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HomeMy WebLinkAboutProduct Approval !�? lit lot 'n I JEW , BCIS Home Log In User Registration is Hot Topics Submit Surcharge Stats&Facts t. Publications ' FBC Staff BCIS Site Map Links.I. Search Florida {a !USER PubliAPProval c User .. oxu'�y yen Product Approval Menu>Product or Application Search>,Application List.>Application Detail . em •'iNy'° 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@6asternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion ComplianceMethod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Ii Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 R A.S.S.A. INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.P.. DRWG.15-Q86.f)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 S r 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 I Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 I] A.S.S.A. INC. ['jRWG.15-0Q5.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 FI-38 R8 AE A.S.S.A_INC. P.E R. DRWG.15-085 HV_.pdt p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVl 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 FI 389 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. 2RWG.15 088 dF for Blade 1..and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively eack 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 law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I61+� Lid Cfedli Cr:d Safe � INSTALLATIONS -12.000' Max. W/ a) HY BLADE & HV CENTERMATES .0.083" 1/2'* 47 114no NOMINAL CONDITIONS OF USE GENERAL LIMIJU0 S AND ALUMINUM SLEEVE FOR BEERLA(1)ffit..13LADE ACCORDION SHUTTER 6063-T5 ALLOY C' MUM INSTALLATION TO MEW STUD WALLS 3.000, SEPARATION TO GLASS SCHEDULE XISOnNG FINISH 341 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Maje. S APPLICABLE 2. MAX. SHUTTER SPAN: 84" In WIND ZONE Max �AONE !�nq�l 1. SEPARAW' A$TM E-1.906TO GLASS 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TD GLASS .E SCHEDULE) U 3 1 L4"0-20X3" BOLT IT H. 241�EA GTED A S METRICAL LAYOUT. Wo EXISTING FINISH INCLUDED AT T_X7ERIOR OR INTERIOR ACCESS SIDE OF .373'+ 5K AS APPLICABLE CENTERMATE. .250'�l En BLADE SLACK DEIAlL. HVF IS ALSO VAUD FOR 1/2- 12 CENTERMATE APPLICATION WITH BLADE(D PRODUCTS FAB—LOK HD Jb AIIS @ 6" O.C. COMPONENTS A. WALL HEADERgILL INSTALLATION �EXISTING FINISH AS APPLICABLE SCALE: 3/8" 1" (TYP. TOP BOTTOM) _7E­XIST_1NG­GLASS STEEL TRACK CHANNEL, /AOM 42yi GRADE 40 Min. G-60 ------------ GALVANIZED FASTMED TO STLIDS -TEK SCREWS ON Sy ETRYCAL W/ (2) j6x1/Z MIN. SO INTERIOR D(TEMOR FACE TO CLASS SEE SC-IEDU Me INTERIOR ACCESS SIDE ACCESS '�Il y 7M Lo RE — 3 (6"Min.) SIDE CONNECTION TO TRACK BV J3 BLADE SLACK Q�TAIL ELVIF BVC FLORIDA BUILDI CObE(Non High Velocity Hurricane Zone) BERTHA HVTm Accordion Shutter System 11LIECOumc.\ A.S.S.A. KV. RADE #1 W/OR W/O KV. WINDOW MADE American Shutter Systems IV.No DESCRIPTION DATE I DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY 6=N.W.36th.SL.Ste.305,VIRGINIA GARDENS,FLORIDA 3316( Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 P Phone (305)871-1530. Fax .'(3'05)871-1531 4268 Westroads Drive 2 —DRAWING No West Palm Beach, FL 33407 3 10 e-mail:b1tac caol.corn 15-085 WALTER A.7ILLIT Jr. PZ 4 E DATE FLORIDA Lie. # 44167 5 SHEET � GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 6)W BLADE ACCORDION SH M WORIUNG IN4 ® ® 77 1� 1 1 1. MAX.A.S.D. DESIGN PRESSURE RATING: +110. - 110 P.s.t. 2. MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A. D.G& H ON SHEETS 6. 7. AS WELL.AS (}ZMOOUNTIRNAGjS�EM. O.T, U&W ON SHEETS 16& 17. ONLY CENTERMATES OR ARE goR 5 t7{YOR fi5)MUST BSM CA ONLY OPPOSING o� IN CASE ASIDE LLOWED PPOSING CENMMATE. 1 ) / ♦ / 1 1 J 1 f 9 5. (l)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 169 lull (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. ♦ ) / r ♦ J 1 1 1 f a J (B) MIN. CLEARANCE FRW TOP OR BOTTOM EDGE OF HV WINDOW BLADE o OF ANY 3'0 HOLE FOR 4 SHALL BE 12'. D (c) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV 16 B WINDOW BLADE r ♦ r 1 1 J J 1 1 (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SOTABS FACE ♦ n. ♦ ♦ / g s 1 1 1 J 1 J THE INTERIOR OF•THE OPENING BEING PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS& 6V INC. S_ 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 4 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LAAO (SEE NOTES ♦.+ 1 &2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE. OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) oR B 7� ^_ H TYP TOP &BOTTOM W RaaWIND ZONE MINIMUM SEPARATION TO CLASS UNLIMITED WICFFH 1 THRU 3 - 1' ELEVATION MN.SEPARAnDN To GLASS DOSTING GLASS - SCHEDULE ON SII[IIT 11 FOR BLADED 4 6.25' _ —� AND ON THIS SEEEr FOR BLADES(1)& 1 \ OW/IfTRE CUE NOTE 4 ABOVE) \ 4 SYM 2 QIR CENTERMATES 21 2® \`21 l `1 AND W/O (SEE 4 ABOVE) PLAN '�� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ttttttt11L1111L1Ui 7�`' a 2015 EASTERN METAL SUPPLY. INC. A. rj���T,,,, BERTHA HVTM ��cF A■ S��� Accordion Shutter System fi7LFEc 0 1 N c. FLV. BLADE #1 W/OR W/O H.V. WNDCNV UADE * yf/��V~r * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. x DESCRIPTION DATE DRAWN BY; M.L. ' STATE' z 6365 N.W.36th.St.Ste.305,VIRGINIA GENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 r naF ARD Phone :(305)871-1530. Fax : (905)871-1531 4268 Westrdads Drive z DRAWING No O' F�Ri� kl S e-ma0: t9tecoecoLcom West Palm Beach, FL 33407 3 "moi,�n••.,••• '������ EB-0006719 15-085 li s+/ WALTER A TILLR Jr. P.E. 4 P.E���G►Q `i7tLl�Z�E/DATE ARIDA Uc. #44167 5 SHEET 6 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO. 2"x4" MIN. WOOD STUDS ca v 214'MM.WOOD STUDS REWD. 2'x4'MIN.WOOD STUDS REQ'D. 1/4Y TAPCON 2'x4•MIN. ANGOR O s•O.C. WOOD STUDS. W 1 T/710N RTTO �` / (AS APPLICAsl0 1OnOIIL N • "N"H T..,/-... PLYWOOD IF NO Sm05 EXW. EXISTING CLASS 'FOOSENG GLASS 'I ` EXISTING GLASS Y 1/Y MM.CIRC / \\ _ MR SPARATION PLYWOO. 1/2'MIN.lbx .^ TO am(SFE MIN.SD'RBOIOTI _ INC A PLYW'000. '4 .'.moi �fin'. 3. c+ S60DL E OR SHEET TO GLASS(SE 1/2•MIN.Wx l0 CLASS(SE 1/16'xY 11 FOR RADE mNO w•.^ 6:C�•v.`r,^�,;y..� S7EDUE ON 9gS PLYWOOD. a rr SCHEDULE ON SED' (6083-18) CUNT. gNLyjl 1/z•1@7.Lex S@T 1s FOR 1t raR H/LE(DAM 1/2 tt FOR BLADE mNJD PWtUEµ, c(LOCT�E 1/2• PLYW000. 'fig® FNSH BADSm�@) �9.A¢s�h� 'YIN. AT ERFIFR 5 E MM f I OF 4�) I -USE I'OR 2'MAX ;IG O2 S.M.S.Pie /104/2'SMS NQ* 016 O.C. 4QUnffR rAT .SEE DIL x FO OF 4 1 ORSDE CONNECTIOSEE DETAIL x FOR 1 OR roTRACKS SEE DETAIL x FrogSDE CONNECTION0•®w SDE CONNECTION �"®w®.�©•®w TO TRACKS w®w Qw�q®•• ®-®•�©�®w TO TRACKS Q.O.®-©.Q•®", ®.�w®.®-®.®- Z O•®-®•®-®•® END CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECTION DETAIL E=NG • REQUIRED OMY FOR SPINS GREATER THAN 12'-0' 1/4.0 TAPCON ANCHORS 1/4'0 TAPCON ANCH /10x1/2 S.M.S. W/1 1/2'IOM W/T 1/2'MM. 016 FCC. PENETRATION 0 12.O.C. PENEIRAnoN 0 12'O.C. MEL SFPAFRION TD CLASS M SEE LIM AO NS OF USE FOR 'MIN. SCHEDULE ON 30ET 4 4 BLADE to ON SHEET 19 11 TCR 9fCE mAFm 1.7 DR®OR(BOR (@OR®OR(90R( . t2'MIN •MM. - -- QOR W4 F> OR®OR(qOR • WALL FINISH Yx4'NM.W000 WALL w®wQ.On�•®- ®OR®OR(qOR(D VIEW Y STU11S REa'D. AM O•®-®.®n©'®- PLAN 60•®-®•® ®•® DETAIL X DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone k%JR A+F1111,, ' ©2015 EASTERN METAL SUPPLY, INC. EN �li BERTHA HVTM /I �L�Ec�o ,7A.S.S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE ��z 10. / ` TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY' M.L. •* Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/16 TATE z OF E`S N.W.36th.SL.Ste.305,VIRGINIA GARDENS.FLORIDA 3316 4268 Westroads �{3Rive =�� Phone : (305)871-1530. Fax 1 (305)871-1531 West Palm Beach, FL ve 3 DRAWING No 0•�'• F � e-mail: Ulteco®ool.com ,4��LP•.��RIDP .\�<c, .� EB-0006719 4 15-085 WALTER A.MLLJr JT. P.E. /IAA �e y�•• `v \� FLORIDA Um $ 44167 P.E. 3frl1i4 1� E/DATE a SHEET GA`& OF 20 ON DETAILS ON EXISTING. WOOD BUILDINGS FOR Cl) HV_& M HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEOE 1 ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 9 FOR MAX NISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON "0 TAPCON OR c EO EQ 2 MIN. iCON WITH ADVANCED 4'x6" (Min.) EXISTING (IF APPLICABLE) ZEADFORM TECHNOLOGY WOOD BEAM REQUIRED. 1 1/2'Min. PENETRATION STRUCTURAL ADEQUACY THREADED AREA TO 1/4"0-20x3/4"S.S. OF EXISTING WOOD BEAM 1' PHIWPS TRUSS HEAD TO BE CERTIFIED BY ;TING WOOD HEADER EXISTING WOOD SCHEDULE H SHEET 15) Mim MACHINE SCREWS REGISTERED ENGINEER OR E EQ TRUSSES OR W/ 1/4'-20 NUTS ARCHITECT PRIOR TO RAFTER® 24" a 12' O-C. SHUTTER INSTALLATION. 1/2" 1/2" O.C.REQUIRED OR 5 I/4"0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 257" THREADFORM TECHNOLOGY 3/4'Max.7HK. Max. W/ 1 1/2"Min. PENETRATION EQ Q 14x3/4" EQ 1'x4"x1/6" CONT. ALUM_TUBE OF THREADED AREA TO S.MS, (6063—T6 ALLOY) AL AL EXISTING WOOD HEADER. I (3)5/16"0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) Or )3 Or )5® 6"O C I ) Or Q or 15 EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD 1 I MEMBER, (2"Min. NOMINAL I OPEN HOLE AT EACH WIDTH) W/ 2" Min. RATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED ULE ON SHEET 11 EXISTING 1 I 5/16'0 LAG SCREW I I ' AREA.VALID FOR I I AT CENTER OF TUBE. I INSTALLATIONS WITH 72psf MAX.A.S.D. DESIGN LOAD AND LL HEADER INSTALLATION ��RATION1I EXISTING I MiltTO ASS(SEE j N s'-o" MAX. SPAN. THIS I a GLASS— TO GLASS(SEE INSTALLATION IS ONLY VALID 'I tt FOR 9ADEmAFO I ♦ I SOEDue ON sHEEr I I i FOR WOOD W/ MIN. SPECIFIC ON 91FJ:T 19 FOR I .O OR ® +I 11'FOR 1919 0 GRAVITY OF 0.50 AS DOUGLAS �m&® I BADM(D"®' I ♦ FIR OR SOUTHERN PINE No. 2. TYPICAL SHUTTER ASSFJABLY OR ® OR EQUAL CAN BE COMBINED T HV CEILING INSTALLATION WY INSTALIATION. (U)HV CEILING INSTAL ION MIL SFP"TIDN vTO GM(Sw1 OR t ♦ . TO GLASS I EXISTING 11�MU��H I p M�� •1 I i ,t I TION SHEET 11) I GLASS BEET 19 FOR I I I d (SEE IE I' I N aroEsmga I ION SHEETHEET 11) I I 2 ALTl7tNAoil ANCHOR I I EXISTING I 8 LOCATION I 1/4" I 3/8•MIN. #10x3/4" HIX G� VM�in. 2" 2"x6" MIN. WOOD 1/4 + 7 3/6•MI ' WASHER HEAD TEK IDECK REQUIRED MaxOR 2x6' MIN. WOOD SCREWS ® 12"o.c (NO FlNISH DECK REQUIRED (NOALLOWED) FlNISH ALLOWED) _ DGE EDGE OF DECK 12 ��� OFEDGE OF DECK IF APPLICABLE DECK IFIF APPLICABLE 1/4'0-20x3/4" S_S_ APPLICABLE1/4'0 TAPCON OR 1" PHIWPS TRUSS HEADTAPCON WITH ADVANCED Min• MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANTHR1 1/2RM TECHNOLOGY W/ 1/4"-20 NUTS 1/4'0 TAPCON OR TAPCON WITH AD VANCED THREADFORM 2" MIN. PENETTHRTRRATIONMOFECHNOLOGY THREAD(DW/ 1 1/2' OF 1 1/2' Min. PENETRATION ® 12'O.C. TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE OX HV WALK—OVER INSTALLATION IL SILL INSTALLATION ♦ BLADE 1A ION NSHFETS OF U19 SE FOR WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A T�� I, ©2015 EASTERN METAL SUPPLY, INC. \cENBERTHA HVTM`.• SF T��- Accordion Shutter System _*.. , _ ._ ._._. ECON�.IL ■S■S■A ■ H.V. MADE#1 W/OR W/O KV WINDOW 11ADE. •*= American Shutter Sy/stemSEv. N DESCRIPTION DATE DRAWN BY: M.L. -D•. � , ld--' TILLIT TESTING do ENGINEERING COMPANY T �Z!'••, F 6355 N.W.36th.St.,Ste.30.5,VIRGIti1A GFRDENS,FLORIDl1 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �i Phone: (305)871-1530. Fax : (305)671-1531 4268 Westroads Drive 2 DRAWING No '�. Cc '•., `J �� e—mail: altewcool.wm West Palm Beach, FL 33407 s ss/ c,� ES-0006719 15-085 ,,��NAL E ����` ` WALTER A.TILLr P.E. 5 SHEET P.E. SEAL��II'k�URE/DATE 6 17 OF 20 ION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HV.* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH V BLADE 1 ONLY SHALL KNISH BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & i'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSIALLATION WITH BLADE 1 & A WORKING IN UNISON 'CON WITH ADVANCED tEADFORM TECHNOLOGY 1/4"0 TAPCON OR 1 1/2" Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY THREADED AREA TO W/ 1 1/2" in. PENETRATION OF THREADED AREA TO EXISTING Q MIN.SEPARATION ,TING WOOD HEADER, w: WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO GLASS SEE I i I 1 --(DOR SCHEDULE ON SHEET 15) ( I I I a. 1/4'0-20x3/4' S.S.SSMACHINE SCHEDULE ON SHEET �/1'/�yR 1$ SCREWS W/ 1/4"-20 NUTS 11 FOR BLADE OAND I I I o Wf7� 'i OR1a 0 12" O.C. ON SHEET 19 FUR1' Min. EXISTING Q BLADES O k c GLASS-_.p N g I I 1 1 WALL I fill OR C4 A FINISH L4 r I I I -0PTIONAL II :.;. ..<<'•• WALL I I . FINISH OR � I I '' 'EXISTING MIN. I ;' 1 OR ® 1 2"x4'wopo Q HEADER REOUIROD I 1f"0 TAPCON OR TAPCON WITH ADVANCED l i I I 1 l l I 1 Min.THREADFTECHNOLOGYORM PENETRATIONOF THREADED A ARETO 9 MIN- SEPARATION TO GLASS I I EXISTING WOOD HEADER. EXISTING p--- I (SEE SCHEDULE ON SHEET 15) I I GLASS�I (SEE SCHEDULE ON SHI7:T 11) I I 2°x4'CON;. SILL PLATE REO'D. ! INSTALLATION ON HV WALL HEADgR INSTALLATION O V WALL §ILL INSTA LATION I I Q MIN SEPARATION TO GLASS 1 tl MIN- SEPARATION TO GLASS I 1 I I EXISTING —(SEE SCHEDULE ON SHEET 11) I 1 (SEE SCHEDULE ON SHEET 11j TNif I I GI I o EXISTING LASS I I u Q I I � 1/40-20x3/4"S.S. a- 4:,• 1/4'0-ZOx3/4'S.S. I Q MACHINE SCREWS I MACHINE SCREWS W/ I Q USING 1/4'-20 NUTS 1 I 1/4"-20 NUTS 0 1z'. 1 I1 7 Q 0 12' D.C. I 1 1 !LimI D.C. I I I 1 OR® = <� `'` 1 OR 18 1 OR 15 13 OR 2-x4` CONT'. �;? WOOD PLATE REQ'D. 1' Min. 1' Min. >*7� N N \-�y'�OR 1 I .� � •" 1/4-0 TAPCON OR TAPCON WITH ADVANCED Ly " THRLADFORM TECHNOLOGY W/ 1 1/2" i_ 2"x4'CONT. �+ Min. PENETRATION OF THREADED AREA TO IPCON OR TAPCON WITH ADVANCED SILL PLATE -'> EXISTING WOOD HEADER. --ORM TECHNOLOGY W/ 1/2" 1/4'0 TAPCON OR NOTE REO'b. (SLE SCHEDULE ON SHEET 15) 'ETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED1-SEE SHEET 4 FOR TYPICAL IEDULE ON SHEET 15) EXISTING MIN. 2"x4' i/2 MIN. CD� THRFIIDFORM TECHNOLOGY SHUTTER ASSEMBLY. 14 WALL FINISH STUDS ® 16. O.C. MAX- PLYWOOD REQ'D. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE Pl.Yw00D REQ'D. REQ'D. PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED(SLE SCHEDULE ON SHEET 15) ANY INSTALLATION.IN ANY WAY TO b HV WALL SILL INSTALLATION i'O.C. MAX. REQ'D. ATTACHED TO STUDS IN UDS IN ACCORDANCE ACCORDANCE WITH SECTION 2308 OF THE qO HV WALL SILL INSTALLATION ♦SEE UM ATIONS OF USE OF in-0A F.B.C. BLADE 8ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L E c o 11Nc. �.�.S.A. Accordion Shutter System H.V. MADE#1 W/OR W/0 RV WINDOW BLADE '• aA ? American Shutter Systems EV. N DESCRIPNON DATE DRAWN BY: M.L. 635555 N.W.N38th.St,Sta,709,VIRGINIA GARDE".FLORIDA 3316 TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 .W Phone: (305)871-1530 . Fox: (305)871-1531 4268 Westroods Drive 2 DRAWING No :'Gr✓ e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 -,�,c�•�OR10P EB-0006719 15-085 ''• F ' . . •���`�`� FLORIDA U�B Jr. 167 5 SHEET P. ME ATE 6 . 16 OF 20 rte MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MMI um ANCHOR SPACING (in) SCHEDULE FQf3 A GIVEN MAX. SHUTTER SPAN. NEGATp(E A S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTINGTYPE (SEE MOUNTINGS ON SHEETS 16 & 17). U B :!E�-T- SAT F=- IE IE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FlR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE i FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 1/PLYWOOD DX DOUGLASMRW% FIR NORTH FIR SOUTH MIN. G=0.50 W/ MIN. G=0.43 W1 MIN. G=0.36 NGS 1 CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.D. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P &'Q S & V S &V S & V ERNE(� D.SaN t¢Dark TESTAE EAFx(� D9I711 tev�mE L1ZES9ItE EAAIG(� EL9al 1¢DVISE R�6tiE EmNc(� D90L EffANE RF.m1E REEI6(p� EL9DI NWK EfiEm1E IX M OSa NBAII+E RNMM(Ea) MEmaL am RE3M EN(ad) MM IBAM4 wMa ow(� ®a Ism R-A WK N 10 05 30 40 60175 90 05 30 40 6075 90 05 30 40 60 75 90 05 30 40 60 75 90.105 30 40 60 5 90 05 30 40 60175 90 05 30 40 60 75 90 05 30 40 60175 190405 30 40 60 75 90 05 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 3 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 3 6.5 6 6 6 6 5.54.512 10 10 9 8 5 6 6 6 .5 5 4.512 .10 10 9 6 3.5 6 8 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 108.5 .5 4 6 6 6 .5 4-5 4 12 10 10 9 5 3 6 6 6 5 4 .5 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 10. 12 12 12 0.5 8.5 7.5 5 3 6 6 8 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 .5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4-5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 10. 12 12 12 1. 9-5 8.5 12 12 10 8 6.5 5.5 - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 8 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 6 5 6 6 4-5- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.512 12 12 9.5 8 7 12 12 8 6.55.5 4.5 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1.59.5 8 12 12 11 8.5 7 6 12 1.57.5 169M4 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 72 12 10 8 6.5 55 12 0.5 7 6 5.5 - - - - 12 7 - - - - .54.5 - - - - 127 - - - - .54.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.57.5 6 4.512 9.56.5612 - - - - - 5 - - - - - 12 - - - - 5 - - - - 6 - - - - 12 12 11 9 7.5512 12 8.5 7 6 4 12 9 6 6 - - - - - 12 - - 5 - - - 1.5 - - - 5 - - - - 6 - - - 12 12 10. 8.5 6.5 4 12 12 86.5 5 3 11.5 .5 5.5 s 1 HV BLADE ORO) HV BLADE W� HV WINDOW BLADE WORKING IN UNISON* ♦SEE LIMAATIONS OF USE FOR BLADE U ON SHEfT 19 f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. )RS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G=0.55 (N.DS) TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDT W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.D.S.) CIION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/0=0.43 (N.DS.) IN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) )RS TO HOLLOW COLING SHALL BE AS PER MOUNTNG TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2"COX PLYWOOD(1986 APA) ENS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SK&L BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. „TL111A11F,F„ BERTHA HVTM 77LEcoNc. A■S■S.A■ Accordion Shutter System H.V. MADE#1 W/OR W/0 RV WINDOW BLADE �� P•'•• �'(�'. American Shutter SyStemS EV. N DESCRIPTION DATE DRAWN BY: M.L. ��: Z TILLIT TESTING & ENGINEERING COMPANY 11 AQ GV 6355 N.W.36th.St,Ste.305.WROINIA GARDENS,FLOPoM 3316Association, Inc. , OLD 11-192 a/13/15 DATE: 4/13/15 ig e-t# Phone (305)871-1530. Fox : (305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:tiltewea0l.mm West Palm Beach, FL 33407 s * :'� Ee-0006719 15-085 STATE OF WALTER A.TI LIT IF- P-E. 4 FLORIDA Uc. $ 44167 5 SHEET $� . � � 6 15 OF 20 WMUM ANCHOR* SPACING(to.) SCHEDULEAOR A GIVEN MAX. SHUTTER SPAN. ;j!RE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRFfE OR CONCRETE MM INSTAi!ATIONS, (SEE MUUftNOS 4 J.K do L ON SHEET 7)- POURED CONCREM POURED. CON5kW.BLACK PACING LFS=END 1 TENCH QRAINGUARD MOUNTING @WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR AKCH4R, SS TAPCON WITH ADVANCED 30 120 160 205 30 40 60 75 90 120 160 205 30 140 160 175 90 120 160 205 30140 80 75 e0 120 160 205 THREADFORM TECHNOLOGY 8 8 6 6 12 12 12 12 tz 1.5 SS 6.5 7 7 7 7 7 7 5.5 5 5 5 5-15 5 5 5 ALL POINTS SOLID-SET B '8 6 8 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 B B 6 8 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5' 5 5 5 5 BLUE TAP 6 6 6 B 12 42 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 3 8 8 e 12 12 12 12 1.5 8.56S 5 7 7 7 7 7 7 5,5 4. 5 5 5 5 5 5 5 4 3 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 3 8 6 6 12 12 12 9S B 6 4.5 3S 7 7 7 7 7 7 BS 5 5 5 5 5 5 5 S 5 3 8 6 8 12 12 12 12 10 7S 5S 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 1 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 &5 4 3 5 5 5 5 5 5 4 3 1 8 6 6 12 12 12 12 10 7S 5S 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 1 8 6 6 12 12 9.517.5 8 4.5 3S - 7 7 7 7 7 7 5 3.5 5 5 S S 5 5 5 4 r 9 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 5.6147 5 s s s 5 s 5 4 * SEE ANCHOR 1 8 6 6 12 12 1.5 9 7.615.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 &5 - SPECIFICATIONS 1 8 6 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 . 5 5 5 5 5 ON SHEET 13 1 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 S 5 5 5 4 3 1 8 8 6 12 12 10 8 6S 5 .75 - 7 7 7 7 7 6 A5 - 5 5 5 5 '5 5 4S - 1 8 8 B 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5S 4 5 5 S 5 5 4 3 1 8 8 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 8 6 8 12 10 6S. 5 4.5 3' 7 7 7 7 6S 5. 3 5 5 5 5 5 5 3S 3 e s s 12 tz 65 7 ss 4 - - 7 7 7 7 r s - - s s 5 5 s s 4 - 0 VAUD ONLY FOR UP TO +70, -75 8 6 - 12 12 &5 7 5S 4 3 - 7 7 7 5.5 4S 3 - - 5 5 5 5 45 3S - PSF A.S.D DESIGN PRESSURE 6 6 12 12 0.5 7S 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5' S, 5 5 5 5 RATING & FOR SPANS PER 8 6 - 12 9 6 4S 4 3 - - 7 7 7 7 5S 4 - - 5 5 5. 5 5 4 3 - SCHEDULE #3, SHEET 11 B e - 12 11 7S 6 5 .76 - 7 7 7 7.5 6 44 - 5 5 5 5 5 4.5 - B - 12 1.5 7.5 6 8 35 - 7 7 6.5 5 4 5 5 5 5 4 3 8 - 12 12 9.5.6.5 5..5 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 8 - - OS 8 fi 4 3S - 7 7 7 6 5 3.5 - 5 5 5 5 S 4 3 8 - 12 to 6.515 4.5 - 7 7 7 6,5 5S - 5 5 5 5 5 4 B - .12 0.5 7 5.5 4S 3.5 - 7 7 5S 44 3S - - S 5 5 4S 3-51- 8 - 12 11 BS 6 5 &5 - 7 7 7 7 7 7 4.51- 5 5 5 5 5 5 5 4.5 8 - 9S 7 4:5 3.5 3 7 7 7 6.5 46 - - 5 5 5 5 4S 34 - 6 - - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 8 - 12 9.5 6 5 4 3 - 7 7 5 4 3 5 5 6 4 3.5 - 8 - - 12 10 7 5S 4S 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 '5 4 8 - - 8S 6S 4 33 3 - - - 7 7 6 5 4 - - 5 5 5 S 4 3 - e - _ 11654 _ - -_ - 77 .55 -- _ 55 53.53 - _ - HV BLADE ONLY - FIS 85 5.5 4,fi 34 - 7 7 4S 35 - 5 5 4S 3S 3 - 12 0S 6.5 5 4 3 7 7 7 7 7 8 3 5 5 S 5 5 5 4.5 3.5 ' 8 6 4 3 - 7 7 5S 4S 341- - 5 5 S 4.5 4 3 - 10 7.5 S 4 7 7 16 5 8 5 5 5 4 0.5 8 5 4 3.5 - 7 6.5 14.5 13.5 -• 5 5 4.5 3.5 3 11.5 85 6 4.5 3.5 3 - 7 7 17 7 7 4.5 - S 5 5 5 5 5 14.6 3.5 7 5.5 3.5 3 - 7 7 5 4 3 5 5 5 4 3 9 7 4.5 175 - 7 7 5.5 4.5 - - 5 5 5 4.5 4 - - 107.5 5 4 3 - 7 6 4 3 5 5 4 3 OS 8 5S 1 4 I&S I- 7 7 7 7 7 4 5 5 5 5 5 5 14 3 65 5 3 - - - 7 7 5 3:5 - 5 5 5 4 6S 4 - 7 7 5 4 - 5 5 5 4 - - - 9 7 4.5 3.5 3 - - 7 5.5 3.5 - 5 5 3.5 3 10 7,5 5 4 3 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 3 6 4.5 3 - - 7 7 4,5 3 5 5 4S 3.5 - 8 6 4 7 7 5 5 5 5 4 - - - 8S SS 4 3S - - - 7 5.5 3S - 5 5 3S - 9.5 7 4.5 3.5 3 - - 7 7 7 7 6 3 5 5 5 5 5 4.5 3.5 - 6 4.5 3 - - 7 &5 4 5 5 4 3S - - 7S 5.5 75 - _ _ 4s - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane ti�0 ER 2015 EASTERN METAL SUPPLY, INC. ''` ,..� �\�R BERTHA HVTM ��,� . r /T -� ... Accordion Shutter System =,4 17 American Shutter Systems KV.MADE w/OR wJo KV. W1NDCriN MAX = TILUT TESTING do ENGINEERING COMPANY y oEsc91rr1oN DATE 11aAw11 eY: M1 STATE OF Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 s �S 6355 N.W.36th.St..Ste.303,MGM GARMS,FLOMDA 331s 4268 Westroads Drive 2 s�9-w '� Phone : (305)871-1530 . Fox : (305)871-1531 DRAWING Na a-rnoiL b1tecoftelawn West Palm Beach, FL 33407 3 i�,��S�;!•.. 6�`5.``�.* wa1TER A0006719 TILUT P.E 4 15-085 P.E. S��EAt'f' aNYciK'1 %DATE FLORIDA u`• s aa167 6 SH 14 OF 20 PACING On.) SCHEDULE FOR A GIVEN MAX. SHUT I ER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSfAUATIONS (SEE MOUNTINGS E,G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Vc -3 ksi) ©CEILING MOUNTINGHQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDE)L (Min. f'c = 3 ksi) ANCHORS SPACING LEGEND - 1/4"0 x 3/4'ALL POINTS SCUD-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& By COMPANY. (Min.f'c =3 ksi LS0.DESIGN NETT K PIE11RE ROING W kSD.DESGN RFGAM PRESSURE RATING wo - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. f'c= 2 ksi) 30 40 60 75 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 DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY to 12 10 9 8 8 6 e 3 4 6 9 8 8 g g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 14 12 10 9 8 8 6 6 14 12-110 9 8 8 6 6 THREADFORM TECHNOLOGY (Min, f c = 3 ksi) 14 12 10 9 8 8 6 0 14 12 10 9 8 8 6 5 ALL POINTS SOLIb-SET 14 12 10 9 1 8 8 6 6 14 12 10 9 8 8 I 6 6 BLUE TAP'W/CAP NOTES: 14 12 to. 9 6 8 6 s 14 12 10 8 e 8 6 5 TAPPER+ Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 12 10 8 8 8 6 6 14 12 10 9 a a 6 55 ANCHORS IS 1 3/4", AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 4 35 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4•ALL POINTS SOUD-SET ANCHORS SHALL BE'7/8' INTO THE POURE13 CONCRETE NO-EMBEDMENT 14 12 10 8 8 8 6 55 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MAC14INE SCREW USED SHALT.BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 14 12 10 9 9 8 6 5 14 12 10 9 8, 7 5S 4 •SEE UUffAnONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 55 14 12 10 9 8 6 6 4.5BLADE lel ON SHEET 19 14 12 10 9 8 65_ 5 3.5 14 12 10 8 65 5 3.5 3 A3) IN CASE THAT PRECAST SMNE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FL00R. 14 12 10 9 8 8 614-5114112 10 9 8 6 4.5 75 ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 75 55 4 14 12 10 9 8 6 45 3.5 NOTES A7) &A2)ABOVE. FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS'CONSULT THIS ENGINEER. FOR 14 12 10 9 8 8 6 5 14 12 10 9 6 65 •5 35 INSTALLATION INTO EIFS WITH METAL STUDS SIE SHEET 20. 14 12110 &S 7 55 4 3 14 12 8 BS 5S 4 3 - 14 12110 9 8 65 5 .75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 B 0S 45 3S 14 12 10 6 7 5 35 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 10 9 8 7 5 4 14112 '10 9 75 55 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 14 12 9 7.5 6 4.5 3.5 - 14 105 1 55 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT. INC_ 14 12 10 9 7.5 55 4 - 14112 9 7 7.5 45 - - - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY 14 12 10 917.515.5 4 - 14112 9 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 35 - NOTES: 4 t2 8 6S 55 4 3 - 2S 9.5 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND TAPCON 4 12 9.5 8 65 5 - - 14 12 5 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 4 12 10 8 65 5 - 14 12 8 6.5 5 4 4 12 10 9 7S 4.5 - - 14 12 8.5 7 55 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 4 11 7 5S' 5 35 - - 11 a 55 45 3S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 4 12 BS 7 55 4 - - 14 1" 7 55 6 4.5 - - EXIST,AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 4 12 9 7 6 4.5 - - 14 111 7 55 45 3.5 - - 4 12 10 8' 65 5 - - 14 112 B 6 5 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 3 95 65 5 4 3 - I- 10 17.55 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 4 11.5 9. 6 5 4 - 2S 9S 6 5 4 4 NOTES B.1) & 8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 4 12 8 6.5 SS 4 - - 13 10 6.5 5 4 3 FOR INSTALLATION IMO EIFS WITH METAL STUDS SEE SHEET 20. a 9 6 - - 14 10S 7 SS 45 - - 9 2 9 B 45 4 3 45 J5 3 - - ( )C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3 9 7 4 05 7 5.5 45 - - - 1S 8.5 55 4.5 3.75 - - 4 15 7.5 6 5 - - 12 9 6 4.5 4 - - _ (D) SUE SCHEDULE BELOW FOR EDGE DISTANCE(ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 4 12 8 6.5 5S - - - 13 10 65 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1 8 55 4 35 - - - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3 95 65 5 4 - 10.5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 4 10.5 7 5.5 4S - - - 11 85 5.5 4.513.51- - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INOICAIED FOR EACH ANCHOR TYPE 4 11.517.51 6 1 5 - - - 112 1 9 8 L5 4 - FACTOR D 7-51 s 1 4 1 3 - - - 7.5 15.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCEDTAPPER.+ z 9 1 6 14.51 4 - - - 9.51 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING S 95 65 5 - - - - BS 75 5 4 - - - - HV BLADE 0 DICTANCE 4 105 7 55 - - - - 11 &5 5.5 4S - - - - 1-0. MIN.SPACING = 3" MIN. SPACING = 3" MIN. SPACING - 3 1/2" MIN. SPACING = 3" 3 3/4" 4" 1 7 45 35 - - - - 7 5 3.5 3 - - - - HV BLADE W POURED CONCRETE& pOLp�<bN�IE DOBE gOQC POURED CONCRETE& POURED CONCRETE&p��D CONCRETE ODNQpVE B� 1 8 55 4.5 - - - - 9 65 4.5 - - - - - CONCRETE BLOCK WLM=31/2'1/2' IAN.ED.•2 1/2• CONCRETE BLOCK CONCRETE BLOCK �1 F�=J 1/2'MRL EJL=2 1/Y 1 HV WINDOW MN ED..3' MIX M-3 Ilr MIN ED.=37 5 ,o s - - - - - os e 4s - - - -- BLADE WORKING 31 1.0 0.90 1.0 0.78 1.0 0.84 1.0 5 65 4 - - - - - 6.5 5 3 - - - - IN UNISON 2 1/2' - 0.87 1.0 - - 0.87 1.0 .5 8 5 - - - 85 6 4 - - - - 2" - 0.71 - - - 0.51 5 0.5 5.5 - - - - - 9 65 4,5 - - - - 1 3/4' - 0.91 - - - 0.43 - .5 95 6 - - - - - 10 75 5 - 6 4S 3 - - - - - 0.35 - - - - 0.35 - 51 7 1 5 1 1- - - 1- 18 1 6 4 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P:TTL(/p'�•, ©2015 EASTERN METAL SUPPLY, INC. �ENSF /'Q'' BERTHA HVTM A.S.S.A. L E C OINC. Accordion Shutter System l F aADE #1 W/OR W/O KV WINDOW MADE American Shutter Systems EV.Nc DESCRIPTION DATE I DRAWN BY: M.L. TILLIT TESTING do ENGINEERING COMPANY SPATE OF Association. Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 6355 N.W.36th.SL,Ste_305,VIRGINIA GIIROENS,FLORIDA 3316 � Phone : (305)871-1530. Fox : (305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:Ulteco®aol.com West Palm Beach, FL 33407 4 15-085 ER A N\- ��� WALT1ILIJr1 Jr. P.E P.E.��S�E'A'L RE DATE FLORIDA Uc. 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I o2015 EASn-RN METAL SUPPLY, INC. ZERTHA HVTM on Shutter System , • IILIEC • INC.1 American Shutter Systems FLV. MADE #1 W/OR • FLV. WNDOW • 1 0 • • e—mail: Ultecoaaal.mm Drive4268 ©...111111=bRAWING No EB-0006719 We�l Palm Beacl, FL 33407 0 15-085 SCHEDULE2 59HEDULEJ3 +" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" * NOTES OR "L-" ft. FOR INST�LATIO LEGEND or is 1 ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ O ► yy CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN or or CEl� & & W� ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. RODS or ONE HV LOCK or® or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ONE HV "T" W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B. C. D. E. M. N. 0, P, Q, A.S.D. DESIGN PRESSURE RATING. )S ® TOP & (SEE NOTES t,tt)DS ODS MOUNTING F, K & L R. S. & V. (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 1'I SHEET 7) FLOOR/CEILING G. H. 1, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: TALLAnoNS 6 CONCRETE&WOOD MOUNTING CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. AS.DD.. MAXIMUM ON A.S.D.omcN INSTALLATIONS FLOOR/CEILING PREMIZE WALL MOUNTING PREMRE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. MOUNTING wMN(i & RATING FLOOR/COUNG MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (P-0 FLOOR/CEIUNG MOUNTING (R•at.) OR DETERMINE MAXIMUM SPAN •L-" FROM SCHEDULE. (+OR-) (+OR-) FLoOR' ALL MOUNTING F (f� L-(ft) L+ (ft) L-(ft) L+ (ft) L-Q� O MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR )=O- 16'-0" 30 16'-0" 16'-0' 30 16'-0' 16'_0^ INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14"-10" 14'-10" 35 15'-2" 16'-To" 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+' AND "L-". 35 14'-10' 14,-1 C), 35 15,-2" 161-10d 4-2" 15'-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 14'-3' 45 13'-1' 13'-1" 45 13'-4" 14'-3" t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WAIL MOUNTINGS 13'-7' 50 12'-5' 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 12'-11" 55 11'-10" 11'-10" 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION (�2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE '-7" 12'-4' 60 111-41 11'-4' 10'-2" 10'-11' NOTE #5, SHEET 5. RATING: '-1" 11'-11" 65 10•-10" 10'-10" 9'-5" 10'-1" DETERMINE.' Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 11'-5' 70 10'-6' 10'-6" �7308'-9' 9-4' L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1• 10'-1" - W-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR INSTALLATIONS. 1D'-9" 80 V-10" 9'-10" 'L AND MAXIMUM A.S.D. DE.SING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE -9" 10'-5' 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: -5" 10'-1' 90 9'-3' 9'-3" SHALL BE UMITED AS FOLLOWS: DETERMINE: -2' 9'-10" 95 9'-or e'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -0" -10 100 8'-9" B'=4' LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING g)ON SHEET 7. INSTALLATIONS. -9" 9'-4" 105 8'-7" 7'-11' -7" 9'-2" 110 8'-4" 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL " THE -4• 8'-11' 115 8'-2" 7"-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+-, "tz+ "Lt-" AND "L2-" -z" a'-s" 120 8'-0" W-1 r (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN -10" W-1• 130 7'-e' W-5- PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR -9' 7•-9" 135 7•-7" 6•-2' WIND ZONE MINIMUM SPACING. —7" 7'—e' 140 7'-5' W-111 ASTM E-19.96 SEPARATION -5" 7'-3' 145 7'-3" 5'-9" TO GLASS -4" 7•-0" .150 7'-2" 5'-7' -2" 6'-s" 155 7•-0• 5•-5" 1 THRU 3 1" -1" 6'-7" 160 W-11" 5'-2" -0' 6'-4" 165 6'-10' 5--1- -11" '-1"•T1" 6'-2" 170 6'-9" 4'-11' -9" ,-0". 175 6•-7" 4'-9" -8' 5'-10' 180 6'-6" 4'-6" OH V B LA D E_ -7" 5'-8' 185 6'-5" 4'-6' -6" 5'-6" 190 6'-4" 4'-5" -5." 5'-5• 195 6'-3' V-3" 6"-2" 4'-2" -3' 5'-1' 205 6'-1' 4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A Accordion Shutter System rTILTECO u M c. . . . . KV. RME#1 W/OR WHO H.V. MID11 Y BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NJ DESCRIPTION DATE I DRAWN BY:MhAY. L.G. • _— 6355 N.W.36th.SL,Ste.305,VIRGIMA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone : (305)871-1530. Fox :(305)871-1531 4268 Westroads Drive z DRAWING No k, a-mall: tilteco®aoi.com West Palm Beach, FL 33407 3 15-085 0,�:•,FCD 0) '���:� WALTEB-0006719 a L IT Jr. P.E. ` ET E/DATE ARIDA UG y 44167 6 SH 11 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED -BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS EXISTING GLASS _ r — 2' MIN NG GLASS{ "S MIN. SEPARATION T u TO GLASS(SEE MIN.SEPARATION SCHEDULE ON SHEET MIN_SEPARATION 199 SFPAFAT1aN TO GLASS(SEE A at FOR BLADE(DAND SCHEDULE GLA S(SEE EEET ; To GLASS(SEE SCHEDULE ON SHffT 1/16"x3' MAX. ON SHEET 19 FOR 11 FORE ON SH AND � 111 EDUFOR E ON SHEET p 11 FOR BLADE HEEr (6063-T6) CONT. BLADES Q&® ON SHEET 19 FOR 1/2- ON SHEET'19 FOR ON SHEET 19 FOR ALUM. CLOSER BLADES D&& 1—.L EAADESQ& BLADES m&® PLATE. (LOCATE 1/2 AT EITHER SIDE MIN. N OF(D) I 4"USE 1" OR 2" MAX. /)10x1/2" S.M.S.—Al _--- (AS APPUCABLE)x2"x1/8"x0'-2' _—_-- ® 16" O.C. ALUMINUM CUP ANGLE ' -!- 4 , / (6063-T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO(D& 4 ` f (2)1/4-0 TAPCONS ANCHORS TO SEE DETAIL X FOJ WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION i O ® EITHER SIDE OF 0)) I OR SEE DETAIL X FOR i OR ®� TO TRACKS SEE D SIDE CONNECTION «®00.6 70.8« 0• 3« ETAIL X FO 4 « a 6• 7 m 8 10+ 7 8 X10.®« TO TRACKS « «.g 7 a g « 0, ® �O Q SIDE CONNECTION © ® O O O«O ®« ®48 ®« f0'®°A®•�®'®" TO TRACKS 10+®«�•�©'®« :TAIL Q END CONNECTION DETAIL 20 END CONNECTION DETAIL�3 END CONNECTION DETAIL d REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR DUSTING ——— EXISTING GLASSAETE CONCRETE BLOCK WALL GLass 4 4 REQUIRED _ ------------ MIN.SEPARATION To GLASS(SEE MIN.SEPARATION 5 ------ SCHEDULE ON SHEET TO GLASS(SEE _ _ _ G OR®UR0OR 1i FOR BLADE mAND CONC1/2" MIN. SCHEDULE ON SHEET ------------ -------- ---- _---- OPT SHEET 19 FOR ANCHOR ® - 11 FOR SLADE�AND _ ------ QOR�OR�OR� BLADES 0&(0) 12. O.C. 5 ON 0c 19O 4 ----- - QBLADES OR ITN. ' 4 L== ---- EQ - --- B OR®OROR 2" MIN. ♦ SEE LIMITATIONS OF USE FORIEW Y BLADE 1A ON SHEET 19 OR�3 OR�OR�OR� 1 OR ®' PLAN DETAIL X « m6 7aBm1o+ « ®��«©• 70«® °'®« ,o+®„©•�®,©« END INSTALLATION 10`®«®'®«®`©« ©•O'®«©•O'®« 1 HV BLADE OR 9 HV WINDOW BLADE INTO ©•o'er©•o'®� CONCRETE OR CONCRETE BLOCK WALL. Lk-R) END CONNECTION DETAIL (g) ®•®«®•®«®•� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �f4pz ®2015 EASTERN METAL SUPPLY. INC. �CENs ':�'� BERTHA HVTM 1 L C O rN�. A■�,S■A. Accordion Shutter System American Shutter Systems H.V. RAX�1 W/OR W/0 H.V. WINDOW BLADE 3 ¢ TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN 8Y: M.L. STATE OF :'Q'S 6355 N.W.36th.St.,ste.3G5,WRGINIA GARDENS,FUDR A 3316 Association, Inc. , OLD 11-1sz a/13/1s DATE 4/13/15 9'• 4268 Westroads Drive 2 ORI D Phone : (305)871-1530. Fax : (305)871-1531 DRAWING No ''� �� e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 WALTER a°n00tLIT J�. P.E. 15-085 4 P.E. fttl CT,iVA�TURE/DATE FLORIDA La /{ 44167 6 SHEET 6 10 OF 20 lON W HV "T" LOCK-60). HV KS CENTERMA ES 8 9 & W 1 HV BLADE ILS ON SHMS 10 & is INSTALLATION n HV BLADE IN r� l-D 6DNG GUM MADE(DSLACK DETAIL HW.INDICATED ON SHEET 8, W/ HD CENTERMATES AS WELL AS UNIVERSAL FLOATING OWE(N)DETAIL HDD-HVD, INDICATED ON THIS SHEET MAY DE USED WITH THIS ALTERNATE INSTALLATION DETAIL WG SHOWN IN THIS SHEET. SEE END WALL CONNECTION l0 w DETAILS ON SHEETS 10 &.1 35 * (oPL) (OPTIONAL) 4* ONAL) NA --- -- --------------------------------------------------------------------- /10,13/4'SMS.O 12' * I N FIN 3 0.C.FULL LINGHF. (4)H.V. (4)H.V- wx.S CLASS an 30 HV T" PINS(TYP-) s e T 31e PINS(TYP.) s s (SEE scxmu� 3 LOCK (INSIDE) 1 ON SHEEP t1 - ----------- - - ---�- — ----- - -- ----- 5 1 2 2s 5 3 OUT 31 OR 3 33 3l OR 32 31 OR 32 35 31 oR©2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (Cmalaw VC * W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB—HVB OUT HDC-_SYMh4ETRICAL HD CENTERMATES ©0 HV "T' LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ (3*LOCK (EXTERIOR) ��� LOCK (INTERIOR) HVQ?N ®a®011©�Op1O0A 1Q�®a 3 \ © *SEE NOTES ON LOCKING RODS 8 R HD 0 LO=ON SKF1:T s 1 `--O **UNIVERSAL RDATING SUDEQUETXL HDD-"5 VXp EDR AIL CQ6EINA76 APPTIMTVOM WITH MADE 0 HDD—HVD** FLOATING STACK ,t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC_ • BERTHA HVTM ENSE •.� ' A.S■S.A. Accordion Shutter System :_.-- H.V. 6+.aDE#1 W/AIR W/0 KV. VNNo(ri+lr MADE American Shutter Systems REV.No OFSCR"0N DATE DRAWN sT: M.L _ TILLIT TESTING & ENGINEERING COMPANY TATE OF .�� 6366 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,FLOMM 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ••' • Phone (305)871-1530. Fax (305)871-1531 4268 Westroads Drive 2 DRAWING No �'cF'• e-mon:tilteco®aol.com West Palm Beach, FL 33407 3 15-085 '' s`S10NAI. WALTER A Tl-LIT Jr. P.E. 4 '' 'AFT 11 tT�`` ` FLORIDA lie. $ 44167 5 SHEET P.E. SM7S�10TURE/DATE 6 9 OF 20 ET AILS ON SHEETS 10 A 18 SEE NOTES ON LOCKING RODS® , W LOCKS Q or 2® I N r EXISTING GLASS INSTALLATIONS W1 1 HV * AND ALTERNATE HV LOCK®ON SHEET 5. BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED I ©aR�aR©+O7 aR®°"to +OaR OR 23 SEE-END WALL CONNECTJON EXISTING GLASS DETAILS ON SHE 10 Ift 1 Dor © o0 0 + 1$OR © © ® o - ------------------ - -- _� -- _� oR +®°RO+O3aR19+� 3 1/4" 7" 6 1/2" 7„ OPPOSING SYMMETRYCAL CENTERMATES CENTERMATES MIN. SEPARATION I #lOx3/4"S.M.S. 0 12" At HV LOCK aforW�CLv) TO GLASS O.C. FULL LENGHT. *V LOCK 3 (SEE SCHEDULE A ON S ® 5 0 9D• * aR O * ORD +OaR O � OUT ® oR � 2 HVB HVC J°R HVA QaR®°R®+OoR®aR10 +©3 oR POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL $ CRI + an + aR + an REOU ED -------- 100_ O_© © __T__ �"'I SYMMETRICAL I N +Q*©°��+�+ff R MIN. SEPARATION �IXlsnrlc CENTERMATES 6 ©+®aR 1©+O$aR&�7 OR TO GLASS rJ _J GLASS 1 ��f� �* (SEE SCHEDULE * '3/ HV LOCK ILOI (INTERIOR) ®OPTIONAL +®OR O+ ©°R 19+@ ON SHEET 11) 2 _ OPTIONAL an®+ (INTERIOR) ----- ----- ------- ---------- 010V CONCRETE 1 ANCHORS - --- — �- * 1 I 1 16" D.C. 5 * VARIES 0• e * ® 2 aR ® OUT 6 1/2" MAX. SLACK * 5 (E)ITERIOR) HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �Illllllllilll//9 0 2015 EASTERN METAL SUPPLY, INC. •�`P �R A:���...... BERTHA HVTM IGEN Accordion Shutter System z =1L CIO 1 N C. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O H.V. V WOW BLADE TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems qEV. No DESCRIPTION DATE DRAWN BY: M.L. 6359 N.W.36th.SL,Ste.305,VIRGINIA GARDENS.FLORIDA3316 Association, Inc. 1 OLD 11-192 4/1315 OATS: 4/13/15 STATE OF = 4268 Westroads Drive z Phone: (305)871-1530. Fax : (305)871-1531 DRAWING No e—mail: NReco®aol.com West Palm Beach, FL 33407 3 ,� •., EB-0008719 15-085Ne _ E/DATE W�RIDALe�M44167 6 SH8 OF 20 ANCHORS ULE ~1 S,WFDU-%I£F aN SFFfET I I I I ' II ' I MIN.ON SHEET aOR i in cSTNG i(SE SCNmUIE O EXI EDGE OF 'ON R CLASS---I MIN.SEPARAToN s II II Ii1 SLAB 1 i I I SHEER i1) i D. W CLASS APPLICABLE IXISTING� aADLsO k® i \ oN SxEfTmtij \ I I ' 9 f GLASS I I I I I I ' I ALS NAR i t I I I 1 1 111 EXISTING ' x I LOCATION I I I GLAS 1 I I #10x3/4" HEX WASHER HEAD 11 OR 13 OR 15 - 3/8'MIN. TEK SCREWS 0 12' O.C. I EDGE OF aoi i 3/8 MIN. CONCRETE ANCHORS $ SLAB �+ I 1 I APPLICABLE I ©+o_I 4 (SEE SCHEDULE ON SHEET 13) E 1 LJ EDGE OF l EDGE OF I I III SLAB IF p- i SLAB.IF� I 1/2 1 EDGE OF APPLICABLE AP Q' 0• E APPLICABLE POURED POUREDFIAT HEAD CONCRETE ANCHORS CONCRETE POURED-,// CONCRETE D.* REQUIRED (SEE SCHEDULE ON SHEET 14) _1--TOR ®CONCRETE REQUIRED FLEA AT HD CONCRETE ANCHORS REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 ,TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t � HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER TION SCHEDULE #3, SHEET 11 E SZgON.Sf�eN ro CONCRETE ANCHORS -(SEE SNE�iq O (SEE SCHEDULE ON 1/40 NW BUILDEX TAPCON,W/ SHEET 15) AwAPICED THRFADFWaI 0— EXISTING _ EXISTING---j I EXISTING TECHNOLOGY OR 1/40 POWERS I 1/4- GLASS /4 I GLASS �1 IX 54PARAE O ro EU 1 GLISS--� I I I FASTENERS TAPPER+X04ORS W/ MAX. I(sE scxmulE ON SMELT ff) `O ' MRL sEPIRAnON TO I I 1 1 3/4'MIN.EMBEDMENT O 6' . I �(SIE SoMXRE O N SN 11) I I I O.C.FOR UP TO 6'-0'SPIN AND I 1 1 I I 4'O.C.FOR SPANS LARGER THAN 1 4 I I I I W-0'UP TO 8'-0'MAX APPLY I' I I I III Ii i I SFAIANT AT EVER'FASTENER HEAD MAXJ. (TTP.)(SEE NOTE tt ON SHEEE 11 1/2" 3 OR O p* I I I #10x3/4' HEX UADTARONs E. * I i FOR 3/8 MAX. 15 I WASHER HEAD i COAL sEAw1r ' MIN. I TEK SCREWS I I 1 8' ® 12'O.C. $ i t I I I i i lVA _ I I 1 1MIN- Mx.- (SEE 1/4'a-20x3/4'SS MS 14x3 4 S.D.S. I I I f�� •;�;:.,•, USING t 40-20 NIRS CONCRETE ANCHORS 6 +O 3 / - --- I f I 1 4 :p- /SCHEDULE ON n 1 - - ® 9"0. C. O 12'O.C. SHEET 14) EXISTING NON STRUCTURAL 17 OR 18 1/2" 17 R 18 2.00WALL TRIM(DECORATIVE EDGE OF "r' E: SILL) SLAB IF #14x3/4" F.H. S.D.S. 1-: c. MIN::.y :. ppIIRW CON(3tERE APPLICABLE 0 9" O.C. REQUIRED CONCRETE ANCHORS SEE NOTE 13(b)D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1POURED CONCRETE ON HEET EE NOTE j3(b)D. OR CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK K HV WALL FLOOR INSTALLATION REQUIRED KEYST NE MOUNTING INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM ASD.DESIGN PRESSURE: +64,72 Pf MAXIMUM SHu11HR SPAN W-D" JSTALLATION t risme: t THIS INSTALLATION SHALL BE * E. D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE LBLADE IAAONNSHEETS OF U39 FOR INSTALLATION DETAILS W1 O HV BLADE FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ``♦♦♦���� ''(C/�,'��i ©2015 EASTERN METAL SUPPLY, INC. ..........EluBERTHA H TM IRLAS SA / EC O iNc. ■ ■ ■ ■ KvAc#rd%gin ohKweirNDasvm MADE 305,VIRG ± TICCIT TESTING d ENGINEERING COMPANY American Shutter SystemsBmS EV.N DESCRIPTION DATE DRAWN BY: M.L. -o• TATE OF ;�JF6355 N.W.36th.St.StAssociation, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/1s St. VIRGINIA,GARDENS,FLORIDA 3316 4268 Westroads Drive z i Phone : (305)871-1530. Fax :(305)871-1531 DRAWING NO OR NGS♦♦, e-moi0006®91 corn West Palrh Beach, FL 33407 3EEI- 15-085 WALTER A TILUT Jr. P.E. IY 11 +1`A FLORIDA Ua. # 44167 5 SHEET P.E. Stf SIu�NA�iURE/DATE 6 1 7 OF 20 ON%E ANCHORS POURED CONCRETE POURED (SEE•SCHEDULE ON OR REQUIRED REfE BLOCK 1/4'0-20x3/4'S.S. CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FDR (SEE SCHEDULE ON W/ 1/4"-20 _CONCRETE ANCHORS 17 18 R A�(eSTONE(SEE MOUNIING®oN SHEET 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1. 12 OR(14 Min. 1/4'0-20x3/4' S.S. Min• EQ Q MACHINE SCREWS ___ EQ Q USING 1/4'-20 NUTS - _ 19 2- --- - ® 12" O.C. 1/ .250' Max. 13aR 15 _-- 13 DR 15 250" * r 1 1 1 .250" Max. D• 1 Max. 1 111 I l i ED � i i 1 .D.+ I I i OPTIONAL I I j 1 I `•OPTIONAL 1 I iii 7 I� ♦ i I MIN. SEPARATION TO GLASS AO i 1 OR ® 1L! EXISTING_r—(SEE SCHEDULE ON SHEET 11) 1 i I 1 11 , 1 j MIN. SEPARATION TO GLASS I 1 GLASS 1 1 1 1 F`(SEE SCHEDULE ON SHEET 11) l EXISTING 1 1 11 GL" 1 1 I © HV WALL HEADER INSTALLATION EADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE 1 I MIN. SEPARATION TO GLASS . 1 1 , 1 ♦ i 1 j (SEE SCHEDULE ON SHEET 11) 1MIN. I 1 1 1 1 OR ® 11 1 1 1 EXISTING_, I I 1 I MIN. SEPARATION TO GLASS 1 1 GLASS I 1 I `(SE SCHEDULE ON SHEET 11) iF- ri DCISRNG i I OPTIONAL i g I I I G .D.' i i I 1 1/4• C tl 1 1 Max. E I11 I 1111 I OPTIONAL i i 1 T i l 1/4" Max_ 1 3 OR 1 rJ it -- --- EQ EQ V r S3OR0 1" 12 0R® L-_ 1/4'0-20x3/4" S.S. Min. -- EQ E PHILLIPS TRUSS HEAD 1/4"0-20x3/4'S.S. PHILLIPS 17 OR 1$ MACHINE SCREWS USING CONCRETE ANCHORS SS HED MACHINE SCREWS -CONCRETE ANCHORS 1' 1/4"-20 NUTS ® 12' O.C. (SEE SCHEDULE ON W 1/4---20 NUTS ® 12" O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL,INSTALLATION_ INSTALLATION DETAILS W/ * IL D. = EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR O H V B LA D E (SEE SPECIFICATIONS ON SHEET 13) BLADE @ ON SHEET 19 IILIILIIIF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ���i- ©2015 EASTERN METAL SUPPLY, INC. CEBERTHA HVTM /TLrEco .c. A.S.S■A■ Accordion Shutter System H.v. RAE�1 w/OR w/o KV. IMND04V BLADE !� �i = American Shutter Systems Ey N DESCRIPTION DATE DRAWN BY: M.L. a' SIHItOF , � TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAZE 4/13/15 ln•,. (`` 8335 N.W.36th.5t.,Ste.309,VIRGWN GARDENS,FLORIN 3316 -i'�`�--ff•� �r•2- Phone: (305)871-1530 . Fax : (305)871-1531 4268 Westro0ds Drive z DRAWING No �G\``����� e-mail::ttaecoco t.ccm West Palm Beach, FL 33407 3 15-085 EB-�i NAI \�� WALTER A TILUT Jr. P.E. 4 T 111tt% FLORIDA Uc. # 44167 5 SHEET P.E. SEAL'NNATURE/DATE 6 6 OF 20 NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDTIION it: ONE HV LOCK® or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE,L�OW ][2 OF SHUTTER SPAN FOR SPANS UP TO 165. AND FOR INSTALL61IONS�T ANY ELEVATION. HV LOCK(� or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON s TYPICAL SHUTTER ELEVATION. 2. 00 ` IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE -alb�y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ve 3. OPTIONAL CONDITION #2 N LD ONLY WHEN MANDATORY GONDI110N #1 OR LMTiED MANDATORY CONDITION_ it o a #2 IS USED W/IWO H.Y. LOCKS%: LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 1 4. .9-06® °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION J2: ONE FIV LOCK® ®SHALL 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 ®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS D AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. n;at26 wa. o CCgs �� 5. ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND � o � INST TIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT u3 H°0- �_� OF 1/4'0-2Ox3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. a RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �® 6. MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INUNIMIONS_ ONE HV LOCK ® or®or® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. J K L Y P O R V W % *NOTES ON HV "T" LOCKS AND CENTERMATES- OF CORNER 1 N11"'"ED WWI SECOND ALTERNATE'TO MANDATORY QQNnMON #11 VAUD ONLY FOR W MD CENTMMATM gj AND CENTERMATE Q ® O O O O O ONE ALTERNATE HV 'T" LOCK 0MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR FOR ANY SPAN AND cR afl 6 + 7 ofl $ aR 0 + 3 I STALLATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT O O © © © © OF LOCK ® INCLUDES USING REINFORCING LOCKER — AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10+ 5 oR + aR + ofl CONNECTED TO CENTERMATES®AND ®W/ 1%4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4"0x 5/8" RiVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. HD �K W/ HD C NTQtYATES(3 11)OR 33 W/(3� ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF L n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 0 TO®IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE( on High Velocity Hurricqne one iR A for" ©2015 EASTERN METAL SUPPLY, INC. r BERTHA HVTM \,\CENSE' ASwS L E C O ITNC. A . KV.AMAX#1 W�oOR SuO er SystemNM 11" American Shutter Systems REV.Ift DESCRIPTION GATE DRAWN BY: M.L. STATE OF TILLIT TESTING & ENGINEERING COMPANY. -O: Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/ts 6355 N.W.36th.SL,sta.305,VIRGINIA GARDENS,FLORIDA 3316 4As datiWestron, Drive 2 Phone : (305)871-1530. Fox : (305)871-1531 DRAWING No Ri '��\���� e-mail:ti@ecoccal.com West Palm Beach, FL 33407 3 15--U85 NAL E��;.�``� WALT A.EEI-TILLITlJr. P.E. ° P.E. stylGtiU'RE/DATE FLORIDA u`' 0 44167 5 SHEET 6 5 OF 20 HEDULE FOR 41 3/8"m 12' MIN. CE 625' 4O 3 TO BLADE P -- _�Q GE 1/!, .1875" ��� 1 143t'� HV WINDOW BLADE .0625• .0625' ,0625" � \ �ECIION Y-Y N BUSHING -04 III n KNUCKLE "m OPENIN .0625": 1875• Y A(DOR I a 0YP) 0.0625" ON BUSHING li ® I N y I FLAT PORTION R1� � 3 50" BLA IOR 302-303 SERIES I 1 14 I" 40 M /mz. so' X N WHEEL. r N 2 7/8"MIN. HV WINDOW S.S. RIVETS — , 3150 SEPARATION CLEAR 03.00 * I BETWEEN .0625" ,0625' 3.7500° IN W/ #8 HEAD EXTERIOR LL OPENINGS 4 0 ON C TIERS�*% .7500• IN W/ #8 HEAD * 41 �_L" I " 2 fkR nEX1ERIOR EI. AIiON T,7 �I , ESISTANT HV WINDOW I e EETW EN I I I o i T s TYPICAL HV WINDOW BLADE—BLAND I I I i i I 3 POLYCARBONATE HV WINDOW DETAIL I DOR ® ® or ®3 1 1 N.T.S. (SEE NOTE FOR REOUIREMENTS) (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE I I I 12" MI�NCLI CE RESINS, UV–STABILIZED GRADE OR SABIC BLADE KNUCKLE MR TO BLADE BC M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 OR I I I (SEE NOTE "F" ON SHEET 19). o � I � ® I f BE USED AT ALL EXTERIOR 3® N O 'I )RDION SYSTEM W/ HV 10 OR f I i ! EXTERIOR POLYCARBONATE SOURCES FOR TYPICAL SHUTTER ASSEMBLY APPLICABLE RESULT N.T.S. TYPICAL PROMOTES STANDAM Ram sRn svawnt N LIEU OF AND ONLY AT Hv PIN�z EZT�IOR REFERENCE mom wSao= F HV ACCORDION SYSTEM W/ HV(D 00.324• BLADE'S KNUCKLE. PliffireL " SEE NOTE * FOR SPECIFIC GRAVITY AMM 0792 O.a�3 Ib/in' 0.0 3 Ib/n '0 INSTALLATION 11", SHEET 7. 04 , 3 ( REQUIREMENTS) rArOwNir�• -n,P II— i ; TENSILE YIELD STRENGTH ASIA DSM 9.400 pai. 9,500 P41 O.D. 1/16" THICK S.S. WASHER ® FLEXURAL SmENGM AT YIELD ASTM D790 ,2500 P.s•T, 13,400 p.aL / I 25 I I FLEf(URN-NODULUS ASID 0790 340,000 P.M. 345,000 pal. )UNT INSTALLATION PER DETAIL X. 8� 9 I i IIi WPA4L• i i i I N07CHM RAO ASTM D256 18 FT-16rm 17 FT-lbt. i FIRE RURNMG ARAMERIS�; WHEEL CARRIAGE DETAIL SM01�DTN5111 ASTM D2843 472 X 64.5 X MAX N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASM D635 C-1 CLASS C-1 CUSS N.T.S. SOF IGNMON ASIM•01929 1040'F 980'F WtiEXTHERIN4 ASM GM TENSILESTRENGTH AFTER WEATHERING ASTM 638 9302 p. 1. 6840 p.aL (1) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE WEATHERING AM 638 1 0461 paa. I 6660 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane R A. A���I ©2015 EASTERN METAL SUPPLY, INC. tip '',�, ��s'P''sic ti•'til' BERTHA HViw A�S �A� Accordion Shutter System ' 1 L E C O.1 N c. H.V. BLADE#1 W/OR W/o H Y. WINDOW BLADE American Shutter Systems iEV.N DESCRIPTION DATE DRAWN BY. M.L. TIL.LIT TESTING & ENGINEERING COMPANY �•, ATE OF ;' � 6355 N.W.36th.St.,Stn 305•VIRGINIA GARDENS•FLORIDA 3316 Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 �f�i'•••ORI�P `c�`�� Phone : (300-miol.,t3tOco®ool.cogl 5)671-1531 West2QB Palm Beach,sFLO rive 33407 3 DRAWING No •E`'G\\`\\ WALTER Tff Jr. P.E. 4 S—O(75 LALLL P.E. '!/61l#t�A�URE/DATE FLORIDA uc. 44167 5 SHEET 6 40F20 . 4.660' .929' 1/4'-20x1/' 1/4-20 DIE CAST .745" 2.293' 0.334' FLAT HEAD THREADED HOUSING ENAMEL 1/4'-20 a SS.M.S. BAKED'PAINTED 1HRFADm DIE CAST (2 TYP.) c HOUSING F.M. 0 0• m ry a _ 'a BAKED PAINTED GRESSTURN 0 m "m °a •��, n 'm u�i n Co m KNOB. V? ,° M a o .875' n M C N 0 06 0 .318 BRASS CYLINDER BRASS CYLINDER 0454• -- — - a v &KEYS(CHROME (CHROME PLATED) 1 m ss• o• so, .325' n ' q HV LOCK ) ® HV EGRESS LOCK E1 & 1 ONLYFLOATINGC TR ATE m 3.023' 875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV MPER QUA ED FOR USE W/ HV BLADE 1 & to ONLY BLADE 10& ®ONLY- BLADE 1Q& ®ONLY. 6063—T6 ALLOY AND TEMPER 1H CORNER C T AT 250'O.D. .0.LIFlED FOR USE W/ HV BLADE01 ONLY ta' J51 B. 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD `0 1.756" .922" 4.045" 2 MOLDEf) n m Co N SCREW r 2.079' 1.753" o I n .360'AFTER RIVETING + b o6ti C11N N Ne.'Os • '� /4.»�—ZO 5 X 3/4� BEFORE RIVETING N 114-0-20 RIVNUT* M S.S. THUMBSCREW �a o m m *SERIES 9444 ALUMINUM(2024-T3 ALL6'Y) LARGE FLANGE THIN 760' SHEET NUISERT, PARI'f 0820,AS MANUFACTURED BY AVDEL .822' CHERRY TExToRN,PARSIPPENY, NEW JERSEY 07054 OR EQUAL ELEVATION HV MALE® "T" LOCK CEN ER ATE 4.566- - —�— ® HV "T" LOCK ® HV ALTERNATIVE LOCK EN R AT QUALIFIED FOR USE W/ HV BLADE t ONLY HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE(i�ONLY QUALIFIED FOR USE BLADE 1 ONLY. DEOONLY / W/HV 13LADE@ONLY. MPER 6063--T6 ALLOY AND TEMPERR' . 5 ' 3.161 m C!1 — 3 D THUMBMRN ' 432 1 0 CYLINDER OR 0 .083 .062" KEY CYLINDER m 214' !2 k I • ^m n D.875" Min. < ra C4 .0 am r r1 � .40 allo, n $ o ci_ m 1 .125"Max. OLOCKINGROD ® DC TRAE LOCKING OD m " w Oo O DE 1 & A QUALIFIED FOR USE W/ HV BLADE(j)& 1A , soa' 6063—T6 ALLOY AND TEMPER ®3 HD CENTERMATE S INSERT QUALIFIED FOR USE W/ HV BLADE 1Q& 1� °0° o a-te 1.130' 6063-T6 ALLOY AND TEMPER THUMBIURN f1/2' - CYLINDER 0 O OR KEY 1-57 Min. CYUNf)ER m * 1.78'Max. IDA °' 1/a m ® D LOC 375'0 TEMPERED © HV 318"0-16 ACETAL ©SERHV, 1/4" -20 AIS 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. RE A 7/16" HOLE THUMBSCREWS IES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE1O& QA DPER EMBEDMENT QUALIFIED F R%tU !W H V BLADE(j) QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. �''Q����ENs�'•'� ''' BERTHA HVTM _____ AS _ 11 L 1 E C O �N�. � �S�A� Accordion Shutter System KV. R"#1 w/ OR w/o KV. wlr>oa�v etanE American Shutter Systems EV.H DESCRIPTION DATE DRAWN Br M.L. *'• [1 � TILLIT TESTING do ENGINEERING COMPANY y S Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 6355 N.W.36th.St.,Ste.305.VIRGINIA GARDENS,FLORID+33t6 ��i��y�/C��'• �D-�--PLC 426Westroads Drive z Phone (305)871-1530. Fox : (305)871-1531 DRAWING No ••....•• e-mail:Olteco®aol.com West Palm Beach, FL 33407 3 SS�ONI��t„`����`\ EB-0006719 4 5��85 WALTER A TILLIT Jr. P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA L` 4a1s7 6 3 OF 20 VARIES 1.497" _ �G�@. 1.918' c `o Max. 1.200" 0�4}4" o A9 i,] iv L0. O 0 4" 4.385" 4.999• v '375" O5 HV 90•/180' STARTER OHV UNIVERSAL FLOATER a QUALIFIED FOR USE W/ 458179 QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE 01 * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ON SHEET 19 BLADE 01 37 . o R 3.226' 1.500' 6063-T6 ALLOY AND TEMPER 124• m a o 085' b A" 70' pjo 2.670" ,^� -) ' ^ .994" .6 1.000" N 72� o0 642 `o O 4.897' o n ^ 0 815` .092• ry N 072.. O7 HV ADI. ADAPTER W/LIP 4.436" , ,:37s• QUALIFIED FOR USE-W/ HV ®HV WALK-AVER TRACK 920 K BLADE(D QUALIFIED FOR USE W/ HV *H TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AITD TEMPER BLADE(DONLY. HV RAINGUARD jt' VMIES6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV i 936" VARIES 1.936" 6063-T6 ALO SAND TEMPER 10 ia ax.083' a .083' .093' o 10m .060"on670N .093" .093'`;,s7o R 3,520" 3.529' 670 2Jg. R 19 -HL-HEADER/SILL 13 HD CEILING HEADER/SILL 5 DE t ONLY, QUALIFIED FOR USE W/ HV BLADE(I)ONLY6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(i) 14 HD WALL HEADERf SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV R 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A 9 T1 T2 XW0.125' :ZkV17 2" 5"MAX. 1/8" 1/8" 18 2" 5" MAX. 0.192" 0.192" v ALUMINUM ANGLES 1s 2.5" 7'MAX. 0.190" 0.190' CORNER POSTS QUALIFIED FOk USE W/ HV QUALIFIEDBLADREUOSE W/ HV R BLADE 1 ONLY. ® 2' 5" MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone }L�914 ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �`'• �\rENSF ', A.��S■A■ Accordion Shutter System 110 ECO H t. H.V. BLADE#1 W/OR W/0 KV. WINDOW BLADE TILLtT TESTING & ENGINEERING COMPANY American Shutter Systems REV. NC DESCRIPTION DATE DRAWN 8Y: M.L. i Association, Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 STATE DF ,cr✓` 6355 N.W.36th.SL.Ste.305.VIRGINIA GIWOENS.FLOMOA 3316 Phone : (305)871-1530 . Fox: (305)61-1531 4268 Westroads Drive z DRAWING No -�,��p�F•FLDR�OG ��``��` e-mail: -°ecoco l.com West Palm Beach, FL 33407 3 15-085 /ONA�`\N```` WFLORRIA Lia y 44167ALTER A.TiLuT Jr. E 5 SHEET P.E. Sr'1 +/�IIGi4'1'�RE/DATE 6 2 OF 20. GENERAL NOTES: SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. MINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED DITiON, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA•1: W BLADES(1) & ER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS kW USED iN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEEP 3 M'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 TYPICAL WINDOW BLADE & WINDOW DETAIL 01-03, #1004.01-05, #1214.01-05. 10317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: W BLADE(1)AND W WINDOW BLADE 6lA D. WIND ZONES 1, 2 &3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEEP 7 REWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75'AND #14x1.75' RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEEP 8 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEEP 9 AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEM THE HV MARKING ON THEIR HEAD. ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEEP 11 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WiTH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 LNG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WiTH 35 lost MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 HOR SPECIFICATIONS:HV BLADE1Q : 12,13,14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADEtQ&® WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 ] EA 2 SYSTEM BEARS A U.S. PATENT #8'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART B1'U.S. PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AR THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK EA 3: W WINDOW BLADE inA ONLY CH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 LABEL IN A VISIBLE ALL HV WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO V AND HD LOCKAREA 4. W WINDOW 13LADE1 ONLY 1ALL 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 LNG TO COMPLY WiTH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE YSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THiS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO )CUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA INVAUD IF ALTERED BY ANY MEANS. c PREPARED BY A FIARIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE iF 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 DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Itllll FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A, / �i� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ` o•' - H,v 1 L E C O K . A■S.S.A■ Accordion Shutter System BLADE#1 W/OR W/O Kv WINDOW BLADE American Shutter Systems REV.No OESCRIPIION DATE DRAWN aY. MI 45FTHfF . * TIWT TESTING do ENGINEERING COMPANY Association Inc. t OLD 11-192 4/13/i5 Dare 4/13/75 OF,.• 6355 N.W.36th.SL,St.30.5•VIRGINIA GARDENS,FLORIDA 3316 4As Association. n. Drive z y� \� Phone. (305)871-1530 .Fox:(305)871-1531 DRAWING No �i�tri'•. •'��. �� a-rnaN:Blteco®ad.corn West Palm Beach, FL 33407 3 WALTER A.n016.r719r. P.E. 4 1.5-'0855 P.E. SEALL �iS�TURE/DATE ETORIDA La # 44167 s SHEET