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HomeMy WebLinkAboutProduct Approval ��ORPARTMONT Oft BCIS Home ,I Log In ( User Registration i.,Hot Topics Submit Surcharge Stats&Facts _Publications FBC Staff I BCIS SiteMapj Links.' Search bo ` Via)Product Approval USER:Public User d - r — ,_an - 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 Accordion Compliance Method Evaluation Report from a Flo;rid'a Registered Architect or a.Licensed Florida Professional Engineer EJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P'.E. the Evaluation Report. Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE U Validation Checklist-.Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (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.15-086.1)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 others ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retaj'rdLKI: 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 Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Fl 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 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.E load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p:s.f.for HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and ressures, 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.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. 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.pdf 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 Flair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 'emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product �AApppprrr'oval Accepts: lt� U­_ ECtPLf , Credit Card: Safe GENERAL. NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PR000Cr EVALUATION DOCUMENT(P.E o.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA -- - - BUILDING CODE"THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE T DESIGN WIND LOADS.SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC ® TAB C WIND SPREOUIRED BY THE JURISDICTION WHERE SHUTTER WILL 1 LE O F:'CON I:EN 1T S BE"INSTAUED WITH A DIRECTIONALITY FACTOR Kd=0.85,"USING ASCE 7-10 AND SHALL NOT EXCEED THE MINIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. : IN ORDER To VERIFY THE ABOVE,CONDITION•ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAH"BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS - AREA_ 1::.W BLADES CD dt QA BY MULTIPLYING THETA BY 0.6 IN ORDERTO COMPARE THESE W/MAK(A.SD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT:CCMPONENTS AND ANCHORS:ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LYE(USED IN THEIR. SYSTEM COMPONENTS 1-.20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS,1N WOOD. SYSTEM COMPONENTS 21737 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 TYPICAL'SHUTTER.ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL - -HV,BUDEO /0214.01-03./0715.01-03,41004.01-05,41214.01-05.80317:02-06,40609.01-10 AND 40210.01-11.ASPER TAS-201-TAS-202 AND TAS-203 PROTOCOLS AND ASTM E--1886 ARRA 7- F11Y BLAD .n AND W WINDOW BLADE hAl - AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&41220.01-10 AS.PER TAS 201.203&203PROTOCOLS LARGE.MISSILE jWWERE APPLICABLE -HV WINDOW BLADE ®.40505.01-QB AS PER ASTM E-1886 AND E-1998(MISSILE LEVET.I#,.WIND ZONES 1,2,])BASIC PROTECHON ONLY:AND 4 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 ' INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND W WINDOW DUDE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.uui.TATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3. BERTHA M.V.ACCORDION PINS(HV SCREWS)•USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION J-6 TRACKS SHALL BE 414.2.75'AND 414.1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE A DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kii YIELD STRENGTH AND 180 W.TENSILE STRENGTH.PINS SHALL BE COATED WITH BOM A 1N DACROSHOM COATING SYSTEM AS MANUFACTURED BY"APPROVED CEYTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FEV MARKING ON THEIR HEAD. ... .. ... .. .. - END CONNECTION DETAILS 1-6."CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION AHOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 6:30.0 k i AND 35.7 bi FOR MAXIMUM SPAN TABLES � � SHEET 11 6005-15 ALLOY. ANCHOR:SCHEDULE- CONCRETE A,BLOCK SHEET 12. S.ALL SCREWS.TO BE STAINLESS STEEL.304 OR 316-ASI SERIES OR:CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-.CONCRETE&BLACK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE( : 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV.BLADE (D&O WORKING IN.UNISON: 12;13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 ERI) CONNECTION DETAILS 7-12 &DL,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US. PATENT 46'779,562.COMPONENTS Or THUS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 45.458,179 ISSUED TO CASTOR METAL SUPPLY.INC. AREA-.3::W WINDOW BLADE QNLY 9.IT SHALL BE THE REM-OW13UW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF-THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 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 TAUNT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD 4- FIV WINDOW BLADE 111 ONLY CE'NTERMATE5 AND.ENGAGE OR LOCK ALL HV AND HO LOCKS.-: ' ' ' 11.SHUTTER MANUFACIUREWS LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATIOWAT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACEDFOREVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. - Iz BERTHA REV.ACCORDION SPUTTER SYSTEM'S INSTALLATION SRAL 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;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLEFOR THE SELECTION.PURCIMLSE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SME 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 SWILL BE PREPARED BY A.FLARIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND:WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. .. . (e)ORIGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. FLORIDA BUILDING CODE(Hon High Velocity:Hurricane Zone l/<t .. 0 2015 EASTERN METAL!SUPPLY.INC.. - LIC E,6 .. BERTHA TM = �0 E c o �N�. . A.S S A Accordion on Shutter System �--- H.v.RAM#i w/OR wjo RV.H1NDl7AlyMADE American Shutter Systems REV.ik :0I5LRIP1104 DATE-: ORAWN DY: ML TINT TESTING & ENGINEERING COMPANY ' ` ASSOcLdiffon. Inc. t OLD"I1-192 4/13/15 MIG -4/13/15 cif,.• F OF .•• Qiss N:W.36th.SK.St.Sas.V=IN GkWM.FLMWi 3316 ` hme:(sDs)s71-lsao,Fm :(SDsjfin-1 a1 4268 Westroods Drive 2 DRAWING No i�'sS -.. cc-.w,``•\�Yli`��� _ ­I:bltec o .c" West Palm Beach. FL 33407 3 5-085. 'ATA TINA`'4`vG AA`s WALTER A TILLIT Jr.P.E. AAAAAEi LINT\ FLDRLDA U..4 44167 3 SHEET . P.E. StAI.�Sy�IS�TURE/GATE 6 1 OF 20 .. -. n VARIES .. ... 1.49 s 'm 1.918' : 1.100• m 51i TP s' o Mac. V•ep'r �0 6 0454' � .09 •`�' 0 1 0' S4• 4.785• _ - •' e 4.371 __._�.4.999• .-.�� T" m' ��c 4.057' �. 1 HV SOLID BLADE .375'. a 0 HV 90'/1 BO' STARTER HV UNIVERSAL FLOATER m y' QUALIFIED FOR USE W/ COVERED UNDER US PATENT$ 5458179 QUALIFIED FOR USE .F(V BLADE ®HV DIRECT MOUNT HV BLADE Qi HV WINDOW BLADE'S 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF'BLADE ®ON SHEET 19 - BLADED _ .37 o 6063-T6 ALLOY AND TEMPER ____3_22¢'_ 1.500' 8063-I6 ALLOY AND TEMPER III u 086 a 70 2.670" , •� .070- "e' /0' t2.226 ".w72 J-$ 842 or�yy4.897" fi-I_. __..o.oi2• 72 O7 HV ADI. ADAPTER W/LIP 4.436 920 1.375' 3.226• QUALIFIED FOR:USE W/ HV `J HV WALK-OVER TRACK - - ©HV M. FLOOR TRACK BLADE 10, QUALIFIED FOR U E w/:Fnr @ HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BIApE 1 QUALIFIED'FOR USE W/ IN QUALIFIED.FOR USE W/ FIV .6063-T6.ALLOY A D TEMPER BLADEQ�ONLY.. 1�.HV RAINGUARD BLADE 6063-T6 AtLOY AND TEMPER QUALIFIED FOR U,G`E W/ HV 6063-T6 ALLOY AND TEMPER =' VARIES ^ ._936•__. BLADE`IJ VARIES 1.936' 5063=1`6 ALLOY AND TEMPER • 1.917' - o 093• 12 ..083" T_ .08Y . _ .093' oo' . i -'-- - m y - 5• __..._._._.. .060' ,p '• 'o 'I ___. .060' m . .060_ o 67U .l .093' X09 v _ .060" »c 4 670 1.886" 0• 3.529" .2 (1HEA 670 y. �1 HV CEILING HEADER C_g HV HEADER/SILL HD CEILING HEADE DER/§I QUALIFIED FOR USE W/ HV BLADE(I)ONLY, QUALIFIED FOR USE W/ HV BLADE-ONLY 13 � 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 0i • T4 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE D ONLY. 6063-T6 ALLOY AND TEMPER _ T COMPONENT A B T1 T2 T %� Y t MK XMN.YMllt - 2tL ' 1' 1' 0.062• 0 2' S"MAX.i 1/8' 1/8' 3' 3'. 0.090' 10 2' S'MAX 0.192' 0.192' 1 SIDE ANGLES IT - -- --`j 20 CORNER POSTS QUALIFIED FOR.USEW IN ALUMINUM ANGLES `s zs• 7'MAX. 0:190• 0.190• / -. QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOK USE W/ HV ..,. BLADE n 6063-16 ALLOY AND. TEMPER BLADE 1 ONLY. .� 2' S'MAXJa.139" 0.131• 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity-Hurricone Zone 2015 EASTERN METAL SUPPLY.INC: - ��•��R BERTHA HVTM Q"� �6ENSF'•. --��� Accordion Shutter System I L E.0 O INc. A.S.S.A� KY.BLADE.#1 W/OR W/0 FLK W DOW MADE *= American Shul ler Systems Ey, DESCRIPTION DATE DFVWN TTY: M.L ?1JS��( = .TIWT TESTING & ENGINEERING COMPANY STATE OF ; a 435]NW.3&h SL.Ste.303.VJZ=AA Granas;rLOFWA 331 268 Westlon. Inc.Drit' "Ol D'11-192 4/u/ts NTE4/13/15 OF Phone:(305)871-1530.Fm:(}05)8'71-1531 4268-Weslroads Drive 2 _�--.- DRAWING No ., OF F(�RtO ,•�� o-mall: 1 tJ1k C V..Lo. West Palm Beach, FL 33407 3 5-085 . ' Sl N A1, c�`` WALTER A.FLORIDA-Ile-LLA 44167L 6 .. SHEET 1i P.E. 5� GJf►hA114�RE/DATE2 OF.20 fi 3_ i 4.66°0—r e�iiI mm ryR 1920- 745' 2.293' yDi.Y. ' .. �.. CAW 745• FLIT f610S3N' ELMa IMEDPAL-MV(2 TYP-) 1 i4s"20- NOL19FF0 UAVQ OAKM PAN1E0 062' • ~, m KNOB.OB.. 875 :318 '. A' 63`3?•..• ..--.— -- - - .- a.s C' I_..I n —CYMDER FRISS CYLINDER i._ :i� PL KEY)ta .e to aoue F�Arm) QUALIFIED FOR USE W/ FN BLADE 1O& 1(�ONLY V 0 T o`. Asa 1.525 { �� �� 0HV gw0 HV-EGRESS LOCK 6063-T6 ALLOY AND TEMPER OUAbfiED FOR USE W/ HV BLADE(& LA)ONLY °may __.-?.02 .875 QUALIFIED FOR USE W/ HV QUALIFIED pOR USE W/ FIV 6063-T6 ALLOY AND TEMPERHV CORNER CENTERMATE BLADE 01 ONLY. BLADE{T)&Q ONLY. QUALIFIED FOR USE W/ Ny BLAOE(�ONLY _250"OD. 1.873' 6063-T6 ALLOY AND.TEMPER t8' 918' 1.756' .922' PLASOC HEAD 'moo MOLDED TO`. 21-- SCREW Ct}_ '; ?.079• 1.753' .SFO'AFTER RlVETINO ' .'� ' u e;i " .00. ``�,, • n » :S' BEFORE RNETINO 1.000' 1 si ry i j471-2 n -20.x 3/4 �- :i S . THUMBSCREW 1/4.0-20 RIVNUT* *SERIFS 9494 AMMNUM(2024-T3 ALLOY)LARGE FLANGE TION SHM NUTSERT.PARF 9 f 062AS LWNFACI1fRED BY AVVU- PIPN FRONT ELEVATION ( HV MALE "T"! LOC K CENT AT 1.566• CHERRY 1ERTWN.PMMF'!Pa1Y,NEW JERSEY 07359 OR EOUAL- IOCKER FOR "T" LOCK CE TER ATE CC77 QUALIFIED FaR.us£w HV BLADE i ONLY HV FEMALE T LOCK CF TERMATE HY ALTERN Ti M - ! " " HY "T" LOCK - "VE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/FIV$(.ADE 1QONLY QUALIFIED FOR USE w/ M/'BLADE(1�ONLY TV/HV BLADEYi1�4NLY. ILACE(T ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 . t&-70 Y 1�" �d 0 ,-. l7HUM8TURN .214` � .0f CYLINDER OR � KEY[YONDER .545• im .i0 0.879'Mm. D� 1 .1.5"M- 31 HD CENTERMATE W/ O 0 OD �� _�_CKING_B 2 SID CENTERMATE W,� LOC c � o 0 QUALIFIED FOR USE W/ HV BLADE(,g&, A QUALIFIED FOR USE W/ HV BLADE i)& to 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER a3 HD CENTERMATE S INS 2LT >+ <' VARIES, 12'Mw• QUALIFIED FOR USE W/ HV Bt E(!)& to %4•a-23 ss.0FL]%e'�-l9'- 1-1 p• 6063-16 ALLOY AND TEMPER `^ACOA URN + tffF0EfA0.5) it/2` THUMBI •. -_,,,JCYUNDER OR KEY 1.57 Min CYUNMA I L____.__�. 1.-57 Min HD LOCK LOCKING ROD is /4 6 QUALIFIED FOR USE W/ HV BLADE(D1 tc� 375.0 / nt CJ 45�� 6063-T5 ALLOY AND TEMPER CJ .HV 31W" —1B ACETAL �3� HV T J 9'� C-20 AI.SI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23 3 HOOK DOLT LOCK. A 1INSTALLATTON WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S THUMBSCREWS . QUALIFIED FOR USE W/ HV BLADED& IA DRILLED AT TRACKS FOR PROPER EMBEDMENT .QUALIFIED F %%UV!"FjjjY BLADE 10 .. QUALIFIED FOR USE V4/ HV BLADE t1) FLORIDA BUiLDiNC CODE(Non High Velocity Hurricane Zone ... -`„aaaA��,� ••••�•. tf11 � 0.2015[ASTERN METAL SUPPLY.INC. *1rEriSe :� - �co ,,,,. ERTHA HVTMTLA A Accordion Shutter System ■ ■ ■ ■ KV RASE gi w/QR w/0 U.V.WINDOW aAOE American Shutter Systems t Sj -•`�?Z T1LLIT TESTING & ENGINEERING COMPANY Ev- ��M??!°R 3ATc_ °RAwN BY. M.c, x355 N.W.36t1'.5t,Stn.305.`/RCpJA F.NaENS,%DROA 33t Association. inc. 1 OLD 11-192 4/13/15 OAT[' 4/13/15 FF--Ft-£1� Ph—:(305}877-1530.Fmc:(363)871-1 31 4268 Westraads Drive 2'_ DRAWING No S'""' '��O —.J:cmc s.nan- West Palm Beach, FL 33407 s -_-- -� sror�A�. 4 15—p85 7///1!11!1IIIIIIi\laa WALTER A TILIT J.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U�.If 44167 5 SHEET 6 - 3 OF,20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1-HV 41 a/a"°I'7 12' CE 0 HV BLADE t 40 3 i 1A ,s7s �1x=96 C 25' ® HV BLADE 1A - T-~— i ! � I i-WINDOW BLADE 0625' .0625' 75 HV LONG RECESSED NYLON BUSHING 39 } a�IFCEi ili n BLADE'S .0 °9�"TM .0625419 " 78Dae7s� Y ® HV SHORT RECESSED NYLON BUSHING RT 75�,,,� a I I ML PORTION I ® HV NYLON HAT WASHER I 0 OR ® :I y I -OF A CRgR f Q HV WHEEL CARRIAGE AJ 302=303 SERIES I I a 1'p 40 n I ~/ µ ///®2.aT5o' X 0:870"x3/16" THICK NYLON WHEEL. 3 I I .� -(.�- r "� -n 2 7/8•MIN. I HV WINDOW __A-....__..I I-;31 0 EPWTI I ' I 03. 0.188.0 AISI 302 SERIES S.S. RIVETS y S.CLEM 03,7500' .' .0625•_ BLA ® HV 1 3/4" ACCORDION PIN W/ 08 HEAD * EXTERIOR l II o OPENINGS� i oN 5 3Ta4' �Y . 7500 ® HV 2 3/4' ACCORDION PIN W/ 48 HEAD 41 .47 j" 0 -- 4. r 625 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .� .. I I . ' T S.. TYPICAL HV WINDOW BLADE AND I I I . POLYCARBONATE HV WINDOW DETAIL (DOR (B or @ N,!.S. ((SEE NOTE FOR I -- - -- -_. kEaUIREMENTS) I DOR i ! i *P91Y�E136QCU1TF IMPACT RFSISTAN7 HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE INy 12•WIN.3,.E CE RESINS, UV-STABILIZED GRADE OR SABIC * 1 -- TO BLADE B6 M INNOVATIVE PLASTIC LEXAN 103 RESIN PIN EQUIREME BLADE KNUCKLE FOR --491 (SEE NOTE •F" ON SHEET 19). j I I OR I r o (1) HV-PIN ® SHALL ALWAYS BE USED AL ALL EXTERIOR ® N i I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. i i EXTERIOR PeJL, TYPICAL SHUTTER AS N.T.S. -,HV PIN 12 OR AT RE3F3mCE o7i "iOi° (2) 1 I PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT Exr4 TOR 0P. BLADE'S KNUCKLE. I P1fCdfEl: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 90.324, (SEE,NOTE * FOR. sREOaq a^rTM Am W92 ow3 3,M' 0.043 mom' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEEP 7. 04 o O REOUIREWNTS) TENSILE rte"" • un 8.407 P' g3Q9 P L TYP. i I; nno.IWI SIREtIM N YIELD ASTII Woo .123,00".4 13,w0 P..L (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 I I !'i ru_xkJw.YDDA Am DM 30,000 P...i• 0.0000 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. �B`p \�� SII It NPAC& A5 SHEET OO iii N3ip1ED aoo Y D7u 13,"-%f. 17 rr-m! W EEL CARRIAGE DETAIL �'hEOF�„� AW IRM � �'CLA S ASSEMBLY LAYOUT N.T.S. SELF I6R1110!1 /SLY 01929 low T 980 T ! AmG0 70MLE SMMGM4 AFTER WEATHOMI AMW 3,39 9302 Pte:. 00w P+1 L1) HV BLADE SOLID & fA HN WINDOW BLADE DETAILS 1ENIDESTRESS SOME XATIV> AWM633 °"IP.,L °99° " N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 2015 EASTERN METAL SUPPLY.INC. .......... BERTHA HVTM �10EN � A S S y L E C O L IN L:. Accordion Shutter System H.V.BADE#1-W/OR W/o Kv.WINDOW E ACE American Shutter Systems l// / EV. DESCRIPTION GATE _OR/�WN BY_:MJ - R TILLIT TESTING & ENGINEERING COMPANY *_ Association. Inc. 1 OLD 11-192 4/13/15 DATE .4/13/15 ATE OF nui N.W.36m Sl-se. as.VR-A uumENS.EiORVA 3310 Phone:(305)871-1530.Fax:(305)871-1531 t Pal Beach, Drive 2 DRAWING No F .. CRIDN ��.`� a--;L 6lt..Oo 1.00mEB- West Palm Beach, Ft. 33407 3 ''�ss/ANAL ENG a��� Ww,E �LLR'4'.P.E. 4 15-085 P.E. �`pJ�ly/F51a1i URE/DATE F<oRron u�.p+a1e2 8 SHE 4 OF 20 m *NO TES ON HV LOCKS AND CENTERMATES: A B C D 9 Y N 5 Y U •••��� 5 1.MANOATDRY CONOIiKJN•N:ONE HV LOCK(R or SHALL BE USED AT 1/2 OF SHURER SPAN FOR ANY SPAN OR 12'ABOVE OR BE OW 2,OF SHUTTER SPAN FOR SPANS UP TO 105•,AND.FOR INSTAU.(QIONS T ANY ELEVATION. W LOCK(2�or 4 MAY BE_USED AS AN INSIDE OROUTSIDELOCK,ATTACHED TO q1 OR e - CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON _ IYPICAI SHUTTER EIEVATON. - _ , 2. i - - "•IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 16 p0a 05.04 LOCKS 0; .$OR W§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ORIF SHALL,BE ASINDICATEDON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 09-Wo N �y 3. O.""OHe!CONDfIION NSD ONLY WHEN MAN„(k►TDRY CONDITION �7 OR LINKED MANDATORY CONATION II o 02IWD�+ IS USED W/ HV- LOCKS)i LOCKING RODS R�ARE NOT.REOUIRED AT,(1URRICANE POSITION, BUT-MAY --- 1_910(1 oB50a+®� 'Ey"® BE USED IF DESIRED TO.ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 1 OR AN ALTERNATIVE DEVICE MAY ALSO'BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION f2 ONE HV LOCK 20 SMALL BE USED AT CORNER.CENTERMATES FOR ANY SPAN MII __ AND I"ISTALLAT�S AT ANY ELEVATION. HV LOCK) or��5 SMALL BE USED AS AN OUTSIDE OR INSIDE,LOCK, ATTACHED TO CORNER CENLERMATE"W/(2) 1/4 0-20 x 1/2T:LONG FLAT HEAD S.S. M.S.TWO LOCKING,RODS' Yoe_ AT TOP-& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I " MAXIMUM SHUTTER SPAN SRALL BE DETERMINED AS PER SCHEDULES SHOWN:ON SHEET 12. S. _. .. ... _ gf4 33 • ONE ALTERNATE HV LOCK D MAY BE:USED IN'LIEU OF HV LOCK or: FOR ANY. AND Oj - A-2 i NSi TONS AT ANY ELEVATION.ALTERNATE LOCK.O'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �' 1 OF 1/4.0-20x3/4'S.S.THUMBSCREW TO @ OR O"CENTERMATES SHALL BE MAGE IV/ 1/4'0-20x3/4•ALUM. Y"�fvD ; RNNUT PS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL:BE USED AT 1/2 OF SHUTTER SPAN OR TWO t �f 5 ��'S I t; LOCKS AT 1/3 OF SHUTTER SPAN 6. MANDATORY CONDITION.JA FOR KEYSTONEMOUNITING INSfA(MONS:" ONE HV LOCK®or�or®SHALL BE USED AT 1/2,OF SHUTTER SPAN FOR ANY SPAN,OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP LIJ TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK Q,�or 0 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END.-- . M.S. LOCATION OF LOCK SHALL.BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS U3 W/0 CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY,MANDATORY. DUALS ON D r E H I J K 1: Y P 0 : x V W x SIIEEETS 10 h I 18EIGNT•,FULL , " *NOTES ON HV_ "T" LOCKS AND: CENTERMATES: . - OF CORNER 1.SECOND AMMMM TO 4A"DATORY CONDITION)(1yAl D ONLY FOR HV'T'LOCK AND commATES ANn CENTERMATE W ONE ALTERNATE W'f'LOCK(�MAY DOCK IN LIEU OF HV LOCKS 2�OR Qp FOR ANY SPAN AND Qox'�an G��a+�"+10 •`3�w-'_-- INSTALLATION AT ANY ELEVATION: ALTERNATE LOCK 00 YA.Y BE USED AS"AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER J,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST,BE CONNECTED TO C04TMATES' AND @, W/ 1/4'0-20 x 1 1/2:LONG S.S:.THREADED BOLT W/7/8'0 x 3/32' 10 ©• *© WNGNUT OR 1Y 1/4'0-20x1"S.S.M.S.INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' C• 7O•�oB�•O7 * DD MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. © O_C�•08-08 m iJ•18�e @91-�I�19•�«I�•6 *NOTES QN HDLOCKS & CENTERMATES: j, : ONE ALTERNATE HD LOCK(3 MAYBE USED IN UEU OF TYPICAL 0) HV BLADE SHUTTER ELEVATION HV LOCKS OR 9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE PD LOCK 0 MAY BE USED . .. ..N.T.S. AS AN INSIDE OR OUTSIDE,LOCK.ATTACHMENT OF HD LOCK S)TO @ IS W/3 is x 3/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HOB-HVS AND HOC-MVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUI IN COD on High elocityurricane" one A. �I bid .. .. .. '0 2015 EASTERN METAL-SUPPLY.INC: P� rte': BERT—HA HVTM !L E C O �N�. A■S■S./�" . Accordion Shutter System / H.V.BLADE#1'Wj aR W/O KV. WNIXW RAM " *L �` �1�•�* TWT TESTING & ENGINEERING COMPANYOrlCan $hU1't®F SySf9n7S :.DcscxBmoa BArr: Daarm Br. a= STATE OF r a 6„s itw.xu sE,;,..3D3.1 Bca1u'cA�Os.'ftbr"331 ASSOCiotion. Inc. , OLD i t-1 s2 5/13/15 arz 4/13/15 '9 4268 Westroods Drive 2, �-�, R,--�c� I ph—:(305)B71-1530.Fax:(305)(171-1511 DRAWING No •. �� zi - m1:citccoft L West Palm Beach, FL 33407 3 p 'ss•/•......t`G `` EB-071 4 15-085: ��.,,�ONAL EESWN.TER AT11Jr.PL LaE:` FLORDA Lie.Il 44167 5 SHEET P.E. SFAO'ftffli RE/DATE .6 5 OF.20 ... ... - POURED CONCRETE CONCRETE AN ANCHORS OR CONCRETE BLOCK POURED I (SEE SCHEDULE ON REQUIRED 1/4'0-20x3/4'S.S. POURED- CONCRETE- SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED �- REQUIRED iOR. (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS r I7 18 J�A 1.STONE(�NOUNINOOON SPECT 7) S'HEtT 1.J) RATS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. 1' 12 ORU4 r Mina 1/4'o-E SCRE S.S. - - - — i 1 / Min.. EO EO--• MACHINE SCREWS _ - - USING 1/4'-20 NUTS ' D 12 O.C. _ /2' I F�-- 13 5 -13 oR 15 E.0.4 .250•Max. .750• 1 I I D - .250'Moz. I Max. 1 I l E. �•- �I Dr ' i OPTIONAL -1 ' - I T _ i I �PTIONAL , Mw.sEPAW (SEE 1 . L..lei F RME9 �: �' OR 1 1 ,' , LAIN.SEPARATION TO GLASS HH11 EXISTING V I __ O EXISTING ASS ^—(SEE SCHEDULE'ON SHEET 11) y' 0170(5& I r i MIN.SEPARATION TO GLASS 1 I l CLASS---i 1 (`(SEE SCHEDULE ON SHEEt 11)7 IXISI(JC CLAS. I O HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION — C HV WALL HEADER INSTALLATION + KEYSTONE . IXISHNC MIN SEPARATION O T GLASS G(ASS-' �y�p� I l''.� \♦ I 1 EXISTING_ (SEE SCHEDULE ON SHEET I i m aAss(Sfi 1 I -L'•/�N �7' i _ MIN.SEPARATION TO CLASS CUSS �®uE W�EEf -(SEE SCHEDULE ON SH47 10 r 11 FOR L7AEE 6)A•D ON 96F7 19 fLF1 F;2�7_�$� OPTIONALAlox. rovnor+u j• �b 19: E EO- j 1/ - t �,... 13 OR 1�S 1 .. /-- t' 12 OR1`'4 L- ter.""-- -��_.1/4'0-20x3/4'S.S. Min. HI v --- I PHILLIPS TRUSS HEAD ( 1/4b-20x3/4'S.S.PIIIUJPS • —EO-+,-EO—' CONCRETE ANCHORS L. .TRUSS HEAD MACHINE SCREWS I- 7 R 18 I MACHINE SCREWS USING . 1 -- -_- -(SEE SCHEDULE'ON ONCRf.TE ANCHORS �.O 1' /4'-20 NUTS® 12'O.C. W/ 1/4'-2D NUTS O 12'O.C. POURED CONCRETE— SHEET 13) POURED CONCRETE (SEE SCHEDULE ON SHEEP 13) Min• OR CONCRETE BLOCK OR CONCRETE BLOCK - ---'1�-/"-- �(C9NCRETE ANCFIORS REQUIRED WALL REQUIREDHV WALL SILL INSTALLATION (SEE SC14EDULE ON �F�HV WALL SILL INSTALLATION POURED CONCRETE.:. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALLSILL INSTALLATION LiO)t•.EaR CDMBIHATIDN DF sECAQGS: INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER F(_D EDGE DISTANCE ASSEMBLY .SEE LIMITAUONS OF USE FOR C� HVA BLADE 2- MOUNTING SECTIONS CAN BE COMBINED ECIFICATIONS ON SHEET 13) BLA0E IA ON BRIEF 19 _ IN ANY WAY 10 SUR ANY INSTALLATION, .: — FLORIDA BUILDING.CODE(Non High Velocity.-Hurricane.Zone ©7.015 EASTERN METAL SUPPLY, INC EN f BERTHA HVTM I L.ECO ■c. A S S A Accordi ■ ■ ■ ■ on.Shutter System . ltv.a AaE#1 w/OR w/o RV-WINDOW euwE AR16rICO11 Shutter Systems N _ OESCRIMCN DATE- 'DRAWN BY: N.L. 'G•• S AF •'�s TIWT TESTING & ENGINEERING COMPANY Association. Inc. : l. OLD 11-192 4/13/15:DAME: .4/13/t5 6]55 N.w..56N.SL.Sl_]0.5,Y9i M GARDENS:ILOROA 3316( 4268 Westroads Drive 2. Ptwn.:(305)871-1530.Fm:(305)871-1531 DRAWING NO .-rn�a:lut«6oaRL�6m West Palm Beach, FL 33407 3 AS OIVAi� G \ Y(AL1EA A000671Jr.P.E. 4 15-085 . /'���SMR7 Mn NY`0� 5 SHEET FLDRDA-Ue.#44167 P.E..SFZL g�NATURE/DAIS 6.. OF,20 POURED CONCRETE ANCHORS ( rix�,fPATw+ �:f ♦ �_..:._ - r...___._. ____„...� CONCRETE (SEE SCHEDULE ON 511EET 13) r ass(g£ ,t 1 OR r i Irn.sPARAt1av REQUIRED 50TO GUSSI9EET s EXISTING \!J i tSWART EDGE OF ”?"MMM,M,040 GLASS_:-s r(rile roalxaE n --SLAB IF. Qi SHF;iR FOR rtat?,PAWnaN 9lET:T 3t) s . . D. APPLICAfriE EXISTING uAnrSN�® r rouAs _ i . G(ASsf ' r' ALTERNATE r r 11 r .. ` ANGOR EXISTING LOCATION I 11 0R 13 i t X10:3/4'HEX WA5RER HEAD I 8+15 i 6 t 3/0 Mai T'OC SCHEVIS 0 12`O.C: EDGE OF t I ) Jj8 MM, CONCRETE ANCHORS s $ ' i ! _ .. I ' 7 (SEE SCHEDULE ON SHEET 13) - APPLICABLE IF E%ISTING i i i -"'-� s ' EDGE OF CLASS— �� EDGE OF—• �{� �I �/// SLAB IF i 104 tiF'fJWIIaN APPLICABLE /'' /1�2' M EDGE OE ////Y f/ APPLIC?BLE n SLAB W ro gALS(SfL E.Q._ APSIX PLICABLE CABI LE J �c .. _ -CONCREpouTE I D.:::. __ CONCRETE POURED �T HEAD CONCRETE ANCHORS. " t %�Heta7 � _.. CONCR[fE ) (SEE SCHEDULE ON SHEET 14) REQUIRED REOUTRED mI SiIET se'nx � t OR CONCRETE REQUIRED� ? FLAT HEAD CONCRETE ANCHORS REQUIRED '.D. (SEE SCHEDULE ON SHEET 14} I1 .TRENtrH INSTALLATtbN ( - VALID ONLY FOR UP TO'+70, -75 PSF AS.D. \) (� HV _FLOOR INSTALLAZON 1 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (G—) ICY OILING INSTALLATION SCFjEDUiE'93, SHEET 11 E7a5DNG YN-SdARCigN un.sTrweaTfv! CONCRETE ANCHORS l-- -� O .._.�_._,;�- (SEE SCHEDULE ON 1 t14N�tRv OUaLel 1Apar7 N'1 ' FJRSTUIG wo'.) i - �! I SHEET I5) GLASS .. SIG q�-_ti-lata SSYtAfmN ro aur - CLASSEXISTIN --q.. _ - _ TECHNOL !ADVANCED I I FOAM O 4� r, s r -'lam¢aaua[rw 9YaT rU '-'-4' .' un:svuu9bN m FASTUNINS APPE1ttEN,A9CHR S. - ' -MAX 0 ,, r, i - "`(5!£SO4LtAi d rt) F O.C.FOR UP TO 6'-e-SEAN AM - :1 4'O.C•FCR SFAS 1ARGER JIV41 1/4` 6'-0`LR TO'b'-0'AUOC APRT o r SEALANT AL DOW FASTDZR HEAD 4 (IM)(SCE.NOTE 11 skI SIECT ii _ f w _ --_Q• OR 1 rJ D.4 .... 010%3 4"HEX w raR N S"'a 1 3/fl.. l...f MAX QwASNER t{F.AD E. ! TEK SCREVS - CONI.SEuixF- -iti i _ pi4x,3/4' ILEX HEAD ; 1 8` O 12`O.C. X. TEK SCREWS 0/9'O.C. //^ OR 1/4`0•_20 S.S.M.S. CONCRETE ANCHORS _(�-]»,� �/ _ 14x3/4"5.D.5. i i 1/ •• .rf4 if4's-zo,5/f-ss YS ti../ P`: U5NG,t/f"{-2p NUT IV NUT eA 9'D.C. r(SFE SCHEDULE ON t O 9'0.C. MOr- I. o NG'I, 1 SHEET 14) -- 1 7 0R t 8 1/2' - i'- DaSDNG NON STRUCTURAL / I •' EDGE OF0WALL) ` (DECORATIVE .,/ �• (J i SLAB IF _ .j14.SIM1'F.H.S.D.S. MIN. 1 7/8- APPLICABLE ._.-CONCRETE ANCfLOF2;i SEE NOTE 13(b) _ ♦9"O.C. �.RVOUROU �P•E1e L D POURED CONCRETE (S SCHEDULE ON CN SHEET 1 SEE NATE Ij(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE'-� ON SHEET i y 4 z. OPTIONAL POURED REQUIRED OR CONCRETE BLOCK f,,,, CONCRETT CK j NV WALL FLOG$ INSTALL dT10N f kEYSTONE UNTING INSTALLATION �L} FIV WALL WALK—OVER INSTALLATION ASD. N PRES54.i :abs•=72 pF REQUIRED - UUMuu SHUTTER SPAM V.0" 0 W RAINGUARD INSTALLATION t -- NTZt,�F,QR COMBINATION OF SE!`TION$,: t IHS INSTALLATION SHAD.BE - E DISTANCE REMOVABLE WHEN PERFORMED I-SEE ASSEMBLY 4 FOR TYPICAL SHUITER 4 CSE£SPECFICATIONS ON SHEET 13) OR ENTRANCNT TOE OPERABLE E%R BLADEE E,{�ONNSHEETUSE 19 FOR �NSTALLATi4N lj 2-MOUNTING SECTIONS CAN BE COMBINED - DETAILS W �E! H• BLADE iN ANY war To 5017 ANY INSTALLADON. FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 0,2015 rASTERN METAL SHPPI.Y:wc. BERTHAHVTM� - _ Ti cOm A. .K■ Accordion Shutter System KK IXADE#1 WJ OR W10 FIV.W"W RAOE American Shutter Systems 'S T)LIJT TESTING & ENGINEERING COMPANY fl'- DFSCRIRTICN DATE' DRAWN BY: MA- .-G'•, TATE DF ` eazb N.W,atitnI St.Stn.3w,-A="W1O£M5,FIOROA 331 Association, Inc. 1. ..OLD 11-192 4/17/15 DATE; 4/15/15 �I� F. 0 R V y Pnonc:(305)821-1530.Fbm:(305)871-1531 4268 Westroods Drive z \ �a rrnaa:tlil4co♦Rotcam West Palm Beach, Ft 33407 3 DRAWING No AA/ IONAL Y''iyt` WALTER A'T1LLR Jr.P.E. 4 15-085 P.E..SNClf SiGNA URE/DAiE FLORIDA Uc.g 44167 5 SHEET 6 7 OF 20 ION DEIAILS ON SHEETS 10 - - SEE NOTES ON I.00KINO RODS®,IN LOCKS(5-'(D OUT IN i EXISTING GLASS INSTALLATIONS W1 1 HV **A&ADE NO STACK DETNLINNAM KV L IS VADD FOCK 0 ON OR ALL BLADE W/ HV. CENTERMATES conERMAtEs APPDfAT10N WITH DlADE01 7O°"®� -OR SFF FNO WALL CONNECTION -EXISTING Gess DETAILS ON SHEETS 10 & 181 (D-0 @P@`Q'®w -------- - -------- - --` --- - -- - ---------- ----)- — z•.2•<1/a•.o'-z" I ®•®oRQ9�©3o+19*�5 61/z' Y _ (G0a3-TO N7.o1)ALUM. s 1 a OPPOSING SYMMETIiYCIiL ANGLE W/(2) 1/4.0 TAPCON I/2• ort©, NICHORS 10 CONCRETE I- CENTERMATES CENT �R RTES MIN.bLPARAnON (TOP/DOnOY)& _ IW/4'SALS-11 12' TO GI ASS (4)gto.1/z' S. 1D TOfIE� O.C.FULL LENGHT,, W/ HV LOCK W/ HV LOCK or (SEE SCHEDULE AT FAC11'ANGLF_(17P) G 1 N 3. ON sFiELT ,;) I i 5 01 - 2- X(D2 �3) LOUTJ to Q�©,�oaQ.Qrn HVA HVB ©�®�©,��®�lo.® ASS as HVQ POURED CONCREIE OR rEXISTING GLASS CONCRETE RI.00K WNL O`O ©wO'O• 10-f °A©��m©`©p°_ -/ _-----_ REQU m - EXISTING ®�`� �°A` SYMMETRICALI* 1 N IN..SEPARATION5 rctiss 8 �a ly Qw 19 O \EXIsrIN (/ CENTERMATES ©.®aa 1©•®"®•�7 d ro GLASS J GLASS `�) * (SEE SCHEDULE 013TIO(INTERIOR) 19•Q5 ON SHEET 11) / { MIN.SEPN7AnON m - -�- l , 70 GLASS (SFE SCHEDULE IN OPTIONAL ON SHEET'71)' - (INTERIOR) I __- O U T J .. .. CONCRETE c �' ANCHORS ---- '� - Al. LES 16'D.C. - - � ®m ®.. * � vNT1E5 --_ _ 90' * °' v "� 20m ® ._ OUT 6 1/2"MAX. SLACK _. . ---=- OUT (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111111111111/1/ ©2015 EASTERN ML -rAL SIIPPLV,ING. \``,,�II�R a.r►c�;'�%,,, BERTHA HVTM a� ��CEN =_ A S S A Accordion Shutter System J 1L E.0 O Inc. KV.@AOE#1 W/OR W10 KV. WWW BLADE S TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems &. ocsc� ow DATE DRAWN 17Y. �MI. IESSS N.W.Jca,.5t.51a ws.riKatU,W90G.rLORDA J31 Association, Inc. _ 7 OLD 11-192 +/1J/is DATE: 413/15 o'• STATE OF = 4268 Westroods Drive z p Phone:(aos)6T7-tsw.Fax:(sos)sTt-15J1 DRAWING No � •, F� tipP. a-mrii:Em�oOna.c«n West Palm BecCh, FL 33407 s 5—�85 Ee�ODOa21s 4 '*447,&A' .AA.LL. WALTER TER AAL1me a 441si. 5 SHEEP P.E. 9244/�{(iNNC1'rtE/DATE 6 8 OF 20 ALTERNATE INSTALLATION. W,ZHV "T1e LOCK. 0 V MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS HV BLADE_* SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION n HV BLADE OUT IN '��D�`O� V11/ HD CENTERMATES 3t ®ADE 6)SIAX DEI.1L Mr.INDfJ3a1 ON SIILET'8, AS VIELL AS UNVERS&F=1TNG BWX®DUAIL HOO-IAA. ®m©•Oj w 8��I�•�3 m DiMWFD ON MS 5HO"'.I WY BE VSa`LYTH 11CS&TLTOU CONNECTION 10a®m®•�©•©°° INN7ALATPON OCTA 1140410AN IN Ttn 9EET. - DETAILS�ON SHEETS 10 h 18 I ©•O•0m©•0'®m (ww-ra Au00 Atuu. 35 (Ono o Na r/(a)I a m©•® x x // .T.ECU � • 1 _ .No,aRs io cGNnaTL - ._- � (OatNwv.) 4(E� - +AU s/e -- -— - - (•)/Ion/z•sus>a rtttc� iItoa/••sus a ta• '']1,�J AT FAtli.NOSE.(TYP) %C-EVIL LeH . * I N P'NSN.V. _ =)N (�KV. _ _ b ro�MADOrI 30 HV "T 1 ') 3.ale T a/. e ON s 5 3 LOCK (INSIDE) � _ I _ � - I g (� 31 OR 33 31 o t 32 31 oR 3 31 OR 3U2 OUT x 3s - 2 / -1/4",0-20 x 1 1/2" S.S.M.S. 4 *SEE W.6 FOR M!LOIX © 35- -- O'1T (OPIIJIAL) HDC—HVC ®• x W/ 7/8"0 x 3/32" WINGNUT. (L mq.)HDB—HVB V r LOCH.ON SHEE1�• SYMM TRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CEyTERMATES W �pCK PINT-F HVG* W/6� LOCK (EXTERIOR) /s IORJ 'r SaY6 9••4 AWWMIY (2024-13 AILOY)LARGE iLWGE THW ®011©• SH ,(O��m_.,8O to•®w SHEET NUMM.PART I UVO. 10-®w®.12.:1©.®w - AS MMU RED BY AVOEL DOM TEXTOR.FNf .6RCNY.NLW JERSEY ©• ]O.©w©•Q•®w 07054 ON EQUAL. /-- - Wrs w LwRDDS 0 8 NO®LDO(^1x1 WET 5 Q— ##LL-eVlR:N,R wW.9ADE3 D—NOD-MN IS vAID ITXi ALL QN,IIVAHS N'ANa11OR tlM LLADE Q HDD—HVD«; FLOATING STACK 1 E FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``���;•`\`��R N.Tit (D 2015 DSTCRN METAL SUPPLY.INC: BERTHA HVTM =� AS S A Accordion.Shutter System /T1 L E C O t N C. . . . . FLV. MADE#1 W/OR W/0 IiV.1MNDDH BL4DE American Shutter Systems qv.N. ucsewpnoN DATE DRAA BY. Y:L. o= TATE OF r¢r TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAIS:-- 4/13/15 -. ry- sass N.tr.Jt( 5L.5)St..JDS.v.F..:(30Ss.ELn153.uts 4268 Westroatls Drive :x. Phone (J05)821-1$30.FDa:(305)871-1531 DRAWING:NO T:kO67a.eorn West Palm Beach, FL 33407 s /ONAL FWALTO A0WTILLUT1,.R.E. 4 :. 15-085 P•E.'S1E ��IN�ATURE/DATE 'La'ue.g u1e7 S SHEET 6 9 OF 20 ETE -- POURED CONCRETE OR -POURED CONCRETE ORUC.ONCRETER ___ _ ORUCONCRE ESE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED OR WALL REQUIRED EXISTING GLASS r EXISTING GLASS EXISTING GLASS —�- / T.'MIN - CONCRETE'A7 —2.EXISTING CLASS 77 —/ �( O 16.O.C. `-_ _.1MIN.�ARATION TO CLASS(SEE MRN.SEPARATION CRN. TION AN.SFPM7 ON SC EDULE ON SHEET M GLASS SEE EO TO CLASS(SFE .. 11 FOR BADE OAND ( TO CLASS(SEE SCHEDULE ON SHIT SCHEDULE ON SHEET SC£DUE ONS AN 1/16•x3•MAX.---= "" ON SES( 79 FOR 11 FOR 19 mOAm � 1t FOR'ELADEOAND I1 FOR ET 19 OMD (6063=76)CONT. ITIAnEsO&® / \ .. O1d9t f01T 1/2' ON 4ffET 19 tn CN SLEET 19 FOR ALUM. CLOSER I---'- nnica SIDE aADes O ® PLATE (LOCATE 1/2' — -- e rks 0& OFT) AT EITHER 510E MIN. - 1/2 __ --- OF®) $USE 1'OR 2•MAX.NLN. 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ALUMINUM CLIP ANGLE. ® 16.O:C. _—'-- � (6063-T6 ALLOY)AT MIDNEHGHI; QIOx1/2'S.M.S.TO QQ& _ 4 ` / (2)1/4.0 TAPCONS ANCHORS TO I WALL AT I.O.C:_(LC7CATF AT f S 1-J I SEE DETAIL X FOR.I COR ®& EITHER SIDE OF Q) d OR tJ SIDE CONNECTION (COR & SET:DETAIL X FOR �OR TO TRACKS SEE DET IL X CO Q SIDECONNECT70N _ ®"'©'O7^`8, 0'®�' - m®m©•O7 m®,10,•®^� ua�6 N TION 7 w 8 ,f0•®m TO TRACKS I �w�6.Q7 d�f0•®m IOw®m©•®m4•©o, SLUE TO TRACKS �1�0• `10'�m©•0-0•0°' L., 10w®°'©•�®•©o 00 &@-o .©.Oj .©"'©•Oj .®m ©•0-0m0•0•0" ©•.0•©O1©•Q•®m ®•®m©•®'©'®m ®!©m�•�lJ•"-lJ`®m BO ®m®®m�®m®•® ® ®m® ®mom m©® END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q f RCOUIRm OM_Y FOR SPANS:GREATER THAN 12'-V POURED CONCRETE OR i-- EXISTING D(IS71NG GLASS CONCRETE BLOCK VIALL GLASS _... 4 REQUIRED / �' - W SEFA4411DN 8/1' M. -- --- - TO GLASS(%K / .C. 1GN.SEPARATION SEE y L—_—__-� — 6 OR®OR@OR SCHEDLXE ON SHEET I C3ACEOAND CONCRETE 1/2-MIN. TO SCHEDULE ON(81t21 _____ ON OQ FOR ANCHOR 0 _ 11 FOR BADE pnnD -� _ _ ---_ ) OR OR q OR) ISI nrvcHORo.c. 1 5 aADsm O I - QR 1© CONCKEIE 0 16- D.C. ----- I/z•NLN.--- 1 _ - 1 -- — 4 _1/2-MIN__ ___ �OR®OR(DOR -- 7.. ! ED 2-MIN. 2•NI/ ♦ SLE LIURATlONS OF USE FOR SHEET 19 VIEW BAD@q (j3 ( Y 5 OR ®, PLAN �OR� ` m®m 6 7 m s Io• DETAIL X ao owo ®a POURED CONCRETE OR m®m©•O°'© ,D•®^' -• END INSTALLATION concRETE OLocx WALL ---- �- '�,®"'©'�'®•©' REQUIRED \ 'D'®"®•®'©•©m �'�©•O•©m©•O•®m 1 HV BLADE OR tl HV WINDOW. BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILSQ O ®m® ®mom ®a@® END CONNECTION DETAIL 6 ®m® ®ate m®� FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. ENS '.''9 BERTHA HVTM, G EN A S S A Accordion Shutter System KV.BLADE#1 W/CR W/o KV.WMOW BLADE American Shutter Systems REV.N. acscwrnoNDAT- 0uwrier: ML. c TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 ".OLD 11-192 x/13/15 DATE: 4/t3/t5 STATE OF r ` 5 53 N.w.350.St.Ste.%>5.V&Gt a GARDatS FID af"Y1 551 �••' Phon.:(305)871-1530.Fee:(305)871-1531 4268 W6str6ads Drive : AWING No .ARI •G��`: .- A:II—Mce— West Palm Beach, I'L 33407 3 DR15-085 /ONAOE �`` WALTER A.IlUff J.P.E ' P.E:'/��.4Sf'p9111Arr'6RE'/DATE EL°RDA D p x4167 6 SH CO OF 2O SCHEDULE kl SCHEDULE �2 SCHEDULE /!3 MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" VIAXIMUM SHUTTER SPAN*"LT-" INSTALLATION LEGEND LM (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR DR. "L-" (ft.) INSTALLATIONS CENTERMATES, @ &®or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK'®.Or ®Or or SRM TI & - MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. dt W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or b or® L-:MAX.ALLOWABLE SPAT FOR A GIVEN NEGATIVE CENTERMATE5 & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M, N, 0. P, 0, AS.D: DESIGN PRESSURE RATING. ® � / � ODSMOUNTING F, K & L R. S. & V. LOCK® W/iWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR,MOUNRNG Q (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t ttSHEET 7) FLOOR/CEILING O. H. I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING:_ CONCRETE&WOOD INSTALLATIONS b CONCRETE&WOOD MOUNTING INSTN.IATION uAntOd CONCRETE & M. GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. Asn.DESIGN "D.DESIGN asn t1FSR� INSTAUATIONS PRESSURE WALL MOUNTING FLOOR CEIUNG PRESSURE WALL UOUNDNG PRS4m! GIVE A N GATIVE A.S.D.S •L;F'FROM SCHEDULE. PaRRO / RATING & .RARNG n.00R/CEIUNG MWNTING GNFJi A NEGATIVE AD.DESIGN PRESSURE RATING. (>s14 MOUNIINC (P..1.) FLOOR/CEIIRA MOUNTING (P.�c) OR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. I.OR_� _ C.OR_) __ __ _ _ _ (.OR-) F10oR ul MoUNnNG (� MAXIMUM SHUTTER SPAN 1+'OR •L-' FOR L f (fl) L-(N 1.1 {W L.-{N L� (n)_;: i.-(nl _"ALL l-(n) INSTALLATIONS INTO WOOD SHALL BE LIMNED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES I6'-0' 16'-0' 16'-0' '16'-0' 30 __ 16'-0' 16'-0' 30 16'-D' 16'-0• 1053 PSI`.AS.O. DESIGN PRESSURE RATING. A DETERMINED SPAN BETWEEN "L+'AND 'L.-•. 35 14'-10' 14'-IO' 15'-2' 16'-O' _ 35 _ 14'-10'_ _14'--10' 35 15'-2' 16'-10•. 40 13'410" 13•=10' 14'-2' 15'-2' _ 40 _13'-10' __1_Y_-_7 D' 40 14'-2' 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 1S'-i" 13'-4' 14'-3•_ _45� _13'-1' _13'-1' _ - 45 t3'-4' l4•-3' 1' HV CORNER CENTERMATE�3 MAY BE USFD AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50- 12'-5' 12•-5• 17-8" 13'rY 50 _t2'-8' 12'-5• 5O._ 12_'-7• _ 13'-17- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUN11r1G5: -- .SHALL BE AS INDICATED ON MANDATORY CONDIRON J2 55- 11'-10' 11'-10• 12'-1' 12°-11' 55 11'-10' I1'-10' 55 :11'-i' ii'-11" FOR A GIVEN POSITIVE AS D. DESIGN PRESSURE ._ ___. - —_• .NOTE Q5.SHEET 5. .. RATING: 60 11'-4• 11'-4• f 1'-7" 12'-4" 60 11'-4•" 11'-4• 60 10'-2' 10'-11- _ ._ . _1033_._ _— - DETERIAINE: 65 10,'710' 10'-10' 11'-1' 11'-11' 65 10"-10' 10'-10" 65 9'-5' 10'-1' - -1113__ 1100_ - - Lt+- MAX. SPAN FOR WALL MOUNTINf, INSTALLATIONS. 70 1U'-C 10'-6' 10'-9• IV-5' 70 ___IO'-6' 10:-_6• 70 _8'-9• 9-4' - L24- MAX. SPAN FOR FLOOR/CEIUNG MOUNPNG 75 10'-1- '10'-1' 10'-4' I1'-1• 75 10'-1• 10'-1' 75 8'-9' tt EXCEPT THAT MA(IMUM squirm SPAN'L+"OR INSTALLATIONS. -_ 1111 9;-16;,-_ W-10" W-10• 10'-0' 10'-9• 80 9'-10•- _9:-10• - 'L-"AND MAXIMUM A-S.D. OESING PRESSURE RATING FOR FORA GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85.. 9--6" 9'-6' 91-9' 10'-5' 85 9•..6• 9'_G• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: --9U 9'-3' 9'-3" 9'-i' 10'-1' -90 9'-3• 9'-3'-- SHAIJ_BE LIMITED AS FOLLOWS: DETERMINE: 1311 33 00-0000-- -.0000-- 1- CONNECTIONS 10 KEYSTONE MOUNTING 8'_-9•. 9•-2' 9'-10• _ 95 9'-0' a'-9' Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _100_ 6'-9'_-_ W-4• 9'-0' 9'-7' 1 5 8'-9" -7-11'6'-4' LIMITED TO +64,-72 p.s.(. AND 8--0" SPAN, SEE U-= MAX. SPAN FOR FL00R/CEILING MOUNTING _ _ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7• 7--11' 8--9' 9'-4• 105 a'-7 %•-11'- T-T 8'-T 9'-2' 110 8'-4" T-7• � ' . FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - its a'-2" -3 a a . :a��1 115 e'-z"— _`i'=a' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN LI+, l2F', Ll-'AND 7x0' 120 8•-D• 6=11• 8--2' _ 8'-9' 120 8'-0' 6'-11' - (4)GO TO ANCHOR SCHEDULE WITH FINAL_ MAXIMUM 0111 ._. -" 1011 125 7'-10" 6'�:a' 8'-0' �e'-5' 125 � 7'-10' 6'-8" A110WABLE SPAN AND NEGATIVE AS.O. DESIGN __._ 333 3....—3013 - 5 130 7•-8• 6'-5' T-10' 8'-1' 130 __ _ 7'-e' 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7•-7' 6'-2• T-9' 7--9• 135 7'-7•- -_-6'-2' MINIMUM SPACING. 140 -- T-5' _5'-11' T-0' T-6• loo 7'-5" s'-„• ASTM E-1996 SEPARATION T-3' S'-9' 7•-5• T-3" 145 - 7'-3• 5'-9' TO GLASS --150-- 7'-Y'-- 5'-7" 7'-4• 7--0" 150 7I-2" T-7- 155 7'-0' - 51--5' 7'-2' 6'-9• 155 71-0' ) THRU 3 1•, _160 6'-it• 5'-2' 7•-1" 6'-7' 160 6'-11' _ 1_65 _6-=70' 5--1' Y. U• 6'-4• 165 6.-.IU. 5•-1" 170 6'-9" 4'-11" 6'-11' 6•-2" � 170 6'-9• 3301_ _. . ..,3133 3331_._ 1300_ 175 6'-7' 4'-9• 8'-9' 8'-0' 175 6'��7' 4'-9- 8 ---- ' -- -- 1 H V BLADE 180 6'-6" 4'-8' 8'-6' S'-10' 180 a' 8' 4'-8° ---185 - G'-5' '-4°-s---6'-7• 5-8•_ _ 185 6'-5' 4'-6• --__190 .6'-4.' 6'-4• 4'-5' 6--8• 5'-6• - 190 6'-4' 4'-5' 195_- S:_3; -- 4'-3`__6-- 5-5" 195 4'-2• 6'-4- 5•-3' 200 6•-2• ?05 6'-1• ai'-- 6'-s• 5'-1' 205 6'-1- 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. A,11T+L(j.'''., __ .. BERTHA HV IM R la _ L7 & S A Accordion Shutter System 11.L 1 E:C O o N C. A. . .. . KV.g.ppE$, 1N/OR 1Y/D FEV. VdN>)Ow BLADE 3111:_•_ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systei ms IV, WO.V .DESCRIPTION DATE DRAWN BY: . G. w`y�/,yy' *± Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/is Tl - 633`5 NW.36N.SL.St,..109.MRGNIA GARDENS.FiDRtn 331 PFwe:(305)571-1530.F0.:(305)871-15211 4268 WestroOds Drive x, DRAWING .No SiAlt4r .-D.a:6R.�D1e,a:�.m Wesi Palm BeOch', FL 33407 3 EH-0006719 1 rJ-085. O'•,F[OR1�P '`� . WALTER A.DLU1 3r.P.E 4 �N'E,�sl�faU^ GbtT2E/DATE FLORIDA G 9 44167 6 SHEET OF 20 - H La o 0oz C/7) m z or 07 B S IM 0 > ggt En z z Oct Nin A A W > z 00 �w w m 4! 0 > CID tY "INA >0 K4 qIi ;1 E Wto- ;_1 T -i. V-9 T.- P z I III III lit . I II 0 H.mI_-I- see e es z s IN �A !s�­ t1iji'l 1. IQ v 1�IVV e-Ivi2 T,2�i V!V vjvj�!Iv .1ist �:t 7--F:t V n It gAr I t lt NI I H+N d-i I- i [lit I I-lit l . . . . P.1 I'1 III_T # e 9 21-2 iiErzR q.12 2 -F R 4c i is v 12-v . . -1 CA �!l - d i ::_; . In z I - 12 1;;l- ILI I I +1 i IT,F, I It I.,I. i IIII iii 1 it I mI I I a­ ILL,I�Iil I 2 1.T.1.1. 1 om L�'2�gs vi vIt!1V S 1,L III i '11 IIi ; IIITT. Tltl, 1il VIII 71, 12 In Ih I I I t M, —1i—I r, gig_i.l. 2se Ise ele.!s I IY v vl�!Iviv VIV 78 1 1, iiii I It I ill I I t--Ili I i1flill I I W.; 1101!1 1 1 lil 13 - ILI ----�5_S9!1,_vR sts s I lit Nry v ? 6 '0 MA1nMUM ANCHOR* SPACING (in.l SCHEDULE FOR A GNEN'MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:"POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATIHC AND A CORRFSPONDINC IIOIINTINC TYPE RNR CONCRETE OR CONCRETE BLOC[WMI ATIONS (SFE MOUNRiGS E.G,&H ON SHEETS 6&1) - - - 1.ANCHORS To SUBSTRATE STWl DE AS FOLLOWS: P0193D O0NCRETE/OONCRETE.BLDCK POURED 0014CfRETE .. (A) TO EXISTING POURED CONCRETE:(MI--f0-3 k0t) ukxmm @WALLSILL MOUNTING ©CNG MOUNTING FLOOR MOUNTING' - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDbL(f[t.re 3 ksi) SPAM ANCHORS SPA-r1NG IEGEND - 1/4.0 x 3/4'ALL POINTS SOl1D-SIT ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPEM-FY COMPANY.(Mal.f C=3 ksi) (p) ASA OSM IIEAIK P7 MAE EATING 01901 NIGRAL RUSIM RAI= OC901 MWATIVE PFEa1E MRC - 1/4.0 13LUE TAP CONCRETE ANCHORS W/CPP AS AUWUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.1'e A 2 kd) 30 40 60 75 90 120 160 205 30 40 .60 7S 90 120 160 205 30 "40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DGMBUTED BY ALL POINTS SCREW;BOLT&SPECIALTY 14 2 10 9 B e s 5 5 ,4 12 f0 9 0 8 6 0 14 12 10 5 8 8 e 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED\WAN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0• 14 52 10 9 B 8 6 6- 14 12' 10 9 8 8 6 6 14 11 10 9 B 8 6 6 THLL POIRN TECHNOLOGY (Min.fc m 3 W i) DR 14 12 10 9 B 0 B '6 11 12 10 9 8 8 6 0 14 -12 10 9 .6 8 6 5 ALL POINTS:SCRJD-SET 1a 12 10 9- 8--e 8 7 14 12 10 9 8 8 6. 6 14 12 10 9 A..8 6' 6 [ILUE TAP IV/GP NOTES: 14 12 10 a e- 7 55 3.5 14 12 10 9 8 -8 6-_ 5 14 12 10 9 B B 's" 5 TAPPER+ 0.t)MINIMUM CHOR EMBEDMENT INTO POURED CONCRETE A RANCHO OR TAPCON WITH ADVANCED THRFADfORII TECHNOLOGY ANCHORS AND TAPPER+ _ ANCHORS IS 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS 15 1 1/2•. 4'-0• 14 12 10 9 8 B 6 B 14 12 IO 8 B 6 6 14 12 10 B e .� 6 53 14 12 10 1 9 1'8 0 G 4 14 12 IO 9 B 'B_ 6 4.5 14 12 10 9 86 4.35 0.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8•KID THE POURED CONCRETE.NO EMBEDMENT 14 12 10 B B �8 6 4.5 Ya 12 10 '9 8 B 8 5.5 14 t2 10 9 '8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'L04C MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 9_75__SIS 3.5 14 12 T109 6 B 8 5 14 ,2 10 9 8 _7 Ti a •SFL A1xxe aF USE Foo 1'MINIMUM FOR WALLS WITH NO STUCCO. l4 .I2 f0 9 e fl 6 0 14 12 6 B 6 55 t4 12 10 9 a B 6 4,5 9)ADE S`A OV 5!EE'T 19 .5'-0• 14 '12 1013 0 7 4 -_l4' 128 6S 5� J.5 to 12 10 5:BS 5�3.5 3 - 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAYERS OR ANY.VENEER BE.FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 B' 8" 7S 45 - 14 12 -8 B 66, 43 14 12 10 9 B 6' 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEKND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON to 12 95.75 65 45 _ t4 12 t0 9 B 75 5S 1 [14 12 10 9 8 '8 4.5:Y7 NOTES Al)&A2)ABOVE.FOR INSTALLATONS ON VINYL SIDING OR EIFS WDH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 B e 6 t4 12 10 9 :e. B 6 5. t2 70 9 8 6:5 .5 JSINSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 6'-0• 14 12 10'9 -5 55 ;J - 14 12 10 B.5 7 5S. 4 .3 12 B 6.5 554 3 - u a2 /o B B 6 - - 1a t2 t9 B 0 65 5 75 12 to&5 8 S 4 - (B) TO EIS TING CONCRETE BLOCK:(ASTM C-90) 14 12. B e9 55 3 - - t4 12 .109 B 6.5 <5 .5 12 t0 'B 7 5 J.5 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED TIIRFADFORM TECHNOLOGY ANCHORS•AS MANUFACTURED BY I.T.W.BUJDLX. 14 t2 to 9 e 6 - - 14 '12 i0 9 a �i S 4 12 10 8 75 55 I 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPEG LTY COMPANY. T-0• - - - - -- 1/4'0 BLUE TAP CONCRETE ANCHORS W/q\P AS MANUFACTURED LTY F DA FASTENERS DIRECT,INC_ 14 12. 10. 8 65 4 - - 14' 12 B. 7S 6 4.5 3.5 - 10.5 7 SS 43 1.3 -14 12 10.BS 7 4. - 14 12 10 9 7S 5S'"4 -" ,2 9 7 75 45 - 1/4'0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERS-FASTENERS,INC.,AND DISiRBUTED fD All F!OINTS SCREIV,BOLT&SPECIALTY / 11 7. 4.5 _ 74 12 t0 975 95 "4" - 72 9 7 B 4:5 '3':-; COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED.VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.. 14 12 10. 0 8 6.5 - - 14 12 10 9 ;8 6 "4 14 12 10 8 65 'S. 3-9 NOTES: 14 /2 85 7 55.S' - - 14 12 8 1i.5 5.5 4. 3 25 95 6 5 a- 3" - ELI)MINIMUM EMBEDMENT ZITO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPIER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 73 e - t4 12 95 8 65 5 - 14. 12 B G 65 4 - - W71T1 ADVANCED TMRE'ADFORM TECHNOLOGY ANCHORS 6 1'. 13 95 8.5 5 35 14- 12 10 B 655 14' I2 8' 8.5 5 4 ' D;-0• tq 12, to B e._ - - 74 12 t0 9 75 4.S - - 14 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - 14 It 7 SS_5 ].5 7, 11 a _SIS 4-5 5.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREY/USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 9 65 4.5 - '- - 14 A5 7 912 5 4 - - 14 1(15 7 SS 6 4.5 -"- FJ(tST,MTU 1'MINIMUM FOR WADS WITH NO STUCCO. 11.5 85 _ I 1 114 112 1 9 7 '6 .5 14 11 1 7 5.5 45 &5 14 12 70 9 7S - - - 14 12 10 e'65 5 - 14 72 B_ B 5 4 - - U.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISRNG WALL OR FLOOR• 14 10.5 7 5 3.5 - 1S 9.9 6.5 5 4 3 - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALT.FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON ____..__ - - - ,4 11 7.5 5.5 - - - 14 11.5 8- -6 5 4 - - 25 9.5 6 5 4 4 - - NOTES B.I) &B.2)ABOVE.FOR MSTALIARONS ON VINYL SIDING OR EFS WITH OR WITHOUT KETAL STUDS CONSULT TWS ENGINEER. 0.5 8, 5 _ _ -_ 14 12 _B-6.5 55 4 _ _ - 3 10 6.5 'S 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 f 2 f 0 - - - 14 12 9 7 6 45 14'105_ 7 55, 45 35 _ 125 9S 5 _ _ - 12 9 B aS 3 _ 9 7 4.5 ]5_3 (C) ANCHORS SFWl BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 f0 7 - - - - - 14 IDS 7 5.5 45 - - - 1.5&5 5.5 I,S .75 - - - 9.5 7 45 - - 14 115 7.5 6 5 - - 12 9 6 4.5 4 - (D) SEE SCHEDULE BELOW TUR EDGE DISTANCE(E.DJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0• 14 12 1 tD 1- - - - - 1412 8 65 55 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING �CHEpSq,E_FOR ANCHO$$ 115S 4, B5 - _ 11 8 55 4 JS - 11 6 _4 S __ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E ED 0.IFSS THAN THE INDICATED.REDUCE ANC14OR SPACING 13.5 9.5 6 - - - - - 13 95 65 5 4 - - - OS 'B 5 a 1- - - - BY MULTIPLYING SPACING SHOWN ON SCIIEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 5.5 45 - 11 &5 SS 4S 35 - REDUCED SPACING OBTAINED USING FACTOR SIRALL.NOT HE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - 13,_O• t4 t2 _ _ _ _ - _ 14 n,5 25 6 5 __ ,r 9 e __ __ .- - FACTOR .. . 0.58' - - - - t0 7S 5 4 J - - 75 55 - 3 - - - ACTUAL 2s 85 _ _ _ _ 12 e e 4.5 4 _ _ _ B.5 7 S 4 _ _ _ _ EDGE TAPCON TAPCON WITH ADVANCm � TAPPER t a 6 - - - - - - 13 1i 66 . - - - .5 75 5 4 - - - - D1CWE ALL POINT SOLID SEF-BLUE TAP W CAP 1 HV BLADE OR TTHRIJIDFORM TECHNOLOGY MIN.SPACING ,a lI - - - - - - 14 10.5 7 55 - - - - 11 85 SS 4.5 - ED. MIN.SPACING-3• MOL SPACING •-3• MIN.SPACING 3 1/2• MIN.SPACING 3• 3 3/4• 4' 14'-0• 10 75 - - - - - - 0 7 4.5 3.5 - - - 7 5 JS 3 - - - - HV B D W POURED CONCRETE& pp,�CRATE OGNGREIE BOOT POURED CONCRETE& POURED CONCRETE&pOLMD OaNaETE OGTIaE7E BLOC( 11 8 5.5 4.s - - 0 5.5 4.8 - - - - CONCRETE BLOCK /2• CONCRETE BLOCK CONCRETE BLOCK 7.5 - _ _ _ _ _ _ 12 9 6 _ _ _ _ _ BS 7'45 - - - _ _ V W OW - E6'3 .E.D.ED.• FD.-S Et-0 _ u = - - - = 35 ,0 6.5 - - - - - 0.5 B 3 = - - `L- = BLADE WORKING - 15'-0• 9 13.5 65 4 _ __ 65 5 3 - _-I- - ..2.1/2'..._._ - N 0.81 1 _ ___ 1.02 1 __..____- 0.6 1 N 1:02 10L E0.•S' MH FD.•31 kOL FA•3• 1.0 1i;' -- - ... _ ..-- IN UNISON ♦ "--- ---- _ ---"-----_--- ---_--- --- _ D.7e 1. _ ._ _. _ 0.5 8 5 _ _ _ _ _ B.5 6 4 - _ _ _-_- 2' - 0.71 Ob 1 7 - - - - - - 1.5 B5 9.5 - - - - 9 6.5 45 - - - - - 1 3/4' - 0.91 - - - 0.43 16•_0• ,4 _ _ _ _ _ _ _ 75 95 s _ _ _ _ _ 10 7­515 _ _ _ _ _ .1 1/2• 0.35. _ I _._ _ _ ____ ---. 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DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D: DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS W&17). 2H3 LJ B. T RAT E ERN PINE No. SPRUCE-PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/UMIN.0=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MQC=D,Sp W/ W/ MIN. Gm0.43 W MIN. G-0.36 . 11N(IYIN SPAN 00 WALL MOUNTINGS CEILING MOUNT T #5. LL MOUNTINGS CEILING MOUNT T J12 L MOUNTINGS COILING MOUNT T' M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R . FLOOR.MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WNL MOUNTINGS B.C. WALL MOUNTINGS' B..O. WALL MOUNTINGS W & XW & XW & X P & 0 S&v S&V S&V ua--Dsa 1ETAK ITmx FA1G IK 59 037 mo:K B[SIL vm MR80tF 1179DE FA010(ad1 MM 9G@41 91[iA/G ryJf R@i.9\E 8�9fd F rylj 30 40 60 75 90 65 30 40 60 75 90 OS 0 60 75 90 05 30 40 6D 75 90 05 0 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 60 75 90 .05 OR _12 10 10 9 8 8 66 6 fi ..6 6. 1010 9 8 8 .6 6 6. 6 -8 8 10 9 8 8. 6 "6fi 6 6 6 .6 5 4. _4''-0'- 12 10 10 9 8 8 6 6 .6 6 6 6 0 10 9 8 8 6 6 6 6 fi 6 0 10 9 8 8 6_ 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'_ 12 10 70 9 8 8 6 6 6 6 6 5.5 10 IO 9 _8 8 fi 6- '6 6 fi 5 0 10 9 8 7 6 6 6 6 G 5 6 5 4 1 4 3 12 12 12 I2 12 12 12 12 12 12 12 12 12 12'12 1212 05 6'--0'---12 10 10 9 8 6.5 6 -G' G 6 5 4.5 0 10 9 8 6 8 6 5 54.5 10 9 6 .1.5 0 E 6 6 5 h.5 6 S 4 a 3.5 - 12 12 12 12.12 12 1212 72. 1?. 12 12 12' 12 12 12 10 8.5 5. 5.. -._ ._ - _.___- - . _- -- _ _ r7'-0' 12 10 10 9 6.5 4 8 6 6 '.5 45 4 0 IO 9 5 3 6 6 8 5 4 .5 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 L2 12 12 10. 12 12 12 0.58.5 7.58'-0" 12 10 107.54.5 3 8 6 6 5 4 3.510 10 6 3.5 - 6 6 5 .53.5 3 10 4 6 8 .53.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 1211 9512 12 1.59 7.59'-0' 17. 10 10 5 3.5 6 6 5.5 S 3.5 3 10 9 4 - 6 6 4.5 4' 3 3 4 3 - - G 6 4,5 4 33 6 5 3.5- - 12 12 12 12 12 10. 12 12 12 1. 9.S 8.S 12 12 10 8 6.5 5.5 12 70 7.5.4 - - 66C 43 10 6 3 - - 6 6 4 10'-0' .5 3 - 3 - - - 6 6 4 .5 3 - 6 - - 12 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 9. 7 G 5 5 - - 11'-0' 12 70 5.5 - - - 6 6 -a5- - f0 4.5- - 6 5S O.5- - - - - - - 6 5.5 4 - - 6 5 - - - - 12 12 12 12 f0 8.5 12 72 12 9.5 8 7 12 12 B 6.5 5.5 4.5 _ 12'-0 12 10 4S - - 6 6 :4. -= - = 0 3.5- - - 6 5 3.5- - - 12 10 - - - - fi 5 3.5- 6 5 - - 12 12 12 1. 9:5 8. 12 12 11 8.5 7 6 12 1.5 7.5 6 5 413'-O 1210 - - 6 6 - 10 - -- - 8 4.5 - - - 4 .__ .__ .._.12 10 - �fi 5.5 - - - - 7 .5 Y5'-0• 12 - '6 - - - 5 :16'-0 12 - - - - 6 - - _ - - I (1) HV BLADE OR HV BLADE Wj I(A� HV WINDOW BLADE WORKING IN UNISON* •SCE u,(TARD15 OF lYi f1M1 12.,0E 9A1T 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLI)WOOD SOFFIT SHALL BE AS FOLLOWS: J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.DS) - 1/4"0 TAFCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX MED W/MINUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/Ga0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(N-U.S.) E) SEE NONE 2 BELOW. -SPRUCE FINE FIR SOUTH W/0-0.36(NDS.) L ANCHORS TO HOLLOW SHALL AS PER MOl1NDNG TYPE U.SIIL�T 17 AND STALL CONSIST OF -MIN.1/2"COX PLYWOOD(1986 APA) 171G SCREWS AS PER NDS 2012 2012 SPLD'JlCAAT 1UN5. 4.ANCHORS SMALL BEINSTALLED FOLLOWING ALL OF THE RECOMMEi1CADONS AND SPECIFICATIONS OF THE ANCH0.R'S MANUFACNRFR. FLORIDA BUILDING CODE(Non High Velocity .Hurricane.Zone ®2015 EASTERN METAL SUPPLY, INC. '- BERTHA HVTM Accordion Shutter System C 0N A.S.S.A. __4y�;, i L E c. Hv.MAX Sgt W/OR w/o.H v.WINDOWetwE mercar ems EV.N OFSCRIPDON DATE DRAWN � Q' �• VJ-•. � R!: M.L.T7LLIT TESTING & ENGINEERING COMPANY American Shutter S • 11 !14167 = 6755 NW.X6 St.M,.-Mo.We6 a IDENS,FLOROA 33'k 3, ASSOCIOtionF Inc. , OLD 11-192 4/13/15 D ATE 4/13/15 • phone:(305)971-1530.Foi:(305)871-1531 4268 Westroods Drive 2 INO No GuecoOeol.eom West Palm Beach, FL 33407 3 *•.• OF EB-0006719 5-085 51AlEWALTERADLIVJ.PZVNkAF DRQ A u= q 4x167 6 5 T OF 20 0 N INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV ..& IaA HBLADES AS APPLICABLE MAX: SHUTTER SPA L+ .OR L– FOR 1 INSTALLATIONS INTO WOOD WITH HV BLADE ONLY S ALL WALL nNIsH BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE--RATING SEE SHEET 19 FOR MAX SPAN & {� -_1/4'0 TAPCON OR.. A.S.D. DESIGN -PRESSURE RATING FOR INSTALLATION :WITH BLADE n& J&WORKING IN UNISON \ / THREAD WnH ADVANCED __ - �x\ W/ 1 1/2'M TECHNOLOGYMTIO I/4'0 THREAD ON P// 1 1/2°Nin.PENETRHTION �� I - THREAD WITH ADVANCED 7HFtEADFORM TECHNOLOGY —E-- -- ^' OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING _ I 1-_-- 1 O EXISTING WOOD HEADER. ` WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO�(SEE I I (DOR (SEE SCHEDULE ON SHEET 15) r 1/4'0-2Dx3/4'S.S.MACHINE __SCHEDULE ON SI4ET___ 1�1R 18 / SCfiEWS W/ 1/a'-20 NUTS { 11 FOR S1fZ 19 F BLADE } f / 1 1 I i'Nin. ® 12'O.C. EXISTING 1 �� { - ED- E0 2 GLASS-1 I — WALL' rimISH II - z\ li-OPnANAL .. 1 -:�:--• � -WAIL FINISH 1Lry�{,1 !.___ ©� `-2'x4'W000 i EXISTING MIN. .t HEADER REQUIRED l --OAR®♦ 1 2"x4'.WOOD { 1 HEADER REQUIRED Ta 0THREAD OR THREAD WITH ADVANCED (XLSTING 1 WIL SEPARATION I I I l -__ � It1, ADFORM RE NITRATION OF OITIRE�AREA TO CUSS--1 t0 GLASS(SEE I LASTING WOOD HEADER. SAEDUE Tom;9fET NIH.SEPARATION lUC1A55EXISTING '—' ESCHEDULE ON SHEET 15) 71FifiRAGEAwi �--(SEE SCHEDULE ON SHETr 71)9$T 19 raftGLA55-`I CONI.SILL RJflS Cl)& 1._ _-_. ._ _ _.__. _. _- . I _. I- - PLATE REO'O, OHV WALL HEADER INSTALLATION �HV:WALL SILL INSTALLATION O HV WALL HEADER INSTALLATION 6 GLAS rXISONG �-- { DIN.SEPARATION TO GLASS I 1 �, 7 SEE SCHEDULE ONON TSHEET 11` I 4 O GVN 1 EXISTING /{___—(SEr SCHEDULE ON SHEET 11)_ ._ 1 J 1 ( , MIN.SEPARATION TO GLASS 1 O CI.�Y 1 I 'i GLASS--{ - 2'x4'CONS-{(SEE SCHEDULE ON SHEET 11) 1 I 1 WOOD PLATE. s 1 t/4'0-20x3/4'S.S. REO•D. SR_-0-20x3/4'S.S. 1 USING 1/4C /4 20 NUTS 1 ,I I -. MACHINE SCREWS w/ -WALL 1/4'-2U NUTS 0 12'-- i b 12 O.C. - I I t f1NiSH (� I \� -/ I O.C. OR 8O L1°R� 1 oR 15 OR 2'x4'CClfr, WOOD PLATE 111 $ 1 f { 1 II REO'0. 11 L 4_ t IG 1/t-a TAPCON OR TAPCCN WITH ADVANCED THRFJiDFORM TECHNOLOGY W/ 1 1/2' 2-x4"CONT. Clin. PENETRAl1ON Or THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITTI ADVANCED 1`'1 1 ` 1/4's THREAD OR rSHUT1,ER ; 1 SILL PIAIE -- EXGTWG YIOOD HEADER. I111 ( `11 I ' MEd`f$NETRAT101 TECHNOLOGY OF THREADED/AREA INTO PLYW000 TAYCON WIRE ADVANCED E SHEET i FOR IYPIGW. �1 O,D E7 —WALL Fl(ISH SC'IEOULE Ov SHEET 15) (SEE SCNCDUIE aN SHEET 15 %1'i1N JAI 'xa' /'"MIN.CO TIIRFADFORM TECHNOLOGY ASSENDLY. �l 1-I)- - -- l� ( ) E S C N.2 ` PLYN001)REQ'). \ W/ 1/2 Min. T LNETRATION OF OUNTING SECTIONS CAN BE STUDS 16'O.C.DAX. THRFJDED AREA INTO F,Lril000MBED Rt ANY WAY TOL-1/2'ATIN,CDX PLYWOOD REO'D. EiEO'D.PLYWOOD TU BE 7'IALL FINISI+— (SFE SCHEDULE ON SHEET 15) IT NY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN. 2.4'STUDS b 16'D.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH '-' wml SECTION 2309"OF iME F.D.C. SECTION 2.. OF THE ®HV WALL SILL INSTALLATION SFE uNAArotis of of ©HV WALL SILL INSTALLATION F.B.C. BLADE l ON scEr 19 FLORIDA BUILDING CODE(Non Hiyit Velocity Hurricane Zone, d 2015 EASTERN METAL SUPPLY,INC. "1"11p 1Yj"!'!., BERTHA HVTM A■S■S■A■ Accordion Shutter System �— H.v. RAI#{ w/OR w/o RV. W+NDDw BtaDE WATILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N OESCRIFIION DATE , DRAMN BY: ALL N.M.awn.SL.St..=,vulva GARDENS.TLORa4 3316 ASSOCIOtIOn, Inc. 1. OLD 11-192 4/13/15 DATE. 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads give 2 DRAWING No rct a-man:10006719 rom West Palm Bcach, FL 33407 3 15-085 Ea-aoo6719 4 �i F •'.r- WALOR A TILLIT Jr.P.E rLOftlDA Lic.B 44167 5 SHEET P.F''�� plAt VDAiL 6 16 OF 20 nut INSTALLATION DETAILS ON - EXISTING WOOD_ BUILDINGS FOR n HV & HV* BLADES. (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD I.WITH HV BEME n ONLY SHALL B TED TO. 105.0 sf. A.S.D.. DESIGN PRESSURE:RATING SEES E 9' 0 MAX -WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE &_ A WORKING IN. UNISON 1/4'6 TAPCON OREQ EQ 2 MIN.---1 y/ TAPCON WITH ADVANCED 4'x8'(Min.)EXISTING -- - I EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. 7%1'Min.PENETRATION STRUCTURAL ADEQUACY •� OF THREADED AREA TO 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM r p. ____ PH, TRUSS HEAD TO BE CERTIFIED BY __ EXISTING WOOD EXISTING WOOD 1{FAOER. -1'- __ f.� H Min. MACHINE SCREWS REGISTERED PRIOR TO OR J_--- - — .----_ TRUSSES OR _ (SEE SCNEIXIIE ON SHFT.T 15) W/T/4'-20 NUTS ARCMRFCT PRIOR TO EQ QRAFTER O 24' Q 0 12'O.C. SHUTTER INSTALLATION. 1/2 . I/2' O.C.REQUIRED I - 1/4'0 1'APCON OR - ---'� -— EXISTING SOFFIT 1 cIn 15 IAPCON WITH ADVANCED MOX.TFIK. ,257- THRFADFORM TECHNOLOGY I 3/4' t Max.- W/ 1 1/2'Wren.PENETRATION - 14.3 4' EO EQ - _ _ 1'x4 x1/8 CONT.ALUM.TUBE OPTIONAL I I OF.7HRE WOO AREA TO Ea- SOM65.Oc I ,l /(3)5/16 0 LAO SCREWS TO (6063-T6 ALLOY)W/ D(ISBNG W000 1{FADER. (SEE saEDULE ON SHEET 1s) 1 or 1©or 15 EACH RAFTER OR TRUSS. or 13 or 15 L LOCATE IAC SCREWS AT 1 I - MIDWIDTH OF EXISTING WOOD ;EXISTING MIN 2'x4' ---0 ) I I--1 1 I I MEMBER.(2'Min. NOMINAL. EXISTING--T HEADER N IN { OPEN HOLO AT V+CH-- WIDTH)W/Y Min. GLASS (�- NITT.SEPARATION TO GLASS - -I STUD TO ACCEPT PENETRATION OF THREADED ---(SEE SCHEOULE ON SHEET 11) - ESTI I I .S/16'0 LAG SCREW Ipyl{ AREA.VAUD FOR GLASS..---I AT CENTER OF TUBE. INSTALLATIONS WITH LOAD I MAX.A.S.D. DESIGN LOAD AND 1 V 0 SEE EXISi1NG u�a s»Nivly+ ti 9'-0-MAX SPMA.THIS - 0 HV WALL HEADER INSTALLATION 1 w1muE ue(s�eTT cuss-- TO aA4(gE INSTALLATION S ONLY VALID II FOR RAEmMID FOR WOOD W/MIN. SPECIFIC �j'v1�v ,41,41 L�Da� ' (DOR ®♦ I GRAY TY OF 0.50 AS DOUGLAS U!9tD7 19 Tai ♦ FTR OR SOUTRERN PINE N0.2. B9TE5: LRADEBT&B_. ____�_ I RAa¢m� __...Qj OR ® OR EQUAL 1-SEE SHEET 4 FOR TYPICAL AS SHUTTDe SB46LY --_ 2-MOUN@1C SECTIONS GN HE ODTER D HV -CEILING INSTALLATION HV L NG I ST ELATION M MY WAY To SUIT ANY INSTALIATION: _QOR @♦ r —MIN. f I ro 17A4(s¢ I ( MIN.SEPARATIONTO class EXISTING )T SCFEDLLEuwcmotm TO GGLLASS I I 1 (SEE SCHFOULE ON SHEET 11) I!T`w A Tae '{ 1 Dlmtic — - O CLASS (SEE sa+EDL71E 1 RAMS(D&� \ 1 ON v a 11) 1 I cl Ass--( h ALNATF I I I I I ANCHOR I I EXISTING 1 8 I I LOCATION I I FlNail J i I '/8'W".,n X10.3/4'HEX �I I I l I)-2'xK MIN.WED ( J 1/4'- nw._ 1 DECK REQUIRED _ WASHER 0 1 TEK I�1 / Yat. I , SCREWS O 12•ox (NO FINISH 13 OR 2'x6'MIN.WOOD'..- ALLOWED r DECK REQUIRED(NO --- C/ I 1 FINISH ALLOWED)E-12 2' 1' EDGE ED E --- 1 / _ EDGE OF DECK Q- EDGE OF DECK _ -1F MPUCABLE __f;0- EQ= _ DECK IF _ __ _ IF APPUCABL£ r /4'0-20x3/4-ss. napucWD E 1/40 TAPCON OR PHILLIPS TRUSS HEAD '.aAw—_ r "~ -----)/J 1 TAPCON WI'lll ADVANCF'D Min. MACfIIhis SCRf;WS 1/4'0 IAPCON OR !'AP(:ON WITH ADVANCED I 'l'z4-Cl7NT. - ( -2-MIH. ,I FHREADFORM TECHNOLOGY W/ 1%4'-20 NUTS __ DRHEADFORM TECHNOLOGY W/ 1 1/2'Min. J / -SAIL PLATE I 1/M1'0 TAPCON OR TAPCON WITH ADVANCED THRf?DFORM 2 MIN. -- - PENETRATION Or THREADED REO•D. ill ,' W/1 1/2'Min.PENETRATION 9 12'O.C. TECHNOLOGY W 1 1/2'Min.PENETRATION OF THREADED p ` OF THREADED AREA TO / AREA TO EXISTING WOOD HEADER.(SEE — 1_Tt n 11�- EXISTING WOOD HEADER.. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) .� 11— (SEE SCHMILE CN SHEET 15) - - - �X0 HV WALK—OVER.INSTALLATION ♦SFE uMyrpnons OF USE FOR V HV WALL SILL INSTALLATION eco-_11h ON SHEET 19 W HV FLOOR INSTALLATION 19 y CU FLORIDA BUILDING.CODE(Non High Velocity Hurricane tone ;\`NAS,`'ER A. r�l AAAj'',i 2015 EASTERN METAL SUPPLY,INC. P� BERTHA HVTM 'N.•'' _- -Y Accordion.Shutter System * &SAA. RV.RADE#1 W,OR W/O H.V.WINIDOW 11ADE Tlll:lT TESTING k ENGINEERING COMPANY American Shutter Systems REV. DESCfDATE 5 DNM: AWH HY:� L �\` 6355.N.W.360.St..Stn Sas,I'RG M GUM N5.FLOW311 Association, Inc. 1 OLD 11-191-19 2 4/13/15 OATS 4/13/15 rlwne (305)871-1530.Fa.:(305)871-1531 4263 Westroads Drive zDRAWING No e-mail:61t.. ..I.— West Palm Beach, Ft. 33407 3 15-085 ass/ANAL EN�',��`�� WALTERA TR1R1J.P.E. 4 ''Fin NWS FLaREIA LK.1 44167 5 SHEET RESEAL��'1G1G1AYURE/DAT[. --. 6 17 OF 20 END INSTALLATIONS n HV BLADE OR g WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS - YN• WOOD $NOS 1Rv Rm'0. 2'i4'YJx.D. Y•:'Nx. _STUDS REaO.0 61 2'14'WN. WOW 6TDD5._ 1/a'.TA _ (As AtvlJcvt.0 \ /I�" ANGIIXt o c'O.C. Imre,5 1/X�/r2txtntnan 7 l I \ / �_ Extsrinc anss I� a1O.S _ _1 sous tJosT.r. V ,-tTosnxD c;Asz -; oornxD aass �1 i \\ ' \` DDsnw cvs / \r /2.tar.tvxrsrn _ uN�.I 1 PLYx00t1� L bl Stfl'1NiW 1/2.pWiTeCDX DPD r "' 9[U1L'w 9B N +/Y lux mx�:Y.••' ? %%.'._F r`s•_ STroaxtc w 4StTAIE w 9m ❑M 9AD[P)u0 '•i'G�.. u..>- . 930=OV vfLT. PL/ + lo FER 9/0C Iwo •••^ ` xN1. w 9EET 19 Nt .•• - 1 rw me P'Aro ,/2' It RR w¢P.'uo ON 4FLT 1a NA .. (ca6s-la)Corn. nravt .Vz'rvt rnx. nNrrss me�f:. w vur is an T' w ulm 19 rw HAQ�(De : YUY QD902 {T.Tt1rm. va xN1� 9r0fSme TaT� 1 2'uw. NA,C.(IAC.IC 1/2' - Al fl,l¢Ir YUr � C:16 0.0 01610C /,r A,5. -! • _ (YLlITV bC A c A,io --- �•I __ �...____ Dnio1-ssD a t( l1Cj aR�A I OR 5cc Dam x ro (15 OR stx cErao.x FOR-� 1 OR�a () SCE CoNtELMON _I 8-C3=©'O' 'LI- ro TRADNS w• i �'®•(�-�•L�- J roTnAacs __._—��IA-U-07�Ca}®•�- �'�'�fL•i3-�•Q3- (�•b�'�Z":�•n'€�• ©.�.�y-�.�.fig. C.1•Ql;-'!�i•7�-lt�i'�' ©'V�•6J'C1•C>1•i9- �..Lg,.�.�ye�e.�j-,. �.� �1.(q.©.Gt- OO u Q�-'J OO`iA- �•®-�Q3�iii' a0•f�'�4•Q3�C ! END CONNECTION DETAIL, END CONNECTION DETAIL 9U END CONNECTION DETAIL 8) END CONNECTION DETAIL J Qq �SDxG .'iSp19a]l Drat r 9PAx9 L"I.,NNI�12'-0-1 z•.a'1mr.n000 ,/re tu•Cw ANoaas SilbS FCD u{ rx/1 1/2'lar x/L 1/2•YW: OI6 OC It Et61DIC(xnss� 1: 'aaN,w®1z•o.¢ s ,W/ o 1z•o.c �I_ �/,, • SEE LIMRAT10N5 OF USE FOR 1/2 eix. ,o nEniLL�w scLr �./ -----�L/� BLADE @ ON SHEET 19 Yx`2Pr141W "'� t1 fOR 9I¢WNm ro 9h15 0',iE r' 0 ON`)fII IB M amuc w 9itT 5 w9QT+9 tort 1/2• •% D _____ Jr�- 7.0 wl:�IX+CjI9t 14CR1 10 8 7-.� 5) I \_ ux. I '_—DOR _eA VIEW" a .fD.J.��.\�e'�TT1=6?•13- \�-wtL itiaal z:r ryuar.x000. '.. J• oad.�$S-.-n?•J'Ca'r •'!3' e2►Dtah. J '!�-rw•l,-�/•C'�- SND51t£0'0, ' RuSx �� -iYs.�..1'- PLAN �•(13-�3•CY•(�•Cn- 1�.(1..63.�.(,,.Lt- C�va-��•as•e •p DETAIL X END CONNECTION DETAIL END CONNECTION_DETAIL �1� FLORIDA BUILDING GODS Non High Velocity Hurricolle .Zone IuA a r�r7!! O 2015 EASTERN METAL SUPPLY.INC: ......!< BERTHA HV>M . E M O I7N-7\ Accordion Shutter SystemI:L S S KV EIADE HT1 W/OR W%0 KV. WIMM aAOE /S1�f/� TIWT TESTING & ENGINEERING COMPANY ArtleflCOn Shutter $ysfem3 Ey;N DFSCND'T1aM DALE., DRAWN HY: N.l_ #a Association, Inc. 1 OLE) 11-182 (/13/15 DATE: 4/13/1s TATE OF 6JSs N.W.36M.SL-$1.305.VIGrgt GARDENS;tLOMDA 33I 4 :-il• PW,.:(305)871-1530.Fat:,(305)871-1531 268 Westroads 1(3rive x. DRAWING No mac' F��RIDA k`4'.`�- 6 rasa:81;eca06aLtem West Palm Beach, FL 33401 3 15-085 i,'(CS'•,• '\�`` EB-0006719 a . s G. WALiLR A 11L IF Jr.P.E. �4 /�N E1 .`` FLORIDA U.11 43167 5 SHEET 8 OF 20 P.E.r't3EAl��`I KE/DATE 6 • GENERAL LIMRATIONS AND CONDBIONS OF LLSE FOR BERTHA_ n, W BLADE ACCORDION MKING IN A G CJII 1 1.LUX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 Par. W,)L SHUTTER SPA'i 96' 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7.AS WELL AS MOUNNNGS At,0,T.:U&W ON SHEETS 16& 17. z a 44yyONLY CENTERMRIFS 21 (80tH W/A�ry1 OR ARE PLIAWED WITH 1 A SYM m®w i+ r �-' S 17YIXRMUST ONLYOIPPOSING ILOR S CASE O OPPOSING TYP.Ek END /rl I•1 r 5.(A)HY WNDOW BLADE @ SHALL CNLY ALLOW A WJOANU OF 5 OPENINGS�,�L�,1 I • • • ALTO/ u (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)WN.CIEARl HCE FRt1 TOP l'XL FiOT1011 EDGE OF W WINDOW BADE O MAX.5 WINDOWS • • ♦ OF ANY 3'0 BOLE FOR SHALL BE 12'. ALLOWED AT IN - WINDOW QUDE (C)FIRST.OR LAAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW MADE iQN N • _ (D)FIY WINDOW BLADE tO MUST BE USED AIfERW11E TO A SOLID HV RUDE 1Q THROUGHOUT St1UNEW x1Di11. • • • (E) TFS rr ALWAYS BE NSIALLLD ADJACENT TD A SOLID FN 0 I BLADE 1 AT OTHER SIDE OF THEM. - x � (F7 POLYCARBONATE HV WINDOW R SiAU BE INSTALLED"SO TABS FACE SEC END ,�� ♦ • THE INTERIOR OF THE OPENING WNG PROTECTED."M'WINDOW DOST BE CONNECTION DETAILS IO SHEETS g ONLY INSTALLED AND LACKED USING A W SETTING TOOL PROVIDED BY ASSA 10,x IS 7YS ;°g3 i ING FULL HOGITr. I A3�1j S' 6.SEE ANCHOR SPACING SCHEDULE FOR NSTAUATONS INTO WOOD FRANC $p+A BUILDINGS ON SHEET 15.AS OMREO BY SPAN AND DESIGN LOM(SEE NOTES TYP IF q $r�9Q: I &2� Ck�~ H LI 7.$ET:HE OR SPACING BLOCKSCHEDULE FOR NSrALLAnoNS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS UMRTD BY SPAN AND DESIGN LOM(SEE NOTES I &2 AIMS). 8.MINIMUM SEPARATION W CLASS SCHEDULE PER ASTM E-1996: v(SE'e PLAN FOR REQUIREMENTS) "'—'--- --"" D H I J M'TLP&BOTTOM W ) a( 4)aI 6 71 WIND ZONE MICmAUM---TION.TO GLASS .._____UNL'MITED W1O7H—___-__ ._--_-_-. __ ________.___- 1 THRU .1 1' . NN SEPAPATKNJ TO CLASS _-._— —._-__— -_.. ELEVATION s 6.23- EXISTING GLASS- ; sac uAE ON sl¢T 11 YOR B/ (T) l-- AYO cN T6 sl[LT FOR 0-A=Q&l7 �r�, \ TYP. o, .. t9I - --- .C4) 01 TY-pl. SYUM i CAL CINTERMATEs�V w%o2'S�O(sE�ES N 4 nno✓� TYPICAL 4) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 111A SHUTTER* N.T.S.. FLORIDA BUILDING.CODE(Non Nigh Velocity Hurricane Zone, 111N1111L1111111111 A 2015 EASTERN LEFAL SUPPLY. INC. . BERTHA H TM NOR-. •..6< \Q,E Accordion Shutter SystemI L C O 1Mc, S S A■ KV. BADE#1 W/OR W/O RV. MINIM MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E,i,' ocscRlcrloN DATE oRi+WNB.: WL: O STATE :_*Z ��MM.l6N.5L,S e.LDS.NR:�A U DENS,,FLD N>at Association, Inc. I OLD 11-152 4/13/15 DATE 4/13/15 ' DF= = rTonc:(305)871-1530.Fm:(}O5)871-1531 4268 Westroads Drive 2 DRAWING No 1pO'•- F �`�� a-n an:Llleco0uolmm West Palm Beoch, FI. 33407 3 15-085 , � ORIOCPI� 4; WALTF7E A�WIIJ.P.E. 4FFI 4" 11/ FLORIDA Uc.1 44167 5 SHE.E. 3fA TRK DATE 6 19 OF 20