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FL11968-R4 e� Application Type Revision Code Version 2017 %' Application Status Approved o Comments Archived m Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetai.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from'a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-098 CERTIFICATION OF INDEPENDENCE PDF FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17- 095 CERTICATION OF INDEPENDENCE PDF FL11968 R4 COI EASTERN METAL 5UPPLY INC DRAWING 17-096 CERTIFICATION OF INDEPENDENCE PDF FL11968 R4 COI EASTERN METAL SUPPLY2CINC DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE Ddf I Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 . SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect f' FL11968 R4 Eouiv EASTERN METAL SUPPLY INC DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF hqs://www.floridabui'ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opOD... 2/14/2020 I FL11968 R4 Eauiv EASTERN METAL SUPPLY INC DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 17-99 AND ASTM E-1996.PDF FLI1968 R4 Fguiv EASTERN METAL SUPPLY2c INC DRAWING 17-044 LEITER EOUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996 od( Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/2812017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use In HVHZ:No FI 11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, 611968 R4 AE EASTERN METAL SUPPLY2c INC DRAWING 8A,9 and-11.See sheet 30 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT oclf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FLI1968 R4 11 EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 0-Q96 0,05D BERTHA ALUMINUM STORN PANEL PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FI 11968 R4 AE EASTERN METAL SUPPLY INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Parry:Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use installation Instructions Approved for use in HVHZ:No FL11968 R4 Ii EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FLi 1968 R4 AE EASTERN METAL SUPPLY. iNC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No Fl 11968 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2-25-PDE Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:,Large Missile.Max/span Is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgln load.See EL11968 R4 AE EASTERN METAL SUPPLY. INC. DRAWING sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT PDF Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes i i GENERAL NOTES: 1. STORM PANEL SHOWS'I/011 7H1S PRODUCT EVALUATION DOCL/MENr(PEO)HAS BEEN VERIFIED FOR CO!/.PLWNCE!1N ACCORDANCE WITH THE 2017(6(h EDITION) OF THE FLORIDA BU:LDMIG CODE (B) TO£XISTWG CONCRETE BLOCK WALL:ASTM C-90 THIS STORM PANEL SYSTDVA SHALL ML BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES()("J-DAOE/BROAARD COUNTY). -114 0 TAPCON ANCHORS bbWUFACTURED BY I.T.VI. BUILDEX, DESIO/WYIJD LOADS SHALL B£DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE -114"0 X 718" CALK-IN ANCHORS OR ELCO MALE&F£MAL£ PANELJJATE'IANUFACTUR£D BY POWER FASTENERS INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. FOR A 7AND SPEED AS REOUIRED BY THE JURISDICAO"I V447?E THESE SHUTTERS WILL BE INSTALLED AND -114"0 X 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPArt'Y, FOR A DL?ECT olwaY FACTOR Kd-a B5. USING ASCE 7-10 FOR WST/ALLATIONS UNDER 2017 FOC A/!D SHAH. tJ07 EY'CEED THE I.UXJMUM(ASD) DESIGN PRr"'S.SURE RAntvw nvor TED ON SHEETS 4 &5. NOTES. III ORDER TO VD7;FY THE ABO CONDITION, ULTIMATE DES.GN WMD LOADS DETERA6N£D PER ASCE 7-10 a I) M/A7.MOU EMBED.:(ENT OF TAPCON ANCHORS AND&CO PANELAUTES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL 8E FIRST REDUCED TO ASD. DESIGN WIND LOADS BY LIULTIPLYING THEM BY a6 IN ORDER TO 1 114' TO COUPARE THESE W%/MAX. (ASA) DESIGN PRESSURE RA77KCS INDICATED ON SHEETS 4 &5. 8.2) 718'CALK-IN ANCHORS AND 314"SOLID SET ANCHORS SHALL BE£NTERILY EMBEDDED INTO THE CONCRETE'BLOCK UNIT. NO EIABEOME7IT INTO STUCCO SHALL BE PERMITTED. STORM PANEL'S ADEQUACY FOR IMPACT AND PIVD RESISFAUCE HAS AND VERIFIED IN ACCORDANCE SECTION EQUIVALENT LENT .2 OF 114'0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD SRICCO EXIST TH£ABOVE MENTIONED CODE ST PER 30 REPORT RD, LIMITED AND JLLA77O S WI PER IMPACT TESTING EOUNA S D FI AND !"MINIMUM FOR WALLS WITH NO STUCCO. ASTIR U 6-1 STANDARD&AST1A E 330-02 STANDARD, UMIAr� TO lFIS7ALLA770N5 WITHIN {;IND ZONES 1, 2 4 3 AS DERIVED B.3) IN C45E THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE (TY A,71A E-1996 STANDARD. EXISTING r AU-ANCHORS SHALL BE LONG ENOUGH TO REACH THE LW14 STRUCTURE 2 CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOKlNG POLYCARBOfUTE SOURCES WITH THEIR BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) &8.2)ABOVE. CORRESPOIJD/NG MODEL NUMBER• (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE R£CO1A.rlENDATlONS AND SP£CIFlCATlONS OF THE ANCHORS GENERAL ELECTRIC PLASTICS LEVAN 103 AUNUFACTURER. DO:111J CHEMICAL CAU6RE 302 V-6 Z PANEL AIRY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS T THRU 5, SHEET 3 CAVESTRO, LLC MAKROLON POLYCARBONATE SHEETS OF S. 8. STORM PANEL SHALL BE REMOV&D AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. .MINNUM PROPERnEg FOR ALL OF THE ABOVE POLYCA 60A✓47ES ARE AS FOLLOWS: 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE V/HERE SHUTTER LS TO TYPICAL PROPM77ES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE PNYSICALt 10. SHUTTER MANUFACTURERS LABEL SIMLL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER!V SPECIFIC GRAVITY ASTM D792 1.20 G/CC ACCORDANCE WITH SEC27ON 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENfUG, Afj5QjA,1tfC44, LABELING TO COUPLY WITH SECTION 1709.9.2 OF THE FLOR/0A BUILDING CODE TENSILE YIELD STRFNGTH ASTM D638 8,700 p.s.i. It. THE INSTALLATION CONTRACTOR IS TO SFAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT r'LEXURA STRENGTH AT YIELD ASTM D790 IZ500 P.--,i. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, FLE✓.URAL MODULUS AS7IL D790 340,000 p.s.i, 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING ! A REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. 110TCHEO IZOD ASTIR 0256 18 FT-lb/"n 1J. (A) THIS P.E.D. PREPARED BY THIS ENGINEER/S GENERIC AND DOLS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC ORE5697111NG CNARA T RI 77 s: PROJECT;I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SMOKE DENSITY ASTU D2843 75 (1/AX) (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D6J5 C-1 CLASS (MAX) PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVLATE FROM THE CONDITIONS DETAILED ON THIS SELF IONfRON AS774 D1929 650 'F DOCUAfENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WALL BE CCNS/DERED INVALID IF ALTERED BY ANY MEANS 3,ALL AIDUIULM DITRU5I0/J5 SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECO!A£ THE ENGINEER OF RECORD(E.O.R.)FOR 771E PROJECT AND wHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4,ALL SCREWS TO BE STA/NLESS STEEL J04 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DFIEGNED ENGIY£ER TO THE P,£.D. E1NGINEER, SCULL SUBMIT TO THIS 30078 W1 50 K-q YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWI,VGS FOR REVIEW. SE07J0H 2411.3,3.4. (E) THIS P.E.D. SHALL HEAR 7H£DATE AND ORIGINAL SEAL AND SIGIIATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5, 800 rS TO BE ASTM A 307, GALVANIZED OR AIS!304 SERIES STAINLESS STEEL, WITH 36 KSI I,fIN. YIELD STRENGTH THAT PREPARED IT. 6,AIICHORS TO J,ALL SHALL BE AS FOLLOWS., SEE SHEET 2 OF 5 FOR APPLICATIO1NS. - (A) TO EXISTIIIG POURED CONCRETE;MIN•FIC a 3-KSI -114'0 TAPCON ANCHORS MANUFACTURED BY LEW. Bu20EX - THIS DRAW4NG SHALL. ONLY BE USED TO IIFRDBY PkAOBTAIN PERMITS IN THE STATE OF FLORIDA aCD LE OD SPS -1 'O X/MPOINTS IDSET ANCHORS AS DISTRIBUTED BY ALL PONISSCREI/, BOLT SPECEALTYCOMPANY, n ------- --------_ NDtEs: �� s = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A.1)theAMUM 9..!BEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 314"AND FOR ELCO PANELMATES IS 1 314. / NO. T7 rIL*zw•or_ CLEAR BERTHA STORM PANEL CRI"an A.2) 718'CALK.-IN ANCHORS AVD 314"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. * 225'DEEP LG HO EtfBED!1fNT/NTO STUCCO SHALL BE PERANTTED. ` F 07/26/17 114"0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR WALLS : EASTERN METAL SUPPLY, INC �� WITH NO STUCCO, E�,e�'-A6R1 •'♦ �'i. E C O iNe. A. B✓CASE THAT PRECL5T STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, `268µEST RHOS ERNE 31 2=I Sg sFv- a EN9INEERINO COMPANY µEST PAW BEACH,a M407 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AUlN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS BONA aen u.se.-+a[�zsr n svaa 1,1401C4TED ON NOTES AI) &A.2)ABOVE ' f, taaaX, ram n_raa, m rs-a4 v/agna SRfDERA7 W/fR0C0o WALTER WALTER A TLT J.7PE aORW lie4467 S en r n/aa/r 8.120' r� �unj- 12,000 I 12000' I 5.000• f.-100--4,500' 500" 4.500 1 " .500' ,.500' 4.500' 1,500• ( 0 0 0 0 , I a Ar6•>P,�—._ T �r I � � T I S I n 7-FTr.-7171-7 n nrn g N \ N N "'--o.loa•t fox r0(FA/NCE i J,875'--I--2.125'-J 2.125--L--J875- Of .,25• J.875- ✓ O CLEAR PANEL (jA HALF CLEAR PANEL A 2Z 120" — 24.000' 1590" 4500' i 1.500'^- 4.500" 1.500'-F-4.500'—, 1.500' 4.500'—, 1.500' i-J* Ca'CACM ArV6gS 0617 SCREDUC) -1 N STORM PANEL TYPICAL ELEVATIbN _ foo,s fox—CE I 1/1 T.S. I `f rJ/� uo..cw rp'u7 aw Z.f25" J.875.-2.125' 3.875' 2.125' 3.875" 2,25' PA B DOUBLE WIDE CLEAR PANEL . J TTF17 E (gI ..T71' r-o P.+dj I .o'!J' 6T9' �Z s s f7P. L —7 .yl yam ro urx -_T o ra•a c 'r r o u • \ �D �RIcW1E �s y t � R 1 i R7� !'4 !EQ LOURaN 1 •i _ "r'� L �h'4 2000 I " j "'"r - r--J.f/.15'vlr. 'y'.' P� `-1.950'—� !— 0 3" ANGLE 3 BUILD OUT �3 8" B.O ® "F" TRACK ANGLE eJT " BR K "F" TRACK 05 REVERSED F„ ANGLE © MINI WALL 1.75 x0,632 DETAIL 11 =vw1Drctsrrm TRACK ANGLE WITH STUDTz .nom sas' S• 1l - - --- — cs w 1 a9„ ° �� EN� _ R �errac _ f tt _ j ``$�j'•VC F •sem ALS': 3/8rr !FLORIDA BUILDING CODE (Non High Veloctly Xurrlcone Zone) I o N0.441 CLEAR BERTHA STORM PANEL op"i 971 �• y :y�e1or7 M,CC0.rNC. 1 5.aro• ,r cPrrawt _ aon• I 7C a 7a Z Z25'DEEP Le (uqK) �u !¢y J.fA• �_ o7/2a/17 � � EASTERN METAL SUPPLY, INC DArr `7 2 x57NAX;W18” ✓ KEY HOLf AT PANEL XEY HOLE WASHER - r�}UR10 L E�' �Ne. 4268 97ST Raw"DIME ANGLE WITH STUD uos Awn A/O /�� ES74NQ Q EN0INECR/NQ COMPANY NZ5T PAIN BLtL,FL SS407 17-O9N '%. / ina•�6 nC{H7SI-1''�SIO t9d3!' LG�t�S_�yr60 E6-0006719 m:r e�w wr m.r rm�.im+ nrr aPAmNa w WALTER A T/LLn.4.P.E noRwA Ue. 44,67 !Riq"A//SgTUFl;L.D'LY„G�!rLffLPKt-ORlgJS 7\ n1``p CX75ifNr2/'O90'.: /2r'HqDx:Cs CALK-LIS OR ELCO TEXT`R�ON`- \\\ I lif/ WlRIX rAPCOH$FAMELVATET W/ [ 20 POWERSFA PO:IlW/OUDIX_TAKOR C.SCC&ESIDEWALK S0LT OR OW/ CAXIK-PSBEMCO NGPW$ OFz acb TExmv ra ASUDRO w1 1140-2DmrssHEAD BOLT. E (SEE SCHEDULE TOR SPAC rC. (SEE SCHEDULE raa SPACNQ), (SESCHmuLE FOR SPwo). (SEE SCHEDULE FOR - E a G2 Cnt. POUREDr- I \ Of' w, CREOUI .. RFD. PDUREO I POURED E D. I ` CONCRETE E 0 CONCRETE E D. REWJ1RfD ; I REOU'RED \ j� POURED 11410-20 x J/I' 1,`\ •`�-� \ \ ,li= CONCRETE BOLTS W/7/8•x �Q, \., O 12•ac. .�lS' $SPL.s.,Im I •@ \ J/JT"WING NUT 1 Arx I 7/8'x J/J2• r'usx I SCPAPALrf! - WING NUT �T�ARA1NJfr Ya To Lx/5PNc I ,•ACn. I O 1 2'O.C. PANEL LENGTH OLAsS Yn SEPAR4770H TO as4ss:c (sEE sEE TO IXSCZMC) ( SCHZ Cass — � ' •1 ---1 PANEiBOTT 1/410-20 r i' �I `TO Q' I PEE SOWME) S.s fc S W/ I �� \ uaw. c As, 7/B"x J/J2' I i/ / \\\\\�\ \\ P/N£L CLNG1i! 788 JD O f2 fPJT (set SC11fIXl1E) ora'o.c ! POURED I In"r?, POURED I EVERY STUD-` I ,� cW,CRETE LL'99 CONCRETE • OR CCK WALL OR CONCRETE E.D. \ 11410-20 A J/<' O 12 0.C. •�\ �\ \�'\`\ I BOCK RED E D. I BLOCK IRED a REOWRED RfOUrAED BOLTS IY/7/B' PD' E a I J/Jr wwc Nur COVCRET ;- I O 12'o.c. ALTETDfATE '� 7 Cont. LEG LOCATfOI f,G00• GR Comcgvr BLACK WALL ` I „� I . RfOuvw - -" - rrx/BUA.ED rAA^ONs .5�• \ �l , CALX-7715 Q4 CICO 7£X7ROTr \ \ ��\� PANELAWTE 008 W/I s 0-20 PoAERS FASlENNG ` T, \ S/DEKiLLK BDL7 OR O�IY a . CALK-wsOR ELCO I.fA70. I POURED J CALK-urs' �•, /L TEXTRON PANELMATE CQf/CRf7f / COnL2018USSIILAO.11 - (SEE SCHEDJLE FOR sPAa11Gj (SEE SCheDUL£FOR SPACING). (SEE SCHEDULE \ T Cont. REOU:RED rOR SPACING). E 0. tTW/BUILOEX TAPCO!!S OR POt1fRS FASiflflflG CALK-1!/S \� WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. A (s£E scHEDULE roR sPAC1NG). SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION I-- SECTION 3 SECTION 4 POWERS riIC 1C Ca1'S OR POURED CQYCRETE - (SEE SCHEDULE FOR'SPA``G:•.S). ++� ,I j I -\\ REOUIRPo Canf-5 T/4 C-20 x T-S. AE S. IY/ I • ,,\�,`,�Q• •,•••C••'L'• ��� 7/B'x J/J2 I^1G NL/T O I2'c.a .�Q' SIDE WALK SOL75AAE J�10iJ/J2 rtUCN NOTE FOR COMBINATION OF SECTIONS: J NV HEAD MACHINE SCREW tV/L£NG>RI /•YLNuruu I ua AS PER NOTES A2 Er 9.2(SHEET r) Sfr'AfL17p:r l0 pgyrl L`p,�� . fSALL/FLOOR/CQLLNC MOUNTING SECnONS CAN BE � 0.44167 •' ?, Dam.vG GLASS (SEE%HWULE) 1RL155 H-AD BOLTS AR£�20,,VB'-CK COMBINED IN ANY MAY TO SUIT ANY INSTALLAAON, HFAD WCH1N£SCREW N LENCT I/4 0-20 x I' AS PER NOTES A2 k 8.2(SHEET 1) / O� i S,LS.S.W/ I (� f ,• T 8•r J J2' P. ��// O 12' E 10,.c- - g' D. - EDGE DISTANCE ycsAS ��O11 (sa SCHEDULE ON .��/ORALS 110 4 -I --- SHEET<of 5) - '-- ----- -- _ It ALTERUVE - ------- - LEc cocAnoN, POURED COACRETE/////' FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) q£OtARm ,•- � � ,•—I INSTALLA TION DETAILS Q20171XIVC0,0-- CLEAR BERTHA STORM PANEL DPAVJ BY.• 1rY/B uDaT rAxDNs DP i� SCALE.- 3/8" = 1" (2-25'DEEP L.c PO'AERs TAsrEvnv r�Lfc-Drs�'� E D. (SEE sCHED•RE FOR sPACOrG). E D �� 07/26/17 EASTERN METAL SUPPLY, INC arc CEILING & FLOOR MOUNTING INSTALLATION 11 L 1 C C O iNe. IItP W E RO/OS ORNE T/LL?TESTI9N.G R CNOINCCRINO COMPANY WEST PAW FACN,FL M407 17-096 SECTION 5 :�A1!i " (T,1 ,as'" DaAYwc Hu 0-0006719 N''" ° 101 01• ' IYALIER A T1LUT a,Pr- ,s cu vpMu m SHEET J Of 5 ROR1Aa t.c. NI6) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) WITH --1 - CORRESPONDING MAXIMUM PANELLENGTH "L" (Ft.) AND 4 CORRESPONDING ANCHOR SPACING "S" (in.) SCHEDULE -POURED CONCRETE h I WALL R£OU/R£U. y O O FAR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND cur awEc / uAa�s h 2 OR 3 OR Q WOOD FRAME STRUCTURES 0 J2'CO!JCPar ANCHORS \ !� OR 11 11A!N ASL. Yu.PAVfrL LD.G"JJ /h'CY SPACalCS t!;*•(m.)4-r / O.C. ` OS L(R)• SECTIONS 1.A 5 / POURED CONCRETE \ P&-Sstxr .091 CLW t"C'1 SECDON (e1 p � ® OCONCRETE BLOCK 57A/ II _( [RAM-1&.4 S \ ISALL REQUIRE). +18.0, -28.0 f0'-0" 7' 11' I?' 2'x 510! x.IZOS' / -1 606J-TC ALLOY 2.500"500' Cont�mANGLE N%n, L +28.0. -30.0 3'-8" 7' 12' 12' ////I VARIES 6Ly 1• +•JO.0, -35.0 8'-11' 7' 12' 12' CASE A (Plan) g. fir' +35.0, -40.0 8•-4' 7' 12' f2• L 2'--1 /'r 4'r.071' POURED CONCRETE L/ar, 5105-H14 OR OR C01rCAE7E BLOCK 4. BOLT 606J-T6 ALLOY +40.0, -45.0 7-fl- 7- 12' 11 *ALL R£pU!RED. \ -O 24.a C. C-4 Alum.A!I6a.. 2500IV/JAC A71ur +45.0; -50.0 7=61 7' 12' 12' I V%n2500�' O, CONCRETE ANCHORS CASE B (Plan) 4-50.0. -55.0 7'-2' T12' 12' O 11'o.c;��-,\ \• ' +55.0, -6R0 6-10, 7' 12' 12' 1.000 1ALTERNAi<LEG LOfATIOJJ POURED CONCRETE OR CONCRETE BLOCK \ +60.0, -65.0 6'-7' T 12' 11' 2",2',x 0.53'TO WALL RLOUfRm. � 2'r 5'x.055'Cant. Al-ANLL£OR 4-65.0, -70.0 6'-3•, 7' !2• 12' OBO'J105-HI54 SHEET AJETAL Alum.Orre FIA:E. +70.0, -75.0 5'-f0' 7' 12' 12' } X=80.O157A'CE +75-0, -80.0 5'-6' 7' 12' T?' \J +80-2 -85.0 r-r 7• 12• 12• CASE C (Plan) J +85.0. -90.0 4'-71' 7' 12' 12' 2•x S'r.09J'5105 H-I4 OR +90.0, -95.0 4.1' 7' 12' 11' / 606J-4-6 ALLOY Cant.Alum.ANGLE lan CASE E (P IsarH ANcxoRs o 12'D.c. +95.0, -100.0 41-5' 7' 4-2' 4-2' _ DOW • sGVE.• f/s•- T' z r/4'cAP 1.000' +fO0.0, -f05.0 4'-2' 7' 12' IZ' A +105;0, -110.0 4-0' 7' 12' 12' POURED CONCRETE 1..(�� / OR CONCRETEDBLOCK END CLOSURES DETAILS Arrr. PANEL L&GTH IS X-0" SCALE: 114" = 1" ANCHORS L£CEND •r,VAA4.VUV ANCHOR SF-I*-''S ARE W�FOR _ - ANCHORS ANCHOR j J 1/2'69Z DCSrAHCE_rDR E:D.LESS Pall TTPE SPACING C BY AU L J ACINIG SHON!ON 1 SCHEDULE BY TAPGON/ CASE D (Plant fiffunur/a�Tji,'� z --- --- - --- --- ---- - - --- TME roaarw rl ro.'s.(NOTE:Yin. PANFLM.iTE5 3.0' ,1f •S�, 4 r_D.FOR CALK-111 FSOPRACWS'OPOIA.rA ;0 BERAPIS B1 REED CALK-1N 25. .,,�\1, Q\:��jCEfVSF'.A 5E LESS rW41 Ar'SU101 SPACING 0011 HIED FOR FLORIDA BUILDING CODE (Non High Velocity Nurdcone Zone) EACH ANCHOR rrPs Ar ANChORS LEGE110. 0.44167 c2of7 r$1£ca arc CLEAR BERTHA STORM PANEL CRAAV W. FADsoR * (225'DEEP Lc ACTUAL a D. rAvcaJ/ L::Lx-aJ l ��•� STATE Of r 07/26/17 PA pmv/ ' �.�` .!2�RIQQ' �`�, IL ECOINC. EASTERN METAL SUPPLY, INC CArr 3' .86 .75 FS •' +268 oar Rawl 0J6YE SIONAL�a 7 TC571sN�0 [NGINCCR/NG COMPANY %C$7 PALE/BEACH.R JJ+07 /7-098 2 1/2' .71 .50 r'''�r4�ni/II/!//Rrl1 sb,:�`[zvNi•J`eoY L �esir Tee m.r z aur ORAwMC Na 2' .50 - ®-OW8779 VALTER A It111T J. t~ SNffr I Or 5 RORTOA l.e. 11187 r/40-20 FICO maklf—fe WOOO NFADER ^WT700 HEADER PANELYA)E 0 6'o.c W/ ^YFOOD HEADER i'x 8'(A. EUJ(,1NC RF.OUWEO. R£OWRm. f 7/8'Ir PEN'EMTON OR RfOU:RED. TU� 0 114 S.S.HEX WASHER I 1/416-20¢CO mar0/lamam Or EXISRNG WOOD DEAD UACY HEAD WOOD SCREWS W/ PANELYATE O 6'0"W/ TO BE CERDnm BY 1/410-20¢CO malee/Temafe PANEWATE , f 1/2' PENE'JRi170N O 6' 1 7/8"Yfn.PENEM77ON OR RECISIERED ENGINEER O 12'ox.W/J 7/8' PEA'EIRAnOlI. / /14 S.S.NBC WASHER - I OR ARCHITECT PRIOR _ EpJ,L. 70 SHUTTER INSTAUAAON - / nplConL. (I HEAD WOOD SCREWS O 114 x 1 J/<`S5.H1 HASHER ` \ I / X \ Al I 1 r/2'EGn.PfNE7RARCN O 6'ou HA9 WZOD SCREWS W/1 1/2'Yfn. II 879 PENETRATION O B'ac. / X I -+ / t I / IA � 7/e•x J/s2•WSNc 2.000 I 2.000 —120'., Ul O EVERY SND O 2.000 \ O PANCEMAic c£RED / /N�� I cont. ©ORS -4- 111-0-20 -1/<0-20 x J/i' l 11-6-0-20 x 1' 1 ! , DCL IS W/7/6', t •® BOLTS?/7/B'x r Ern. I r uk. J/JZ'WING NUT 1 J/72'WV O Nur (^SEPARATION_ I L-SDn O 12'ac. O f2'0.0. TO EXLSRNC Yax. TOCLASS I PHI¢(ETIGTN 1'A<n. (SEE NOTES BELOW) S£PARARON5 _ ro EXISANG CLASS Yar. - - j WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION L_sepkUNON I PAN¢LENGTH I + ALTERNATIVE 2 ALTERNATIVE 4 ro LASS I (sLE rrorEs LIELOWJ I ! SEPARARON f0 I 1/i 0-20 x f• ( TO ExISTLN�c ` i S.So u.S. W/ I GLASS I 1D/Dcis w% 314' a 4x, EO / �•.�i I I 7/6 KING NUT I 1/4 0-20 x J/4• I —�/"- J/J2'W/NC NUT Wp00 I' BOLTS W%7/e`+c O 12'o.a. i �-1<0-20¢f,0 ma:e Ie:nak PAIIQYA7£ O !2'o.c �FPLAJE / / I J/J2'WING NUT I 1"+'S'W'D00 j,475OWRm. O f2'—W/1 7/8'LCn.PEN.-mm, t O 12'o.e. 1 ,® DECK REOUIRfO�©OR 5 `+ I AT 1404797M CF PLATE / I / I (NO FINISH AUOWm) Cont. :� / `1 �i •400' E �EO�EO=` .500- 1' �29< 3 ContI 0 AT VO 4" PUJE FOOD OConf. � 111 a£DUUU444777m. f14-0-20¢co mage//mwre PLATE W/ 0 EQ 1 7/B'Y;n.PENETRAILON OR 1/<'0-20 ELCO male//amok j 114 r 1 J/4'S.S.NEX WASHER / 1 PANALfATf O 6'o.c W HF1L H;CD SCREWS W/1 f/2'VW /4 SS.HEX REINS I / / / I NFNI n�OD SCREWS WY/ / 1 7/B'YFn.PENETRATiCN CR 1 1/2'Y!n.PENETR00M O 6"a.c. 114 S.S.HEX WASHER P£NF7RAn0,•J O B`0.c. WALL MOUNTING (D, H. / �i O LODWSDDL OF PLATE / ' HEAD WOOD SCREWS W/ / 1 1/2'Yln.PEN£1R1AON O 6'.m ALTERNATIVE 0 Y/D'WIDTH OF PLATE. CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 - - NOTF rOR COFA31NAriON OF SECTION:. WALL HOU,NTLNG SECTIONS CAN 8E COMBINED- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN AW/WAY TO SUIT ANY INSTALLATION. SCALE:1,1 �R-pl j](Vr ---------- - -- -- ----- ----- p rfOTEs: FLORIDA BUILD/NG COOS ( Non High Velocity Hurricane Zone) f. INSTALLATION ARE Oft VALID FOR MAX.AS.O. DESIGN PRESSURE � ? (�Q•�1Q7 um]r,Lr£co,Asc CLEAR B RMA STORM PANEL DRAWN en RArrNC AND PAIVEL S LENGTHS AS PER SCHEDULE SHOW.')ON SHEETS 4 OF 5. * 2.25"DEEP L.C. OF - 07/26/17 2. FOR Y,OOD FRAJAE CONSTRUCTION: WOOD MCUBERS TO BE `Gry/ �d,(X�: n �`,` I L ECO,Nc. EASTERN METAL SUPPLY, INC DA FC SOUTHERN P!N'£JJo.2, t'//SP£CfftC DENSITY OF 0.55 OR£OfIAL. / =F�� �"CQnlDv,*'44� 4268 WEST ROODS ORm£ F ""•••"' .1v\0 LUr TESnNo R ENWNE£RIHa caYPANY WEST PAW REACH,TL JJ407 17-098 i1 1-1.im 4 24.61 1.'i".a'A 2 9iL0 SIONAL�,.. „p.,f63J,N_/AA. (SJ _Str mca afsna, WR e+c. !,a. ORAWt)YG Hu ��„moi/i//frfr EB-000Lff WALTER A I,Tr.Pr an N-o,a eJ�' 4 SHEET 5 Or 9 FIORrDA Uc,c. it f B7 , Florida Building Code Online Page 1 of 3 i Business & Professional Regulation BCIS Home I Log In' I User Registration i Hot Topics Submit Surcharge ( Stats&Facts Publications Contact Us BCIS Site Map Links Search.1 Product App,—ail USER:Public User L i Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved 0 Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 4,aa!,7 reditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By enry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 I https://www.flondabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 2/14/2020 r-- I Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installatlon Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM-PD Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison,Max,span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psF.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 If AMERICAN SHATTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 Ra AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f,for HVSA REPORT,PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC INC, Approved for use outside HVHZ:Yes DEWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by independent Third Party:Yes for glade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC, DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party:Yes . 0ac{! next Contact Us::7601 Illair Ston 110:1d,1'anati455er Fl,22390 Pi!nne!9510.427.1874 The State of Florida is an AA,/EEO employer,Cnavrtnht 2007.7013 State of Florida.:t PrjVarV Statement;;Pccessihility Statement;:Re9md 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 mall to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 950.487.1395.*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 it 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 it you are a licensee under Chapter 455,FS.,please click here. Product Approval Accoptst I Rrnc sk, GENERAL NOTES: 1.BERTRA H.V.ACCCR-O*vl S411TER SYSTEZU SIl WN ON THIS PR'YttF:T Lt'ALtWATtOW pCCUAi£NT{PED.)HAS LTEEN 4e'"Tt7FTM FOR CI.tc?L CE Id ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.TNS ACCORDION SHUTTER SYSTEM 111 . 8E L\STAtJ.ED AT HIGH VE[ACRY HURRICANE ZON£5. DESIGN 741,E ICAD55 SAG1M!r--OETERLUN D AS PER SECTIM 1620 OF THE ABOVE MENTIONED CODE,FOR A BASO V.211)STEED RBY THE JUR2SO(CTiCA RHM SHUTTER ICAC TABLE OF QQNTENTS Be2NSTAUIED W411+A DL2EC7 MALIT!FA.-TOR Kd=0.85,USWG ASCE 7-10 AND SHED ALL NOT EXCEED THE MAXUM(A.S.LL)DM-20 FRB5SIJR£RATINGS INDICATED ICA SHEETS 11 TH�J 15,19&20. Tr ORDER TO Vintr'Y THE ASPOfE C01/E111014,ULTWATE D=STAB Waft)LOADS OETETIMINED PER ASCE 7-10 SHALL.BE FIRST RECL'CED TD"M.OESTM WON)LOADS AREA 1: HV BEAD (1) By MULTPmxr,;FEV BY o.604 ORDERTO COMPAP.E TRLESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TNRU is, t9&2o. GENERAL ND7£S SHEET 1 LIS ORDER TD VrRT'Y THAT COMPONENTS At;O ANCHORS ON INS P.E.D..AS TESTED.WERE NOT OVER STRESSED,A 33%aXREA,c.UA ALLOWABLE STRESS FOR WIND LOADS WAS tf4LE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HT4EVE7,A WND WRAT'AICA FACTOR CO-1.60 WAS USED, FOR VERIFCATION CF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCO9=U 5111MER SYSTEM'S AOEAOACY FOR%`IQ AND LAP.GE MISSILE MIPACT LOAD HAS BEEN VERFM IN ACCOFOA!%CE 4=4 SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS:- - - TYPICAL 1NNp0YW BLADE&1'.TNDOL7 DETAIL. -HV WOE(D /0214.01-03.X0715.01-03.11004.01-05.#1214.01-05,¢0317.02-06.#0609.01-10 AND$0210.01-11 AS FER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE( AND.....HV WINDOW"B- .R AND E-1998 ST -VnS(JIESR.:LEVEL.D,QUID ZONES 1,2&3)&01220,01-10 AS PER TAS 201.203&203 PROTOCOLS TA-S?'U:SSILE (WHERE APPLICABLE) -HV%LNUOM£DOE 0#050.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES t,2,3)BASIC PROTECTION WILY AND#0725.01-88 AS PER TAS 202 PRO7000L TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCF=iE/ELOCX SHEET 6 7-tf/PLACE+O AND KI V140.7.7 BLADE 0 ARE ENG24EERED TO YORK IN URTSON WITH EACH OTHER UNDER THE GENERAL LTVITATI09S AND CONDITIONS CF USE INDICATED Ott 514M 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK.. SHEET 7 3,t3ERTHA TLV.ACC 0100M POTS(H'I SC'R.EYS),USED AT BLADES KNUCKLE ALU FOR DIRECT MOUNT CONNECTION TO TRACKS 511731 BE#14x2.75`AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS IN SHEET 8 STAUCLESS STFFEL GCRE.7f WITH 135.0 k9t YIELD STRENGTH AND TPD Kat 10;SLE STRENGTH.PMS SHALL BE COATED WITH BERTHA hV DACROSHELD COATING SYSTEM AS VNILIFACTURED BY APPROVED CENTERMATE ALTERNATING DETATS if/ SHEET 9 COAT01:APPLY.ATOP.S.Pr.LTiTEREO MCH AMERICAN SHUTtE R SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON ThEL4 WOO. END CONNECTION T DETNLS 1-B,CONCRETE/BLOCK SHEET 10 4,ALL A1,tlVC1NUTA EJ6iRB�rJ:,CF'SPALL 8E ALU7I6�NJM ASSOCIATION a'$CIY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.1DMMU1!YIELD STEEETAGTH FOR fi3163-TS ALLOY IS 30.0 ksi AND 35.7 k;i FOR MAXIMUM SPAIN TABLES S1RF8T 11 6005-75 AUO'f, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAWL£SS STEM 304 OR 3t6 AtSI SOWS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 044 50018 VIfH 50 W FUN.YIELD STRENGTH AND 90 ksi DUI.TENSILE STRf.NGIH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND 941t2,OMP.Y W/FLOR10A SIALO'1.'G CODE SECTION 241133.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHAT 14 6.BOL75 TO BE ASTU A-Z07 GALVANUED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD Slim 15 7.SEE THE POYLOW'.14 4T-ZETS FOR AItCHOR SPELYFICATION5:fN SLACE 0: 12,13,14.15 AND 20 INSTALLATION DETAILS V-R.WOOD SHEET 16 HTC BLAME QQ &© WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.VAO00 SHEET 18 8.THIS BERTHA TGV_AOF,OP.60!3 SHUTTER SYSTEM BEARS A U.S.PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVEEiEO.IN OSTIOLE OR IN PART BY U.S.PATENT#5.458,179 ISSUED 10 EASTERN METAL SUx'PLY,TVI. AREA 3' HV WINDOW BLADE f ONLY 9.IT SHALL BE TARE RESPON!'"amay OF THE COV RACTOR TO VERIFY TIC SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO S£ATTACHED TO UNSURE PROPER ANCHORAGE.=ITRACTNR TO SEA/CAULK ALL Sf#jrrER CIOUVa4 O EDGES WHICH REMAVJ,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INDIUS01L TYPICAL SHUTTER ELEVATION SHEET 19 to,EACH 130T MUST SEAR I'DWINEt1T LAM IN A VISIBLE PLACE WIN MARLING NOTE:DURING PERIODS OF HURRICANE WAR14SNOS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4• HV WINDOW BLADE 1Q ONLY Cc'7 MIATES AR"�l' ENGAGE OR LOCK ALL HV AILD HO LOCKS. + 11.SHUTTER UAt1YJFAL:RJRFIt'S!ABEL SHALL BE LOCATED Off A REA07.Y VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDACJCE W1114 SECTION I7C9.9.3 OF FLORIDA 6UILDING CODE.OLLE LABEL SHALL Be INSTALLATION DETAILS, METAL STUD'WALLS SHEET 20 RACED FOR EIMr C9EI44G.LA9EUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE- 12.BERTHA H.V.A.c"COR&N 90TTETL SYSTE.WS RSTALLAPON SHALL.COLDLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILONG AND ZONING REGULATIONS PROVIDED BY THE JURI O:CTION WHERE PERMIT CS APP=- TD. 13.(a)RZ P.E.O.FP.VARED BY T1flS ExGULMR IS GENERIC AND DOCS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le_WHERE THE SITE CONDITIONS DEVIATE TROIA THE P.ED. (b)CONJTRACTM TO Be RMPV42BLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SArm of THIS PRODUCT,BASED ON Ttiw P.EO.,PROVIDED IIE/SHE DOES NOT Davie FROM THIS DRAWING SHALL ONLY BE USED TO THE CMICTDIJU5 CETAXEO ON IRS COCUM:ffr.CGN.a`MCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSTBaTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS Pea.&U BE CCNSICEREO IlVAGo IF ALTERED BY AJNY MEANS. -- --�•OF (WSnWS SPECIFI6 PPOI£C.5 SRALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGNEER OF RECORD(E.MR.)FOR THE PROJECT AND WHO WILL BE e' oNbaCE FCR TK PROPER USE OF Ile P.ED.ENGINEER of RECORD,ACTING AS A CELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO TH-S LATTER THE SIT-.SPECIFIC DF LONGS FOR RLVIVU. (e)ORTow"AL;'zG-SHALL SM THE DATE Atz CIRLGINAL SEAL.AID SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT FLOPJDA BUILDING CODE(Hon High Velocity Hurricane Zone, C2017 TLLTECO,INC. 02017 EASTERN METAL SUPPLY, [tic. t B ft HA HVT)., -rTg ""�'� ■ . .A■ Accordion Shatter System ■ii��E c O ANC, FEV. RADE#1 W/OR V/�O H.V.NANDM WIDE IMP I American Shutter Systems EV. d� } Y R DISCRII llefA DATE DRA7,fl 6K.: Lr- TILL) iE57TNG & ENGINEERING COMPANY : \ ASSQC)CItiOn, Inc. 1 OLD 15-085 37/27l1 TAIL 07/27 17 \\ 8355 N.N.36T.St,31s.593,l=Nu DNiD-26,ftOaM 3310 �R Phone:{3Q5}87t-1530.Fax:(3033871-1335 4268 Westroads Drive z DRAWING No % Y e-1 WteceOaw.s West Palm Beach, FL 33407 3 (� //11'7 `\111 ITB-0=719 4 ' U�,L+IYAL, \ ,, WALIER A TILUT J,P.F. 17-107 fU)MA U.1:4167 5 SHEET P.E. SEAtyISi&AYURE/DATE 4 1 OF 20 cr'ren .tcw Ewe OAVAR.—S �81 ii 4�7 4 1 HV UD HV UNIVERSAL FLOATER OUAIJFIED FOR USE W/ 05 HV 90'j180• STARTER COVERED UNDER US PATENT 0 5458179 QUALIFIED FOR USE W1 KV BLADE 10HV DIRECT MOUNT HV BLADE (R HV WINDOW SLADE• 6005—TS ALLOY AND TEMPER :�)OUALIFIED FOR UATEMPER L W/ HV 6063-T6 ALLOY AND TEMPER -SEE UMITATIO14S OF USE OF BLADE (9322 1 6063—T6 ALLO ON SHEET 19 BLADEAR6 Q) 37 r- 37- 16 Y 6063—T6 ALLOY AND TEMPER .085* 2.670' 7 072 e42 I *Z97' 7 is* V92' k4b�' 07 HV ADL ADAPTER WAIP V, 0, 7 QUALIFIED FOR USE W/ W (!�)HV WALK—OVER TRACK 2 BLAEIE(D QUALIFIED FOR USE W/ HV (�)HV TRENCH TRACK j, IW/ ADJ. FLOOR TRACK 6063-16 ALLOY AND TEMPER BLADE(1) OUAIJFIED FOR USE V/ 14V KADE(D ON,Y _GIUVA 2_D QUALIFIED FOR USE W1 KV 6063-T6 ALLOY ARO TEMPER L BLAZE E065-TS ALLOY AND TEMPER OUALIFIED FOR U ,Sg W/ HV 6063-T6 ALLOY A94 TEMPER BLAOEA1V vAR'ES 1.936, 6063—T6 ALLOY D TEMPER Z42 WI 1. H 917' w SOL 3. '093, Joe q .12 Fr .02L 670 070 1.686' 67070 p- 5529' 6-70 7a, HV CEILING REAM HV HEADERZSILI� HD CEILING HE DER/SIL 3 QUALIFIED FOR U DNLY (4 -IFIED FOR ME W1 W BLADE nIONLY, 606S-rSSAE4 IeV A"tl BLADE OUALjFIED FOR USE VI/ HV BLADE(1) 14}HD kt ER/51L SEE SECTIONS FOR VALIDITY.— SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE VI/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER COUPONENT A a 71 T2 x Y t I I 2' 2' 125' 5- a- lo'cgo. 2' 51 V�. iler 1/8- Em 16 2- 5-MAX.{D.192" 0A92' SIDE ANGLES (1:9) 2.5' 7'VAX Q190* 0.190, O) COR NER POSTS QUALIFIED FOR USE VI/ FfV ALUMINUM-ANGLES — VALIFIED FOR USE W/RV BLADE(D QUALIFIED FOR USE VI/ HV i BLADE(�) ALLOY AND TEMPER BLADE(D ONLY. 0.139* 10.131- 6063-TS ALLOY AND TEMPER 15063-T6 6063-T6 ALLOY AND TEMPER —27 F FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TVECO.LNIC. 02017 EASTERN METAL SUPPLY, INC. ............ BERTHA HVTm ion ShuSysm A.S.S.A. KV.AccordaADE#1 V//OR W/O RV.ttWMIerN BLAMte Americans Rrv.n. 0cscmp=N wr ok"11 By. Lx. ShafferTl4Shuffer Sysfe TILUT TESTING & ENGINEERING COMPANY TE oF Associcifton, Inc. I OLD 15-085 a7/27/17 GATE: 07/27/17 wz xw�xtk s'_S�30S.X%M-.'A G4ftD4.FIDROA 331rA Phone (205)871-I53D.F":(305)871-1531 4268 Westroods 0-i've 2 — DRAWING No West Palm Beach, FL 33407 3 ............. EB-OmV 9 4 17-107 'IaLWR X TOUT Jr.P.E. ROFMA U.f 44167 5 SHEET p g%7kE/DATE 2 OF 20 d ]6` c.660' 924• 1/a--2AA/ ,/a•-2D -DIE CAST .T«" .7<5' 2.2$3' pmt. FLAT tFJb T.R&K)ED =CNG a!lMf1 t A•_p ssS ESY1D PArTD 1 i. I Z;_4 ra ' - o, i SOMIcOIM 1 j all61itfD Pte sS"D P ap 'a Y TURNj 6'. „ !I aA fi.3,6- ' C bl. a.a a• RX K (�C-RWE `'((ONI A PLAT2fRm) 21 }IVCENTERMATEQ , + V OCS HV EGRESS LOCK QUALIFIED FOR USE V7/ W BLADE Q& to ONLY X22 HV FLO 1 C N 6063-T6 ACCOY Aatp TEMPER OUra�f,ED FOR US£Yfj tiV BLADE 1 & to ONLY QUAllF1ED FOR USE tYj HV QUALIFIED FOR USE t"!j HV 6063-T6 ALLOY A140 TEMPER - �'��J C M T BLADE OI & ONLY._ ____ _` BLADE (I„j ONLY,_ tiJAUFIEO FOR USE III/ HV BLADE t j OtSLY _z o`O.D. 18. 7<' 6063-T6 ALLOY AND TEMPERPLHEAD 17-" 2-; • 32' VOLD MOLDED TO d,0d5• ; $GREY! 1,75r _ t .360•AFTER RIVETING '� 9 v •„ f 6. A: n 1/4 _-20 X 3/4" OeTOS RIVETING S.S. THUMBSCREW 1/4-0-20 RIVNUTr L A � o I *<_ERr_s g<sa nittu_a!u 002d-n Auar3 uacE nA::cE twN 1 7.756 1 S.T G p I 82.1 SPEEr NLNSM PAT/0920.AS IIANUFACr D BY AVDEL PLAN FRCU7 ELEVATY-V s2ffi 'I4IV MALE "T" LOCK CENTER 1A EE - ` 45 f ' » n CHERRI'TE%T V PAhSIPPR !.T J�3LEY 07D�f OR EOIW.. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE tV/ HV BLADE 1 ONLY (2, HV FEMALE T LOCK CENTERMATE �' HV T LOCK HV ALTERNATIVE LOCK 6063-16 ALLOY AND TEMPER `-� QUALIFIED FOR USE USE QUALIFIED FOR USE LY/ C OUAUFIED FOR USE W/HV BLADE 0ONLY QUALIFIED E063-T6 U ALL Y HV BTEbDtPE ONLY Y!/HV BLADE r�,�ONLY. BLADE tD ONLY. 6063-T6 ALLOY AND TEUPER 1� ;5F'-- o l TttL'MBTUR.V o' L06 KEY CnMADER tYS3' d3 t 'Q (ff {-{\I'r�/�' GattftAER OR w -m; m .063 I W � .zta � -1 z,a• fo I n ry 3t' GENT R A E NO OC O Cid HF) CENTERMATE W/ LOC I G ROO 40 8 aI ,o.s QUALIFIED FOR USE Y7/ WBLADE i & 6J QUALIFIED FOR USE W!/ HV BLADE(�& tot I 4063-T6 ALLOY AND TEitPER 6063-T6 ALLOY AND TEMPER -ENT HD C I m m o VAPJES, 12•LmL QUALIFIED FOR USE W/HV BLADE 7 & 1A Vt•a-20 55.CR 3/P.•e-t6 t.t 6063-TG ALLOY AND TEMPER (SEE oc ad9 as As. � t,/2- D _ cyU; RN KEY .I n es'. ,.76"Mo+. LOCKING ROD© R1° _ v<a 4 HD LOCK �' J L..37s'o QUALIFIED FOR USE W1/HV BLADE I '3J 0-20 AISI ,304. BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER HV 318"0-16 ACETAL •--���" QUALIFIED FOR USE Wt HV BLADEO&& ,A L1 t5 INSTALLATION VALL REWIRE A 7/16'HDLG THUMBSCREWS �ERtES S.S. THUMBSCREWS j Q Q DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR.Vgyjj..l%N BLADE QUALIFIED FOR USE.W7/ HV BLADE Q FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone yt11L11 ��A.•T/l. -+ o2on TKTEEo.Imo. 02017 EASTERN METAL SUPPLY. INC. • IJ'M -- BERT E HA H TM .N� _ A ■+ ,■A■ Accordion Shutter System ■ I BLADE#i Wi OR W10 KV WNDW BLADE American Shutter Systems REV.w D€SCRV=I OAU ORA H By LC. TILUT TESTING & ENGINEERING COMPANY Association. Inc. t OLIO 15-085 7f27f17 DATE 07/27/17 'a 5355 R.W.3&.%.St.Sty'&4F'*"WcaNs'FLORM 33161 ,ay • STATE QI :r,. ' 4268 Westroads Drive 2 �� Ptroris;(JOS}871-1530.F9t;(305)87,-1571 DRA4ANG No G'�.'•.��— Q,:,�V�, a-mol;rt_O*.4ccM West Palm Beach, FL 33407 3 ,17_1 Q7 ES-0106718 , -V Cf��"•e•••••+_`U'1 lt1 nALT€R A,TilJi Jr.0.E. P.E. SEftt� ttT�fA lAE'jDATE FLaRnA L;-- ?44,67 6 SHEET OF 20 | POLYCARSONATE SOURCES FOR(9 i . d P*�v ISr-4-13- @ �* �'« �'� *NOTES ON HV LOCKS AND CENTERMATES• 0 e c 24 u v s r u `L`"f-a-L?' ,tea 1, �DATORY CONDITION Yt:ONE HV LOCK 2 tt SNAl.L BE U-EID AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �:� OR 12•ABOVE OR 6--1.,G17 2 OF SHUTTER SPPI�OR SPARS UP TO 105-.AND FOR INST TIONS AT ANY J l ELEVA710N. M/LCCK ar SLAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO OR 1n a CENTERIJATES V1/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S.u.S.LOCATION OF LOCK SHALL BE AS INDICATED ON O TYPICAL sHUTTER ELEVAMON. 2,OPIONu_CON17R70N ii:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 21 2j OR t_,3f MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q3i 1 r OR5#Wt BE AS Et.Y1,CATEO ON NATE 1)ASO�rE. LOCATION OF LOCKS SHALL BE AS IS'MT96 ON TYPICAL SHUTTER ELEVATION. CONOM -'- �/1 / �? IS USA? tVlfWO H.V. lOCK�)• LOCKING RODS 0 ARE NOT REQUIRED ATURRICANE POSITION, BUT MAY I II 4 �Oad�4a � " BE USED tF DESIRED TO ENHANCE SHUTTER PERFORntAtTCE LCCKi?{G RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONOIION M ONE HV LCCR¢�—g t 6SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a o AND INSTALLATIONS AT ANY ELEVATION.HY LLt�K $or @ SHALL @£USED As AN OUTSIDE OR INSIDE LOCK. ATTACHED TO t0 CORNER CENTERM[ATE 1.7/(2) 1/ 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.Two LOCKING RODS E x� AT TOP&BO OM SHALL BE USED.LOCATION OF LOCK SILALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALT_BE DETERMINED AS PER SCHEDULES SHMIIN ON SHEET 12. bx "SBg Hx�3S S.BM ALTERNATE TO EwAt:DATORY CONDIiQ4 ,j t@ Ofi Y R3R F:J[�LSYF+'A:FTR(C=1 CFNiFRMaTE.S O =sEl�da S 9$2�..:•ONE ALTERNATE HV LOCK 26 MAY BE USEQIN LIEU OF HV LOCK or 23 FOR ANY SPAN AND INST bZ CNS AT ANY ELEVATION.ALTERNATE LOCK Q�8 MAY BE USED AS ATN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/*-0-20.3/4-S.S. THUMBSCREW TO @i OR fj CENIERMIATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. x xQ,D- -�0-p'ro o=8 RNh'UT AS SH07rtN HV ON ER SECTION E,SHEET S.ONLOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t �f _$Y.S LOCKS AT 1/3 OF SHUTTSPAN. 111 EOR MWONr MOUMM ONE HV LOCK @ or @ or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR Baal/ 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9@'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCKY or or MAY Be USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED To @1 or Q SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LANG FLAT HEAD S.5. SEE END + I M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYptCAL SHUTTER EUVATIGN.USE OF LOCKING PODS �S W/ CauIEG7O11 t 1 OR(6 TOP AND BOTTOM IS COMPLETELY MANDATORY. ONIONS�L D r E H ETS.RILL It 11Y)t_. I *NOTES ON HV "T" LOCKS AND CENTERMATESSH Typ • . HEIGHT, �` k 3 OF CORNER a.-.Uutm a CENTERMATE 1, SECOND ALTERNATE TO MMMATORY CONDITION Q1 VALID FaR FNS c L{Q I,LN^rcuTrDMATES(%AND_. .-+ �ONE ALTERNATE HV-I-LOCK 00 MAY BE INSTALLED IN LIEU OF HV LOCKS IM(25 FOR ANY SPAN AND ca 4ic, 6 7 ca$ 'R 10 •IJ�a' INSTALLATION AT.ANY ELEVATION.AL16NATE LOCK IFA AAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF LOCK OT!INCLUDES USING REINFORCING LOCKL���/''7 ,AS SHOWN ON SECTION HVG. SHEET 9.WHICH MUST BE T O.; a qQ)t co • ox CONNECTED TO CENTERMATES @ AND f W/ 1/4'0-20 x 1 1/2'LANG S.S. THREADED BOLT W/7/$o x 3132' O �./h1'ANGNUT OR W/ 1/4'0-20x1-S.S.M.S. INTO A 1/4'tlx 5/8"RN7{UT._,,CCK MAY BE INSTALLED AT MIDSPAN OR 12- 118�' MAXIMuM ABOVE AND BELOW MODSPAN,USE OF TWO LOCKING RODS a$TOP AND 8OT0td IS MANDATORY. F_5'-@8)ae CIS-C8)—@ C oa sQ•408-@-0aats"(5)wt21• * O 0 LOOKS & CENTERMATES : I, FOR CENMMATES C' :ONE ALTERNATE HD LOCK(a) MAYBE USED IN LIEU OF TYPICAL 11/ HV BLADE SHUTTER ELEVATION. W LAS I� 'LR Q� ANY SPAN AND INSTALLATIONS AT/_m ELEVATION.ALTERNATE:HD LOCK i�4 MAY BE USED AS AN INSIDE OR Ou1SID I=.ATTACHMENT OF HD LOCK t- T4 a IS W/3 18 x 3/e-FJL.SS.M1S..AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HOB-N AND HDC-MC.SHEET 10.LOCK MAY Be INSTALLED AT MIOSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAL.USE OF LOCKING RODS 5 U COMPLETELY OPTIONAL NIj777rrrrriiiy�� FLONA D[ CODE(Non High Velocity Hurricane ne .......... �j.�` 02017 OLTECO.INC. X2017 EASTERN KETAL SUPPLY, INC. `' •2Z ��+E�✓Str •.``9: BERTHA H TM Accordion 1System . � . " A.S■S A■ iV � R W0 V.WN American Shutter Systems LTV. DEsmwnon DATE IOR"M By. LC- TE TTI.L.IT TESTING & ENGINEERING COMPANY 9 TF F Association, Inc. + OLD 15-085 71zTt1 oA1E 07/27/17 .• / $ Ma cm5 305,%IRC n cn>D:`s'F Dt M 33, 4268 Westroeds Drive 2 a -MM Pbxe:(305}97{-1530.Fox:(305)871-1531 DRAWING No t 1 e-mcD tiBecoDaaLcun West Palm Bench, FL 33407 s 1 -107 TER A.DTILU,Jr.P.E. 4 P.E. SEALJSiGtTURE/DATE Ntoc uc./441t7 s S5 S OF 20 NCRETE CHORS POURED CrUCRETE D FOURED OR;NkC!iG`E SL= F�(E`E.C".NEDUI ON 111.1.R�- CO!JDZM— REQUIRE0 CONCRETE ANCHORS -It/1/4 _(SEE SCHEDULE Oil SH 'M 13) NUTS 0 12 (SEE!i�ODLUE Cri SHEET 13) 12 Lit C14� VACHMIE SCFEAS List* 1/4- 1/2 /7" 12,O.C. -20 NUTS F 13 at 5 I 15 E, —41@3 at 15 J. 250' E-0* A �250*Lo.. C.-0-,I OPPONAL DONAL U41.SEPARATIC TO GLASS i- ---OOR q" SCO-EDULE Oil SHEET 11) EXIST(fir 4 cuss--4 WIL,SEPARATOR TO tLA-S-5 —(SEE SCHEDULE ON SHEET IT)— EMSTING C`ASS-7 OC HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION HV WALL HEAD---- 4 + KEYSTONE UIN.SEPARATION TO CLASS E)OSTWO (SEE SCHEDULE ON SHEET 10— CLASS Exrsua OR 1 I UTL SEPARATION 0 aASS MM TO CLASS wwa I , SEE SCHECIJLE Oil SHEET 11) 19 on I OPPOUAL r,57 @OPTIONAL r r,01 ED CE; 13 A 1/4'0-204/4'SS. Ss.PH;LLJP-. Eo� PtOLLIPS TRUSS W-90 t MA-lw E SCREVS USING (SEE P. CONC ZTE ANCHORS TRUSS HEAD MACHINE SCFMVIS \-ce'sCRETE AuCRORS '^-120 NUTS 0 12'O.C. SCHEDULE Oil Vl/1/4--20 NUES 0 12-O.C. POURED SHEET 13) (SEE sclrzavue 0:4 S�r—T 13) Min. OR C04CRETE 12LCCX POURED CONCR�E d Fr-MRSO OR CO.WRZTE BLOCK 4CRCTE ANCHORS REWRED POURED CONCREEZE SHEET 14) HV WALL SILL INSTALLATION (SEE SCHEDULE ON (�)HV WALL SILL INSTALLATION OR CONCRETE ELOCK WALL REDUAED HV WALL SILL INSTALLATION flaTE FOP .1 INSTALLATION DETAILS W I-SEE SHEET 4 FOR rYPICAL SHUTTER E-O�-EDGE O'STAt SEE IMITATIONS OF USE FOR A 2-VOUNT94 SECTICUS CAN BE COL—=VED ON SHEET 13) e (1) H V BLADE SIEPELY (SEE SPECIFICATICIIS SLAD (CA)ON SHEET 19 I I — IN ANY WAY TO SUIT A-SY 315TALLAMM ji 6 LD11 COBE(Non High Velocity Hurricane Zone, -1okkk FLORIDA BUILD11 .... ... 020il?EASTERI)F."LAL SUPPLY.INC. 02017 TILTECO.ENC. BERTHA HV7M q Accordion Shutter System A.S.S.Am iL E Kv.MAIX#1 W/a?W/o Kv.wMw MgE 'C American Shutter Systems :ILV.N, DESCRIMIA DATE OR"!$ - TILUT TESTING & ENGINEERING COMPANY TL17ft�-17 1, ms' ,�A CAF.0:te�FLMCA 3316 Association, Inc. I OLD IS-085 37/2711 VIM* OR 110, 5.—.. .... ......... pw.:(305)871-1=.F.,:(335)871-t$31 4268 Westroods Drive 2 DRAWING No % --l-tul�00..a'— West Palm Beach, FL 33407 3 EB-0006,112 4 17-101 ViALTER A.TMUT JIt.P.L FLORTEA L;1-f 44167 5 SHE;-:T P.E. Si:AL/SZNATURE/DATE 6 OF 20 y C (SEEI OREXISDtaG ✓ L=10 MASS io-wmc wr SCHED-E=--T 13) to aim OASS EXE a a,Sw q -to —,AaZF ExjSrLNG I111001: O-ASS E "IG XIST, ANCHOIYR ICLASS LOCATION #10 3/4-HE ER HEAD EAD 0 12'O.C. SLAB IF trN TEV Sc,"Flys POE cr 3/81 mrL CCIICRETE ANC40AS • n""'C'ea (SEE SCHEDULE ON SHEET 13) EXLSTClG EDGE ECCE OF LAS IF DT— APPUCAUE iin v APPLICAS-Lt Im Upxp--Y�4 --LED FLAT WAD CONCRETE AUCHORS to QAS$Oa APPUCAac POU E.D.-= CONCRETE "M J ZFILAT HEAD CONCRETE ANCHORS 14) %Dcwx C.9 UT • CMXR. (SEE SCHEMLE ON SHEET go" POURED --(I)OR @*COncRUE --------E.M-- (SIX SCHEDULE ON SHEET 14) @ TRENCH INSTALLATION_ VAIJO ONLY FOR UP TO +70. -75 PSF A.S.D. (J)HV WALK—OVER INSTALLATION OCC�IGN PRESSURE RATING &FOR SPANS PER (Q-) HV CEILING--INSTALLATION 9 BY FLOOR INSTALLATION t SCHEDULE 13,SHEET 11 7 (S--E 9c-MULE ON 1/4-0 aw stx�x moo,=.=CA I/ro pa-us EXISTRIC IV— 1 EXISTV13 =C,to FASTDiTRS TAA-ER At=-:W,W/ DAY_ GLASSaL4SS �(x O"ASSr rayo ruu to iwcu.Qaa:�-r 0 IV C. Ki sriLMM1:as x[r If) DFOR UP TO 61-01 SPAN Atm e-e FOR LF TO 8`5 ` APPLY --&EkA!fT C4,111 Mll.-114 (st,fox t CAI j LOY i OR @ 00-3/4'HEX CONT.SEALM WASHER HEAD I ,,-TEK SCREWS I I I / f,.-N I M I V 0 12*O.C. is — i �":, J14.3/4- NEX P.M -20x3/41 5`5 us OR i( COS'CPE7E #11 4-SD.S NEITS TEK ECRU*©9^a.- 7 12*OX. -if 16 Lj Mo. 1/4 -20 S.S.U4. AhTHC 1/4 (SEE SCHEDLtE ON 17 al IVJT 0 q*ox. rwolz Von 21144rup.11, SHEET 14) N BALL TRIV(VEOCRAME 17 418 ------- Ell L@oR @ 1/2 8 E.D. sari SLAB Ell F 114Xl/4'CK S.O.S. • IrL:-17/3'--1 7/s- .1 Ap 9*O.C.CONCRETE AVCKORS SEE NOTE 19b) L�'+ NOTE I (SEE SCHEDULE ON ON S;;n I ED MACRErE SOURED CONCRETE— ON SHEET OR CONIC BLOCK SHEET 14) OR CONCRETE KOCK C 4,nV.M_j POURED-MD REQUIRED RECUIRED @)KEYSTONE MQ%6TIV!?�!jK�LLATIO (�) HV WALL FLOOR INM"TION OL HV WA WAXI"AS-M CESVI FPX55LJ;7� cair_-M LL WALK—OVER INSTALLATION VAMWU SHUMER SPOT W-Or (9)�E"I"D V RAINGUARD INSTALLATION t sm t THIS ItWAI.LATION SHALL 4-.r,'AT4 CF 4ICTIONiz RVJaVABLE V.HEN ElircRuto LAIRAMOUS OF USE FOR E.D.-EDGE O,SWICE p (M SPEOP1CATIONS Off s"ErT 13) AOLIACENT TO AN OPTERAMC=W ♦SIM I-SEE bVEL7 4 FOR rMIM THUtTER OR ENFPAqCE BLADE CA ON SHEET 19 INSTALLATION DET Tj AILS W/ H V BLADE ASSEVIELY I I 2-VOMMir SECTfaiS CAN BE CCLIWIFD IN ANY WAY TO SUIT AN A. FLORIDA BUILDING CODE(Non High Velocity Hurricane ZoneTTI , *T ......... .. 02of7 TILTECO.INC. 02017 EASTERN KETAL SUPPLY, INC, BERTHA HVTfA Accordion Shutter System 1r T OT—�qo ,INC. A.S.&A L E 0 KV. RME#1 W OR WIO KV.WNDW IKAX American Shutter Systems !IV.No OCEMPT1011 DATE MYM GY. LC, ct. TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-035 37/27/1 OAIE, 07/27/17 % 6355 ILM.Uth. — St-So�X&�-CSA GARODIr,ri'mok Mia (303)671-1330 671-1WO.F-:(305)b71-153I 4268 Viestroads Drive 2 DRAWING No ...SNI:- M.3:Vit-0-1— West Palm Beach, FL 33407 —3 [EI-MV12 17-107 WALTER A.71LUT J,P.C. 4 ............ SHEET P.E. SFAL/SIGNATURE/DATE 7 OF 20 SEE END WALL CON TION 0 ILS ON SHEETS 0 Ac 18sm"OrEs oN Lac"' w Loam o T �� IN j—EI15rr.t tis INSTALLATIONS W� HV �,�B R� �' ®v�;a MR ALL BLADE W HV CENTERMATES CE1rtERkAVE_SA!A,APPLCTVt A-r„+PLAaEQ . 11 QR T SFE cIND WALL CONNECTION t0•it s t�7j•� �•�� FEX1STwG GLASS DETAILS ON SHEETS 10 dE 1 ( 2'x2'.+/8'•0'-2 $�"L:/w)d•I3 w 19"�5 3 t/{" 7' 6 1/2' 7- ---(caas-Te tcta4 Accu.__ _--- OPPOSING ! S MMETRYCAL A+c�yr/0) +{ra TorcoU 1/2- ca©,® - --- - A CwJ 3s o cprrcrE C�rfTERMATES t CEN RM2AFES`rte—— wut.sEPrPnT{oN - — (s)�1aA1/z(Tov/IIOTroL�EI { �� g+a"oc uutEacttrx. 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Accordion Shutter System Itv RAM#1 w/OR w/o Itv.varrroovr BWOE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems at:SCRt_C8s 7 DATE LC. •'@ > Association, Inc. r ow 15-Oa /xTlt• DAM, 0 07/277 /T7 '. �,.�••. i�Ctifl�:'�t a� 11 w.tl'.T st,&a.3M rj=T M u Gb0.ov's.RCRi! Ft :(305)871-1530.Pcc:(.105}871-1531 4268 tVestraads Drive z 63DRAWING-No- lt t L \ 111 o ®-,,,,;1;a'temcaolean West Palm Beach, FL 33407 3 0-4006719 { ,�?,_,I 07 L ' u/ NA �•�©E1't E r WALTER A.71LUT Jr.P.E. ''�•r., ,rp1'� rLoaOA Ua If 40167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK _94 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 . a9 & LOCKERS ah Wfn HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 X 18 INSTALLATION 1 HV BLADE OUT IN ��oc"uAz p�s�,$„�cacA1E0 a, ,e Wf HD CENTERMATES t5 4M -0`tPERStl.FLOAT=SIAM MAX FEO-MYf1. t�m>�aa6•Om g�o 10•®•" e.DU.T®CN TfcS Wu.WY Er US¢D u'f]N M5 AL1EAlA. C.•Tf1N, pTA1 M,G$-0^'"1Nrs,Ker. SEE END WAL CONNECTION I �10•®®®•® ©-�a DETAILS ON SHEETS 10 8. 18 ---- - - I .©•O•®m©•O•®- _ 2•u-.1/A-47_2 O•�3m®•�� •Q cc 18 anon wna. o l •® 55, r 5 x Arr•1.0 w/( 1/4•.Hutu, t Ane s to caNterrE ----------- !.)p0.1/2'sns to nEE i / ims/a-S. o u. ----- --- ---- a(X71 AK.IL(ITP) r oc ruu u2sv. # I N (q N-v. FIN— (+) e 30 HV T" Rl.S(lYp.) t 2/4. '.s(IYP.) LOCK (INSIDE) 1 — aW�) � l ---------- — — — — — — II -© 2 291, 1 :5s Z��" 3OUT 31 0a 2 I 3331 oa©231 ox 32 31as 32/� 20 x 1/1/2" S.S.M.S. 4 3 * OUT (�4) 13DC—HVC SEE NOTE a Fuse+rr L0u1(�, * W 7 86 x 3/32" WINGNUT. (ePlaruU HDB—HVB T LOCH.ON 9EEr 5. SYMMETRICAL HD CENTERMATES g HV "T" LOCK (OUTSIDE) SYMNETRICAL HO CENTERMA7 S .t SERIES Esu aWW" HVG* W/ LOCK (EXTERIOR) W/LOCK INTERIOR) (2024-r3 Auod U=E nAm-Hui �m®m©•Q7 m�10•®m SHEET IAACTUR P/A7(CEL A5 VAh'UFAti 9PP ".AVCEKEW 6 Cr l a TCYTOFN,PAf61PPE1ff,KEW iEFSEY 07054 Cil COUAL 6 •O•©m©,O•®m S•�8a1©•®m©-®m 3 N:` *5r1�v>R w snc,c,c coup a by 1v.�a1 tsas7 5 maaaa norms eva®cnua. co-wri s van rem aA cvclrrFrA:rs A r4v.s.t ELac O VZI HDD—HVD's FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' +• ' . c2017 1a1E(o.IM 02017 E/STERtI uErAL,SUPPLY. 1t1C. 1�1 ;•, r/9� BERTHA H Tt.+ 0.4 S $ A Accordion Shutter System L E C o NC. H.V. BADE#1 W/OR W/O H.V.MINDOW BADE ' ATYIedcan Shuffer SYMMS tv.14DESCRIPTi01a DAM ORAATI SY, L.C. Dom:••• / TIWT TESTING & ENGINEERING COMPANY Associafton, Inc. 1 OLD 15-085 j2 L aA7c 07/27/17 Y E35s fi.x.36tH,U-r.355,v:=a CrxA1c F[[aM 331 DRAWING No •. 0 A.:' Ph...:(305)871-1530.Fa::(305)871-1531 4288 Westroads Drive 2 'L e.-o West Palm Beach, FL 33407 3 17-107 - .../rI/ail�jl WALTER A TILLIi' ',.P.E. 4 P.E. ROROA Lc.!14167 5 SHEET SEAL/SIGNATURE/DATE E 9 OF 20 RED CONCRETE ___PIDURW CONCRM. POURED CONCRETE OR POURED CONCRETE ORVCONCRETE _� _ OR CONCRETE ...-.— — COf:CRETE BLOCK WALL BLOCK CONCRETE .._�.._ BLOCK YJALL REWAEO BLOOt MALL REQUIRED REovRED ) BLOCK WALL.REWIRED 3 EXISTING GLASS "-Enst+N0 GLASS -(j f 2 fsrt. EXiStltx..GLASS CONCRETE JwCttOR-) ,f�E.KJSTING GLASS -r- - •✓f `� _ (� j O 16`O.C. I I `..� 1. j 1. -Z_ 2-}rJ- {I V.'J.SFFeAA-t al �_'__ TO G'Ass M M.N. EPA;DGN + ' . I taH 9'SS(6 OfJ 11 FOR CNS 9 SCFWc SE ON s5'Tc SS(SM1 +I TO Gtf SEE EO EO, TO SES(SE£ it FOR f§O=�FIU _ , !! Sl?fMI.E LTJ S�"Ec 7' 1/16'.3-M.A%. ON SS kw 19 ECR 17 RR BLADE p.Rt.D i � .i� sCkEL1AE Cil 9,FEf 11 FOR t3lJr()AND (6003-76)Cour. Ot'@ / -ON sw 19 FOR t/2" / SON 944 to FOR .al SKEET 19 FOR ALUM.CLOSER � Ii t 1--•.". if4siDE`:..7 F1.52E. (LOCATE 1/2' Q� ` E1�0E5©6.@ -- --- -- ; AT EITHER$ME LRJ'! k I G€s)-i J2 ia1N. 1 7.. f ! 7 4 U5E 1•OR z"MAX. ! „310zifz•S.M,s. I (AS-APnV3LE)rz-=t/a•.9'-Y- -- J11011/2'S.M.S_� /" __.___ 0 16-O.C. I __.- _ y �a ALUUINU41 CLIP ANGLE - s 0 16"O.C. . t f� f (HOci3-r5 AL:.BY)AT AfIDHEtCRfT l �J- (17 �to.t/2's.vt.s. TO -- 4 -� (2)1/4-0 TAPCONs uxNORs ro f`^ VAL.L AT L-O.C.(LOCATE AT SEC DETPJL K F • ff slo£couczcrro:a 1 dR 1� F�rKER gDE OF(q) (DOR (1�A i OR SEE D£DNI E FOR dR �• I TO TRACKS SIDE CONNECTION 1 �o•6Q•Q7 w© 10•�o SEE DETAIL K F 4 6 7�*8 10• )o• TO TRACKS a 6• 7�8 f0•U� 18• SDE CONNECTION ®°'l.J'�°'© 10•�y m 1aP�aJj• 9©©°' 10•l�sa© ©"��^• 6 0.d d'©° To TRnCKs Q a-�pQ o @_ 6'o ®•tQ'�O.O•fl� C7•U•��O.O'k��' �•®aC�•�m®•®w a e ©•`V°.1(�•'!✓"'l J'®°` �J'�°'©'�°°Ug'�j°' Q8•�a�•�e+1�"�o°�-"K7 gQ•�8 m�.�.a 1�e.�s�•� END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL a END CONNECTION DETAlL 2Q i REOIAREO ONLY FOR SPANS GREASER TN:aN 12"-0- POURED CONCRETE OR MSTING �„-E7J26TI•JG GLASS / CONCRETE BLOCK WALL GLASS --_..._-.L_L • � / REQUIRED -- fIJH�SF'AWLY7 $!0+1/2'S.LL __________.` •!- _ TO!.BASS }:£ O 25"O.C. tCfiP,tPATi11J ��-�--_� --__ SOOMLE CG 9-E�- \ TO CRASS(5E.' i ___ ___ __ _ "..-__------ `6�OR®ORaOR t1 FO4 EiAA£pAt� CC::CRc 1/2"MIN• SU�Dt9.E ON St ,T 1 �i Off SEEET a9 FOR AN o 11 FOR ELAOE 0N'D V I _ ,. 1@ ORC�3 0R t OR� CONCRETE ELAXS p&@ 12"O.C. - rRd SHEET 19 FOR v�CJ L_ ,. JT __ ANCHOR _•—_.( I ` EO rJ BLADSp&(9 I — -_J --- 04@ 6 16" _'� /2'µTL �.`1»� ' 4 2'PAIN. 2-Url. •ED SCC Ux AT101L5 OF USE FOR VIEW Y i •-- GLADE(9 off WEFT 19 @OR@GR(gOR(DOR@ !. S do &N — f J I DETAIL L POURED CONCRETE OR ' OR ��yy �4�Q6 Q�a 10 �� _ Cha 6�. 7 a a G• END INSTALLATION CONCRETE BLOCK WALT •®y,©,®;R.r�,rtna 6u®w�•��•®°• REGURED 1'✓ �LJJ ll�J Q'Q"©sO•Q' A wBLADE OR 1I A) HV WINDOW BLADE INTO a p.�,a�•�ap.®o CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAt ,l'rt •_ NEC DETAIL© FLORIDA BUILDING CODE High velocity hurricane ZEJa� N ` LL •••-. "C ®2017 EASTERN METAL SUPPLY,fur, �CN C2017 T4.TECo,WC. C ' j� AA BERTHA w ` � i�E C O� �i■ ■ ■A. Accordion Shutter System American Shutter SystemsHv MADE#1 w/OR w/o KV.WIF[f0@/MADE TLLLR TESTING & ENGINEERING COMPANY Y REV.n OEscRIPnaN DATE DRAM 9Y; L.C. ' + Association, Inc. 1 CLD 15-085 7/27/1 PATE: 07/27/17 riff.ism.n,Sm._ns.naso sago—Ltti90A a;�. DRAL7ING No �. Poo :(305)871-1530,1-;(aos), I-1531 4268 Westroods Drive 2 - �+'O . ....• o a:0;�coa-L-m West Pelm ecoch, FL 33407 3 17-107 SAL LI 173-O00019 • 't. 11t WALTER A M.UT:r.P£ //I/Irl•'� FLORVA U,_1 34167 5 SHEET P.E. SEAE7!SIGN&RE/DATE 8 10 OF 20 it SCHEDULE 91 SCHEDULE #2 SCHEDULE #3 &OAXWM SHUTTER SPAN* "L+" OR -L-- VAXIMUM SHUTTER SPAN* 'L+" 1%XIMUI% SHUTTER SPAN*'L+- (ftj, FCR lfz-,AL1AT)0nS VI/ OR -L-- (ft) FOR OR -L-- (ft.) INSTALLATIONS IISWAI I ATION LEGEND CON (1)L+;M.AXIAUM ALLOWABLE SPAN FOR A Wal itismaLLAncNs w/ SYMMETRICAL CEWERMATES CRETE & WOOD ?1/ ONE HY. I= 24 or 0 or Q cr Vw/ ONE HV LOCKS MANSORY POSITS A.S.D.DESIGN PRESSURE RATING. 7rr.; _L % IV/0' 1-10 LOCK (9 Idl NO LOCVJNG RODS or ONE L-i SPAN FOR A GIVEN NVATNE 1110 LOCKING WALL D. C, D, E. M. N, 0, P. 0, A.S.D.DMGTJ PRESSURE RATING. VI/ NO LOCKING RODS 7 CENTUW1A1@ 28@ 29 Vil ONE ODS MOUNTING F. K & L R, S, & V. HZrr LOCK 30 WIFIVID LDt@K UG (SEE NOTES t tt) I ym.1)FOR mwxwxGull (2)PROCEDURE TO OMRUINE MAXIIJUIA SPXI FOR RODS 35 TOP &I 6711OVtJSEE shm Z) FLOOR/CEILLNG G. H, I, I1, J T. U. W & X WALL MOUNTINGS(TOPISOTTOM)OR FLOOR/CEILItIG: imw- m-sr-iLArms 0 COXCK11E . MOUNTING Cr.VJ A POSITIrE AS,O. DESION PRESSURE RAVIG, -m PC= NVALLAT)ONS primp"M FIESS�- WALL MOLRMIG MEs- DLIERV.lNr WAXIMUM SP94 "L+"FROV SCHEDULE. ""No UCUMI: izxT= & mmo Flock/mma vOu=mi; Gnr�lf A NEWAIIE AS.D.DESIGN PRESSURE PAIT95, b"1 XG (p.o) FLOOR/CWIG MOUNT= ('s{.) M - DETI5,-JJ,X-WyjjUM-SPA.*I-'L-!-FROLA-SCHEDUUF, C.Cot t1wRL9.1 UMNITING TT -w-1- 04 1 L-W 0 INSTALLATIONS M50 WWO SHALL BE LIMITED FINAL MAYIMUIA ALLaigae Sp9f IS EOUAL TO THr LAXIdNM SHUTTER seals'!+'flR•t'FGR 170-F;tLMZ I w-0- t6 0" I Is7- -30 161-01 161-0" ZO 16,-Cr W-01 105 psi.A.S.D.Cr V4 PRESSURE RATING. IAmis 1. CETEM.gNED SPAR EMtEN'L+*AND 3-5 15r-2- J 16!-rf 35 14*-10* 35 15'-2' I6'-15- (3) OCCOUlIX 10 O-EfErWitIE MAXIMUM SPAN FOR 40 13,-' 14'-2' 15*-2- 40 13*-10* IX-10" 40 L4:-r Wna:_ V COVIIINATIONS IN 8 MEW WALL 110UNTINCS 45 fX-4- 14*-3' 45 13*-1- 13'-1' 45 Hv CORNER CENT Y-�r - 14*-3* ERVATE 03 MAY BE USED AT ALL Vl/FLCOR/CaLmIc VOUNTINCST '7 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 2,_ -io iV-S" -i2_-5- 50 12-V 50 17, 13' 55 1 1'-W )I I'-Ia' 12'-1- i2*-I1- 55 W-10* W-10,- 55 11'-1, SHALL BE AS INDICATED ON MANDATORY CONDITION 92 FOR A G%0J POSITIVE A.S.D.DESIGN PRESSURE 60 11"-4, 1'-4- I V-r 12*-4' so 1 V-4" 11,-4- 10--2- %a'-I I" NOTE#5,SHEET S. RATINC: DETERIAVE L1+ - 25— 1V-1' IV-11" 65 IV9"-5' -10" Io'-10' 65 -LO 10-1- - V.AX. SPAN PER WALL WOUNTING IVISTALLATOUS. -I 70 IV-S" - 114-57 70 IO--r 10'-6- 70 W- 9--4- Lz+.MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 73 w-4- 1 75 —Ioi-i- 10-1, 75 1 tt EXCEPT THAT UAXMUM SHUTTER INSTALLATIONS. 80 IV-0- 101-9- so 9-10- 9-10- SRAII"L+'OR'L-"RID LWTJ=A A.S.D.DESING FOR A GPIFII NEGATIVE A.S.D. DESIGN PRESSURE 83 9'-5- 9-9- lv-s' 85 W-V W-6. PRESSURE RAIIIM FOR INSTALLATIONS INTO CONCRETE Rikrl IG, -i� q--r V-V, 10'-t- so V-31 - OR CCNCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DERmuc- -3- 1 I- CONNECTIONS TO KEYSTONE MOUNTING Lt- MAX. SPAN FOR WALL VOUNT114 (NSTALLATIV4 98 w-o- I 9'-9' 9-2- W-10' 95 9' ' LIMITED TO +64.-72 ox.f. AND 8'-0" SPAN, SEE L-� . MAX. SPAti FOR FLOOR/CEILINO IJOUNTEUG jai) 87-01 6--4, V-T 9*-7' too a.-,- MOUNTINC&ON SHEET 7, INSTALLARO�15. ---14.5 a-7, -r-it- W-V W-4- 105 8--7- 7'-11" BETWEENN 110 -r-r F-F 9'-2' -110 V-47 7'-7' MIMULIA FRAL VijOUUU ALLOWAEr6e SPAN ISS EQUIALI 'L2-- TO THE - 115 a,.,. 7'-S' 6'-4' W-11' 115 8*-2' 11-1. SEPARATION TO GLASS SCHEDULE 120 8*-0- 3 6"-i I' 87-2' 8•-9- 120 8'--a' W-11' J41 130 to AtICHOR SCHEDULE WITH FlIffit V".11AUM 125 7--,Cr i i-67 1-25 -7--10- W-8. ALLa.11ABLE SPAN AnO r4EGATIvE,AS,D,DESIGN PRESSURE RALU?:G TO CETERIIINE MAYMIUM ArCHOR 130 7----_ 1-30 r-8- WIND ZONE MINIMUM SPACING.- In 7--7- 7'-9' r-9, 135 -1--7- 140 7'-s* TI.' 7'-r 7'-6' 140 7--5- ASTM E-1996 SEPARATION 145 5,_S 7*-S' 7*-3- 145 7'-3" TO GLASS 150 7'"' 7*-0* 150 7'-2- 1--7- 155 7--0' d S•-V- I r-2- 6•-9- 155 7'-0' 5'-5- 1 THRU 3 G,-11- 1-2' 1 r-t, 6,-r 160 W-11, 5--2- I55 e-lor 5-1, 16 6-10- 5'-1" 170 5'-2- 170 61-9. --9' A'-11" 175 V-r 4"-51 6--9, 6'-0, 05 6*-7' 4'-9' 1w 6'-6' &--F 5-10- ISO 4--8- - HV BLADE 15 6"-6, 4,-6, 6'-7- 5-8- 185 6"-5- 4'-6" -75- 4-5 ISO e-5- F--6. ISO 6*-4' 195 95 V_5 _r 4' '00 C-3' -1 L2 FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone' er 195 6. 2w V-21 1 4._r 6�-4, 51-3r 200 6*-r 4--2- -W:�--7- 5, -4 1,),% 02017 TH-TE00,No. 02017 EASTERN METAL.SUPPLY,VC, Eiy BERTHA 11VTM Accordion Shutter System 11L1EC01"C. \ A.S.S.Aw PLV. ELAM ji VI/OR W10 KV.WMVo ME F— American Shutter Systems usaAmn VATC emit ey.u. /Lc- C TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 07/27/17 . C I OLD 15-085 17/27/1 CAIE; 4268 Westroads Drive 2 "e.30S.�="GAMMM FLCACA 331C4 Vnsw. Pin- (305)871-1530.f--(355)871-1$31 ............. -11:0.60..,.ew West Palm Beach, FL 33407 -3 \� EH-09067784 17-107 ALt 00", wALTM A.TTLUf Jr.P.C. RE/DATE FLORIDA Lic.j 44167 5 6 SHEET P.E. 11 OF ;L0 (;gtn. [)M AtaCHOR* SPACENG (gyp,} SCHEDULE FOR A GNEN MAX SNUFFER SPAN. ASD DESlQN NEGATT4T PRE 1011 Q_T�dG ANDA CORRESPONDING MOUNTING"TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENpinrx IN 116D PO CONCRETE 1lolrm::DS A.8,G D AND ON M.6) POURED C[R4CREIH CONCRETE 8t.OGC TAPCON OR Aj4:ALt ldOLth`fiYG A I•lALL HEADER ttOUttTO.Ti IVALL tiFAC£R 14011NTIhC D WALL d%1101ttMNS WALL SILL!OUt4i7NG (g)&(F)WALL itFJtDER/Illi HREADFTAPICON RMVATADVANCEDTECHNOLOGY W/ W/ 4 W MOUNT040 THREAJ)FOR13 TECHP)OLOGY {it) .>)�i21 r~anz:F 9h139 45D.»to AM Pi.El'4L+S u];E 45D.o-s2e n�unE F tuT7tD sH ASO.OarT(�rs3s�F.w Lis Pri3s ASa.c4Yt771rstlrE ah sww:s wa:,c ASA p:a01 sgc E FckSs.:.T aurr. ALL POINTS SOLID-SET 30 140 co 75 90 12D 760 205 30 40 FA 751901120P116-10Y05 30 4016017,5190 120 160 205 30140160175 90 120 IED 245 34 M fi0 75 90 120 160 205 3 40160175 90 t20 160 205 BLUE TPP t4 t2 Tp 9 B 8 6 6 14 t2 t4 8 8 8 6 6 t4 F2 t0 9 8 8 5 6 14 12 10 9 a 8 a - 14 12 10 9 8 8 6 5.5 8 8 8 a 8 8 7 55 3-0^ it 12 t0 9 8 8 6 6 14 112110 9 B 8 6 6 14 12 t0 9 a 8 6 6 14 l2 10 9 6 8 6 0 14 12 10 9 0 B 6 6 a B 8 B 8 8 8 a TAPPER+ 0R . 14 12 10 9 a a 6 S I4 t2 10 9 a B 6 6 ft 12 10 9 B 8 5 0 14 12 10 9 8 8 B 3 14 12 10 9 B B G 0 8 a B a 8 8 B &5 14 12 10 9 s 8 6 -FIN. 72 10 9 a a b 6 14 12 10 H 8 8 fi 6 74 12 10 9 a 6 6 - to 72 10 9 8 8 6 6 a 8 8 a 8 a 8 T 14 12 (D g 8 8 6 4 14 12 10 9 8 1 s 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 7 5.5 - a 8 8 B 8 7 55 < <-G• t4 42 t0 9 8 8 8 4 74 t2 70 9 8 8 6 6 I4 12 10 9 B B 6 6 14 t2 10 9 8 8 aS �- t1 i2 10 9 8 8 6 6 B 8 8 & 6 a 8 8 14- t2 10"9' '8 -8- 4S -^ f4 12 10 9 8 9 8 < 14 12 IO 9 a 8 6 6 14 12 10 9 8 8 - 74 12 10 9 8 a B 8 6 a 6 8 8 0.S 5 14 12 10 9 a 8 6 4 t4 12 10 9 8 8 6 1 6 14 12 t4 9 8 a 8 0 I4 12 10 9 B 8 - - 14 12 10 9 B 8 e' a' 8 B a a 8 -7 SS - (4 i2 t0 9 B 6 4S ^ t4 /2 t0 9 8 8 b 35 iS }2 10 9 S 8 6 6 14 12 10 9 75 - - - i4 12 10 9 75 5.5 - 8 8 8 8 75 5.5 4 3 SEE ANCHOR 5,�. I4 12 t0 9 8 8 45 - f4 12 t0 9 a a 6 35 14 12 TO 9 8 8 6 6 14 72 10 fl 8 7 - 14 12 10 9 8 a 6 - B B 8 a 8 6 8 a SPECIFICATIONS 14 12 10 9 a 55 - _ t4 12 10 9 a 8 4,5 - fi 12 t0 4 9 9 d S tt 72 10 9 a S - - td t2 10 9 $ 7 a 8 8 8 _a J 5 < ON t.HEET 13 14 12 10 9 6 8 4 - 14 12 10 9 8 8 6 35 14 12 70 $ 8 8 6 0 It 1Y t0 9 8 - - - l4 12 10 9 8 7.6 - B 8 8 8 8 75 93 N 12 f0 9 8 55 3 44 12 t0 9 8 8 45 - 14 12 10 0 8 8 6 6 14 12 " 75 4 - - tk 72 95 1.5 fl.5 3.5 - - a S 8 7,5 6.5 45 3S ^ is 92 SO 9 6 55 - - 14 12 f0 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 10 9 e 4 - - 14 12 10 9 8 B e 8 B e a 6 a 8 75 f4 12 10 9 8 3 - 14 72 f0 9 8 8 14 12 10 $ 8 8 53 35 i4 12 YO 9 4.5 - - - 14 12 10 9 7.5 4 - 8 8 8 6 75 55 4 J 14 12 10 9 8 5 t4 12 i0 9 a 8 4 ^ 14 }2 10 0 8 8 6 55 I4 52 IO 9 5 - id 72 10 9 8 4.5 4S - f4 12 10 9 S 4 _ 74 12 10 9 8 65 3 - 14 T2 10 9 -2-18 6 14 12 B 45 - - - - 14 12 a 6.5 Aa - - - B B B a.5 5's 4 3 ?,�^ It i2 1D 9 8 4 - 14 12 10 9 8 55 3 - 14 i2 t0 9 a 8 6 - 14 12 10 9 6 - - - 14 12 10 9 8 7 - - 8 a 8 8 8 8 75 6 T4-r%2-12 10 9 45 - - t; 12 10 9 8 { ^ u 12 70 9 8 7 4 14 12 70 55 - - - 14 12 f0 8 8.5 - - 8 B 8 a BS 5 3.5 14 t2 70 g 7,a .7S - ^ is 72 10 9 8 6 - 14 IY 10 9 i 8 5 - 14 12 10 6 - - �- 14 12 10 8.5- 7 8 9 7 5 4 14 12 0 9 55 3 - St 72 t0 9 8 45 - - 14 12 70 9 B 8 - '- 74 it 7 - '- 14 71 7 3.5 3.5 - - 0 8 7 5S 4.5 35 - t4 12 10 9 55 - - 14 12 l0 9 8 <.5 - - 74 12 to $ a 8 - - 14 12 10 7 < - ^- 14 12 10 9 8 3 - - tl tl 8 8 8 T5 7 4 SFE IJY. AT10NS 4r`USE FOR ed 72 r0 55 3 ^ 14 12 70 9 8 - - 14 12 7o 9 a b5 - - to 12 95 3 - - - ti 72 85 l a - - - tl 8 6 7 Sb s 3 BLAAE 1A Ott SHEET 19 t; f2 tD 1 g 6 - 74 12 10 9 a ; ^ I4 12 I0 9 8- a - l4. 12 95 - - - - - t4 12 9S 7.5 4S - - a a a 75 6 4 i4 12 t0 !S5 45 - - - 14 t2 t0 9 7,5 - - - 14 12 to 9 a - - - 13 95 4 - - - - 13 93 0.5 S - - - - 8 8 65 5 4 3 - - O, 14 12 ID 65 t - - - 14 12 t0 9 7.5 - - - t4 12 t0 9 8 - - it 12 t0 5 - - - - if 12 i0 9 5.5 = _ tl 8 8 B a 6.9 6 3 t4 l2 405 f t4 12 YO 9 45 - - li i2 r6 9 7.5 - 14 115 45 - - - i4 115 7.5 6 - 8 a 73 6 5 4 td 121101 6 t - Ie 12 10 9 7 - tt 72 10 9 $ - - - i4 12 5 - - 14 12 8 65 - - 8 8 8 6S 55 4 14 12 951 S 3S - - - i[ t2 t0 9 5.5 - - 14 12 10 9 8 - - 1t.5 85 - - - - 1.5 a.5 6.6 i07-3 5 - 1D•� 14 t2 93 5 35 - - - 14 12 to 9 5.5 - - - 14 t2 10 9 a - - 14 12 T - - - 14 12 t0 74 5 - - - 8 a 8 8 6 73 45 = 141122 4 12 td 12 10 8 3 - - t4 12 t0 $ 8 - - - 14 10.5 3 - - - tk 10.5 7 35 - - - _ a e 7 SS 4S 3.S 14 12 9 4S 3 - I4 12 10 9 5 - - 14 12 t0 9 8 - - 1k LI - - - - 14 11 7.5 - - - - 8 8 7.9 4 5 - 14 12 7 - - '- ^' 14 12 10 - - - - 14 12 SO - - - - 0.5 8 - - - - - 10.5 a 5 - - - a 8 5 f 35 - TT,-(T' 14 12 7 - - - 14 12 10 - - - - It 12 t0 - - - 14 12 5 - - -' 14 12 to - - - 8 8 B a 9 7 3S-- 14 12 4 - S4 12 10 - - - - u 12 10 - - - - 125 95 - - - - 23 95 8 8 8 0 S 4 3 14 12 SS - - - _ 14 12 1- ^ - i< 12 10 - - - 3.5 10 - - - - 14 10 '7 - - - - 8 B 7 a5 4.5 - 14 t2 55 - - - - 14 12 t0 - - - - - 1< 72 10 - - - - 9.5 7 - - - 9S 7 35 - - - - 5 7 45 3-i 3 - 12, t4 12 5.]i - = v - ti tY 70 - _ - - it 12 10 - - - - 14 12 < - = = - la i2 10 - _ - 8 8 8 8 a 6 3 t4 12 3 - - 74 12 B - 14 12 f0 - '- 115&5 - - 11.5 a.5 4 - - 8 8 55 4.5 4 - 54 12 a - - -(- - 14 i2 10 - - - - - 14 12 10 - - - - 25 g5 - - - - 35 9.5 45 - - - - - a a 6 5 4 - - Cl) HV BLADE OR n HV BLADE. ft t2 - - - - lk 12 - - - - - 14 12 - - - - 0 4S - - - - 9 8.5 - - - - 8 83 4S 35 3 - - 13'-O" 75 42 - _ 1< t2 - - - _ - 14 IT - - _ - _ - 14 tT - _ _ - - 14 12 - _ _ _ - a a a a a 45 _ W/ 1A HV WINDOW BLADE /4 t0 _ - - - - t< TT - 14 12 - - 103 5.5 - 10.5 a - _ a a 5 4--iir- J� (jf /''� ( UNISON C 14 12 - - - _ _ - 14 12 - - - 14 12 - - - - - 115 6 - - - - - 15 aS - - - 6 8 55 45 - - WORKING IN UNISON +' tt ti - - - .• it 12 - - - - - - fs 12 - - - - 8 3 - - _ - - {- 8 6 - -- - - - a 6 4 3 - 14'-0• to 12 - - - l4 12 - - 14 9 - - - 14 12 - - - 0 6 B 9 T5 4+_- ^ t; t 12 - - - }k t2 - - - - - - 10 4 - - - 10 75 - - - - - a 75 5 4 3 S4 15 - it fI - _ - 14 72 - - - - 103 < - - - - - 10.5 6 - - - - IT _ - _ _ _ - 7.5 - - - - - - 7.5 - _ _ _ _ - 7-5 55 35 3 - _ _ - 1$ =t4 45 35 3 --� 10 - _ _ _ 10 _ _ _ _ _ - 8TS414 - - - 7 7 - - - 7 55 3.514 - - - - 74 - - - - - 1a _ - - 8 8 8 ]5 6 3 - - - - 1k - - - - - 8 - - - - 8 - - - - - - B 6.S 4 35 - - 14 _ _ _ ,,., .v _ _ _ _ - - $5 - - - - - a 7 4.5 - - - - - FLORI4A BUIIOihG CODE(Non H;gh Velocity Hurrlcone Zone, - - ♦ 02017 EASTERN VETAL SUPPLY,INC. ., 02017 T4.TECO.1K. �_. T:- �..5,- , �,�:, BER HA HVTM y. E C CN Acc.ordion Shutter System H.V.MADE ■ ■A #1 wf OR W/0 KV.YWNDUN eIADE t L: 4 •'*; TICCIT TESTING & ENGINEERING COMPANY AmBt"3CQTT Shutter Systems E,,.1; DrsCwFtloH DATE wEu [n: Lc. 6355 t1.vL S9N.SL,S..305,VrOM GARDENS,KORDA 3318 A954CtOtiOrt} Inc. t OtA 15-08:7 7f27fi DOTE: 07/27/47 0,40- 4268 Ytestroods Drive 2 _ \\ Ptwne:(305)$71-7530.Po>r:(305)071-7537 DRAWING NO •,- „-•,,:'`�k,tt\ o-moEaw cr�Lcorn West Palm Beach. FL 33407 s 7-107 "'.ZONAL rF�yC� 1'} V,ALTM A.nwT�f.P.E. 4 SHEET P.E. Sk 3MOA6E/DATE rt°R°" akts7 a 12 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD Dia„N NEGAM PRESStMF RMQ AND A CORRESPONEING MOUSENG 1YFE FOR CONCREti;;OR CONCRETE BLOCK INSTUtATIONS ISSUE UOUN@IGS E G.&H ON SH£EtS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED ATE/tbNCtE7E BLOCK POURED Ca 47= (A) TO EXISTING POURED CONCRETE(Min.1'c m 3 k&i) tIAXLUUUt'lALL SILL MOUNTINGCEILING MOUNTING FLOOR MOUNTING - 1/40 TAPCON OR TAPCON WRH ADVANCED THREADFORM TFCHtlp.D4Y A!CHORS•AS MANUFACTURED BY LT.W.BW(DEX.(w-f0=3 13i) OE ANCHORS S, P CINE LEGEND - t/4 C c 3/4•ALL PFANTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POCKS SCREW,EMT&$--Oe-(wa.fc m 3 tali Snot tlE"wD1 M1FLt['•:[9TSAf£FAI:G tS:t. 'iY T.'v hetl4l r41£38.4.E RC==(psil .(1 a1 ATT.+UNE FA= - 1/4'0 Ewe TAP CONCRETE ANCHORS W/CAP AS NA,YUFACrUR0 BY FLORIDA FASTENERS DIRECT.INC.(Urn.L•c-2"1) TAPCON 4R t 4 0 TAppER+ANCHORS AS MANUFACTURED BY POWERS FASTEuER%IC..AID OISTRI$UTED 6Y KL POUIT^a SCRCN,DOLT&SPFCW,TY 30 40 EO T5 90 1201:6012¢', 30 40 EO TS 90 T20 150 205 30 40 tid 75 90 120 150 205 TAPOWN WITH ADVANCED O MPA14Y OR ANY OTHER APPROVED LICENSED OR AUTHORIZED'VENDOR RE015TERED WITH THE AVERICAN 54UMR SYSTEIAS ASSOCIATION,INC. 14 92 101 9 8 8 6 55 14 12 10 9 9 8 6 s 14 t2 10 9 a 5 6 6 TM SAMR%f TECHNOLOGY 1•c=`3 ksi) 3'-0" 44 t2 t0 a 8 B 6 6 94 12 t0 9 8 a 6 6 14 t2 l0 9 8 8 6 6 ALL PO:'13S SOUR-SET OR LESS t4 12 t0 9 6 e 5 6 14 112 70 9 8 B a 6 14 12 10 9 B B 6 5 TAP W/CAP NOTES: 14 12 10 9 8 B G 7 14 12 t0 a 8 e 6 6 14 12 10 9 a e G 6 AT)WNIUUTA EVDECuENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THRFAOFORV TECHNOLOGY ANCHORS AND TIPPER+ 14 12 10 8 8 1 55 35 14 12 10 9 B B 6 8 14 12 10 9 a 8 B 5 TAPPER+ AdICHORS 5 1 3/4`,AND FOR BLUE TAW W/CAP ANCHORS IS 1 1/2'. 14 12 t0 9 5 5 a 6 f4 12 10 9 8 a 6 6 t4 12 10 9 8 B 6 SS -- 14 11 30 9 8 -8--6-.4 14 12 30 9 8 8 6 4S 14 12 10 9 e e 4 35 A2)W249AUM EUSEDUE14T OF 1/4'0 X 3/4'ALL POINTS SWSD-SET AT4CittTRS STUSLL 6E TJa"INTO SHE POURED CONCRETE.ND c"1ABE0UEtN I4 f2 10 9 8 8 6 4.5 fi 12 to 9 8 e s 5.5 14 12 10 9 8 8 6 05 I4T0 STUCCO SNAIL-BE PERIANTED. 1/4"0-20 S.S,UACHL••'E SCREW USED SHALL-BE 1 1/2'LONG UINILNM SHOULD STUCCO 14 f2 10 9 7S 5.5 SS - f4 f2 10 9 a 8 6 5 14 72 10 9 8 T SS 4 •a[L Lea'tA:iG:S cA t YOR DaST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. SHOULD_ 14 f2 10 9 9 8 6 B T4 IZ 70 9 a 8 6 S. 14 12 t0 9 8 B 6 45 .�E£t t4 14 992 70 9 a 7 4 - t4 12 to 9 d 65 5 S-5 14 I2 t0 8 6.5 5 SS 3 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PA4ELS.PAVERS OR ANY VENEER BE FOUND ON THE V-7STL4G WALL OR FLOG- 4 t2 t6 9 5 75 <5 - 14 12 Ta 9 8 8 6 4.S 14 12 t0 9 6 8 45 75 ANCHORS SMALL BE LANG ENOUGH TO REACH TH,MAIN SSfT7KTUR£Mt1ND SAID WALL i0aSHES.ANCHORAGE SMALL 8E A4 INDICATED ON 14 12 9S 7S a 4,5 - - t4 12 10 9 a 7.515.5 4 14 12 t0 9 8 6 4.513651NOTES Ai)4C A2)A[3GVE.FOR INSTALLATIONS ON VINYL SONG OR E'FS WIN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR s,-D. is i2 s0 9 8 8 6 - t4 12 t0 9 8 e 6 5 14 t2 f0 @ 5 eS 5 33 b'iSTe+tLATiOt!titTO dFS Y71IH tAF7AL STUDS SEE SHEET 20. 14 t2 10 9 7.5 53 3 - 14 f2 to 85 7 SS 4 3 14 12 B 6.5 55 4 3 - t4 W. J'l 6 - 14 12 TO 9 S 63 3 73 li 52 10 8.5 8 5 4 - (6) TO fYLSTI4O CONCRETE BLOCK:(ASTM C-SO) f4 3 - - t¢ t2 10 9 8 6.5 4.5 3.5 14 72 10 8 7 5 3.5 S - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED EY LT.W.SU`iDEX.314 12 10 9 e 7 5 a 14 12 10 9 7.S 5S 4 3 1/4'0 r 3/4'ALL POINTS SOUR-SET ANCHORS.AS DISTRIBUTED 17Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 T2 9 75 6 4-5 3.5 - t4 p-5 7 SS 4S 35 - - 1/4-0 SLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DLREGT.WC_14 4 - 14 12 10 9 75 SS 4 - 14 12 9 7 75 [5 - - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.[NC.,AND D15TRfSWED By ALA.POINTS SCREW,BOLT&SPECIALTY _ CCu AtrY OR A4Y OTHER APPROVED LICENSED OR AUTHORIZED VEKDCR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION-INC. 14 11 7 55 4-6 - 14 12 10 9 75 55 4 /4 i2 9 7 6 4.5 3 8,-0- 1¢ 12 t0 g 8 6,5 - - 14 t2 to 8 8 6 4 - 14 12 10 8 65 5 SS - NOTES- /- 12 183 7 55 3 - t4 12 8 65 55 4 3 - 2,5 9.5 6 5 4 .3 - - B.1)rAUWUM Dt.IBEDUENT INTO CONCRETE BLOCK OF TAPOON.BLUE TW W/CAP ANCHORS AND TAPPERt ANCHORS IS i i/4'At40 7APC0:1 T{ 12 85 73 6 - 14 T2 95 a SS 5 - t4 12 8 6 6.5 4 - - WITH ADVANICED THRI:ADFORM TECHNOLOGY A14CHORS IS I'- 13 93 6.5 5 3.3 - - - 14 12 10 8 E5 5 - - 14 12 8 6,5 5 4 - 4,-0. NO 14 12 10 9 8 - - 14 t2 to 9 7.5 4.5 - - 14 12 8.5 7 55 4 - 8.2)MINIUUU EMBEDMENT Of 1/4`0 z 3/4"ALL POINTS SOLM-STET ANCHORS SHALL 6E ENTIRELY ENOEDOED tato THE nov L4 SH BLOCK- CC 14 176 7S 6 4 -- 14 tt 7 5 5 J-5 - - I1 8 55 4.5 3.5 - - - EUBCOMEtTT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S5. MACHINE SCREW USED SHALL P.E 1 1/1`LONG lAIfIIMUU SHOULD STUCCO t4 12 B LLS 4.5 - - 14 12 55 7 5.5 4 - 14 10.5 7 5.5 a a,5 - - EXiST,AND 11'UNIMUM FOR WALLS WITH NO STUCCO. 1,5 83N71�5 4 - - - 14 12 9 f 7 6 4-5 - 14 1 t 7 5.5 45 33 14 t29 7S - - - 14 12 t0 8 65 S - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PA.NEM PAVERS CR ANY VENEER EE FOUND 014 THE MSTItIG WALL OR FLOOOR, t4 TOS5 433 - - - 13 92 6a 5 4 3 - - 14 12 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MASI STRUCTURE BEHIND:ND WALL FBBSHES.ANCHORAGE SHALL aE AS 04DiCUED ON t4 tt5.a - - - - 14 f1.9 9 5 5 4 » 413 95 5 5 4 4 - - NOTES 8.1)&B2)ABOVE.FOR INSTALLATIONS ON VINT1.SICANG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 405 8 5 - 14 12 8 6,5 53 [ - - 13 t0 65 9 4 3 - - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. -D• t4 !_11 10 - - - - is 12 9 ] 6 4.5 - - 14 10.6 7 "r.5 45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS-NLD S?ECtFICAitGt4S OF THE AttL740R'S LwIUFAL'TURER. [25 5 12 9 6 4.5 4 3 - - 9 7 a5 3.5 3 - - 14 7 - - - - - t4 405 7 5S 4S - - - 71.5 85 35 45 ,75 - - - (p) SEE SCHEDULE BELOW/FOR EDGE DISTANCE(E.DJ VERSUS SPACU40 RE3ATIOT45WP FOR ANCHORS. 95 15 - - - - 14 13 7.5 8 5 - - - 12 9 6 4.5 4 - t4 t0 - - - - - t12 8 BS 55 - - i3 t0 d.5 s 4 - - EDGE DT�TANC,-('V R5U5 SPADING SCHEbULf F�gt4CHORS: ItS 43 - 11 B 5.5 { SS - - - 9 G 4 3 - - - WSYIUUU ANCHOR SPAw>".V10S ARE VAL10 fOR EDGE oSTAtC'ES INDICATED EFAV+7,FOR E.D.1E55 THXI TMc INDIVJED.REDUCE ANCHOR SPAO::G 433 85 d - - - /3 95 a.5 5 4 - - - 10.5 8 5 4 - - - BY ULA15LY1:.5 SPACL4G SHOWN ON SOME 0Y THE F04114tS1RG FACTORS. 9 651- - - 14 05 ] g5 4S - - - it 8.5 55 4.9 35 - - - REDUCED SPACmG ODTARiED MN'S FACTOR SMALL NOT BE L�THAN MD6MUM SPACING CiDI^,ATED FOR EACH ANCHOR TYPE. 13'-O' t4 t2 - - - - 14 tIS 7.5 a 5 - _ t2 9 6 4.5 4 = _ - FACTOR 10.5 e - - - - - is 75 5 a 3 - 7.5 53 4 3 ACTUAL TAPOON WITH ADVANCED TAPPER + tL5&6 i- - - - - 12 9 5 45 4 - - - 9,3 7 5 4 - - - - EDGE TAPOON ALL POINT SOLID SET BLUE TAP Y7/CAP HV ()�( DICTANCE iNREAUFORM TECHNOLOGY MIN.SPACih'T, 8 a - - - - - t3 95 65 S - - - - 0.5 7S 5 4 - - - E.D. MIN.SPACING••3' MLN.SPACING m 3• MITI.SPACING^•3 1/2' Luc SPACING-S 3 3/4' 4' 1:'-0' 14 iz - - - _ - IS 05 7 35 - - _ - 11 Bs : 43 = = = _ V GLAD W PDX-0 aa4a1ETE Ib1Y anoc t0 73 - - - 9 7 a5 35 - 1- i S 35 . POIIREO COlICREIE& POURED CONCRETE L. POURED C0.4CRETE&({rgm ODL2dTE OOtIGSE7E HOOs 55 9 [54 - - - - VEA HV WINDOW �• BLOCK y��,3 Ij2'MN.E[i•2 t/t �N 3 1 GCt'�REtQ T#-pCK 132 Ep,a}Ift ICL ED•2 t/Y' 7-5 - - 1- - - - 12 9 6 - - - 9,5 - - - - }• }.0 0.90 1.0 a78 T.O O.B4 lA15'-O` 135 10 6-5 - - - - OS - - - - BLADE WORKING 2 T/2" � - 0.91 1.0 - - 0.67 1.0 9 - - - - - - BS 65 4 - - - - - 6.5 - - - - - IN UNISON ♦ta - - i- - - 405 8 S - 1- - - 53 - - - - - 2" 0.91 -_ - 1116 85 5s _ _ _ _ 9 - - _ _ _ 1 3/4' - 0.91 - - - 0.43726 95 6 _ 10 - S 1/2' 033 - 0^356 B - - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone ,1117 P�� j�F CZ017 1ILTECO,1413, 02017 EASTERN METAL SUPPLY, INC. cN'���= BERTHA HVTI3 s 4,� Accordion Shutter SystemL4YN A S S N■ HV. MADE#1 W/OR W/0 H.V. VANDgW 431 ADE •C: 4� l LC. TtI,WT TESTING & ENGINEERING COMPANY Amedcon Shutter Systems Ory,tF aEsanPnatl DATE ORAkN BY: A � ,,�t g.]I,..M6 Sc.91e,SOS. 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FLORIDA BUILDI CODE(Ron High Velocity Hurricane Zone'. -017 EASTE. C200 TILI=IAC� Q, AN 4ETA-1 SUPPLY. MC. .......... v,-- BERT RVTM A.S.S.A. Accordion Shutter System KV.RA)E#1 W OR V1/0 M.WNEIM RADE TILLIT TES71NG ENGINEERING COMPANY American Shutter Systems N.N. OESCRIP"ON DATE OMN BTI Lr- -:p Association, Inc. I OLD 15-085 3jLn_!±T-�O7/27/�17 W56 30-%VrWA GARWM TICRC.331fA Ph- 4268 Westroods Drive 2 jj#j1Uv% -DRAWING-No-- --a�C4.00-1. West Palm Beach, FL 33407 3 . ....... 9 - 17-107 W10N, 4 -A 11 WALTER A. P.F- FLORIDA U.,1 44167 5 SHEET P.E. S RE/DATE 9 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV* BLADES AS APPLICABLE) MAX -. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS IN WOOD WITH 14V BLADE(1) ONLY SH LL WALL FINISH BELIMITED TO 105.0 psf. A.S.D, DESIGN PRESSURE RATING, SEE S!HEEI 19 FOR MAX SPAN & —1/4"0 TAPCON CR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl) "A WORKING IN UNISON I �.Arti ADVANCED R TECHNOLOGY f7 j4'o TAPCON T.ADVANCED THREADFORM TECHNOLOGY FORM THRR/ �II I F/ 2'Uh.PEN-EMTOON r - OF T1IRn.EO AREA TO W/ 1 1/2*Erin.PENETRATION OF THREADED AREA TO EMSDUG VIL SEPARATION EIIJ I', OD HEAXSR, WOOD HEADER.(SCE SCHEDULE ON SHEET 15) 70 GASS(SEE __00R C14 I/4t-2O.3/:"SS,MACHINE ON Slall (SEE SCHEDULE 0:1 SHEET 15) WAN SCREWS W/1/4--ZO NUTS 11 FDA D.Ax ff (D.ICE 0 ON SHEET 19 T aAxs(D& EXISTING IVALL r 2. = t oR 1 FINIS !L-OPTIONAL ��­WALL FINISH T 'NG-L EXISIVIr MIN, -?.a l9 HEADER REQUIRED ---QOR W 2",,4 WOOD 1,�4�O TAPCON OR_T.PCOI4 PATH ADVANCED "REOLARE HEADER 0 -THREADFORM TECHNOLOGY 1'// 1 1/2* SWAPARON Uin PENETRATION OF THREADED AREA TO TO 0jSS(SEE E SCIEDAF On (,Yrall;�,VIOOD HEADER. SHM GLASS FGR aADE OANV_ ON SHEET 11) EDULE ON SHEET ID) 2-.4 CONT.SILL AM, , E)USTING "I" S OS TO �__(.E Sc=11 ON S��19 FOR CLASSI L MADis(D&0 Il I I I q PLAT;REO'D. &HV WALL HEADER INSTALLATION @HV WALL SILL INSTALLATION 14V WALL-HEADER INSTALLATION MIN.SEPARATION TO MASS I I SEPARATION TO'GLASS .I SCHEDULE ON SHEET IIY- w= (X'SCHEDULE ON SHEET IIr­T -of;TO CLASS I M Ina EASTING F.009 PILATE. ccarc SCHEDULE 0.4 SHEET 11) �Z,01_1120=/�*,S`S. RLTO. 1/4*0-20X3/4'S.S. US114C 1/4--20 NUTS MACHNE SCREWS W/ a Ir G.G. 1/4--20 NUTS 0 12 O,C. FINISH OR@ i 155 -0 2-.4" @T1 151 VIGGO Leo REM). T 1/4-0 TAPCON OR TAPCON WITH ADVANCED Ott ltt CA(q THREADFORM TECHNOLOGY W/ 1 2-.4-COM. Min.PE14EIPATION OF THREADED AREA TO SILL PLATE 1/4-0 TAFCON OR TAPCON VITH ADVANCED 'A 1 TAPCON (SEE."EMLE ON SHEET 15) THREADFURM TECHNOLOGY V/1/2' Mi..PENETRATION OF TH.READErD AREA INTO PLVVWO -5 SHEET 4 FOR TYPICAL /A2.N WITH WALL FINISH THREADFORM I OR SHUTTER AwVvaty. (SEE SCHEDULE 014 SHEET 15) N CD._\ -C, -MOUUTNG SECTIONS CAN BE DaSlING MIN 2'.41 PL tDO R VI/ 1/2"min.P'N� or STUDS 0 16 D.C.MAXA D EQ*D SINt -4 ANY WAY TO Lll;r UN.COX PLYnDOO RE0,11 YVAI I N,q THREADED AREA INTO PLY141300 COME ED L REQ*D,PLYAWD ­EOULE ON SHEET 15) SUIT AW INSTALLATIOTC HV WALL SILL INSTALLATION ATTACHED TO STUDS IN -EMSTING VrL 2*.4-SFUDS 0 16'O.C.FAV.REO`O- PLYVIGOO TO BE ATTACHED TO MOS IN ACCOP0,VZCE ACCORDANCE 157TH YATti SEC,'Si:t 25C$of SECTION 2308 OF THE @ HV WALL SILL INSTALLATION a�I§IAT7 Or 1%OF INF.B.C. I _ SHEE FLORIDA BUIM CODE(Non High Velocity Hurricane Zone', P{�HV WALL SILL INSTALLATION F 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. TM BERTHA HV Accordion Shutter System IILIECOimc. \ A.S.S.A. FLV. MADE#1 W/OR W10 KV.WNWN aADE American Shutter Systems ID1.N. DESCRIPTION DATC DPAATJ LC TILUT TESTING & ENGINEERING COMPANY WS 7/27/1QATE D7 -. % 17/17 7 Association, Inc. I OLD IS- 6355 KW._M�St-S's,3A VACIhIIA WDINS.FLCACA 331EE 0 phone:(305)(171-1530, 4268 Westroods-Drive(305)971-1531 2- --DRAWING-No - _a:vlt.coo..C_ West Palm Beach, FL 33407 3 ED-OM712 4 17-107 ...... WALTER A.THAUT J.P.E. FLORIDA UC.f 44167 SHEET ip. i�DATE 5 6 16 OF 20 END INSTALLATIONS i HV BLADE OR QUA WINDOW BLADE INTO 2"x4" MIN WOOD STUDS }NOS'EDC. 2-,r wv..0w +i7LC z) I 1 �` T DC• 9(y74FLDv. rn-gJ /p-F?TJCI'i121D•J i • 1 "`! ` ' i at 10 1/2- j-Issrox euxs , 1 ! �t ,4 _ ! ; ; cusir MAz - '�•+n' ,.-- - 15rsFRLI lC1 9"IiWQJ P[1&atD w Sl4il aaFfuc w 9Q7 M_ tD CAK 11 rap(ifaC @an 1/[6'.3•IGI:D 1 ICi eJ.F:m/.^o - w 19 I-Z (cw""..s-i6 ai SCT 19[CR =.%:7. D[aEflJ 9[;[ iLYsrX.Q_ 2MIItl Cft 4cT3' } terra tn^wx a S u Ja4 arts . Jn've- o-(D t/J17[KIM Olm 6t).:fi4Q}&• f:rva LLDSEi w.t>YD"JJ. / �}!t f I CJ SCT t9 iDl r• tri aexr rs[Oi Y• nrA.=CtOu[E yr ! MS + 9JrsJP•CIJ a ic,[ta s. trc�. O16 C*SIJS• ltW/2'SLS.ate et. M .mo.SEE CEIAt.%r •_ t ? ec_ 1tti>acrr_•t �CR 1y SEE I cmt Y reR Q rlCe.S 1{Z CC[4 %iDR"Zz= vuoe u �� -19 ICs.C..U•C-0• f6 O 'Ld)•v4l' 1@.1B•G-08-t7i- Ce "L-Es••C• •C' 4 £•ES t?r�^:- C.�a- •�s.�3•�y G t-s 3• �y END CONNECTION DETAIL(1) E�ID CONNECTION DETAIL $, END CONNECTION DETALL Q SND CONNECTION DETAIL CO ` .�(.� •EtLi 5 Desi rm smZ oizo t r—tr-7 7'M'uta.• -1!c'Y LlYDa'J.tBc"KS f 1 MrS D I o/1 e/Y IFC a/•'•[t]\:C.N pJKY.C'eS t [WI/2'&LLS El1SttA DiJ6}—� FEJSt4E$t O IY QL <!1 IN ta^J.}i\Otfi D.C. L lat 93"<'v:oi �•. �. — ' I .!. 1/1'uct. S[T D1pGL GN 9�ELf� OR ... . _ - N SHEET 1 • SEE LRC).+ONS EE USE F A+uxE�trJ Des •»rnz sJ.-e •a 4 BUDS^1A 0 S E 9 C/Jtlt'17 rDfi 1 I '•l:J / ! )) .. 6 De$�Op t�jCa i�Dca+j✓Cvij3at�s i � IeJJ c t•f4-C-OO-G� '•Ls•ry `baa r-zh rl-e aJ..0" -w+D.� - _G•�c,•70•eQ-a.^D.£�• lt`7i e� a ca� VIEW Y S?'t�-L£�-STI • mcs%€Da J JT�i �'i {L•f�^5- PLAN a'T tt-©-0-6 g•4,.fl-L9 C O C-L?Lt•�t DETA}!�4 END CONNECTION DETAIL 4 I END CONNECTION DETAI 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,o1gNQ,'•••...�l... axon mreco.WC. ®2°77 EASTERN IJETnL$UPp{•Y. Il1C. �Ecoim.. B RTHA HVT, 7A. Lf Q■ � �Q■ Accordion Shutter S stem IL �' H.V. SLAM#1 W/OR W/O H.V.1MNDW RME + 7•* 7ILL{T TESTING & ENGINEERING COMPANY American Shutter Systems M r ocsc wnwi DATE DRAWJ eYc LC. 331E• A3SOCiGfLOr1, Inc. r OLD 15-085 /27/17 car: 07/27/17 FMnt .(305)871-1530.Fe.:{305137/-1531 4268 Vlestroads,SMva 2 RID �j4 •-mai:t7tawcwL— West Palm Beach. FL 33407 3 DRAVANG No »_�O�(Jy �,.•' WXLTER A.TatA.> P.G < 17-107 P.E. SEAL/SIGNATURE/DATE FLOP=u`'a 4167 s SHEET 6 18 OF 20 ( QENERAL MITATIONS AND CONDITIONS OF USE FOR BERTHA I KV StAOF A( UNISO If ADIF y r, �1,VAX AS LD-DESICt PRESSURE PATZ40;+110,-110 pAJ. r 2.WAY-SHUTTER SPAR:W 3 ALL014ED U=M%'CS:A.0.0&H Off SlIZETS 6,7;AS IMU AS M4iIiWNCS LL 0.T.U&w 0:4 SH—tb 16& 17. IN DR#ARE ALWrO V'lrJ 61) 5 4. OR a X OUT.W CASE OF OPPd*?.'G &w 04w yj 8:VICLUDED 01"AT E=R)OR ACCESS SIDE OF I FAA A 66� 5.(A)MV IWIXOW BLADE(9 !;SWU WILY RACW A VAWW OF C9LVWS rm FA Elm ♦ 0 (3-0 HOLES)FOR a PER SMIE AT SPACUMS S111OVOt 0-4 SHEET 4, r4j-) (8)fAlft 0LEARA:XC FRqU TOP CR aOnOIA EOE OF HV"WWII OWE Vy IIAX 5 6TSICOwS OF My'ro 14CLE FOR U4 SFAUL IRE W. MWLML76 1 1 C�6, CC)FOW CR LAST SLACC COWIC OUT FRCIJ STARTERS At EROSLIAV eE W VVINDCW GLAVC(W (0)hV VANDSW RUDE to 1AJST SC USED ALTERIZATE TO A SOLID W SUDdD 0 0 THROUGHOUT IMVrTER'$VADTK CE� a SHALL.ALWAYS BE WSTAtLED ADJACVJT TO A SQL®W _a SICC PLACE�AT of rKDk 0 0 0 0 0 0 0 • POLYCARBOX&TE MV AIDWN HALL e-E rr.7ALLED SO TARS FACE tNTVWR Or TIKE OPEWZ 9.$ va4DVv OA UUST BE SEZ Fin p"OnAT OETAMS M Vlufs 161 ONLY INSTAULED AND LOCKED=40 A III SCITeIG TOM PROMM BY ASSA. 10&IF Tfp 02 0 0 0 INC. S.SEE ANCKCR SPACING SCHEDULE FOR MSTALLkWIS RGO WOOD MYEE CA T SLALONCS ON SWEET 15,AS L1W7 ED SY SPAN AND VESICU LOAD(SEE 901EI ryp I T&2 AWAI. SvU 7.SEE A11CWR SPAa%G SCH=-U FOR 1W-.1ALJAM*rS a00 FOUZED CONCRETE OR CCUCREM SU)"WALL 0-4 SHEETS 12&13 AS ULKIM By SPAN Z;V-:S*4 LOAD(SEE ItOTCS I&2 A67YE). C8.WAIJULN SEPARAW-4 10 GLASS SCHEDULE,,PER ASU r-1996: (SEE PLAN FOR REOVACUENIS) -U7)j VAIM zV;r 101113JU SERN-AWN TO CLASS �1 hp TOP a eormm p 4--04-n�� - I UNLIMUEO MOTH— Lat ZXPAR-=4-,a CLASS I 11HRU 3 t. EX'5MG ELEVATION g E L-S -w=MW 4 625. ---------------- ---------- — --t- ----------- ---------------- P, �424) Aj ALIEBtift0fil,�G WiTERMATES WZ&EXIEERIOR ONLY1 ���`\'��,"�\���\ `. \ \ ;\�' 4�.�' i/ /�/ / ./ /�.Cd� 1201 Sce' IF I.RV.,i G,�L CENTERMATES w/ r, JTF r AND 11/-%(S#NOTE 4 ABOVE) PLAN TYPICAL III HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE SHUTTER* FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' 62017 XTECO.InC. 02017 Ek-.TEWJ UETAL SUPPLY.INC. BERTHA HVTU Accordion Shutter System A.S.S.A ri'L rE KV. RACE#1 W1 OR W/0 KV.WMW MADE Qz i TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems --V.W CESCRWMI CATf DRAW::SY: LC. Association, Inc. I OLD 15-085 37/Z7/13 CAM- 07/27/17 a=NX UK St..Ste.-106.tt-.�CAFC01S.aOFMA 3316 Fl%m z(4"71-1530.Fox;(305)871-1531 4268 Westroads Drive 2 ...... —43:0W.C-1— West Palm Beach, FL 33407 3 DRAMONG r10 E-0006719 -107 =43"B�SHUT 4,P.E. A 17 . ..... FLORIN L3C.1 44167 5 SHEET L P.E. SEAL/SIGNATURE/DATE 1 6 19 OF 20 INSTALLATIONS W/ HV BLADE & HV CENTERMATES 2.000l Max. 1&.11-A1-653 GRPIM 40 Wn. 2X ARIES V-G-w CAIY-Sim UZETAL STMS AT H5-OF. 'a 6'OC n4l INTO METAL STUD WALLS -C 032l . 6 ", . - -.-.---- -�/-2- /--- 1 Z4"0 NOMINAL T' INSTALLATIONS W GENERAL LIMI IONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA I-IV 2LADE ACCORDION SHUTTER 6063-T5 ALLOY SYS-TEM INSTALLATION TO METAL STUD WALLS SEPARATION BQ GLASS SCHEDULE CAI�*'U'-A!11S�V5-3 a 6'O.C� i GAIVAItM FAM(ED TO SWIDS ! I -!=:L-1;o" W/(2)16.1/ZIX SOME 04 EX;STTJG IVaSH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) MINIMUM 1 2. MAX. SHUTTER SPAN: 84 'ONE nrrEcurst&ExtEp"F"X AS AP WIND Z ASTMI E-1996 SEPARATION cyiswia GLASS LOM.SEPARAUCT9 3. ALLOWED MOUNTING:-(9 ON THIS SHEET. TO GLASS (S TO CLASS I/4"J6-- 2QX3" BOLT EE SCHEME) 1. I THRU 3 4, ONLYQENTERMATE 201 W1 204 HV LOCK ARE ALLOWED MUST PENETRATE @)I' 1'tiTH(21)ARRANGED IN A SYMMETRICAL LAYOUT. USE OY(2) 305 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 it 21/4'-0 1/4',0.015"TKOK W-1 rEX51MG FLASH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373 My.SL Wjtx"Irg. AS APPLICASLE sr GEL a A--W OWS 40 t6r-O-W t F�qrt,fv TO STV fw/2.,�V-0-Ewsps... I-(g) 4 1,wr;b-q FACE ,�o r O'C, e O.0 L 7/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI n43C 1414"0 ELCO.CONSTRUCTION 1/2' 12 CENTERMATE 21 APPLICATION WITH BLADEQ PRODUCTS EARAQK 14D UZ 1312-.0.G35'THICK �t.ASrU A-653 MULE 40 COMPONENTS ICA.G-fA CAM STEEL i(@WALL HEADER/SILL INSTALLATION -MTWG FeltSH AS APPUCAaE SCALE: 3/8'. 1- 'TAL MCS AT , 16'O.C.OX, (Tyl.,Top&Sonou) ff. 1.3,/4'L6 1/4 EL'RACK CHARNEL. C T r ;,O.Ow THICK fk. C -60 LEXISTING GLASS e� 7 1 & ./ASTU A-65]5 WE 40 ttin.G t- MMANIZED FASTENED TO MVS SYMMETRYCAL WN.SEPARATION VAt(t4,b INTERIOR EXTEFdOR FACE 4 3a 43b SYMMETRY GAL TO CLASS 4 s wz 'UCENTERMATES wz:..,.:! :jUNTERMATE (SEE SCHEME) 112.*. .0,. �.';EXTERIOR ACCESS SIDE, ,.INTERIOR ACCESS SIDE ----------- ----------------- 4 ----------- -- ---- 12 ---------- - ----------- - --I ---- -------- -- -------------- 2)42 • -(2-b 121 N/Kv- LOCAT 0 AT HV HEADER/SILL ENDS ------------ --- - ---- ---------- ------ --- ----------- --I- VIEW Y 4 (6'tAin.) \-(2 4) SIDE CONNECTION TO TRACK �0 -7 7` -6 1/2"IAAY4 SLACK **- (CO 1/2'UY0 j LVff -13LADE�!-ACK DETAIL HV,F H FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) i,t- @2017 EASTERN 1.45AL SUPPLY,INC. Q/�� 02017 TILTECO.INC. ...... BERTHA HVIM utter System - 11L1EC0imc- \ Accordion Sh Aw&SwAs KV. BLADE#1 W/OR W/O H.V.WNDOW RADE American Shutter Systems .:IV TILUT TESTING ENGINEERING COMPANY _DESCRIPTION DATE I ORAYN Vf, L.C. Association, Inc. I OLD 15-085 37/27/iA DAM- 07/27/17 CSlTL nL ORO-3310 635!�tt.%.30 u�St.""'*VIC C FL ORM 4268 Westroods Delve 2 _0)871 1530 F. (305)871 —DRAWING No t—dl:tzt��a West Palm Beach, FL 33407 3 aw— E-00067 9 4 — -107 8 17 ER A'TIUUT J'P,£. P.E. StS FLORO�,Lt..1"167 S — SHEET 20 OF 20