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HomeMy WebLinkAboutProduct Approval * I lit ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search Florida Product Approval IUSER:Public User a.�:rrcne�s !.7rxany L,s.:on Product Approval Menu>Product or Application Search>Application List>Application Detail 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 Accordiorv' - Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ID 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 12/31/2018 Validated By John W.Knezevich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 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 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 pdf 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"fo.r_+ -64 psf.See _shQgL5 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.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 HVi 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, it 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 Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.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.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.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida taw,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 hem. Product Approval Accepts: ® PKW F�_] eCheck M GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOCUMENT(PLED.) HAS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE WITH THE 2014(5U EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCOY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SP®REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85•USING ASCE 7-10 TWD SHALL NOT IXC®THE MAXIMUM(&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 ): LIV BLADES M j?'w BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AAS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NQL USED IN THBR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WAND DURATION FACTOR CD.1.8o 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 MADE 10214,01-03.40715.01-03.11004.01-05./1214.01-05.10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-204,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA-2: HV RTADE n AND HV WINDOW BLADE ftA 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 APPLICA9L1 -HV WINDOW BLADE m/0505.01-08 AS PER ASM E-1886 AND E-1996(MISSILE LEVEL.D•WIND ZONES 1,2,3)BASIC PROMOTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PMS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75•RESPECTIVELY,410-HT MINIMUM SERIFS CENTERMATE DEMOS HV SHEET 8 E STAINLESS STEEL SCREWS WITH 135.0 kaR YIELD SI04WH AND 180 Tari TENSILE STRENGTH.PINS STALL BE COATED WITH BERTHA HHV DACROSHIE1D CORING SYSTEM AS MANUFACTURED BY APPROVED fEN1ERMAATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST[NEAR THE W MARKING ON THBR HEAT. FTHD CONNECTION DECALS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TIS ALLOY 630.0 ksi AND 35.7 Nisi FOR MAXIMUM SPAN TABLES SHEET it 8005-TS-75ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 lad MIN.YIELD STRENGTH MID 90 kat MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SIAL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED SIFEI,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k9I NINDNM YIELD STRENGTH. ANCHDR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&0 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHlrffQi SYSTEM BEARS A U.S PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,M WHOLE OR IN PART BY US.PATENT 15.4511,178 ISSUED TO FfSTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC. AREA : FIV WINDOW BLADE inA 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/CAULK ALL SHUTTER COMPONENT EDGES WHICH RENIM,THHRU 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 CENTERM ATES AIA ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: F(V WINDDW BLADE In 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA HY.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED M THIS DRAWWG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED.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 RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.F ., 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 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 PREPARE)BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL THE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATE)ENGINEER IO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\\\A�•�T- 1/�J/i, ®2015 EASTERN METAL SUPPLY, INC. �P BERTHA HVTM LlCffl" �w•: A n Shutter System 1L. E C O imc. N■S.S.A. RVAMADEE#1 Wv/1 ORR W/O RV.WINDIIN MADE = American Shutter Systems DESCWPDON DATE DRAWN BY. ML TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/1315 MTC 4/13/15 O. t)F,..•: &W N.W.3Mh.SU.St.305.VUMMA GAMEM.FLORM 331 om.� Phone:(3115)671-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No S '•. k,��� a.0:t9Gco0ad.com West Palm Beach, FL 33407 3 s/a ....... G��,. EB-0006719 4 15-085 ENIIAAA\ WALTER A TIL Jr.P. 15"085 SHEET P.E. SEAL/�Sy�IS�TURE/DATE FLORIDA uG 144167 8 t . OF 21 \70L ' FOR 11100 SIADE® 6 VARIES �i" 1.491' a .y54 cN a m m 4.857• 4.8' a• 0 • . O1 HV SOD BLADE 3,s m '?' OS HV 90'/18(' $TARTER )HV UNWERSA FLOATER QUALIFIED(TR USE w/ COVERED UNDER US PATENT If 5458179 QUALIFIED FOR USE W/ HV BLADE( ®HV DIRECT MOUNT HV BLADE HV WINDOW BLADE'S 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE tN 6063-TS ALLOY AND TEMPER 'SEE UMFFATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY AND TEMPER .124 37- 6063-T6 ALLOY AND TEMPER 3226 1.500' . ' �• �. 7 _—&670' 16 3.55e in (TYP-) ry .994' 6-70' 2.226• `� 72 84.2 b cI o e 4.897. 'T 417x• $ .815' .092' (7)HV ADJ. ADAMR WAIP 4.us• t 1 7s• 0.072! 0.07' .920 3.226• QUALIFIED FOR USE'W/ HV ®HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK BLADEQI QUALIFIED FOR IJ E W/ HV ( HV TRENCH TRACK 6063—T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063—T6 ALLOY TEMPER BLADE Q ONLY. HV RAINGUARD BLADE 1Q 6061—T6 ALLOY ARND TEMPER *.6 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV '.936' VARIES 1936• 6063-T6 ABLLLOOY 1D TEMPER Max. 1.817' - �• I a 087 m .083 .093'.093' „� .060• - .060•a, ` 670 o - P• `• 0.21A 670 ep 670 1.686' ' :5.570. 0 0• 3.529' 8 ? Q�11 HV CEIIJNG HEADER 1® HV HEAD/ERInILL 13 HD CEILING HEADERAILL • ' FlED FOR USE W/ HV BLADE(I)ONLY. QUALIFIEDORTE AL OY AND BLLADEPIONLY TEMPERQUALIFIED FOR USE W/ HV BLADE( 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER BLADED ONLY. 6063—T6 ALLOY AND TEMPER T1 r COMPONENT A B T1 T2 X Y It X NYtOlt 2' 0.125' 2' Q 2• 5'MAX. 1/8' 1 3' 3' 0.090' 18 2' S'MAX. 0.192• 0.192' 1® SIDE ANGLES CONER POSTS QUALIFIED FOR USE W/ RV ALUMINUM ANGLES t9 2.5' 7'MAX. O.t9o' O. ® tso' QUALIFIEDRFOR USE W/ HV BLADE(D QUALIFIED FOK USE W/ HV BLADE(1 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5•MAX. 0,139' 0.131' 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER 1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane tone ®2015 EASTERN METAL SUPPLY. INC. .•. , BERTHA H TM Q:�CENSF ' A S S A Accordion Shutter System . ■ . ■ KV.RADE#1 W/OR W/O FLK WINDOW RADE k= American Shutter Systems tEv.tk DISC IRMN DATE DRAWN 9Y: M.L. TILUT TESTING & ENGINEERING COMPANY ¢ Ae00ClatlOrlF Inc. I OLD 11-192 4/13/15 DATE 4/13/15 '. STATEflF 44 e3ss Ntr.361( x.Re.153 .raxRWM (305),FLORIDA153 33te 4258 Westrouds Drive z (305)871-1530.rax:(305)871-1531 DRAWING No [F. `` .-REs oo� oaaLD«D West Polm Beach, FL 33407 6719 ` 15-085 S �� ` WALTER A TILLTFJr.P.E5 SHEET E. S I&61>WRE/DATE " "` 44167 6 2 OF 20 4.660' .929' 4.6 6' 1/4•-20+1/2' 1 4-20 SCASr 21 4' 2.293' 1 4•-20 2.293' 745' c (2 TY.S� PAIMW E CAST rbJ c ^ • ry' (2 TIP.'\ HOU910 UAMEL IWID) m BO(m PAWRD o TURN •O .m .o • ao m KNOB. A N .875' 1.325' 06 .318BR0.5S CYIL•aEli BRASS CaD= a KEYS(arlOME (aRNle Palm) o A4A IIARD) 21 HV CENTERMATE 'p 1.325 - ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADEQ&®ONLY HV FLOATING CEN 0• 3023, s7" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & ONLY �� BLADE(D& 0 ONLY_ BLADE Q7 & ®ONLY. 6063-T6 ALLOY AND TEMPER (221 HV r1A OIAALIFIED FOR USE W/ HV BLADE01 ONLY 250'O.D. Ig la' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ro R o 'o 1.756' -1 q.04S• 2 SCREW r 922' MOLDED ` 2.079" 1.753' '1. ,360'AFTER RryETING .mao• '0 051 0 P 'OB. h 5' BEFORE RIVETING 1/4"�-2D x 3/4" 400-20 RIVNUT* M S.S. THUMBSCREW_ . r N *SMO 9464 AULUNUm(2024-73 A1LOY)IARCE FIANCE TM SHFLT NURIIR.PART/0820.AS YNIUFACMFA By AYDEL �_ i ,I.760• I .822• CHERRY TE)f0RN.PAR9PPENY KEW JERSEY 07054 OR EQUAL PLAN FRONT EUWATION ® HV MALE "T" LOCK CENTERMATE .566• © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 9ONLY ® HV FEMALE "T" LOCK CENTERMATE ® � "T" LOCK ® � ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ ITV TEMPE1�ONLY W/HV BLADE�ONLY. f)tADE�1 ONLY. 6063-T6 ALLOY AND TEMPER 8063^T6 ALLOY AND TEMPERR'' .5' 1.917 1. 7' 3.161 �( � � •32 D THUDERRN 063" CYLINNDER OR .214' - .062' KEY CYLINDER .214' � ,�• o n m • „ . . 0.875'Min. m n 4 n O n $ 1 .125'Mw- FID CENTERMATE O QCKING ROD ® E �CIG OD m '6 O ° 16 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 &OA HD CE INITERMATEES E04' 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ® N VARIES, 12"MM. QUALIFIED FOR USE W/ HV BLADE(q&& 1/4'azo s.s aR 7/ev-1rs 1 130' 6063-76 ALLOY AND TEMPER _ THUMBWRN ACETAL IHL511 615, *1/2' CYLINDER (Sai OEfAAS DD OR KEY tiS S Min.. CYLINDER m • * 1.73 Max. ® LOCKING RODA m 1/4.0 ®SCK QUALIFIED FOR USE W/ HV BLADE(j) " 375'm 6063-T6 ALLOY AND TEMPER © HV 348"0--16 ACETAL3� 0-20 AI-SI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. IINSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& QA 5LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F \ 1 11 BLADE Q QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Non High Velocity {Hurricane Ione 0201STERN MErAL LY•INC. � �A H Accordion Shutter System f-Ti L Eco 1 N C. A.S.S.A. H.V.T3ADE#1 W/OR WAO KV.1MNDOW BADE American Shutter Systems zm ft DESCRIPTION DATE DRAWN EW M.L. `r! •LLr� TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 fIA1e 4/13/15 A••,' Q.•._`� 0355 N.W.38111.SL,54.700.VRt441L1 CMDa6,FLDRp\331 Phone:(305)071-1530.Fox:(3 4268 Westroods Drive 2 05)871-1531 DRAWING No '/i /LF'••... .••'�� .�` -aMtec.00.I.Com West Palm Beach, FL 33407 3 /.,,SSIONA� \.\\` 09-OW6719 4 1 5085 AA/1111111111111\\\\ WALTER A TI LIT Jr.P.E. a SHEET P.E. SEAL/SIGNATURE/DATE f1ANe uo.B 44167 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8.0 12-MIN CE • (t HV BLADE i � TO BIADE PNto f97s' � ® HV BLADE 1A v , I W iDOW RUNE oszs• SJ2^"M Y-Y as7s� .0925• ® i I BLADE'S •o OPENIN 1975• Y HV LONG RECESSED NYLON BUSHING �� n Ia10CbE .0625 o.Dszs• ® HV SHORT RECESSED NYLON BUSHING a 3 I ) - II ® HV NYLON HAT WASHER Q OR ® it Fur a Rnon I R1.7�� 3�" ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I �' 4 4 44 /412.750• X 0.870"x3/16"THICK NYLON WHEEL 3 I I �� N 2 7/8-Mei• Iry WINDOW ICR T I-�-1315"0 CLEAR 0.188"4 AISI 302 SERIES S.S. RNETS sEPxunon 03 413.7500' BEI,FEN Dazs' 0625' ® HV 1 3/4"ACCORDION PIN W/ $8 HEAD * EXTERIOR c BLADE N 5 3/4• �R011 Y-Y ® IN 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 a7¢" 4 " -' 2CLEAR 1/4• ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 3 I 8— TYPICAL HV WINDOW BLADE C11A AND f 3 POLYCARBONATE HV WINDOW DETAIL OOR ® 4 or ®3 N.Ts. ((SEE NOTE FOR $EOUIREMENTS) (L ® i 1(C POLYCARBQNATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1RE UV-STABILIZED 0BIC PIN REQUIREMENTS AT MERIOR BLADE KNUCKLE FORI 1ToMI0UDE MINNOVATIVE PLASTIC LEXAN 103 RESIN 0 OR ® i (SEE NOTE 'F' ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR N> !1` I POLYCARBONATE SOURCES FOR 4 HV ® BLADE. U.PCAL SHUTTER ASSEMBLY EXTERIOR APPUrA E 160"• ,muA1 mav010 STwaN® (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT HV PIN @ OE OR aFsvmee Ew EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' SLADESEE +KNUCKLE. �GMVDY Am Orex oa13 w/� o.Du mom• BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. D4 0 3 REQUIREMENTS) 1FrZ1MKdl: TYP. TMLE MUD STR1MCM1 ATM D= 9A00 p.d. 9,500 R11 i nma1RN.S1MN0111 R YRD ASTM am 1?500 P-L 13,x00 P-L (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 ! 1! rUoMRAL MODULUS ASN VM 340AM P"I a15.D00 Pal SHALL BESHEET USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. NDTCKW e> 9 ! 1 am AVM one ,e cr-mom 17 Fr-m/ O MEL CARRIAGE DETAIL vpxE oF7a91Y ATM D2M 47s x D..5 x MAY A MBLY LAYOUT LADE CLF BWPSIG ASTM DIMS c-1 CLASS o-1 CLASS T.S. Sn/IOxD10N ASN DIM 1010 T 080T SRM A5T1 0155 m+SILES42o1WM AFrm 11FAm AVM 016 9w7 PFJ. 6"aD W MHV BLADE SOLID & �9 HV WINDOW BLADE DETAILS 1F WE MESS DIFORC WChn9°"°I ASTM 41161 P.A. I a=W N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone A. T/j A///// ®2016 EASTERN METAL SUPPLY, INC. V10EN •�l/��•� BERTH A H TM M=c. Accordion . .A. Shutter System A.SS H.V.BLADE#1 W/OR W/O KV 1WNDOW BLADE iJ = American Shutter Systems EV. DFSCRIFF M DATE DRAWN BY. ALL TILLR TESTING A ENGINEERING COMPANY S � 268Association.Dad Inc. 1 OLD 11-192 4/13 15 M1E 4 13 15 A7E pE - aisb N.W.36U.s1.sA 3m,vRDDAA cARDoas.F1DREu 3316 O PhOn":(30.5)871-1530.Fox:(305)871-1531 4268 Westraads Drive 2 DRAWING No � ORIDaAL Vt� •-mmt Uft.oQ 01aom West Palm Beach, FL 33407 3 15-085 ON.....NGN@1��� Wat EB-000 719 rUff Jr.P.E. 4 P.E.//9W@IQt' PURE/DATE noRmn V./an167 a SHE4 OF 20 • � �� ®'®" *NOTES ON HV LOCK$ AND C NTERMATES: �• D c a ! u H s 7 u 1.MANOAMM CONDITION JI., ONE W LOCK®or®SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF�OW �2 OF SHUTTEF2 SPAtJ FOR SPANS UP TD 105.AND FOR INSTA"TIDNS�T ANY ELEVATION. HV LOCK f�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATE4 W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SWU1 BE AS INDICATED ON 6 TYPKAL SHITTIER E]_EVATION. Qw©° 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV ©� LOCKS ORdAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTIDN of LOCKS TO CENT,.- OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0 IIVD o II o . /2 IS USm!y/EWD HX!1L LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION. BUT MAY 4 5 ga+S&O.@ ® BE USED IF DESIRED TO ENWWCE SHUTTER PERFO CE LOCKING RODS l�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). = .�rv[�Ir 4. MANDATORY COtORidl J2.ONE HV LOCK® ®S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 9 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS V AT TOP& Bp OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Hw MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o $ 3 Q 33 5 • ONE ALTERNATE FIV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Qj Y� MST TINS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT' OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTFRMATI3 SHALL BE MADE W/1/4'0-20x3/4'ALUM. T ffi rte' O�a RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i C ay1� LOCKS AT 1/3 OF SHIMM.SPAN. ` 8. .�Aun.Trwy CONDMON la FOR KEYSTONEMOUNTINGL AARONS, ONE W 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 BB',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENT RMATES W/(2) 1/4-20 x 1/2'LONG nAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECnON OR la TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D SHEETS 10& HpaM•FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES; OF CORNER 1 "E0 CENTERMATE © ® Q' Q O•® � ONE ALTERNATE FN'r'LOCK 6d MAY BE 1 IN LIEU S OF HV LOCKS OR FOR ANY SPAN AND ae oa 6 m 8 a+ 0 I LOCK AT ANY ELEVATION.AL 7E LOGY BE USED O AN INSIDE V OUTSIDE LOCK. ATTACHMENT OF LOCK D INCLUDES USING R AND @ LOC ,AS SHOWN ON SECTION EAD SHEET 9,WHICH MUS/BE 32 a a 1 ♦ a+ CONNECTED TO CENTERMATFS l�AND W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/3'0 x 3/32' WINGNUT OR W1©�O•©°R©aO♦ oA MAXIMUM ABOVE D4 iW4-Ox 5/s*Rimur.LOOK MAY BE INSTALLED A BELOW MIDSPAN. USE OF TO LOCKING RODS®TOP AND BOTOM IS MANDATORY- OR 12' ®•Q�DQ•Q3o"t9•�smt©t® *NO 0 c TES: TYPICAL n HV BLADE SHUTTER ELEVATION '' : EE ALTERNATE RD LOCK(LO MAYBE AY BE ED of FIV LOCKS at FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FID LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACFIMENT OF LD LOCK 0 TO @ IS W/3 ES /8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT 0 As sHowN ON SECTIONS HOB-HVB AND HDC-ENG,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR le MAXIMUM BaJaW OR ABOVE MIDSPAN. USE Or LOCKING RODS®Is COMPLETELY OPTIONAL FLORIDA BUI o High Velocity Hurricane one ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM TIME C O �N�. A■S■S■A■ K�Aord�o�n�hU.ntters m TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DESCIDPDON DATE DRAWN BY. ML STATE OF :'a;` ,xs N.N.J6tK SL.Ste.309,vutaNu WmENS,Fino11 3s, Association. Inc. 1 OLD 11-182 4/13 15 DAZE: 4/13/15 ' Phone:(303)871-1530.Fox:(304)971-1571 4268 Westroads Drive 2 DRAWING No -�`''• Rl C1 : e a:8%ecoOaDl.wm West Palm Beach, FL 33407 3 WALTER A�TILUT Jr.P.E 4031- 015718 15-085 P.E. SF 1ISWltU�RE/DATE FLORIDA Lk.0 M1673 SHEET OF 2 NCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POUR OHCREfE RFG 11RED (SEE,SCHEDULE ON REQUIRED 1JN 4'O20x3/4'S.S. SHEET 13) CONCRETE ANCHORSCREWS REQUIRED FDR (SEE SCHEDULE ON20 CONCRETE ANCHORS Q 18 -D.C. (SEE SCHEDULE ON SHEET'13) (SFE NOUMIIW®(XR SHEkT 7) SHEEP 13) _ 1'-t ____ .L 0R� - Min.` -1-1/4-0-20x3/4'S.S. MALCHI EWS ___ E EQ USINGH1/4C 02 NUTS t/ 19 O 12'O.C. E.D.s /2• .250•Max. -- - ._O OR $ __ _ _O I 250' ___' \ I .250'Max. U. Max. L OPTIONAL 1 1PIIONILLnO MIN.SEPARATION TO GLA1 OR ® �rnNG--f—(SEE SCHEDULE ON SHEET 1 W 9127 11 FOR 1 ' I 1 E7DrnrHc ' i R0060)e F i MM.SEPARATION TO GLASS GLASS G1A55--, 1"(SEEExIsnNG SCHEDULE ON SHEET 11) ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EKIrnNG I MIN.SEPARAnoN To GLASS ctAss--/ i O I I (SEE SCHEDULE oN SHEET tt) ) WL I 1 1 OR ® i MIN.SEPARATION TO GLASS I I 1 EXISTING LAS � 934AIE tN 967 I i"(SEE SCHEDULE ON SHIN t t) 11 11R 13I mN31" rF MIO[S D & LfES(mR� Ex1rnGNc� OPTIONAL 1 N 9 i i 1/4. _- - I 1-t/4'Max. E . Max. OPTIONAL _I O OR Q$ E D-4 'i i i 1 /2. LziV 41A 2 ® __ __ 1/4'O-20x3/4'S.S. --- EQ- PHIWPS TRUSS HEAD 1/4'O-20x3/4'SS.PHILLIPS MACHNE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS NCRETE ANCHORS =ORS 11/4'-20 NUTS O 12'D.C. (SEE SCHEDULE ON W/1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) Mn. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED WALL REQUIREDOD MY WA SILL INSTALLATION (SEE SCHEDULE ON 0 HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLACK WALL REQUIRED O HV WALL SILL INSTALLATION N01E EOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL STRUTTER 4 E D.=EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) O SLADEE ENJjA O SHEETU19 FOR O BY BLADE 2-MOUNTING SECTIONS CAN BE COMBINED ( �11 h7 Y IN ANY WAY TO SUR ANY INSTALLATION. tEtIL11E, flORIDA BUILDING CODE Non High Velocity Hurricane Zone `````N , j-/Zj/�•,'4� ®2015 EASTERN METAL SUPPLY, INC. ��P''\\CENs�:':'�' BERTHA HVTM /TIL ECO INC. A■S■S■A■ Accordion Shutter System * H.V.BME#1 W/OR W/O KV. WMON RAM American Shutter Systems IEV.W DFSMPNON DATE DRAWN BY. M.L `J AT OF 'rZ T1WT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-ts2 4 IJ/t5 wTE 4/13/15 9•, GSA7 NX 36,A.S1..St.305,VIRWM GNLDOS.FLOROA 331 (30S)B71-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No 4i,��`S,5•..,,,,,..••G�```�.`� a-rna� aaoaa1— West Palm Beach, FL 33407 3 15-085 01VALI�N�.` WALTER A.TILLR Jr.P.E. 5 SHEET P.E. SEALJ «MATURE/DATE FLORIDA u` 441576 6 OF 20 POURED CONCRETE ANCHORS i ♦ i la1.SFPNMDa1 1 CONCR (SEE SCHEDULE ON SHEET 13) nGLASS(SM ue 1 OR ® EXISTING I �r 1 Oro q/� sa®ue REQUIRED - EDGE OF r1 FCR mAVD � YT+.sfDAwOroM ; RiEET it) SLAB IF ; at 9 S &F) m qhS • 9 D. APPUCABLE F705DNG derma'® ��1PE CI.f58� AL7FRNAlE i i i.,, EXISTING i ANCHOR I , I I LOCATION i 1 t I 1 1 010x3/4°HEX WASHER HEAD i i I 1 I EDGE OF t 1 OR 1 OR 15 Q a/ Nnl. TIX SCREWS® 12.O.C. ; -tLAB IF •3 7/8 NR+. CONCRETE ANCHORS 8 (SEE SCHEDULE ON SHEET 13) ' , APPLICABLE 1 I I ' EDGE OF EXISTING ' I 'i I SLAB IF GLASS— EDGE IF t 1/2 I 1 EDGE OF APPLICABLE i 14N.SDIY+MM all APPLICABLE .Qr a. SLAB IF POURED APPLICABLE FLAT HEAD CONCRETE ANCHORS 10 CRASS or CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEET 14) I t�ea�® ♦BEET POURED REQUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED 1 a SHLLT tP Fat t OR ® cowcRETE 11 .TRENCH INSTALLATION eADESmal� REQUIRED L'---f. O D. (SEE SCHEDULE ON SHEET 14) AUD ONLY FOR UP TO+70, -75 PSF A.S.D. i� HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGSCHN ESSULE J3, RE TING &FOR SPANS PER CGSEET 11 HV CEILING INSTALLATION (SE9IB E�0ff6ADwNaYtb011N m 11) OR(1tn/1551/eo • jp Qy (SEE SCHEDULE ANCHORS 1 1)t/4mrBueRTH SHEET 15) AuoN=T1400FabEXISTING FASTENs 1APaarGv4RS II 1/4' 1 J/a' ua L1�1M O 8EXISTING EVJ OR LIP It)W-01 SPAN AM CLASS , nfawN m tlAs GLASS--- Meow aN m 117 =1 0.0 WN SPN6 Uf✓OfI)TIVN 1.1 I. ' 1/4' R t SrAANT AT FVDif fASfOiDt/EAo ' ,I MAX (ATP.)(S.NO@ tt M sEEr 11 1/2' 3 1 p• S1D+c3/4•HEX E FVt LWR 3 B" MAX CR 15 i I I WAS )HEAD CONT.sFA1ANT ' T WS 1 e• Ial 12'RE D.C.8 E ;' {.:... 074x3/4' HEX HEAD i 1 8' ' ;' °:.• TEX SCREWS O 9'O.C. 1 1 1/4- 1/9716 1Gt 0-42°Nlt[5 014x3/4'S.D.S. 1 1 . �) :.: / OR 1/4'0-20 SS.M.S. CONCRETE ANCHORS n _ _ 6 +O J -_ _ ..;: O t2'D.c W/NUT o 9'O.C. (SEF.SCHEDULE ON 1 O B'O.C. 1 Max. _ .' •. . • •. I SHEET 14) .•• '� WALL TR NOW CURATM 2.00 MIN.'-: WALL TRW(OECORATiWE 01SLAB IF 1x3/4'F.H.S.D.S. .•.1.11N. �� 8 B'O.C. APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 •:•:.•': .••.; POURED CONCRETE D.. OR CONCRETE BLOCK SHEET 14) ON SHEEP 1 REQUIRED OR CONCRETE BLOCK ©KFYSTOME MO MTM INCA 1014 OPTIONAL POURED REQUIRED CONCRETE K HV WALL FLOOR INSTALLATION MA7II&W SIJUT SPA PV-O' +G`'n°'` REQUIRED O © HV WALL WALK—OVER INSTALLATION ,µ,a,,°,a SIUT,IR SPAN s•-o- QJ HV RAINGUARD INSTALLATION t N01E FOR THIS INSTALLATION SHAIL BE t COMBINATION OF SECTIONS: i REMOVABLE WHEN PERFORMED E.D. =EDGE DISTANCE ADJACENT TO AN OPERABLE . ♦ SEE UM ADONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECFICaDIX15 ON SHEEP 13) OR ENTRANCE BLADE DAA ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE NG ONS CAN BE COMBINED WAY TO IT MY INSTALLATION. FLORIDA BUILONG CODE(Non Nigh Velocity Hurricane Zone A:.�-I�`/A� I O 2015 EASTERN METAL SUPPLY, INC. kHV Tm �;•'J'GENSF • Accordion Shutter System i _ �. E C O i■c. ■ ■ ■ ■ Kv. am,#1 W/OR W/0 IV WINDOW IIAX * �/'/��•� *2 American Shutter Systems -N. DESWP1I01 DATE DRAYM Br: MJ.. -O'• TATE OF ` TINT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 DATE a/t3/15 G=N.W.Mh.St.Sts.M.MRG M GARDENS.nCRIDA 331 4268 Westroads Drive z '4r- Pbm1e:(305)871-1530.Fax:(305)571-1531 DRAWING No .-,I,aI:Dlte-0-1— West Palm Beach, FL 33407 3 15-085 ,FS •........•�C> EB-oo0Jr,719 ''Aiq SIONAL E AAA,"x WALTER A DLUT P.E. 4 P.E. Sf31�NAAfURE/DATED°U./4a7s7 6 s SHS OF 20 SEE END WALL CON E LS ETS 10 & IS OUT 9P IN r INSTALLATIONS W1 (I HV AN "°'�AT LOCILOC RODS oN SHEET5. D D AND ALTERNATE VA LOCK®aN SF OR L -IXISTING GI/SS BLADE W HV CENTERMATES **81ME AT NAIL FIVE IS VALID FOR ALL CENfER1dArE5 MPLICATION WRH BIADEQI OR (23 CONNEMON 1 D*®�'®•p0+©*®61 - EXISTING GLASS 1 I O ® O ® ® ® 4' 6 1/2• 3 1 7• --- (603-T(l ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE w/(z) I//a'/TAPCDN t/z' a®• ANCHORS TO coNCRd I- CENTERMAT S CENTERMATES MIN.SEPARATION (1'OP/DOnoM)dt i ttOa3/4'S.N.S.O 12' TO GLASS (4)/10x1/2'sILS.ro TUBE I O.C.Fuu W/ HV LOCK or o HV OCK or AT EACH ANGLE(TTP) 3 * Z ONESHEEEETT LE 5 ® � * 35* FIN EDULE * 1 1 5 � 9LT 1/2 z' Ir --- °"®°�©• HVB OUT H Y HVA * m at mai `' C POLICED CONCRETE OR ©�'®�© O ® 1D ® IXISnNG GLASS CONCRETE BLACK WALL IWOU 5'®"'p'®°`®'®°'I SYMMETRICAL * lJ NTN. s�raAnoN class $ *®"Qs,p�Ap•�J�PISTIASS 1 CSCE TE_/ y * IN ©•®°"Q•poA®*®4R ( TO SE=PARATION 5 b W H LOCK 6 OPTIONAL � oN SHEET SCHEDULE) Ir - (INTERIOR) ®•®°t O*®0°�'`L=/ MIN.SEPARATION ® ® - a TO GLASS -®*® T (SEE SCHEDULE I N OPTIONAL ©ON SHEET 11) (IWNOR) ----- - -- - ------- OUT CONGA ANCHORS 01 _ ks 4- - 16'o.C.CARIES Ne 9O• * ^' ® �7 ® 2 u ® U 6 1/2-MAIL.SLACK I - NOUT (E)(TERIOR) HV E HV F** HVD FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone {{{IIIIIIINiII/1/ ®2015 EASTERN METAL SUPPLY,INC- ......... NC....A;r►c[il�, BERTHA HVTM CEN _ /TL C A S S A Accordion Shutter System s ECO Nt. ■ ■ ■ ■ H.V.RAX#1 W/CR W/o KV.WNmN RADE * * TILLIT TESTING k ENGINEERING COMPANY AR161tCO11 Shutter Systems Lv. ttESCR1PTlON DATE DRAWN 9r: NL -o STATE OF ° N.W.361"'sl.sa M.vuLCRIH cmolTls,roam{331 Awactatlon. Inc. 1 OLD 11-192 4 13/15 DATE.- 4/13/15 Tot Phone:(30.9)871-1530.Po::(305)671-1331 4268 Westrocds Drive 2 DRAWING No _wd:6ltoco0oal.wm West Palm Beach, FL 33407 3 ®-0006719 4 15-085 4,CCS••••p•�•••''•�G.� WALTER A TLLJ.IT Jr.PE A �TPJl2E DATE FLORI 1 L1o.!+4167 s SHEET of 20 P.E. �Al11AA� ALTERNATE INSTALLATION W V "T" LOCK HV A F AL "T" LOCKS CENTERMATES 68) & LOCKERS (20 W1 In V BLADE SEE END CONNECOON MARS ON SHEETS 10 ! 16 INSTALLATION In HV BLADE OUT IN '��°�"�°'s 111E0swx DEVIL hW.IND CAM ON SHMT D, W/ HD CENTERMATES . M17' O O b ®•®O1 IN WELL As UNNERSAL r.MAY ®DERAu If00-NVD. wniaTFn dl 1Nrs sN�t uAr rs usm xRN nrs Km, ccF END W� ODNNECnON D w®a®•��lH'�©�®a 16'rANA ON DUML SHOWN IN iM6 n4TAt1S eN SHEETS to h 18 %i umN I sR�. �•® 35 Aa�TO10 COTNOID[ ' --- (OP— NN.) - � L----------------------------------------------- ---- ---_-------- PINS (4)11 R� i #100/4•sus•,Y OZ rw LOIOR. * N (4)ttv. I N (4)N.v. 3 rN :e To OLM 30 HV "T" PDAs(nP) s/6 _ 73/C (nP) s 5 3 LOCK (INSIDE) 1ON am 41) 7 - -------------- - -- — -- — ----- +/4 1 2 5 1 t Aot 5 OUT 31 OR 3 31 oR© 31 OR 31 oR® 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35# (OPnW11W SEE NOTE 6 FOR HV LOCK * HDC—HVC ®• W/ 7/8"0 x 3/32" WINGNUT. (aPmNey HD@—HVB OUT 'f'LOCK.ON SHEET 5. 9HV "T" LOCK (OUTSIDE) � '* METRICAL HD CENTERMATES SYMMET�RICAL HD CENTERMATES W/Qt LOCK (INTERIOR) �G* �� LOCK (EXTERIOR) t SUMS 9444 AWYINW (2074-T3 ALLOY)URGE RANGE THN ®a®a©•Oa® 10•®a SIM NOISERT,PMT 10870, 1a.®a0•1�11a®.®a AS MNLWAC1URED BY AVDEL C1Ff6T/ v TEXW N.PARSPPD(Y.NEW JERSEY ©.O.©a©•Q7 +®a 07054 OR EQUAL 8•®a®•®a®•®a®'® 3 #SEE NOTES o1 LOOCK RODS Q D HD®LOCKS ON MEETS Z! ##WVD1S1L FLOARNO SLAMODETAa NOD-MA 6 W1D Fars ALL COM]W s AP"TKM BIN 9/OE O hop—m" FLOATING STACK FLORIDA BUILD1111 CODE Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS S A Accordion Shutter System . .yy . ■ FLV.RADE#1 W/OR W/0 FLV.W INDON MADE GG ��"� American Shutter Systems IEV.14 OESCRDRIOH DATE DRAWN BY: B.L. TATE F TILUT TESTING dE ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15•, (V,� 636 H.W.3661.St.St.JOS,VIRGM CAROM n"WA 331 Phone:(305)671-1530.Fax:(305)071-1531 4268 Westroads Drive DRAWING No o-nwn:tat=9001. West Palm Beach, FL 33407 3 SSS �aG` EB-0006719 4 15-085 ..,,,�EONAI 1\\\p\ WALTER Lk,441 7E 5 SHEET P.E. SEJ1�f�I�RUITURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE URED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING /G ///'''''' 2'M E%ISTING GLASS IXISTINC GLASS CONCRETE ANCHO I771SN —1 NG GLASS J PA e 16'O.C. _ 2'NN, MAN.SEPARATION � 1 IN Tr TO GLASS(SEE —SEPARATION MI L.SFPARATKN MAN.5 IA ON SCHEDULE ON SLEET EQ Eq TO GLASS(SEE 11 FOR BLADE(DAM SCHEDULE ON GLASS � i TO ULE ON SIM (SEE I St34DLILE ON SHEET 1/16'«3'MAK ON SHEET 19 FOR 11 TUR MADE OMD SCHEDULE F�BIADEm it FOR BLADE OMD (6063-T6)CONT. fEA0F5Oh Q�1 ON SLEET 19 FDR 1/z• ON SHEET 19 FOR oN SIM 19 FOR ALUM. CLOSER (LOCATE 1 r \ rucFs®s<® ' eLAr�s O aAt>Es®&® PLATE (LOCATE 1/2"— AT ET/H8R SIDE MIN \ �O) 1/2'MIN. OF(D) I *USE 1'OR 2'MAX. ptoxt/z'SrtS. I _—_-- (AS APPLICABLE)xz•xt/0'RO-z' piOsi/2'S.M.S. ZOR L i 16'O.C. ALUMINUM CLIP®16'O.C. 4 , (6053-T6 ALLOY)AT MIDHEIGHT 4 \ (2)1/4.0 TAPCONS ANCHOORS TO SEE DETAIL X fO OR & EITHERWALL ASIDE OF®)KATE AT1 ORSIDE CONNECTION SEE DETAIL X FOR OR & O TRACKS SEE DETAIL X r0 4 SIDE CONNECTION -�- •o a °•®« ®-©TO TRACKS 6.7-8 0• SLUE CONNfxDON®•®« -CAS O ®« 10•®«®•4�-©•©« TO TRACKS �•®-®•®'©•©« ©•Q�-®•®-®•®-0•® O 0-0•®-0.@. END CONNECTION DETAIL 03 SND CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q 4 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR �OQSTING GLASS CONCRETE BLACK WALL EXISTING4 4 REQ ® 16' .C. UI AWL SEPARATION a L11ALR- A@1 SEPARAI7OJ Al 1/2'S.M To GLASS(SFE Y ------SCH ----- 70_ F] OR®OR�OR III PoOR BLAOEOMID CONC 1/2'MIN. SCHEDULE ON SHED -------- III ______ O1 SHEET 19 FOR ANCHOR 0 - I I FOR BLADE QAND _ 'I °R OR q °R 0 CONCRETE BLADES�✓4® 12 O.C. rj BLADES Oh® 4 ----- - _--- OR ANCHOR Q 16' O.C. / �7 2 MIN. 4 _ 1/2'MIN. OR 2" 2'MIN. 2'NIN. ♦SEE LIMITATIONS OF USE FOR �� y 5 BLADE(BON SHEET 19 ®QROOR�OR�OR� vlEw Y OR & 1 PLAN 1 OR �' D"-'LTAIL X OR ®-©•O«©�®« ®«®-©•O-® '°•®« END INSTALLATION POURED CRETEE BLOCK CONCRETE `SAALLL 10'®„®•Q�-©•®« �•®°'®•®'©•0« REQUIRED O O ®«O O ®« 1 HV BLADE OR HV WINDOW BLADE INTO ©•O•©-©•O•®« ®•®-®•®-®•®« CONCRETE OR CONCRETE BLOCK WALL. ED CONNECTION DETAIL 5Q BO•®«®•®-®•®-�END CONNECTION DETAIL 6 Q «®•� FLORIDA BUILDING C{IDE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. is A.T1Q •'SCE..... '�'= BERTHA HVTM s _ SS A Accordion Shutter System 1 L ECO 1 N t. A. . . s KV. BLADE#1 W1 OR W/O H.V. WWW MADE 3 �l.(_:* AnleriCcn Shuffer Systems IEV.N. DE3CRIPTTON DATE DRAWN IT(' MT.. T TIWT TESTING ✓g ENGINEERING COMPANY ASSOCIGfIOn. Inc. 1 OLD 11-192 4 13/15 DATE- 4/13/15 STATE OF '� 6x33 N.D.3M.Se.,Su.3M.VIRGINIA GAMENS.FLOWA Sat �• Plnna:(303)871-7330.Fa>t:(305)8)1-15]1 4268 Westroods DHvo 2 DRAWING No ,co. OR113y.1`zg$ ®N 6o9aoloom West Palm Beach, FL 33407 3 1$-085 ASA,s8719%•••.•••••` ��` WALTER A.TILUr Jr.P.E. 4 ./ 'SAA DNA! FLORIDA tk44167 3 SHEET P.E. i'tN L��•�URE/DATE 6 10 OF SCHEDULE 7G1 SGHEDUt,��l,� SGHEDULF �_3 MAXIMUM SHUTTER SPAN'` 'L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L-' (ft,) INSTALLATIONS LNST Ite—�TION t_EGft�D MMUNATES, 0 &@ or or INSTALLATIONS W/ PPEMINGyy -- Wj ONE N.V. LOCK ®Or 0 or orEISIC�L_ CONCRETE & & & W ONE HV LOCKS MANSORY WOOD PO POSITIVE MAXIMUM ALLOWABLE SPAN FON . GIVEN HD LOCK ®W/ NO LOCKING RADS or ONE FAV LOCK or�or� f POSLTIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES & W/ ONE HY 'T" Wj Np LOCKING RODS OR Wj NO LOCKING YJAiL L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE A, 8. C. 0. E. M. N. 0, P, 0, LOCK @ W/TWO LOCKING RODS® TOP & (SEE NOTES tit) ODS MOUNTING F, K& L R. S, & V. AS 0.DESIGN PRESSURE RATING.BOTTOM SEE NOTES (VAUD FOR MOUNTING(D SHEET 7 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR coNCgEIE&WOOD ) FLOOR/CEILING ,C, H. t, (l, J T, UW & X WALL MOUNIINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: Alit DM CONCRETE&WOOD INSTALLATIONS 6 MA,mAR+ CONCRETE MOUNTING & M wcuty Asn Desch INSTALLATIONS GIVEN A P051DVE ASD. DESIGN PRESSURE RAT NG, R WALL,MOUNTING FLM10R/CBUNC WALL MDUt1DNG v�as'wrse DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. MOUNTMG tJ & RAVIC FLaOR/Cl7UNG MOUNTING (+oR�) (+.-) FLOOR/CEILING MOUNTING ir• ) OR � GIVEN A NEGATNE ALSO.DESIGN PRESSURE RATING, I.+ G9 t-(R) L t pU t-{}� t+ o dR-) Fi ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE, (A) L-{ft1 I+ (R L-{R) V MAXIMUM SHUTTER SPAN ^L+`OR 1 FOR 30 OR LES 16'-0' 16'-0" 16'-0` i6'-0' 30 16'-0` 16'-0- 30 16-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN iS EQUAL TO THE 35 14'-t0" 14--f0' 15'-2' 16'-0' 105 psf.AS.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+^AND"L-'- 35 14'-70' 14'-70' 35 TS'-2' 16'-70- 40 13'-10' I3'-10' 14'-2" 15'-2 40 13'-10' 73'-10' 40 14'-2" 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 5'-11- t3'-t' 13'-4' 14'-3- 45 ,3-7' 73'-f' 45 13'-4' 14'-3• 'f' WCORNER CENTERMATE r3 MAY BE USED AT ALL COMBINATIONS IN SEMEEN WALL MOUNTINGS 50 12'-5" 12'-5- 12'-B" 13'-7` 50 12'-5" 12'•-5' SO 12'-3' 13'-1' MOUNTING INSTALLATIONS.LACKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 t,'-,0" tt'-ig' i2'-7' 12•-if55 1T'-10• it'-tO- 55 Tt'-T" it'-it' SHALL BE AS FOR A GIVEN POSITIVE A5.0. DESIGN PRESSURE ON MANDATORY CONDITION J2 ! 60 17'-4` 11--4" 11'-T 12'-4' 60 tt'-4` F1--4- 60 }0'-2" 70'-ii' NOTE p5,SHEET S. RATING, 65 ,D'-tp' t0'-10` 11'-t' 11'-ti- 65 10'-10" TD'-10• 65 g'-S" 10'-1• DETERMINE: 70 10'-6' t0'-6` 10'-9' 11-3* 70 10--6' t0'-6' 70 8'-9' 9-4' •'� LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1" 10'-t" 10'-4' 11'-1` L2+=MAX,SPAN FOR FLOOR/CETUNG MOUNTING 75 10'-1' 10'-1- 75 - 8'-9' t t EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 9'-1O' 9'-t0" 10'-0' 10"-9' 80 W-10' g'-To' 1-`AND MAXIMUM A S D.OESiNG P{i1SSURE RATING FOR 85 9'-6- 9'-6' 9'-9' 10'-5' 11307'-B' _g* g•_g• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE -3" 9'-3' SHALL BE UMTTM AS FOLLOWS: RATING: 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE 9'-2' 9'-t0' -0" 8'-9- Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 6'-9- 8'-4' 9'0 9'-7' 9- W-4`- LIMITED TO }64,-72 ps.f. AND B'-0-SPAN, SEE L2-=MAX,SPAN FOR FLAIR/CLIUNG MOUNTING 105 8'-T T-it" 8'-9' 9'-4' MOUNTING M@ON SHEET 7. 7- 7'-11' • INSTALLATIONS, 110 8'-d" 7-7" 8'-T 9'-2• 4" 7'-7' A FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE lis 8'-2' Y-3- 8'-4• —8,-1 1" 2" 7'-3- MINIMUM TO GLASS SCHEDULE MINIMUM BETWEEN 11+". '1,2+". "Lt-AND •L2-- 120 6'-D' 8'-17' B'-Z• B'-9' ' 6'_11• - 125 7'-10' 6'--e` 8'-0^ 8'-5- 10' 6'--8" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 730 7'-8` 8"-5' 7'-10' W-1' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN e` 6'-S` MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6•-2- 7'-9' 7'-9" 135 7'-7" 6'-2- WIND ZONE SPACING. 140 T-5' s-n" -7-r 7;--G- 140 r-5' S'-n' ASTM E--1996 SEPARATION 145 7'-3' S'-9` 7'-5• 7'-3' 145 7'-3' 5'-9' TO GLASS 150 7'-2' 5'-7- 7'-4• T-0- 750 T-2" 5'-7' 155 7'-0' 5'-5' 7'-2' 6'-9' 155 7'-0- 5'-3' 1 THRU 31.r 160 6'-ii" 5'-2' T-1' 6'-Y 160 6'-ii" 5'-2' 165 W-10• S'-t' T-0' 6' 4' 165 6'-70` 5'-1• 170 6'-9' 4'-IY 6' 170 W-9" 4'-Il- 175 6'-T 4'-9' 6'-9' B'-0• 175 6'-7' 4'-9• 180 IBD 8' 8` 4'-B' HV BLADE 185 4'-8' 8'-7•-r W-8,-8' 1 B5 190 6'-4' 4'-5- 8'-6' S'-6" 190 6'-4' 4'-5' 195 6'-3' 4'-3' 6'-5' 5'-5- 195 6'-3" 4'-3- 20p 6'-2" 4'-2• 8'-4 5'-3' Z00 zo5 6'-1• 4'-1• 6'-s• -t• zp5 g-i' 4'-1• FLORIDA$UUIN6 GQDE(Non Hi h Veloci Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. .........Ir���i BERTHA HVTM T /TLrE C 0�,� A.S.S.A. Accordion Shutter System (/ • ■ ■ RV.aADE#1 W OR W/0 KV WNDUv aaM TILlJT TESTING & ENGINEERING COMPANY American Shutter Systema tEv.w DESCR"DH DATE DRAWN B,§tMAQY. O. U=KW..76N,57..SLR aDA WR(iIM 7LNpEH9,rLaaaA u1 Associafion. Ina- t OLD 1 t-192 4ftY DATE. 4/13/15 (305)871-7530.Fw:(305)671-1531 4268 Westraads Drive 2 0-8744:lsltec.0,261cam DRAWING NO F P 4c. West Palm Beach, FL 33407 s toRia.• G��; WALTER A. 0071Jr.P.E, 4 15-'085 ��Ui`S TIG t �E/DATE nDRID&UI l 44167 5 SHEET 6 OF 20 1 1 7 \ \ :111 'r:7.\ :I. :.\1 _ f•;;3.:a•.\1 \IM R• \II.Its,..:.11' •i/: .F•\ :\al ZK.; �•J\ til :\.M,.•.. a\1 Q .a 0 is ` 'O mO. O. 0 .a• • •1 . 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O . • mmmoo nea mm�aQooQamm4000Qsam®oa0000vmooQOQoomooQOQ000mo©000 _ �exca nQommoonQon�mmodomo�®000ama�000vvoa�moao©000 �) of .• • maaoononommo�000no mmn000n0 mm nOnOO mmnQOOnn�QOiiQOQn��OQQQOn ommmo0a0 - oondo�ammon0000a•moiaoQno • Qon000QQon00000000Qo • • onoaioomm00000 m000nooa���im0000ia�r®OQnnOOOOOColo= m®oonnMM mvonooM®vomo�m��mvovooe•�ov000®o oova�o®�i�ml7ODOQQ mmvo nmmmmmm ®m000novam0000vnomov0000 mQQQ000 moQooQQQmo®ooQ o Qnoomm© moQQonoamsanonnnomonn000��®®Q0000pomon000nn00000®5Po ' mQ000noomooa0000moQ000 viaQQoovoQ000 moQQ0000mooQvoonmonv0000mn000nonmonnnnQoom000ano ' a�nmoPioo5E555oovvomv00000v000�®n®0000�55oov00000monQo m�QaonvomQ000QoomlA000000mvo6�0000mv000vvonomoemr�a ;' ;, ; •� - i I MAXIMUM ANCHORS SPACING On) SCHEDULE FOR A GM34 MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. DESIGN NEGAU E PRRFSMRE RATING AND A CORRiSMMM M UNRNG TYPE FOR CONCRETE OR CONCH BLM7c_IHSFALATpNS (SEE MOUNNM05 E Q.&N ON 91FE1TS 6&7) _ 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PDUR D COICREIPtONCRETE BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(LIK re-3 kxt) mawN EQWALL SILL MOUNTING ©CEIUNG MOUNTINGHO FLOOR MOUNTING - 1/4`6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDM(18n.1'c-3 k3Q SPAN ENCHORS SPACING LEL;= - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.CC-3 km) (B) LM aE5h717N IiDM PIaESM RAMC W kSD OE9O118Ii11NE n®!E 1W796 OF51Q1 NOGIINE PW561(Q RANO - 1/4'0 BWE TAP CONCRETE/WCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTEE67tS DIRECT.INC.(Min.re=2 Imf) 70 40 160 175 190 1120:160 205 30 40 60175 90 12D 1160 205 30 40BD 75 90 1VED 20 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POTTERS FASTENERS,INC,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&S'ECIALIY 14 2 10 B e e s 53 14 12 70 9 B 8 6 14 12 10 9 B e e b TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROLICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. THREADFORM TECHNOLOGY 14 12 110 0 1 8 B[4.5 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 (MITT.1'C=3 W) DR LM 14 12 10 B 8 e 6 14 12 10 D 8 8 8 B 14 12 10 B 0 8 B 5 ALL SOLJD-SET 14 12110 e e" e` 7 14 12 10 9 8 8 6 6 14 12 TO 9 H a 6 6 BLUE TAP w/CAP Notes: f4 12 10 B a 733 14 12 t0 0 a e a 6 14 12 10 B 0 B 6 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORY TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 D B 8 B 14 12 10 0 8 B 6 8 14 12 10 9 0 B 6 55 ANCHORS IS 1 3/4,AND FTM BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0" 14 12 10 9 B e 4 14 12 10 9 B 8 6 4s 14 12 10 9 B 6 4 3.S 14 12 10 9 0 a43 14 12 10 9 B 8 6 0.8 14 12 10 8 8 B 6 45 �)MINIMUM EMBEDMENT OF 1/4'0 x 3// ALL POINTS MACHINE S ANCHORS SHALL BE 7/8'INTO NG MINIMUM SHOULD S CC EMBEDMENT INTO STUCCO SWILL BE PERMITTED.1/4'9-20 S.S.MMM:FOONE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO fJOST,AND 14 12 10 9 73 53 - 14 12 10 9 8 6 6 5 14 12 10 8 5 7 53 4 4 SFE�A�IN-' 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 a 8 B 14 12 10 B a 8 0 55 14 12 10 9 8 B 8 i--S SNEEf 19 5•�" 14 12 10 9 8 7 - 14 12 10 9 8 6.5 5 &S 14 12 10 B 65 s 35 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOSIING WALL OR FLOOR. 14 12 to e a 75 - 14 t2 tD e e e s 4s 14 t2 10 e e e 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INWCATEp ON 14 12 95 73 6S 4s - 14 12 f0 9 6 7s 55 4 14 12 10 9 8 B 43 J3 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING 1)R DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 8 0 9 - 14 12 f0 9 B a 6 5 14 12 10 9 0 6.b •S 35 INSTAWIDON TMD EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 73 5.5 3 - 14 12 10 ILS 1 55 4 3 14 12 9 65 53 4 3 14 12 10 B B 8 - - 14 1210 B 8 85 5 75 14 12 10 55 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 84 14 12 f0 D B 65 45 15 14 12 10 B 7 5 3.5J - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORY TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUIWEX. 14 12 10 9 a B - - 14 12 10 9 a 7 5 4 14 12 10 9 75 53 4 3 - 1/4"0 x-3/4'ALL POINTS SOILED-SET ANCHORS,AS DISTMOUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. �•-0" 14 12 TO 8 65 4 - - 14 12 9 73 ti 43 JS - 14 OS 7 S3 43 33 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACRRM BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 133 7 4 - 14 12 10 97.5 S5 4 1- 14 12 9 7 17.5 43 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FAS"E S,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 11 7 55 45 - - 14 12 10 9 73 55 4 - 1412 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION-INC. 14 12 10 8 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 0 6.6 a J 5 - NOTES: 14 12 83 7 55 3 - - 14 121 8 16.5.55 4 3 - 12.51 95 6 5 4 3 - - &I)MINIMUM EMBEDMENT INTO CONCRETE BN.00K OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4'AND TAPCON 14 12 9.5 7.5 8 - - - 14 1219.51 8 53 5 - - 14 112 6 S 0.5 4 - - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1". 1J 9s B.5 5 35 - - 14 12 110 1 B 65 6 - 14 112 B Bs 5 4 14 12 10 9 0 - - - 14 12 10 B 7S 4.6 - - 14 12 eS 7 6s 4 - - &2 MONaLUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLLD-SET ANCHORS SFULLL BE ENTIRELY EIIEiEDDED INTO THE CONCRETE BLOM NO 9'_0 14 113 73 88 4 - - - f4 11 T 53 5 33 - - I1 E 55 45 &5 - - - )EMBEDMENT MD STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SIALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 BS 45 - - - 14 12 B3 7 53 4 - - 14 OA 7 55 8 4s - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. Its B5 55 4 - 14 12 9 7 6 4.5 - - 14 it 7 5.5 45 35 10•-O" 14 12 10 9 73 - - - 14 12 to a'es 5 - - 14 12 a e 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PA1NEl5,PAVERS OR ANY VENEER DE FOUND ON 711E EGISTING WALL OR FLOOR, 14 105 7 5 &5 - - 13 9.5 TLS 5 4 3 - - 10 7S S 4 3 - ANCHORS SHALL BE LONG ENOUGH M REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7S S. - - 14 11.5 9 6 5 4 - - 25 9.5 6 5 4 4 - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METH..STUDS CONSULT THIS ENNGBNFFLi. 05 6 5 - 14 12 B 65 55 4 - 13 to 0.5 5 4 3 FOR INSTALLATION INTO OFS WITH METAL STUDS SFE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 OS 7 55 43 35 - 2S 9.5 b - 12 9 a 45 4 3 _ - 9 7 45 J.5 J (C) ANCHORS SMI BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 55 45 - - 15 65 55 4.5 .75 93 7 43 - - 14 113 75 6 5 - - 12 9 8 4.5 4 - _ (D SEE SCHEDULE BELOW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 B 6.5 55 - - - 13 10 83 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 113 0.5 45 - - - - - 11 8 55 4 35 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 95 8 -11319.5 65 S 4 - 05 D 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS - 14 10.5 7 S.S 43 - - 11 BS 53 {3 33 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN 1INIMUN SPACING INDICATED FOR EACH ANCHOR TYPE 13•-0• 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 B 45 FACTOR 05 e - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACTUA. TAPCON WITH ADVANCED TAPPER.+ 12 9 6 45 4 - - - 95 7 9 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/GAP e e _ _ _ - 13 93 63 S - - - - 03 73 S 4 - - - - LADE OR DICTANCE THREADFORM TECHNOLOGY MLN.SPACING 14 12 - - - - - - 14 05 7 55 - - - - 11 B5 ED. MIN.SPACING 3' MIN.SPACING 3• MIN.SPACING a 3 1/2` MIN.SPACING 3' 3 3/4' 4' 10 7s - _ _ _ _ _ 8 714-5133 - - - - 7 fiJs 3 - - - - POURED CONCRETE& F'OU RIB OONMR IE CONORDE EM POURED CONCRETE& POURED CONCRETE&POURED ATE CONDETE em 13 8 _ _ _ _ _ _ it 8 3.5 {3 _ _ _ _ 9 83 43 _ _ - _ _ CONCRETE BLOCK MK ER"3 1/r MRL Fes."2 1/r CONCRETE t.00IC CONCRETE"BLOCK WL E0.=3 1/r K FA"2 1/r 1M E0.=r -5 - - - - - - - 12 9 6 - - - - - SIS 7 43 - - - - - 14 - - - - - - - JS to es - - - - - 0.3 B s - - - - - BLADE WORKING _3" t.D o90 l.o 0.78 t.o 0144 t.o BS as 4 - - - - - 85 6 3 - _ _ _ _ 2 1/2" - 0.81 l.D - 0.67 1.0 to - - o.5 a 5 - - B5 e 4 - _ _ _ _ IN UNISON ♦ 2" alt - - 0.51 - 7 - - - - - - - 114 85 s3 - - - - - 9 "5 4.5 - - - - - 1 3/4' - 091 - - - 0.43 14 - _ - _ _ _ 25 E H. _ _ _ _ _ 10 7.5 5 _ _ _ _ _ 1 1 2" 0.35 - - OA5 8 - - - - - B 6 4 - - _ 8 4.5 3 - - _ - - - _ as - - - - - 95 7 5 - - - - e 6 4 - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone \A TI AI 0 2015 EASTERN METAL SUPPLY. INC. P:....Q/T''�% �ENse'.. ■ ■S.A. BERT TM 1 L E C O �N�. AS Accordion Shutter System KV.BADE#1 W/OR W/O KV. WINDOW MADE f� = Amerll¢an Shutter Systems DF UHMON DATE DRAWN BY: M.L c; TINT TESTING & ENGINEERING COMPANY z STATE OF 63W N.W.35M SL.Ste.SN.VIRGINIA GARMS,1101110A 33161 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(30.5)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No F.E. e-maE0-0008oftolcomWest Palm Beach, FL 33407 315_08$ 719 WALTERA 711.111'Jr.P-E 4 �'ftllI'fSi��JATURE/DATE FLORIDA Ue. 44167 8 S 13 OF 20 0co » N ` = d = UX m& En �T to U _J W D In z OV 72— Y a n r o 80fi +�y�W m m zdo Lj oZn oiSa� W ¢ ■ E o o � � a + c�F^ MILE o NM in z a w ¢w o atin Ai cM K m WZ -�CA? p �� z4�S� ■ m rc oln�c � y� vm E to O y ■.�QNa 3 r� n 8m ��y 9yy1 o N N m N N m m m r N g y'�nr�lom�v I mn I I nn I l N l l l n l 1 1 III I M, I I r 1 1 1 r I l I IAI, l 2 u°D�jjj?e S �gyNNNmglenyyN=a yN rq NmnNrr nmrrlbllnnl lNnlllalllmlllgl l l 111 W R $F� p p mnmgb Nmmgq NN NabmNgN aa'mmnfenm nmrb�mrrnmrrnanr1N111Nl IIN11 � 111 1=® p 0 I.NNnbbmma nNNyyggbNNb Nqq Nm mmnmNmf+mma'„3mfm' mY�nlmrfnb�rl m'1,71 n Z O p .......... a m n�y a n r n N n'�,�n"rI m"�m r� lj•n-- O p ~R • 3 g a a n m 0 a a m m N N V1 y m n b b g O m q N y N q a m m y N q b m N N m a b n m m N b a a n y N D yIN g q D n m p 5 i O RNNNb Obmmn NNNNPm NtlOaNmNNN mammmyym NmamN NNm OmaN alm Nmyb NNNNba J:}4 11�� pp�� rII11 Fy-.mi 6 $nnnn° n°� rnN '�nrY I nn l i n t I l e l I l Y l I I I I I n L I . 1 1 1 .Will 1 I 1 I I 1 1 1 @@@@ `t J., .... 3 cm^v nnnnnnnln'�nnn Yn�mrna�nnnrYln� llnll lnll1011 IrlIIIrl I1 � 11 In11 �`�"\ •,?/�4\ ^ y. q nnnnnnnnnn nnnnnll�n'�n�nhm vn q �n�annr, I n,� I I nn 1 I�n I l l n l I l m l 1CIA1 WQ, y �. nnnnnn nnnnnnnnln�nn nnn^gnm�Mn Orn Nnr N�nr�n�n'�. 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M In iD n• m 01 G H 17 Y N i0 i MAXIMUM AS.D. DESIGN PRESSURE RATING ( �f,� AND CORRESPONDING MAXIMUM ANCHOR SPADING (ip.l SCHEDUL FOR A GNEN MAX. SHLIITER SPAN. NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MO nNG TYPE. (SEE MOUNTINGS ON SHEETS 16&17). ZS3 LJ B !S3TFRATE SOUTHERN PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SPRUCE PINE SPRUCE PINE 7/2" MIN. COX 2 w MIN.G=o55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD IA W/ W/ MIN. G=0.43 W MIN. 0=0.36 YAIImuM SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGSM, N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & a S&V S &V S&V kM®I VAIE 8759 SM 44 LZ MIM RM RiffiF Rw(1!J ®I IBM HALE w%w "s NONE R06UE TW9C(,^� l®I LLL'A9E 8>SSfE BAIc� 30 40 60175 90 05 30 40 60 75 90 65130 40 60 75 90 O5 30 40 60 75 190 05 130 140 60 75 90 05 30 40 60175 190 b65130140 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -0'OR 2 10 10 9 8 8 6 6 _I.S_ 8 6 12 10 10 9 8 8 6 6 B 6 8 8 12 70 10 9 B 8 6 6 6 6 8 6 B 5 4 4 1 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 To 10 9 8 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6 8 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 B 8 8 6 6 6 6 5.5 12 79 10 9 8 8 6 6 6 B 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. 6'^0' 12 10 f0 9 8 BS 6 6 6 8 .5 45 12 70 10 9 8 5 6 8 8 .5 5 4S 12 10 70 9 6 .5 8 8 8 8 5. 4.5 8 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 /2 12 12 12 12 12 10 B.5 1 Z 10 10 9 8.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 B 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12.10.5a.5 7S 8'-0' 12 10 10 7S 4.5 3 6 6 6 S 4 S 12 10 f0 8 3.5 - B 8 5 .5 35 3 12 10 10 4 - - 8 8 5 S 3.5 3 8 5 4 - - - 12 12 12 12 12 72 12 12 12 12 11 95 12 12 1 9 7.5 BS 9'-0' 12 10 10 S 3.3 - 8 6 5.5 4.5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12.L 12 12 12 0. 12 12 12 1 9.5 85 12 12 10 8 6.5 5.5 10'-0' 12.10 7.5.4 - - 6 6 5 4 3 - 12f0 8 3 - 6 6 4 3,5 3 - 72 10 3 - 6 B 4 3.5 3 - 8 5 - 12 12 12 12 11.59.5 12 12 12 104 8.5 7.5 12 129 7 6 5 11'-0' 12 10 5.5 - - 8 8 45- - - 12.10 4S- - - 8 .5 3.5.- - - 12 10 - - - 8 .5 4.- - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9S 8 7 12 12 8 65 4S 12 16 4.5 - - - 8 6 4 a- I 3.5- - S 3.5 - 12 10 - - 68 6 - - 6 45 - - 12 7.S14'-Cr 12 10 - - 6 .5 - .5 4.5 - - - - 72 7 -15'-0' - - - - 5 - - - - 1216'-O' - - - - - l n HV BLADE OR HV BLADE Wj �A HV WINDOW BLADE WORKING IN UNISON* •REP:u Ana1s ov a>g raa (RADE ON 9IEEf 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 70 WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CON=OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.DS) �{SECTION �ON���S 1&17.4ANMANUFACTURED(W LT.W.BUREX DN/YWORAI ELBEDFIEM INDICATED INDICATAT -SPRUCE PLNE FIR NORTH W/0-0.43(NDS•) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G"0.36(NAS.) 2 ANCHORS 1D HOLLOW CEILING SHALL BE AS PERLIOUl1197G TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'CDH PLIIYOOD(1986 APA) Uo SCREWS AS PER NDS 2012 SPECIE TfONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWNC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. B WMA HVTM ,.�,L11111"' A.S.S.A. .... Accordion Shutter System �� =Tl C O �N C. H.V.BLADE#, W/OR W/o KV.w►NDow BLADE American Shu"arems TILLIT TESTING & ENGINEERING COMPANY � N DESCRIPTION DATE DRAW+By.: M • n x4167 SM ILK SOet SL.St..e•30•VlRQWA GUMS.ILGMA 331 Aeaoclatlon� Inc. , OLD 11-19192 4 13/15 DARE: 4 4/13// 15 �Nv •^k Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No e- A:6lee-DooLWm West Palrn Beach, FL 33407 3 * stA = R A.ITL6719 4 15-085 TE OF to r WALTER A. ,"167 5 SHEET f►, FA 4`te�E G 15 OF 20 .S'SIONN,..t�%�``` . � INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & aA HV.* BLADES AS APPLICABLE MAX. S + og L— rog INSTALLATIONS INLO WOOD WITHBLADE 1) ONLY SAL WALL F11404 BE LIMITED TO 105.0 psf, A.S.D. DEI N PRESSURESEE §HEEX 19 FOR MAX SP 1/4'0 TAPCON OR A.S.D. DESIGN SU FOR 0 E 1 & 1A) WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR L' W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min_PENETRATION OF THREADED AREA TO EXISTING SEIIARVION EXISTING WOOD HEADER. WOOD HEADER(SEE SC1EFDlAE ON SHEEP 15) I ro ' 'I 1 OR r (SEE SCHEDULE ON SHEET 15) �O 1/4.0-2Ox3/4'S.S.MACHINE I SOEDLLE ON SHEET SCREWS W/ 1/4'-20 NUTS 9i ON SHEET 19 FOR I a s 1' ®12"O.C. EXISTING L DAMS(1)&Q� x Gtass @ I I OR 1 N FWINISH IWALL I w 1 ~c�DOSTING MIT. 4.i";. F1MSH ( OR 2'x4'WOOD EXISTING MIN \ HEADER REQUIRED 1 OR® I 2'x4'WOOD FJEISTMG I 14EL SfPMRA1W ( 1 HEADER REQUIRED ' 1,44-0 TAIPCONDFORM OR TAPCON WITH ADVANCED THREADFORTECHNOLOGY W/1 1/2' _ EMI&XISTING ING PENETRATIONOOH AD RHRFJU3ED AREA TO 'I TO CLASS(SEE MW.SEPARATION TO CLASS 1 1 p(6TNG WDOD HEADER. L —fSCHEDULE �BIAOE mADD EXISTING p--(�SCHEDULE ON SHEET,Ir- 1 SCHEDULE ON SHEET is) I ON SHEET 19 FOR Gr'I J _j Yx4"CONT.SILL PLATE FWD. &WWALL HEADER INSTALLATION I OHV WALLSILL INSTALLATION MOHV WALL HEADER INSTALLATION MIN' O CLASS EXISTING I MIN SEPARATION TO GLASS ' (SEE SCHEDU SWARONTSHEET 11) 1 GAS" Ell= /�_—(SEE SCHEDULE ON SHEET t 1) ) EX10 . 2"X4'CO 1 MIN.SEPARATION TO GLASS f ctJlS� gI55—J (SEE SCHEDULE ON SHEET 11) WOOD PLATE 1 I 1/46-ZOx3/4'S.S. REQ'D. M 1/4'0-20x3/4'S.S. USING SCBE NUTS I I I �z;�:'��:":MACHINE SCREWS W/ I `:1/4'-20 NUTS O 12'FINISH D.C. I O 1Y O.C. WALL !r. ol _ 2'x4'OOM_ OR WOOD PLATE ♦. -? f._ 1'Min. REVD. -:T 2'x4'CONT. i4OR TAPCON WITH ADVANCEDa /'0ETO RN 1 MK PENETRATION OF THREADED AREATO 1/4'0 TAPCON OR TAPCON Wmf ADVANCED ,1/4'0 TAPCON OR SILL PLATE F7(6TNG WOOD HEADER. THRMFORM TECHNOLOGY W/1/2' L= RC:O'D. (SEE SCHEDULE ON SHEET 15) •moi Min.PENEERA.11 OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL FINISH (SFE SCHEDULE ON SHEET 15) EXISTING MM.2'x4' 1/2 MIN.co , THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL SPUDS® 18'O.C.MAK PLYWODU REQYJ. W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD READ. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION ISTING MIN.2"x4'STUDS®10'O.C.MAX REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCOROANCE ACCORDANCE WITH WRH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION •SEE UM}LAnoNs OF L OF©HV WALL SILL INSTALLATION F.B.C. BLADE TOM SHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. BERTHA TM =T1A S S A Accordion Shutter System �y�/ /� C O S M C. . . . . KV• �#1 W/OR wap 1iy WINDOW BLADE `rele`��"'- iiLLIT TESTING .t ENGINEERING COMPANY American Shutter Systems ,ancluPnoN DATE DRAWN BY: M.L. 6357 N.V.761x.SL.Sts.M.VIRGINIA GARDENS.11.011113A 3316 Association. Inc. f OLD 11-192 4/13/15 Dae 4/13/15 ,�• Phone:(30.5)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No �9•• rtv� .-I:ultecoOUoLwm West Palm Beach, FL 33407 3 X:,.F�ORIDP•.G���'�: WALTER A.TfIAJT�1Jr.RE 15-085 R_ORIOA Uc.8 44167 5 SHEET P.E'''� t�{t ATE 6 16 OF 20 ,1 INSTALLATION DETAILS ON EXISTING_ WOOD BUILDINGS FOR M HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEKDE C1�ONLY SHALL TED TO 105.0 PRESSURE RATING S SHE WALL FINISH ET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE1 & A. WORKING IN UNISON 1/4'0 TAPCON OR -'EQ Y MIN. YAPOON WITH ADVANCED 4'x8•(Min.)DUSTING EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY W000 BEAM REQUIRED. W/1 1/2'Arm.PENETRATION 1/4.0-20x3/4'S.S STRUCTURAL ADEQUACY OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD OF EXISTING WOOD BEAM IX611NG WOOD HEADER. TO BE CERTIFIED BY IXISI{NG WOOD t. •1,1 N{xx MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR \(SEE SCHEDULE ON SHEFET 15) W/1 4`-20 NUTS ARCHITECT PRIOR TO 19 O 12 _C. SHUTTER INSiALIATION. 1/2• 1/2` O�.C.REQUIRED 1 1 1/4'0 TAPCON OR EXISTING SOFFIT ORTAPCON WITH ADVANCED _ 257" THRFADFORM TECHNOLOGY 3/4'Max.THA. a \ I I NMI. W/ 1 1/2'MxI.PENETRATION E Q 014x3/4' E 1'x40xI/8'CONT.ALUM.TUBE N II,\ OF THREADED AREA TO (6063-T6 ALLOY)W/ 'I I �-DPTIONAL EXISMG WOOD HEADER. s.MS. (SEE SCHEDULE ON SHEET 15) O 6'O.O. I 1 Of©or Q s/1 AF LAG SCREWS ro i (')^;":;''• -�1 or Q or Q I H RAFTER OR TRUSS. 1 LOCATE LAr SCREWS AT O .. I 1BDWIOTH OF EXISTING W000 F30SfING MIN 2'x4' ! I MEMBER,(2'Min. NOMINAL EIOSTINC---1 HEADER R IN OPEN HOE AT EACH WTUTTI)W/2•Min. GLASS -(SEE MIN.SEPARATION TO GLASS I STUD r0 ACCEPT PENETRATION OF THREADED ! SCHEDULE ON SHEET 11) EXISTING I $/16b UC SCREW ANSA VALID FOR GLASS----I � AT CENTER OF TUBE BbTALUT10N5 WITH 72psf I tH g � I MAX.A.S.D. DESIGN LOAD AND HV WALL HEADER INSTALLATION I THIS E'°s"SS I LTO SOYLASS(S" INSTALLATION MAX SPAN.ONLY G 1O GLASS(8E INSTALLATION IS ONLY VAL10 --i 111FUR 9�1919 DA 1 OR ♦ SCHEDULE EE Ou sH FOR WOOD W/MPI.SPECIFIC O ® Wl UR M 19 FOR GRAVfTY OF 0.50 AS DOUGLAS BAQS(D I ON Q)tr� ♦ FIR OR SOUTHERN PINE No.2 1-SEE SHOT 4 FOR TYPICAL SHUTTER ASSEMBLY 1 OR® OR EQUAL 2-MOUMING SECTIONS CAN BE COYBNED OT HV CEILING INSTALLATION N ANY WAY TO SAT ANY INSTALLATION. /(�� U G STALLATION I M GLASS(S1E(SIE /OR®♦ MIN 1! MN.SEPARATION TO CLASS --) C 11�eON I I I 1 7 (SEE SCHEDULE ON SHEET 11) DUSTING I ON SW 19 FOR � (SEE SCHEDULE I 1 TO GLASS DOSRNWG,1 O \' alDTs0tr0 \ ION SHEET 11) ! fill ADEMAND E I ALTTWMA a ! I LOCCHORA 0 I I EXISTING 6 I I jFINISH I I 1/4• I '/''1BL $1Oxs/4`HIX �i I i 1 27x6'MN.Woo �. Max. ©� 7 NO FINISH WASHER HEAD TEK I DECK REQUIRED i OR 27x6'MIN,WOOD SCREWS O 12'o.c (pt I nWED DECK REQUIRED(NOFINISH ALLOWED) ) 'ISI EDGE 0 DECK 2' I OF E EDGE OF DECK IF APPLICABLE - DECK IF l J IF APPLICABLE APPLICABLE 1/4'0-20x3/4" 1,�-- �; 1/4'0 TAPCON OR PHIWPS TRUSS HEAD _MIN. YAPCON WITH ADVANCED M'^• MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCID CONI. 7HAF1iDFORM TECHNOLOGY W/t/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2'AIN. 911 PUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED W/1 1/2"M'm.PENETRATION O 12"O.C. READ. t OF THREADED MEA TECHNOLOGY W/ 1 1/2'Mm.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO DUSTING WOOD HEADER.(SLE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UTAITADOUS OF USE FOR O HV WALK—OVER INSTALLATION Q HV 'WALL SILL INSTALLATION BLADE W ON 91FtT 19 WO HV MOR INSTALLATION FLORIDA BITING CODE(Non High Velocity Hurricane Zone dJAAAAtR - Tl� AA/AAAA ®2015 EASTERN METAL SUPPLY,INC. ..... .,•!/r BERTHA HVTIJ \CEN '• �' A S S A Accordion Shutter System L ECO 1 N C. Kv.RADE#1 W/OR W/O H V.'WINDOW BIADE i1LL1T T American ShuHer System$ EV. DESCRIPTION DATE DPAWN BY: M.L •O: �� ,.IGT;' WW N.W.36NM,.uStR.S ENGINEERING COMPANY ta�W,NRmW GARDENS,FIDROA JJI6 AmDC10tIOn0 Inc. t OLD 11-192 4/13/15 MME: 4/13/15 Phone:(3M)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No c4S;•.,, `��� e- 0a:bltacaooal.wm West Palm Beach, Fl_ 33407 a EB-,s6719 70NXL ENG.•° WALTER A Wulf Jr.P.E. 4 15-085 Mp/1 0% FLORIDA LT..B 44167 6 SHEET P.E. SEALf�I 7�A�URE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR (a WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS y 2'0/•1ua SN05 RED NPL WOOD YsA'YM. 5nw Nano. HOOD STUDS. ,/a•.Tx w. YdNN. Vs APvuaeW \ / ANOIOR 0 S•O.D. woo sews NHL a \ / 7 YN \ / (AS ApRrAmn FINISH .� lh•.0111/ � I \ / : FitAstl E70S7PM GLASS TO 1/7•CDX - / \ F s�ilm5 F]�iL� -DRSTIW GLASS �FDOSONG CUES OWNO GLASS s / \ :r — --1i CLASS — / \ 'Ir 1R+.0.x ,y� —7 /m \ 1N slErwave Iw oN R - I FO GLAS5(SEE ''• f 1h'�TnO�m 'd .?- •• SOmAE�. m cAS( th•TOR cTrx W OUl4(SFE 11�FOR GLAILE CE®�AtD ramII I'm OUotmAND s0PUTg00. eae� m1/D� A ' E�FM Y :•{•,•S '. 9,°OReLmwcmxoMM � ON s79ONSIDEFIRFUl aACEsmsQs + RAOE9ITA t �' AT�kTNQEIE E 1 FINSN I or Emus r m r xllyvw _ 070.1/I'SHS N(UW-C�'t. NUFenYMR1CAlWrl14[ _Y ®1b O.C. Ulu OC.SJIS ^- ((oOaT-,e AuOq u HauaR 4 (yl%iv lw�me�Amaa ro 5 4 ERQI 9D[ar ) DETAIL o"N G` N SEE aux x raE OR Qa' TO TRAaas� � ® OT-OO,�•®' ®®-O-©OO-SO•Cd•Q�--/ TO`°x CN -(9- ©•®-®�i�- C�• m TNAatsQ�•©®- ®•®-Q�•�•®-J U•O-Qt-O O Q�• ®•€�--m-fi a•©- 4U'UT'�'p'®' ®'®-d�•�•®- OO•®-Qi•®-®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL® END CONNEMION DETAIL 8Q 0 o=xo r,Rraunm 0Nr FOP SPAN9 GREATER IFEW 17-a• a•AF uN.twa0 a.Tuan+ANCHORS 1/.•.UP=ANLTO /tmtg SHS r�� 51L05 flEC9 r-1)t 1/Y tH1 b EXIST G QASS� FBaTWx1N tY O.G PDkTRAna1�17Y IS ID O GLASS f¢ A NOE t � ♦ SEE UMRATIONS OF USE FOR 4 4 BLADE®ON SHEET 19 lAND eiFUN aemmV i4 5 H�. CD&O - OE SIM 19 FOR th'IOL •„ {; D _ _ - 6 CR®OROOR MAMMA& ----- 4 --- _ H. _ -- - S awt /0 4 'r TOR 4. 4` 6 OROoR�ON It VIEW Q.©•p.Q.�.®. luu F FAVH 21.4'ICE.WOW WALL S �-®-® oN 1 DR 1 ®-®•Ci7-©'®- MS Rmb. FINISH ELM acs-a�•®-a�® o�-®� DETAILX END CONNECTION DETAIL ® END CONNECTION DETAIL O2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `1\\111111 llF/1////- ©2015 EASTERN NERAL SUPPLY, INC. ,o ER CE N��!/rte',,; BERTHA HVTM iL ECD ,■�. A.S.S.A. KV.Aa�EcrdjaRfl ShKItter Sy■st�em SI3 PWT TESTING & ENGINEERING COMPANY American Shutter Systems .N DESCRIMON DATE DRAWN 6T: N.L •*� Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 l/�/ TATE OF 0353 N.N.34N.5t.5te.JOS,NRGLNIA GARDENS.FLORDA 3316 4268 Westroads 1t3rive z i 0: F r�� I Io9e:(305)871-1530.FGx:(30S�7t-,531 DRAWING No ��c • A� G10 4c`�'� °"�Do0871s CO" West Palm Beach, FL 33407 3 15-085 '•,,'SS/Ot1'••••T. �S�``•` WALTER RREIA lTR.%".P ' S SHEET P.E.�' 4URE/DATE D 18 OF 20 ���p ,� 1 ©m® • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA MW SLADE ACCO (9r7Y IO7� /T .I[NISON Nrt0.1 HV X7NDOW R"UnERUiDE IIA1 Y �Yy �' l�/' 1.MAX A.S.D.DESIGN PRESSURE RATING+110•- 110 Pal. 2.MAX.sHunat SPAN.96• 3.NIDWFD MOUNTINGS:A.D.G&H ON SKMTS 6.7;AS WELL AS MOUNNEGS M.O•T,U&W ON SHEETS 16& 17. OO a 4 (ZA�N A SYMFIEf W('ALOOR PP'OSING IAYOUTT INCASE OF.11ARE 1. 5 UI 4 17CYOUf 16 a CENTER NP.FA END ♦ ♦ • r ♦ • r 5.UI F1v wNDOW BLADE @ SHALL ONLY ALLOW A MAMUM OF 5 OPENINGS (3'I HOLES)FOR®PER RUDE AT SPACINGS SHOWN ON SHEET 4. 4 RAX.5 YANWWS • s s s (B)MIN. E TOP OR BOTTOM EDGE OF FN WINDOW BLADE lO WWWW BIADEv® & r OF ANY Zr'0 FOIE FOR�SFWL BE 12'. (C)FWr.OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE IN WINDOW BLADE Q9 (D)HV WIFDOW BLADE MUST BE USED ALTERNATE TO A SOLA FN DIADE� THROUGHOUT==ROTH. 2 p C r (� TES SHALL ALWAIS BE INSTALLED ADJlICFNf 70 A SOLID FIV I t,LA2 ♦ BLADE 1 AT EITHER SIDE OF THEM, 1 SEE END 1 1 THE POLYCARBONATE FN WINDOW®STIALL BE INSTALLED 59 k_V VAS FACE CONNECTION ♦ I:�B r ♦ THE NIFROR OF.THE OPENING BEO1G PROTECTED.FN WINDOW�L MUST BE DETAILS ON SHEETS r ONLY INSTALLED AND LOCKED USING A W SETTING IDOL PROVIDED BY ASSA. 10&18 TYP. EWy� INC. FULL HEIGHT A E� 6.SEE ANCHOR SPACING SCHEDULE FOR DMWAIONS INTO WOOD FRAME ( 1R$p BUILDINGS ON SHIFT 15.AS L ATED BY SPAN AND DESIGN LGAD(SEE NOTES P P 4 8� d I&2 ABOVE0. 7.SEE ANCHOR SPACING SCHEDULE FOR NSTALLMONS INTO POURED CONCRETE-OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UNITED Bf SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). 8.MIMMUM SEPARATION TO GLASS SCHiEDUL&PER ASTM E-1991L• 1YP IIP&8OTIDM UIRT7.IENrs) O H WIND ZONE MINIMUM SFPARADION TO GLASS MJMRED WIDTH 1 THRU 3 1' ELEVATION AFL gPARIUM TO GLASS EX6TING CLASS SCHEDULE ON SHEET11 FOR HAOEm 4 625' -- --_--------- AID ON THIS SHEET FUR LII 6)a-,fl 5ALT)OM OPPOSING_(SCENTERMA7ES 2C�tJ2�Wf 6ROVITMOR ONLY) nP• 1 \ 4 AND WJ j OR _ EE NOTE 4 ABOVE) ® P. SWC/2 OR CM RMAT ® \`_ W/ONOiE 4 AS_p PLAN TYPICAL nl HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* — N.T.S. FLORIDA BUILDING CME Non High Velocity Hurricone Zone AA111E111111HfFI ®2015 EASTERN ACETAL SUPPLY• INC. ; P��R..T!(��T''' BERTHA TM uGE A S S A Accordion Shutter System H V.RADE#1 W/IDR W/O FW.NINDUN aAOE American Shutter Systems w EST �P� DATE DRAWN BY-. Mi TILLIT TING & ENGINEERING COMPANY _ Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �A DF '••�: 6355 H.W.35h SL.SW.JOS.VIRGRM GAIIDFN937 .FLORIDA 1 r• �-� Phony (305)871-1530.1-:(305)871-1531 4268 Westroads Drive 2 DRAWING No �� ®_ °,sem°" West Palm Beach, FL 33407 3 F' •......... 15-085 /♦ ss/ `G\`5� WALTER A THIN Jr.P.E. 4 '♦♦i/ ` A5` FLDRDA Um t1 44167 8 SHEET 19 -OF 20 P.E. 3tiA RE/DATE /2;0.035-THICK INSTALLATIONS W/ (D HV BLADE & HV CENTERMATES 7-000'Max. 1ln.ASTM A-653 GRADE 440 in. or Mn.0-60 GALV.STEEL METAL SFUDS AT I6-D.G. W436 INTO METAL STUD WALLS I -j" ..-D.C. 0 41 4 1/2• 15 1 IA"v NOMINAL GENERAL UMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE 1 3/4,6 1/ 1 12 FORBEEHAMW 13ME ACCORDION SHUTTER 6063-T5 ALLOY L".j�LOjOZ TIC"M SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CA CHANNEL. 0 6"00.0. SEPARAMINIL-10 GLASS SCHEDULE 3.000 ISALVANDEED FA5fENED M STLDS E)OSTING FINISH if 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. ASTM A-6S3 MADE 40 Min G 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM %ER('l0)R'&'x'E'X'rE*FWT'XR SFAaCEFWS ON -AS APPLICABLE PARA EXISTING GLASS— MIN. SEPARATION .3. ALLOWED MOUNTING:(@ ASTM E-1996 SEON THIS SHEET. TO GLASSMON430 LENGTH+ I' TO GLASS (-EE SCHEDULE) 1ENTER1/400-203" BOLT 4. ONLYWITH 4MATE Q21 W/ 204 W LOCK ARE ALLOWED I THRU 3 1. (Typ.) 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE e 11- USE 0 0 �(V NG, MINIMUM) 4' (2)(3 LO MUST ALWAYS BE 4 1XISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF F1373" Q 1 3/4*.6 1/4x 0.035"THICK Wl�. .250-i 050" GALV SrUL TRACK Cl NEL, AS APPLICABLE CENTERMATE. GALVANtZEO oN 43c 430 FAS MaDS Am A-W GRADE 40 ban.0 60 YS (2)ffivt 'P TN. TERIOR h EXTERIOR FACE \0 6 O.c. a 6"O.C. 1/4"0-20 THREADS CY BLADE SLACK DETAIL HVF IS ALSO VALID FORI i/_4!0_EW0_=9RkkCH0N CENTERMATE(D APPLICATION WITH BLADE0 PRODUCTS FAB—LOK HD I i/2-x OM5 UWK lRn.ASTM A-553 GRADE 40 0 6" D.C. COMPONENTS I..G-60 G&V.STEL M STUDS AT 16'D.C. WALL HEADERISILL INSTALLATION So G FINISH AS APPLICABLE SCALE-- 3/8 1• UAL 14f. (Tv.Top&Darrom) VA 1 3/40k 6 1 0.035•THICK Mtn. ONT.GALV. CHANNEL -7E—Xlsn—NB,CLASS L——---——————�� ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS 'il EPARAT[Off�.. INTERIOR EXTERIOR FACIE CENTERMATE! w w/. 4 .5b 2' 4..c. 10 G CENTERMATE 11 ti :(S' H 4 EXTERIOR ACCESS SIDE SEE scH INTERIOR AQCESL2DE'.'.l v zA! f A*(TYP.) IN (s"Min.) I-N 4 1 24 `_ -_- - - - -- -- - a --1 12 21 + 21 21 t 21 1 LOCAT D AT 12 HV HEADER/Sl ENDS ------ VIEW Y 44 12 3 1/4'(Typ.)—6 1/2-Cryp•)-- 7' (6"Min.) 7'- 2, 6 1/2-MAX.SLACK **_ SIDE CONNECTION TO TRACK (Cont) SLA M BLADE SLACK DETAIL HVF HV FLORIDA BUILDING ME Non High Velocity Hurricane Zone) ".'o0%J11111111111"'I 0 2015 EASTERN METAL SUPPLY,INC. "Ni5k....N. .... BERTHA HVTm ..... . C 0 111c. Accordion Shutter System A.S.S.A. KV.RADE#1 W1 OR WIO H.V.WIWDW RADE .L Shutter Systems D Xv.bk IDSCRIPPOR DATE DRAWN Of M TiLLIT TESTING & ENGINEERING COMPANY Assoclation, Inc. I OLD 11-192 4/13/15 OA7E. 4/1 3/15 Taw n Z N.W.30th.St,Ste.306.VRMNA GN(OM,FLORIDA 3316( Ph, (305)871-1330.rax;(305)871-1531 4268 Westroads Drive 2 DRAWING No _ EB-00MI91 15-085 _D;fift—G. West Palm Beach, FL 33407 3 4 WALTER A.TILUT Jr.P.E. N FLORIDA U.111 44167 SHEET 6r.?—e;DATE 5 P. . 6 20 OF 20