHOR° SPACING (in.) SCHEDULE FOR .NEN MAX. SH n7FR SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. DESI -NEGATNE PRESSURE RATING AND A CORRESPONDING MN)UNTING.ifPE FOR CONaVE OR CONCRE(E.KOM INSM AMNS (SEE MOUNWIGS E.0,&H ON SHtETS 6&7) : - 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONORETk'/001IC EITE BLDCX POURIM 0011 (A) TO EXISTING POURED CONCRETE(Min.fe-3 k9t) LLNmuTM OE WALL SILL MOUNTING ©CEILING'MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON�WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY:I.T.W.BUILOEX.(Mm.I'-=3 W) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISIRIBUnD BY 101 POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.1'c=3 ksi) (R) ASTI.DEEM WAM PNESM MIXG DESIGN NEGV'NE FIS'S W RATM 0.OEM 03AINE P13=W RAT=EpSO 1/4'0 BLUE TAP CONCRETE ANCf16RS W/CPP AS AWNUFACTURED BY FLORIDA FASTENERS DO7ECT,DJC-:(Min-fe'=2 k0i) 3TI40 SO 75 90 120 160 205 30 40 60 75 90 120 160 2C5 30'[2100�- '2 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTITRED 13Y POWERS FASTENERS,INC..AND DISTROUTEO BY ALL POINTS SCREW,BOLT &SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. ISI 12 1O 9 8 B s 5.5 14 72 .10 9 B e 8 6 t4 .9: B e s 6 THREADFORM TECHNOLOGY 1412 .10 B B 8 6 8 :f4 .14 .9 8 -8 6 6 14 9. 8 8 6 6 (Win.fc =3 ksi) -OR LESS 14' T2 .10 9 8 8 8 6 .ISI 12 :10 .9 B B 6 0 14 "9 a 8 6 5 iV.L POINTS SOLID-SET 14 12 10. 9::B -8 :6 7 14 12 10 9..B .8 6 :e 14 7 e..B:8 s-. BLUE TAP W/CAP-- NOTES: 74 12 10. 9 -B 7-SS 3.4 t{ 12 TO 9 :8 -8_ 8: _:6 14 9 B :e" 65: + AA)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TPPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 Be:.G 6 14 12f0 9.:e. B 6. s. 14. B e'..B: l 55ANCHORS IS 1 3/4'.AND FORBLUE TAP W/CAP ANCHORS IS 1 t/2'. 4'-O' 14 12 10 9: t6 4 14 12 10 9" B B '.6 45' 1{ 9 B' 6' 4'SSfa 12 t0 9 B e 8 4.5 td. t2 fb 9 s e e 5.' 14 9' 8 B 0 SIS A2)NINIMUM EMBEDMENT OF 1%4'0 x_3/4'ALL_POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EIABEDM(NT J _ :-_ _ _ _ _ - IA _ _ _ _ _ ._ IMO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS:MACHINE SCREW USED SHAUL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND f4_ 12 f0 9 7S 5.5 J.S - la 12 f0 9 6 _M-M, 6 14 12 10 9' _B 7 SS 4 •SFE ItYRAil0:6 OF OSE,F(M 1'MINIMUM FOR WADS WITH NO STUCCO. 5'-O' 14 12 IO 9 B B G 6 14 12 f0 9 _6 14 12 10 9 6 8 6 SIS_ BIADE IXJ 54EEr 19 IS i2 io 9 B 7 4 - 14 12-fo-.9 B_6TSI i2 i0 B 65 5-3.5 S A3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETE PANELS• PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 47 i2 t0 9 a 75 4'S - 14 12 10 9 B 14 12 10 5 a s a.5 75 _ - ANCHORS SHALL BE LONG_ENOUGH TO REACH 7HE_MAIN STRUCTURE BEHIND SAID WALL F7NIStiES. ANCHORAGE SHALL BE AS IN ICATED ON ---- - -- l4 12 9.3.7S-6.5.4.5 14 12 10 9-'.8- 7.5 5.5 Y '14- t2-'10 9 8.'8`4--5 7S ' _'-- - -- -'NOTES A.1)&'AL2}ABOVE:FOR"INSTALLATIONS ON VINYL-SIOING OR^FJFS YBn1 OR W(fHOM-METAL STUDS_CONSULT TMS ENGME02-ENGINEER. -- --- 14 12 10 .9. B e. .fi. -_ 14 12 _10 9..B_ B 6 _.5 14__12 10 9 8 65 5 'JS _ INSTALLATION INTO SFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 UI i0"6: 7S' .S J 14 12 t0 &5" 7 5.5 1 3 14 12 8 6.5 55 1 3 - ia 12 10 9 B 0 14 f2 10. 9 8 OS 5 75 14 IT 70 ITs e S 4 (D) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 72. 8 6S 5S J - - 14 12 10 9 8 65 4.5 3S 14 12 f0 B 7 5 3.5 3 - 1/470 TAPCON OR TAPCON WITH ADVANCED TIIREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. l4 12. 109 0 B _ 14 1210. 9 67 3- 4 14 12 f0 ,9_ 75_55 _I_. 3_ ' _ - 1 4 0 x�3 4 A POINTS SOLID-�tT ANCHORS.AS DISTRIDIfTED CD ALL POINTS SCR ' ---_-- ----- �•-Oe 1'4 "12 10 8 BS 4 --14 -12''9 75 6 4.5 JL5 - 14 10.5 7' SS SIS 3.5 - - ---�-- _- ------------ 1%4'0-BLUE_TAP-CONCRETE-ANCHORS-W/-CAP-AS-MANUTACTlIREO-W-FLORIDA-fAS1T7JER5-DIRECT;-INC .= --------- -- ---_--- --- --- --"- - --- --`- - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY I 72 10 85 7 4 - 14 12 10 9.7.5 55 4 - 14 Iz 9 7 7.5 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 111 7.5,5 4.5 - _ 14 12 10 9-7S 53 4 114 12 9 7 1 G 045 '3 6.5 - 14 12 10 9.:8: 6 4, 14 12 t0 8 I 65. $:13.5 - NOTES: 3: - - 14 12 a 8.5'S5 4_':3: 125 9.5 e 5 4 3i - - ETA)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 19.5 17Z 1 6 - - - t4' L 95 8 6S 5 - - t4 12. 8. 6. 65 4 - - WRH ADVANCED THREPDFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 3.5 - _ /4" 1, :10' B 65 5 14 12" B. GA 5 4 ' 9.-0. 14 12, 10 1 e - - _= 14 12 10 9 75 4.5 - 14' 12 e.5-7_5.5 4 - - B.2-)MINIMUM.EMSEDMENT OF 1/4 0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHAM.BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 14 11.5 73 6 { - - 14 11 7, 5S 5 3.5 - = I1 8 SS 4.5 3.5- __ .._ _-. ._. ._ ._._. _...._-0-5._. -_ _. -.= ENSEDMENT INTO STUCCO SHALL BE PERMITTED.:1/4'0-20 S.S.MACHINE SCREW USED SHALT-BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 fi.5 4.5 - - - 1{ 12 8.5 7 95 4' - - 14 10.5 7 55 6 4'.5 - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 65 55 4 14 12 1 9 7 :6 45 - 14 it 7 5.5 45 &5 14 12 t_0 :9 7.5 -__- 114MO5 10 e'65 5 _ - 14 12 8 B_ 5 '4 _-_ 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS.OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' 14.10.5-7 5: 3S".- - 6.5 5 -4. 3 10 1-15 -2-- 4 S - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11' 7.5 5.5 - � - - 9 6 5 { - - 24 9.5 "fi 5 4 �4 �_ = NOTES 0.1)&B2)ABOVE.FOR INSTALLATIONS ON�VINYL SIDING OR E1F5 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. _ - '8' &5 55 4 _ _ 1]' 10-0.5 -5' 4 3 FOR INSTALLATION INTO EIPS WITH METAL STUDS SEF SHEET 20. 19 1210- - - _ 9 7 6_ 4.5 - _-_ 1C'10.5 7' S.:'i. 4.5 35 17_5 95 5 6 SIS G S 9 7 <.B J5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING.ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 19 1D . - - - - - 7 5.5 SIS - - - 1.5&5 5.5 4.5 .4 - - (D) SEE SCHEDULE BELOW.FOR EDGE,DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. 9.S 7 45 '-' '- -' -- - 14 115 7-5 6 15 _ -' '-. 12 9 6 4.5 4 '- '- -' 12'-0' 14 12 10 - - - - - 14 12 0 8.5 55 - - - 13 10 15 5 4 - - EDGE DISTANCE VERSUS SPACING$�H pULE FO,B_p_�ECFi0R5� - - 15 8.5 4.5 - - - - Il a 5.5 4 3_5 - - - e B 4 3 _ - - _ MAXIMUM ANCHOR SPACINGS ARE VAT in FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING JL5 9S 613 9.518.5 I5 4 1 1 IO.S 8' 5 4� - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5' - - 14-10.5 '7' S.5 45 - 11• BS'S.5 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR.SHALL NOT_BE LSS THAN NINIMUM SPACING.INOILATED POR EA^JI ANCHOR TYPE..._ 13'_O. 14 12 - - - -_ - t4 11.5 75 6 5 = -- = 12 9 s 45 _ FACTOR 0-5 N - - - - - - 10 7.5 '5 4 3 - - - 75 55 4 -3 - - ACTUAI. - 2-S B.5 - - - - 12 s e 45 4 - - s.5 s 4 - - - EDGE TAPCON REAOPoRM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER T + 8 6 - - - - - 13 9.5 65 5 - - - 0.5 75 5 4 - - - - HV BLADE OR DICTANCE TM - MIN.SPACING 14 12 - - - - - 14 10.5 7 55 - - - It B5 5.5 SIS - - - - ED. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING - 3' -3 3/4' 4' 14'-0'- - -- 5_35 3 _ _ _ _ HV BLADE W POURED CONCRETE aK& �CONCRETE CONCRETE STOCK Po�RED:CONNCRETE RETE& POURED CONCRETE&POfFD DDNCR TE OOl}ETE am 1. 75 - - - - - - 9 7 4.5 3.5 - - - - 7 -- _ 15 8 - - - - - 11 8 S.5'4.5 - - - - 9 85 13 - - -' - 1 HV W NDOW NTL E6•]' 61N EO'3 1/Y MN.ED.- 1/2' 69H •31 K HN •]•-K 101 FD.-3 IA-WN EA•2 1/T' 12' 9 -B"- - - - - B-5 7 SIS - - - I4 - -- - - - - JL5 ,o fis - - 0.5 8 5-' =_ BLADE WORKING � _ - 15''_D' 9- - _2 1/2' - _ - O.B7-__ ___`-1.0 _�._.-.. --0.67 - B5 65 4 T ' IN UNISON ♦ 1.0 _ 07e 1.0 _ 1p.. as`a-5 .= _ - es ti - - - -2. _ o.7t - - ost -_ 7 _ _ _ _ _ 1.5 B5 5.5 _ - _ _ _ 9 65 4S _ _ _ _ _ 1 3/4' -.__-__._. _ 0.91 _ - 0.43 - 14 _ - _ - - 25 95 6 - -- - - 10 75 5 - - -. 16'-0 B 6 4 - - _ 6 SIS_ J _ 1 1/2- - 8 6 L-41 9.5 _ _ _ _ ._. _ _ - _ _ _: FLORIDA BUILDING CODE(Non High Velocity. Hurricane one: TiL(/T hi7T' 0 2015 EASTERN METAL SUPPLY,INC. EN ��. �9 BERTHA HVTM � S� A y Accordion Shutter S stem. I L E C O M N RV.11ADE#1 W/OR w/o_ RV._WNDOW BLADE American Shutter Systems E,,N _ DESCRIPTION OATS BRAWN BY:^M.I_- • •{A TYY ; � 71WT TESTING & ENGINEERING COMPANY S1l`ICOF _V.J 6353 NN.36N.SC.Ste.]OS,VQiG4AA GARffiN5,.-D.J316 Association. Inc. 1 OLD_11-192 4/13/15 DAIS: 4/13/15 '---X• 4�- Ph-:(305)871-1530.Fd, (305)871--1531 42168 We3tF00()S Drive 2 DRAWING NO �'� O�•., .�� 4=mop:Ullecol2ooLcom West Palm Beach, FL 33407 ] WALTER A.PL TTIJ,RE -4---- " --- 15- 085_ P.E. STEN"L"JS1�)ATURE/DATE RARICA Lie.#44167 SI ET OF 20 'II N b Lo O +I �M 000 ZO .M to V1 25we it 5 I !� c S•m Oye I o � Z o o o coo w m rc�= o Oo� ~cvr Qo m o � w o d:� z.�Ci 'I aa�w 0 y >M yT�, pa, C,x a:O,m In N.C C W. Ot w 4 L N q.3O m �wN OW�� H z w O 1 ID,C o ~0 0.'d' .tl. 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G=0.36 PLYWOODFlR W/ W/ MIN: 0=0.43 W MIN. G=0.36- IN,G=0.50 LiAtonR, Srw(p)' WALL'MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING,MOUNT T WALL MOUNTINGS CEILING MOUNT Y M,'N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WAIL MOUNTINGS B.O. WALL.MOUNTINGS W& X W & X W & X P & 0 S&V S &V S&V ®!PTAH ISA we lyd)LU an MK T¢va WK pd)LZ ICDA naL ITENK wM M 00 UWE MME 0W6 fM M DCM ll=FWF5 WIC IdJ SD IT=MTWIE 1RMK WK(Id)IlD ED WAX PESSii WC(4 LM[M WA-K PMK TIM C4 ISIX M NOTE R759FI UM W)UM M aw TOM mm M 30 40 60 75 90 05 30 40 fi0 75 90 05 30 40 fi0 75 90 OS 30 •f0 6U 75 90 OS 30 40 60 75 90 05 30 40 60%5 90 OS 30 40 60 75 90 !OS 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 75 90 OS -0•OR 12 10 10 9 -8 8 6 6 6 fi. 6 6 72 10 1019 18 B. 6 6 6 6 6 6 72 10 11019 8 '8 6 8 '6-6 8 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 _ '- ---- =-.a-0'=_•12 10=.70 9- -8 '8' 6 6• :6:..6= 6='fi= 12 .1 0=-10 9-. 6= 812- 6.--6r6- 12'7010.9..'8 _ _ - - --- ----- - '8 6'= 6 -66`--6- -6= 6 'S"-4= a '4- 12 12'12'12-12 .17 72--72 12-12 12:,12'12-12' 12 72-12.72 _r- - - -- 5'_p•^ 12 10 7O 9 8 8 6 66 6 6 5.5 12 10 10 9 8 8 fi 6 6 6 6_ 5 72 70 10 9 8 7• 6 6 6 6 B ,5, 6, 54 4 4 3 f2 12 12 12 12 12 12 72 12 12 12 12 12 72 12 12 12 0. - 6'-0' 12 10 10 9 8 6.5 6 6 6. 6 5.5 4.5 12 10 10 9 e -- 6' fi-_-G 5 5 4S 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5' 0. 4 3.5 - 12 12.12 12 12 12 12 12 11. 17. 12 12 12 12'12 12 10 8.5 5 T-0' 11. 10 1U 9 6.5 4 6 8 6 .5 45 4 12 10 10 9 5 3 6 6 6 - 3.5 72 10 10 7 3.5 - 8 G '6 5 4 3.5 6 5 4 4 - -_12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 75 8'-0' 12 10 10 7.5 4.5 3 6 6 8 4 3.5 12- 10 10 6 3.5 6 6 5 •5 3.5 3 12 10 10 4 _ - 6 8 .5 3.5 3 6 5 4 - 12 12 12 12 12 12 12 12 12 12 41 9.5 12 12 1.5 9 7.5 6.5 5 - - 5 12-10--10'S=35=-:6=-6-3:5 :5-3:5--3=12°40-'9:-4= -----6--6-#:5 4?-=3--3-.12=70--4--3-'- ----6=- 6-4:5 4=3--3- 6--5-3.5-=- r=r 72'12-12-12-72-10: 12'42-12- 1; 9.5 8.5 12-12 -10 B--6'S-5.5:-----__------ ..-_-_--_.... - .. .._. _ _ ....-.- ._ _. . _. ._._.... ._._ ..4 ... .. 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EACH SECTION ON SHEETS 16&17. SPRUCE PINE FIR NORTH W/G-0.43(N-VS.).N:SEE NOTE 2 BELOW. -SPRUCE PINE,PH,SOUTH W/G-0.36(ND.S.) 2.ANCHORS TO HOLLOW 02012 SHALL BE AS PER MOUNTING TYPE U.9HLtT 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) 2012 IAC SCREWS AS PER NDS SPECIFlClUlONS. 4.ANCHORS UFA NUR WED 57At1FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTCARONS OF THE ANCHORMANUFACTURER. UFACai. FLORIDA BUILDING.CODE Non High Velocity .Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL E C O SNC. Accordion.Shutter System ■ ■ ■ ■ H.V.RADE#I'W/OR w/o RV.WINDOW BLADE P American Shutter Systems EN- OESCRIPDON DATE DRAWN BY: M.L ��":• W� $ TILLIT TESTING & ENGINEERING COMPANY 1.1n aA167 6355,IW:36T.M_Ste.305.Wt6RIA GRTTT S,FLORIDA"IVAssociation, Inc. t 01-0-11-192 4/13/15"DATE :4/73/15 Ph.-:(305)971-1530.F.i:(305)871-1531 4268 Westroods Drive 2 DRAWING No -mea;fineroaea.ccm West Palrn Beach, FL 33407 s 4 15-085 * 7k Of A.TIL 719 SHEET S7�HSE, :•� fLLT,..Ll P 44167 5 I" EA L�E?O# +a u RTE. 6 15 OF 20 INSTALLATION. DETAILS OWEXISTING WOOD, BUILDINGS FOR n HV & g HV.* BLADES AS APPLICABLE AX. SHUTTER SPAN 4- OR L- FOR I S ALLATIONS INTO WOOD.WITH HV BLADE 1 ONLY SHALL WALL FINISH 13E LIMITED TO 105.0 psf. .S D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & ,/4®TArcoN 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 THREADFORM TECHNOLOGY — -- ,. -•--- - --- I - -'— -OF THREADED AREA TO W/ 1 1/2•Min.PENETRATION OF THREADED AREA TO EXISTING T- - �- EIDSTING.WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I TO C (� l I I �OR \ (SEE SCHEDULE ON SHEET 15) /I 1/4.0-20x3/4'S.S.MACHINE SUIEC t.F ou SHEET_ ?, 4in. SCREWS W/.1/4'-20 NUTS I ON SHEET 19 FCR11 FOR RACE hD 412"O.C. EXISDNGRACS(1)4,IfQ GLASSALLt w 15 WA17 1 ` 5PTID L FINIS I' 1 ' L y ) '�IXISRNG MIN. ' � _ _:J FINISH QS i \ QOR� ! 2•x4'REQUIRED _ � OR . 4' i EXISi)NG MIN. I HEADER ftEOUIHEU � ® I 2-0•WOOD �y -` 1/4"0 TAPCON OR TAPCON WITH ADVANCED HEADER-REOUWED—__ _—_ — _ ._ _ _ ___ _ _L __._ .--_ _—--_ f7(ISTING ! MN SEPARATION .-. - —— _ — 1T, PENETRATION TECHNOLOGY W/1 1-/2- 11/4 /7. GLASS -I 10 GI SS(SIF Llin. PCNLTILITION UF'IHREAD[D AREA 10 L.__:47fIDAE ON F4E1 4 MIN.SEPARATION 10 CLASS ` `{ EXTSTDIC WOOD HEADER. 11 FOR 9AOE�/4.O- DUSTING 0— ._(SEE SCHEDULE ON SHEET 11)- 1 1 11 (5�SpfEDIILE ON SHEET 15) I ON SHEET 19 F011 GL;45S_� SILL - BlAI4S 8 _..___ _ _ ___.__ .. __ _ PLATE REO�D. (N)HV WALL HEADER INSTALLATION OO HV.WALL $ILL INSTALLATION (M)HV WALL HEADER INSTALLATIONr _ -' _ iuN.sEPrirsnna� cuss_.___ O ! ro IXISRNG �— 1 MIN.SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET It)----! 4 GV55 I '�--..EE SCHEDULE ON SHEET 11 - (1> MIN.SEPARATION TO GLA55 1 EXISTING (r ) v EXISTING ' 2•x4'CONT(SEE SCHEDULE ON SHEET 11) I.. O GLASS- I CIASS--' - _ WOOD PLATE II. 1 1/4.0-20x3/4'S.S. v REO'D. o �,� - - -• 1/4-0-2Ox3/4'S.S. I MACHINE 4--205 ,I 1 _ ` MACHINE SCREWS W/ I I 1 USING 1/4--20 NUTS _ _I / 1 „ WALL `-.` / 1/4•-20 NUTS C 1- 0 12.O.C. II nNiS11 O.C. .© O I I /. "� - OR 8 I J :.r -@-0 2•x4'COLT. } 1 'o _ WOOD O'D.PLATE 1•Min. // % ` CR y ) \ ( lyl 11 1/4"0 TAPCON © OR TAPCON WITH ADVANCED 1 •I ��l 1� 1I�I THRE&OFORM TECHNOLOGY W/ 1 1/2• 1 2-x4•CONT. 1 Llin: I'ENETW1710N Or THREADED AREA TO 1 ` 1/4-a TAPCON OR TAPCON WITH ADVANCED 11�1 ' , (- SILL PLATE --- EJ(GTMG W°OD HEADER. THREAOEOFfL TECHNOLOGY W/ I/2" _. Lt y 1/4.0 TAPCON OR NOTE: REO'O. (SEF SCHEDLILC ON SHEET 15) IS 1 I1 � � Min.PENETRATION OF THREADED AREA INTO PLYWOOD • —�- TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL. ' t_S 111 --W/LLL FlNISH �` �I =•' SEE SCIIEDUIE ON SHEET 15 EXISTING uIN -x4• \ 1/2 MIN.CD7� \. TI IRCADFORM TECHNOLCCY -SHUTTER ASSEMBLY. L r, I!1 --- 1,� ( ) IX> C 2 PLYWOOD NEU'D. W/ 1/2 Min, PENETRATION OF 2 MOUNTING SECTIONS CAN BE V STUDS 0 16•D.C.MAX.—� \_THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO I/2•MIN.COX PLYWOOD REO'D. REO'D.PLYK'ODD TO BE HALL FINISH— (SEE SCHEDULE ON SHEER 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION ISTING MIN. 2•x4 STUDS 0 16•D.C.MAX,REO'O. ATTACI IED TO STUDS IN PLYVI000 TO BE ATTACHED TO STUDS IN ACCORCA.NCE ACC•ORO.4NCE WMI -" WIDI SECTION 2308 OF 111E F.B.C. SECTION 2"08 Or T.IE ®HV WALL SILL INSTALLATION SEE uMAAT;ays of U OF ©HV WALL SILL INSTALLATION F:B.C. BLADE 1 GMT 19 FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone 0 2015 FASTFRH METAL SUPPLY.INC, \� A.I714� BERTHA HVTM r A S S A Accordion Shutter System y' -��•�// - ddy-? I:L :E C O N c. ■ ■ ■ ■ H v. etas#, VVI OR who RV. w,Noaw aaoE 7"')°•'� 'N = TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV: DESCRIPTION Mr2b M.L. 6353 N.W.3Wh.St.Ste.3D6,MRGNLA GARDOC`.ILORDA 3316 Association. Inc. , OLD'11-192 14/15 ti---" •�'- Ph vle (305)871-1530•Fox:(305)871-1531 4268 Wes(rbads Drive �2 No • `�"•' "' (V e-mail:tilt—Gool—rn Ee-0006719 West Palm Beach, FL 33407 3 FC0R14A k..� , 085 �y/��..((, WALTER A nuT Jr.P.C. Y1"VN4 CV1w �DA1L 1LORIDA "U"T d 44167 5 P•F`'� 6 IIH 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & IA HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN Li• OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY SHL B LIMITED.TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING S SHEET ORMAX -WALL 4'0 T SPAN & ,DESIGN -LOAD FOR INSTALLATION WITH BLADE J)& WORKING IN] UNISON _- 1/4�0,TAPCON OR - c EQEO 2'AIIN.-=� V_ :. 4'z8'(Min. EXISTING _ YAPCON WR}T ADVANCED ) -EDGE IF APPLICABLE x ? - THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1%2'Min.PENETFtAnou 1/4"0-20.3/4'S.S. STRUCTURAL ADEQUACY -� - OF THREADED AREA TO - - OF DOSIING WOOD 8FJU/ - --- __ ✓___..-_--____ TRUSSES ('1RLLIPS TRUSS HEAD f0 BE CERTIFlED BY .�•: EXISTING WOOD HEADER. MACHINE SCREWS' _ ___ ISTING WOOD n Min. REGISTERED ENGINEER OR IX \(SEE 5CHEDUtC ON SHFII IS) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO a0 �Q � AFTER O OR 24' E_ CO 12.O.C. SHUTTER INSTALLATION. 1/2'-_ I/2` ._19 O.C.REQUIRED 1/4'a TAPCON OR 1 c�OR t IAPCON WITH ADVANCED EXISTING SOFFIT .257' THREADFORM TECHNOLOGY / 3/4 Max.THX I I Max. W 1 1/2'Mm PEN ON EO- EO / 1)4•x1 B•COM.ALUM TUBE ---- - _.- i` _ I - - _... - --.. I ,�(_ __._S OF-.THREADED AREA TO EOE E __ -.._-_ ____ _ 114x3/4' _. - / 1 OPTIONAL - EXISTING W000 HEADER. S.N..S. (6063-T6 ALLOY)W/ (SEE s(.wEDUE ON 5l10ET 1$) -.--�j or 13 or Q o 6'o.c. _ 1 or 1©or )S (EACSH 7 AFTER OR TRUSS-LAG SCREWS FO i I Iaim LOCATE LAG SCREWS AT I NIOWIDTH OF EXISTING WOOD f:XISRINC MIN 2`x4• ---0 I I I I MEMBER;_(2.Min._NOMINAL EX STING--Al __ HEADER-REO'D___ _ ---- ____-_ __ I -__ _ ___ - _ I _1 - _ OPCN-14AT CA.CH_- - _. - _ _ N'IDTfI W/ 2•Alin. AASS II- MIN, SEPARATION TO GLASS I ,, -1 STUD TO ACCEPT PENETRATION OF THREIUED (SEE SCHEDULE ON SHEET I1) EXISTING 1 �' S/I6.0 LAC SCREW AREA VAUD FOR I GLASS AT CENTER OF TUBE. INSTALLATIONS WITH 72Psf . __.--��._-.___I__-_�..,___ .I_ I N�5T>•YrwtbN I MAX.AS.O. DESIGN LOAD AND SO HV WALL HEADER INSTALLATION I�� n EXISTING I To GLASS 9•-o MA- SPAN.THS CLASS- iU G7AS5(SEE INSTAL ATION IS ONLY VALID - "-I n fat aAOE SMD • I MGDktr IN 9477 I FOR WOOD W/MIN.SPECIFIC I w vW Is Ern © '�t1 FTR aAtE IDA•ID GRAVITY OF 0.50 AS DOUGLAS ..) ._- _TORCN Slat?tU raT ♦ FIR OR SOUTHERN PINE N..2. 1-SEE SHEET 4 rOR mwx swirai ASSEMBLY 1- - - _ t QAJS mBA _"OQR ® OR EQUAL 2-MOUNMIC SECTIONS CAN BE COMBINED T HV CEILING INSTALLATION "-� - 1 "ANY WAY ro SVNT ANY INSTALLATION. iI U HV L NG STALLATION - -- I OOGASS� ( 10 OR �• i -MIN. I I (,MIN. SEPARATION.TO GLASS EXISTING. -'I II�EE ON SEPARATION FFTO GLASS ..-..._- SCHFDUI.E ON SHEET 1'.)-'--__. ( \ I w 3ETr 79 fOi ` SEE SCHEDULE t I I 1 _XISiWA \I �g� ION SI IEEE 11) I 1 I � I I ALTERNATE_ ( I I ANCHOR I I I I-_...� I 8 I I I WALL.. I LOCATION STING TUtL,7 IXCLASS-_ II l T/4•T ©,/Z-.�___ Y10x3/4'HEX I I I 1 -2`x6'MW.WCOD I Mox. \�f ASHER HAD'TEK I DECK REQUIRED�. ,� - 13 oR 2',6'MIN.WOOD I \,nL SCREWS O 72"o.c (NO FINISH O DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) _-._ - __ _ EDGE _._ __. -___ - _ EDGE OF DECK ! - -T/2• 1_--+ OF .,r. ______ C O Q IF APPUCABE __ �0_ �D: DC _ F APPLICABLEK w-- \ 1• I 1/4'0-20x3/4'S.S. _ _ APPLICABLE . X11 _ \^ t/4'0 TAF'CON OR •N PHILLIPS TRUSS HEAD -_ - 1, _ TAPCON 1YIT11 ADVANCED MIn' IJACIBNE SCRFVIS _~- - ~- 1/4'0 TAPCON OR IAPCON WITH ADVANCED ✓ J '1,'x4'CONI'. \ -2'MITI.--I 1ILL PI ATE I 1 THRFADFORM TECHNOLOGY W/ 1/4•-20 NUTS _ THREADFORM TECHNOLOGY W/1 1/2'Min. S iv%�1 1/2'Nin.PENf"T1tnUON I/M1'P TAPCON OR TAPCON WITH ADVANCED THREADFOR14 2-MIN. PENETRATION OF THREADED B 12'O.C. TECHNOLOGY W 1 1 2 Min. PENETRATION OF THREADED �REO•gDq. IfI elf � _ OF THREADED AREA TO / / AREA TO EXISTING WOOD HEADER. SEE -- .1.�.1E7GSTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULEON SHEET 15) ,I (SFE SCHEDULE cN sHEE7 ,$) •SEE uu Anons of usE FOR �� X)HV WALK—OVER INSTALLATION V HV WALL SILL INSTALLATION BADE fA ON SHEET 19 OW HV FLOOR INSTALLATION u FLORIDA BUILDING.CODE(Non Nigh Velocity Hurricane tone ©2015 EASTERN METAL SUPPLY, INC. .......... ✓�'- BERTHA W. S ABLADE Shutter System . . . . H.V.� E , W1 OR W/O RV. WINDDW BLADE o i �*11!''*_ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems £V, D[SCMPMN DATE '0Rk"BY: Nl 5 9••• AI OF Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 Q` 6335 N.e.36b.St.see.Sas,.TxNATr wmaa,Rtoaw 33,6 4268 WestYd"ads Drive "2 ` PMne (305)!71-,530.Fa,:(305)671-,531 - DRAWING No -�'��FS•'•.. •�C�``" a-�IH61�.0.0 ^+ West Palm Beach, FL 33407 3 rj—OH�J S/ONAL ENGaWALTER A.TILLIT J,P.E. 4 P.E. SEAL�S'f(;1VAYURE/DAT[ � �'Lm.9 4a,s2 s - S 17 OF 20 END INSTALLATIONS n HV .BLADE OR WINDOW BLADE INTO 2"x4" MIN: WOOD STUDS ..2'.a•YaN.wOGO sNOS,RELn _2•X0 RE D. .ria-Yw. =03EO'D. •OW SNUQ (as avruGlRE) \ /lam ANODn"o e•D.c. -1 i' .o100D Rtws, 911N9 M w/m \ "/ Darnnc aAss ro 1/2'WX - - h rLranco s YD `�� -E�rtmrr,ctw55 - ExSlcxc cu55 _i /� [XrsD.w cvs,' YA I - _�( _S} _ _ _ x __ _ _ C___ _ _- ) m \ 4f s�rvAnaN 1�'liwl cmr I 9/r \ .L 1/z• emu D/ae - T1, m ws(ss 1/:•nR m.�kltrr..- m awe SO@I{E Q1 SHffl 1I M OAR M.. 'a 1Z b - . -®UL 04 SHEET. eL•ro{.'0a. __ SCfEDl1L w 9ta - - _ __ _ -1 2 - - - --11.fOR OINN'C O�iND. 11 TCR 9/DE Q:ND --r' 1/16'.3- _ _ R® _1/J•1py� -W 9r 619 Wt_ -_ -__ _ _ • --, 11-(St 3NE _-_ _.-. _ __ .___-.T-- -! --, e 19 fOt - __ _ _ — __ Q.- __ Q.b NATE.(L=Tt n/u'f3 b ii y11 q Qlb AT arN Yw - 016 QG /10.1/2'SYS 0160.6 -_--� T' 016- ----"-- \5� tom, � -- -OCR�, I OR Qg• —_- I I"COiWEC N d50R jr . !� SEE DETXL x rat 1 OR W i "TO TRAalS - -. - SM£LM-ECT)0N- , -a-v.T-Ce}+L'S•C�- O-U Or a( r.Q. sroE caw£c wN _. -(3=©OO'C 4 S- ro TRS s ?-131-fl Q n�.- rotRA']6 6�-lS=!��•02-�°i-t�+n - •�-ir,•1�- Q9 ob @-@-07 - �$-L3•i�--l�C3' O G) �-©r©C$- gaU�..3.. 0-U.(t- 08 ©�(7G) - •z -- 06•(U•Z�i-©•O'Q�- 1�•1$-�•1 'a•Z�i- Qe•Zr➢-Q9.1�-rCi•43 13.13�Q�•.t�•C�i END CONNECTION DETAIL(� END CONNECTION DMI 90 END CONNECTION DETAIL (CC) END CONNECTION DETAIL L/ DaSTINc • R£aIH�ID awr fOR SPAX9 GFJ111R INNI 12•-0• 2'.a'Y bO[10 t/a'e IA'CON mos REO'0 ry 1/a••rxml-Nr.3DRs, /1b.1/2• /1'V2• w/1 V2•..1-olc aG r](RTPIG atASS .pWEI{WpN 0 12'O.G pp,7yry3y O 12. \ ro aAs DSC ^ - (4)._ • BLADE SEE M AAONNS OF SNEEi U19 }UR . - - 1/z•uN 9ar;uu ON saR q / — wr4 /1 1aR ONE O)NN M OAR ME " w O!£I I9 1 -- 9om3ED19.F1 1OI�SiaE1T10lut� I/2'110+-i. '� (RR 103-fA-�•C-e}{3.6;-4A `.wu-sn 2•44•YN4 / wNLJ ' 1x-C3-�a7 y-lepig•�3• 1�?J oa( ox l�:na�9 � I 1�a•35-�T/•,�"'l�•Q�- SaU051mDb, (IIesML-(�N•�5•�j.�y.l( .d�- PLAN ©•U•�-U.U. - O.00•QT.-,�•U•1s- . p.f$_@.ts-0 0 Ola-�•Tx•D•,� DETAIL X END CONNECTION DETAIL (j jl END CONNECTION DETAIL 4-l) FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \�5\Tlu`1A11Q'2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System A.S.S.A■ KV.ME , W/OR W/O KV. HINDON BADE _ TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV. OESCR RTIOY DATE...O tAYN NY: :M.L ��/1 *_ Assoclation. Inc. , OLD 11-1ee +/13/15 DATE: a/1x/15 STAR OF � - 6.15.5.N.w.JEU.St SI&305.NRLMN CAROp6.rLOP91%33161T . �,� Phone:(JOS)871-1s3O.raX:.(305)871-15J1 268 WestroodO 1019ve .x DRAWING No a-roan:Dle«oOcel.ccro West Palm Beach, FL 33407 s p•p. 0RIDP .�k``' EB- 6719 15-085. Vs/ WALIER A 1n.Ur Jr.PE. 4 ?N EN •w FLORIDA Dc.1 4416/ S SHEET P.E. $[N{ 4^r9�A4�RE/DATE 6 ,8 OF 20 -1�° °4TSr.`'0'7 • GENERAL LMRATIONS AND CWDRIONS OF USF FOR BE(ii}i4 I1)W SLADE ACCORDION SHUTTER M WORKING IN - A G M O T U UNISON WRH HV WINDOW BLADE 1 5, 1.MAX A.S.D.DESIGN PRESSURE RATING-.+110,- 110 p...7. .. ... - 2.MAX.-51111nER SPAN:96 J.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS < MOUNTINGS M.0.T.U.&W ON SHEETS 16& 17. ;� s ONLY CEHTERMAT6(21®(BOTN W OR 1 ARE ALLOWED MIN 61, @.,04 w r-�41OR� (27)ARRAyGm IN A SYY�ET�Iti`AI.OR NG IA�WT.IN CASE OF OPPOSING ��:�— , .(`y(5)MUST BE INCLUDED ONLY AT'E7f1ERIOR ACCESS SIDE OF `�O` CFNIFRMA E TYP,_EA END _ ♦ 5.(A)W WINDOW BLADE 0 SHALL ONLY ALLOW A MAIOAIUM OF 5 OPENINGS ♦ ♦ ♦ (310 HONES)FOR 44 PER HI ME AT SPACINGS SHOWN ON SHEET s. ALL 5 WINDOWS a ♦ ♦ ♦ ♦ ♦ (B)MIN.CLEARANCE FR TOP TOP OR t--12 EDGE OF HJ WINDOW WADE _ _ ALLOWED AT NV .In ° '♦ __ _ _ __ __ _ L4 J4 __ WINDOW DLADE _ __ _ • _.- _ - - _ _ _ _ — __ —-^---� E COMING OUT FROM STARTERS AT ENDS MAY BE HV _ OF ANY.30 HO[E FOR. SHAD.-EIE 12'.- __ (C)FIRST.OR LV BLADE A - `n ' _, ♦ • • ,'� 1 "o WINDOW B1A0 11,i I USED A • . s _ TFDIRO -Our SHUTTER'S©10TH. BE U ALTERNATE SOLID FIV W E 1Q -- - --- — -- 01 , -- ♦ . ♦ . . (E) Ur.F1 RMATES SHALL ALWAIS BE INSTALLED ADJAGM 10 A SOLID IN •� _ :.q x D_E 1 aT OTHER sIBE OF THEM. SEE END G.4 111..•!!! (F.POLYCARBONATE HJ WB.DOW(4 SHALL BE INSTALLED SO TABS FACE CONNECTION __ ♦ ♦ ♦ THE INTERIOR OF THE OPEMNG BONG PROTECTED.NV'WINDOW MUST BE DETAILS ON 5HEEf5 ONLY WSTALLED AND LOCKED LSNG A W SETTING TOOL PROVIDE)BY ASS% 10& tB U. i�st 01 INC. FULL HEICITf. 53rq SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �t FR$A BUILLBNGS ON SHEET 15.AS LIMITED LTL'SPAN AND DESIGN LOAD(SEE'NOTES P P 4� 9 1 &2 ABOVE); Com« 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY ,.I _ SPAN AND DESIGN LOAD(SEE NOTES i &2 AME). (SEE PLAN FOR REOUIRFAIFSfiS) 8.MINIMUM SEPARATION TO GLASS,SCHEDULE PER ASTM E-1996: t� D c' TYP TOP&BOTTOM W 1 cx 4:as 7 WEND ZONE MINIMUM SEPARATION TO 11CULSS, �K.JD .. --yINI11A1Ts ED W10TH 1' ELEVATION MK SEPARATIONKIAS - --- -- —- --- E70SIING GLASS 512 SC>Oxai'aN 5![LT Ta 11 FCi ft! (� 6.25• CTI'RBS SIEET TUR LLlO[5(Tj&t7 4 I / .0" 9TAM_--= co 60 TYP. SYu1A€Ti1CAL_CEMERNATES l2l N'/(7�OR�5�ANO ____.. w/o 35'(1 NDTE 4 nBCVE) TYPICAL r) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE d-AA SHUTTER* . - - N.T.S.. - FLORIDA BUILDING.CODE(Hon High Velocity Hurricane Zone S`NNA`AA1lIL1111 IElllr♦J77j♦ CA 2015 EASTERN L(LTAL SUPPLY. INC. P�(ER:AT�Clj•,,, BERTHA lit TM A S S A Accordion Shutter System ■ IL E C O ItIiC. KV. MADE#1 w/DR w/o Kv wNIolly elaoE TILUT TESTING & ENGINEERING COMPANY American Shutter System ?k:m DESCRLPKION DATE ORANN BY: WL STATE OF fil�5 Kw.]sm.se,s°.]Ds,hRCnm Gw Has.110531 all ASsoclatlon, Inc. 1 OLD 11-192 4/13/15 DATE, 4/13/15 r• =E'' Ph°r°:(305)871-1530.Fa+:(305)B71-'.M1 4268 Westroods Drive i DRAWING No � --it:I�acoOadcon West Palm Beoch, Ft_ 33407 3 .� . ED-0006719 4 15-085 f' 'p .... WALILH A TILUT Jr.P.E. Pzl''S IGA`��Wt'kr� DATE FLORIDA uc.1 44167 5 SHEEP 6 19 OF 20 x 1 1/2•z D.035-,HICK Min-AS TMA 653 GRADE R THICK 'Min. �VARIES.'I INSTALLAT'14NS Wf HV BLADE �C. HV CENTERMATES 21 Win.C-60 GALV.STEEL -— �..M?x:� N in MErnL SKIS AT 16 D.G. a 436 INTO METAL STUD .WALLS �` .o °°�' ------ 1.0 6'O.c. 40 4 7 m 09 W o 1/2 475• ® * 434 1/-4"o NOMINAL •� 3 G ON ONS=O USE ALUMINUM SLEEVE r s/4'x s,/4•x 0.035•THICK M;n.l 434 o - 12 x FOR BERTHA 1 W BLADE ACCORDION SHUTTER- 5053-T5 ALLOY ceNr.GALV.srE¢TRACK CHANNEL I m sOoC/-.I : ®6 o.c. "_ SYSTEM INSTALLATION TO METAL"STUD WALLS b ASTMA-653 GRADE:ISO Min.0-fi0 1 3.Goo' GALVANIZED FASTENED TO STUDS T-� SEPARATION TO GLASS.SCHEDULE H Max. W/(2)16x1/2•TEK SLREIVS ON i EXISTING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) - : . 1- INTERIOR&EXTERIOR FACE I .-AYPLIC6A111 ,-O 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE i ASTM SEPARATION E-1996- 1_ MIN.TO GLASS.SEPARATION EXISTING GLASS - 1 - - 3:-ALLOWED MOUNTING MS ON THIS SHEET. TO GLASS —, (SEE SCHEDULE) 43 � 1/4"0-20X3" BOLT I ( ) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1• MUST PENETRATE 43c 1- I --- - - WITH 21 ARRANGED A SYMMETRICAL LAYOUT.- -- --- - --- - _ - --- -_- . _ _ -- _ _. - ---_-_ __-_ ---'--- =USE OF 2 LONG MINIMUM MUST ALWAYS B - - - - 1 3/4'x 6 1/4•x 0.035•THICK um.i EXISTING FINISH INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF 1.373'-j CONT.GALv.STEEL TRACK CIL"EL.I `a:APPLI—LE I 1 CENTERMATE. zso'-ri �.osD'. ASTM A-653 CRADE 40 e6".c-60 GALvnMZED FASTENED TO STUDS w/.(z)/sxl/z'1tx ¢T15 DN I S 43c \ 43D --IN)EROR&_EXTERIOR_FACE I- '-O.C.---®-6=0.C.- - 1/40.7.0 INROADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 114"0 ELCO CONSTRUCTION Z@ CENTERMATE 21 APPLICATION WITH BLADE 10. PRODUCTS FAB-LOK HD 6-x , 1/2"x 0.035 ADE w YhPoES._ COMPONENTS Min.ASTM A-653 GRADE 4O -�- ® 6• O.C. Min.G-60 GALV.STUL I" .2 AIn,i;.� METAL STUDS AT 16'O.C. ~ in. IMS WALL HEADER/SILL INSTALLATION _EXISTING FINISH AS APPUCAGLF SCALE: 3j8'= T•* (IYP.TOP&BOTTOM) 1 S/4-x G 1/4•x 0.035'THICK Min. - _ -7EXISTING GIASS - _ _ - - _ - - - -- _ _ ` _ _ ONT.CALV.SftFl.TRACK CHNINF0 ASTM A-653 C.7-E 40 Min.G=60 I 1 i— i i i i ./ CAL V�1�6x1 ASTENEU 1D STUDS SYMMETRYCAL SYMMETRYCAI `' MIN, SEPARATION vARIES. ' 1 I INTERIOR&EXTERIOR FACE I I I CENTERMATES Wl I CENTERMATES 1N/ I I ro crass z I I EXTERIOR ACCESS SIDE I-INTERIOR ACCESS SIDE '; : (SEE SCHEDULE) M : I I . I qR- ----- 3 (s'Min.) ---- IN-- ----— -------------- — --------= 2 4------"—_=--------- -----_--- --- ----- -- ---- ---- — — --------------------- - ---- ------------- ------------ -- ---------a{_- -- ---- - ----- ------- 11 f J `l 2 4�\ '-- 2 1 ..� t -_ G v iI(XiTFEDHV HEAD VIEW Y L 40 l 23 (s-Min.) 24 SIDE CONNECTION TO TRACK -`3 1/4'(T7p•)--- 1/2'(TypJ- ,.- .7 7"-.� - 6 1/Y MAX SLACK (cont.) BLADE SLACK DETAIL HVE H � —VQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A`1011111111111/p1 ©_2015 EASTERN METAL SUPPLY.INC. ERA nZ BERTHA HVT,:, A■S■S:AL. Accordion Shutter System H.V .BLACE yi W/OR''W/O H.V.WINDOW LADE 1 = American Shutter Systems IEV.No DESCRIPTION DATE.. DRAK'N IT/: ML. TIi TESTING & ENGINEERING COMPANY 5iisWN.W.3Itl,.SL.St".305.wv NA WOENs.FURL;A 351 Association, Inc. ; OLD'n-192 4J13/IS':DATE: -4'/13/15 - � Phom:(305)871-1530.Favi(305)571-1531 4268 Westroads Drive z "Z _mcil:tatAcoDaa.com West PDIm Beach, FL 33407 3 DRAWING No ` 0006719 ORIOQ.��`��` a 5-085 Wx.TER A.TILLR Jr.P.C. •;'xss,�� n� DATE FLORC4 Uc. 1 44167 5 SHEET P.E. gt_AJ,,, fiA 6 20 OF 20 I I NOTICE OF COMMENCEMENT i Permit No. Property Tax ID No. 52P-7- 11 1 3+4 -- 0005— 000-1 State of Florida,County of St.Lucie ; The Undersigned hereby gives notice that improvement will be made to certain real property;;and in,accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of(Commencement. Legal Description of property and address if available 1-7 3 J 3 9 Lk/ L F�' OFS l2 0 F S E IIy of S w 11 g - Lb"-*S SS-37 . 101'F)- -(_a•y3 /fc� tdr1 37>�8�S P P L N�?/3 &L-P-"7-I Dqv CD General description of improvements, U\Yr 1 CGtv?e �� r•% ' Owner/lessee. S ,rO g � t ell "T Ke"_ _V_ ' c>e) FL. f q 9 Y.5 Interest in property: 1 `� Fee Simple Title holder(if other than owner) Address Contractor. 1/�.� JAvl r•r P cUl.,e_ Phone Address 3 l 0 0 Q1/' !t%i k14S J�Kvu. a'2/'�r `►"1 Fax# I -77Z— 7'197 IS-10 Surety) Phone# Address Fax# M;0 M, Amount of Bond o M m Lender Phone I# o 0,N c= GZ)co-4rn mra Address Fax# I -4 o 0 9 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prof o D c x N Z by Section-713.13(a)'7.,Florida Statues: i N o j m Name Phone# W-4 A Address .Fax# ww = In In addition to himself,owner designates- I of g ou 0 0 R Phone# I Fax# c to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of not 0c commencement is one year from-the date of recording unless a different date is specified.,WARNING TO OWNER 1 ANY PAYMENTS MADE BY.THE OWNER AFTER THE EXPIRATION OF THE NOTICE'OF COMMENCEMENT ARE CONSIDERED IMP13 PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTA COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING I WORK OR RECORDING YOUR NOTI( COMMENCMENT. Owner/Lessee,or Owner'sr Lessee's Author izi'd Officer irector artner/Manager/Signature Signatory's Title/Office J; State of Florida,County of Acknowledged before me this day of 20 7 I aCc� &jcattioF who is personally known to me or w o has produced O i '-as•denti�1I Signature of Notary Type or Print Name of Notary (Seal) Title:Notary Public Commission Number �/ /�i I VIVIENNE A FINLETTER NOTARY PUBLIC STATE OF FLORIDA A a Comm#FF044568 �� Expires 8/11/2017