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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Business c Professional 1 1 : Regulation BCIS Home � Log In f User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search p 'c� `Product Approval NJlSER:Public User , Product Aporoval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL17055-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JM Eagle Address/Phone/Email 15661 Delano Road Cochranton, PA 16314 (814) 337-7675 Ext 329 tvickerspbm@jmeagle.net Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Exterior Door Components 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 the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL17055 R2 COT (b)Certificate of Independence.pd Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM 1)2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 ASTM E331 2000 https://www.floridabuilding•org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe2GbleN9p7B%2bfNFLcIEKgLYFgdLn%2brYlbA%3d%3d[615/202012:35:45PN] Florida Building Code Online ASTM G155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17055 R2 Eauiv (a) Equivalency of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/05/2017 _Date Pending FBC Approval 10/12/2017 Date Approved 12/12/2017 amma_,ry of Products FL ''f Model,Number or Name Description 17055.1. a. PFT"Composite Jamb PF TD Composite Jambs(Nominal 6'8)for use with side hinged entry door systems(Inswing and Outswing Configurations). Limits of Use Installation Instructions Approved for use in HVHZ: No FL17055 R2 II (a) Inst 17055.1.pddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17055.1 for Design Pressure Ratings,any FL17055 R2 AE (a) Eva] 17055.1.r)df additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 17055,2 b.-PFT"'Composite Jamb` PF-Composite Jambs(Nominal 8'0)for use with side hinged: _ entry door systems(Inswing and Outswing Configurations). Limits of Use Installation Instructions Approved for use,in HVHZ:No FL17055 R2-II (a)Inst 17055.2.odf, _ Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent ThirdParty:Yes Design Pressure: N/A Evaluation Reports Other:See INST 17055.2 for Design Pressure Ratings,any FL17055 R2 AE (a) Eval 17055.2.pdf additional use limitations;installation instructions-arid product Created,by Independent Third Party: Yes particulars. . 17055.3 c. PFT"' Composite Jamb PF TM Composite Jambs (Nominal 6'8)for use with side hinged entry door systems(Inswing and Outswing Configurations). Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17055 R2 II (a)Inst 17055.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17055.3 for Design Pressure Ratings,any FL17055 R2 AE (a) Eva] 17055.3.Ddf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 17055.4 d. PF-Composite Jamb PF"T Composite Jambs(Nominal 8'0)°foruse with side Tinged entry'door systems(Outswing Configurations). Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17055 R2 II (0)Inst'17055.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:'Yes, Design Pressure:'N/A Evaluation Reports Other:See INST 17055.4 for Design Pressure Ratings,any FL17055 R2 AE (a)Eval 17055.4.pdf' additional-use limitations,installation instructions and product Created by.Ind ependentThird Party:.Yes https://www.floridabufding.org/pr/pr_app_tl.aspx?param=vGEVXQwtDgv2aBQpHpQQe2GbIcN9p7B%2bHNFLcIEKgLYFgdU1%2brYlbA%3d%3d[6/5/2020 12:35:45 PM] Florida Building Code Online 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv2aBQpHpQQe2GbleN9p7B°/a2bHNFLcIEKgLYFgdU1%2brYlbA%3d%3d[6/5/2020 12:35:45 PNfl R R''W, Build CoAsuhadts,hw: Copwtft qqd,Epgingerjng S,ervicjes-Ror the Bui1dfnwJndUstry: Plidfi6=459.9197 C 9811 Prodiiet Evaltiatiott Report Repoi-I No.: FL-17055.4 Date: Oefobei-4,2017 PrOdUdt :Cate o Sub Qdtdglotp; "'Monwfaptu OroduqtN JM Eagle 3 PF"-Composite.Door 4awb A'wirs, qpi fiienfis Cochranton;ton,PA 16114 "finpacir Ifia.&iL 8 Fi.E 100 1 Produdf!Evaltiit[onrdiyortissuiid:6yR'�W�B-'Uil'di'ng-(-�origulfa*', .. j60ori;F q)�, Eag(d,bdsd.d on,.',RQld:Chaptdr No:.6.TG20n%Whod I D of',the,State 6f,Nod da 1PrQdudtApprovM,,.D-Opt.,Or'BUsih6sS:&' RW,BViMTQoi1tujtd and Lyndon�yndbO F.,Schmidt,',P.E..dQ.nothave,nor'vWl 4cquirefinahciaiihterett ih:ithe,,'coTTfpahv ,- manufacturingor;di6Wbut1rfgAhg.pqd'Q�,V - or tW (0"no- in-any QjhOt,:qn ipvq1v ' MVELP 17040 -Y 0.0 in PF �pc#st of ih-0,p herein. Lrbilatiortsc .x I, Th1s1,,O,'pQdudVha5:beed evaludte.d��and,J§Incompliance wil:Kthe6%cdmplian EdiUbd-,(2-017),Florida S.Uilding,.'Cd.cfb,�(FgC.)IstrudfuraI reqUfreme'06 jnclttclrng the"High Velgiify N5- pAW, Z Ptoduct'anchors shall be as:'Iisted*,and,spaced'.as.shown ondetails. Anchor embedmentta base material-shall be-beyond-wall dressing -- ,nq or stucco 91,YMM used In A HE'this;poducf compires with$Mb;q ift, • I:Wgaa, �r"es[stant covering.. 4,`Chis"IMPACT"dooa as a component �s to;tie used;as.a substituteR _. In similar at-'Mopr p Ift pp, 'Ziclion 1696-6fthe F I B b.C-)door systemkposses-sing,,.�&=durrerit Florida:8`tdtewide-;P*r&dU' dtAp'p rovai 4ndfudIna tfie0"HVHZ.j.. 51.Thp.-design,,prbssuki,df the--assdmbly,shall be the,lessdr,of the:d6sidn pressure1okhe doorjamb-shown in,'this approval or the design th --.Ifh PrIps T u frame size Offt" shall be the lesser of.the maxrmu i flame size stated m tfiis T.6y,al.6ritheitflaxifiluhl frame'sizeF-of,the-door assembly approval-'used fritoniundfiqrv.WffilfffivapprovalL u�dd J- W th this component ipp -de -15 ff T'Refer to ffft�tOVOMO-fl a PF67dU`-CtAWdv-d1`f Aff­ & e,QwIng,-ppr 6.7 ability,ofiftesptgmito:maeffhe-waterififiltration requirement for tfte'"H-VHZ. 8--Site,condiUor[s--fthat-d6 viM6-ftomth6,det§ils1of.dravin FL-17055,4.tTeqyire,further eng[neeringanalysis b alicensedl engineerlor ,registered atect lc7-See,draving,FL17055.4 for size and design pressure I[mitafions .ppporft,Documents: .1. -td.§tRd7j3d-rt.N&, T-6sUfta-fidaid' Td§tefid-Lab6rhto Signed:by TEL 01390568 TAS 201'.2Q2 &201o4 -TestihgEv,aivaUo,n,,Laoprator-Y :Lyndon-F,Sbhmidt,'P.,'E-- f%C�10 ASTM P,635 98,1929-96&,204 G- ET"'8-90-946609A ETC'Labor6t&ies, JGudificfer C6661: 2- Pfiwifi-q-NmL. Redpatdd by Slqndd.&Sdald !by -j�tj1511jR1q-?: - Lyindon'F.Schmidt,R.'El M, I I % I M., FJ-717055A� k,;Buildind.-Consultarits-,hd-(GA-#9,81�) Prepared 3; Calculations Sign T S" e A'Il , P.;s F:Sct►mrdt; PIE diih Anchoring RW i ng 4�" 4. Ouality Assurrancei .Certificate of Parficipation issued by National"Accreditatiori and Nb] :Management Institute hgi,that=Eagle.is manukicturihg-i d P�b W(t i-qU lVia4Q(;pce'p �tfi h-.180680''TfOi6'.,-'6nd ,Guide 53. 'STATE ,��!` •4- JtS�QI�d�+ r LpId&r.F k,OE No:4346193 Sheet T01 JM Eagle 156 `1 Delano Road r Cochranton PA, 16314 /. .....,' PfTM COMPOSITE JAMB. EW PFT"' COMPOSITE DOORJAMB b 87.YMAX. 4'Mnx FRiNnftinbrtl. �W INS;M / OUTSWING r v°'"" I~ 'IMPACT' GENERAL NOTES I o 0 < I. This product has been evaluated and Is In compQonce with the 6th f dation(20171 Florida Building Cade m (FBC).structuialrequirements including the'9 Ibb Velocity Hurricane Zone"WHZ/.�Z Product I � C a n detaf&Anchorembedment to base material shall ba.be ondwagdressin orstucco, X. 3.When used m f�hehNVFIZ this produ ccill be as Wed and scompfespocied�wrfh shown fon 1626 o he fllC a d does no#mqu(re on, a Impact resistant.covorfng.TM R 4,This' PACF'doorjamb.as a component a Is be used.as a substitute to a similar doorjomb Inn ' ! l �0, Import approval(compfies with Section 1626 othef FBCJ doorsystem possessing a current Radda i a I , 0; 00 L Statewide Product Approval(Includ ng the NVfQ). E ' 5.The design pressure of the assembly shat(be the,lesser of the design pressure for the doorjamb shown00 In this approval or fhe deslgnpressure of the door assemblyused lh conjunction with this.approval. I m NN£:�2 SWING DooR g° ,a 6: The maxinntim1rome size of the doorassemblysholl be lesser offhe max1mum frame sIzestated[Whis U14DERSEPARA>7? {' — approval orthe maximum home she of door assembly approval used in conjuncfion.with fhn applovat, APPROVAL aig i G 7.Refer to the separole FfWa Product Approval for the swingdoorused In conjunction with this componentopprovol fadetemrinetheabdityofthe,systemtoMeet the walerflillftationrequir men4forthe°HVHZ: EL Site conditiohs.that diWate from the details of,This drawing require h#r grengirfeering,anafysls by a uc@ffsedeng(neefor.fegtsteredarchitect, Z. n I TA6[E OF CONTENTS TWOMP MUI2EalpS SHEET# DESCRIPTION stajp at & 1Y�/1X ' k3iQUjSV�1}lG 3„ E2 t T al elevations,design ✓k general notes, CONFIGURAO)O NQS, ' .�tf 3i , 'AIM1Et�(Sf0.11� 2 Elevations PrOsfilVE,, NEGAt11vE; DA IF 5 28 #.4 z Z � 3 Horizontal cross sections srue N.T.S 9, _. _ _._ X 37.5''x97.0' X65;0 *65.Q 4` Verfica]crbsssectfons 5 Bur andfromeanc n - Awa By, Jif .m XX 74.0'X 97.0"' 6 Buck an omeanc odng I " +65.0 -66.0 011 y' 7 Il oftri materials and components "" c DRAWWQ�NO: .q q -- m- _ F1-171755.4 q sra>r 1 :oF.7.. 0 R:\O1ents\1M Eagle PERMANENT\A-Florlda Product Approvals\FL-17055\C-Drawings\FL 17055(2017)\FL-17055.dwg,2.4 w r co (7F101 Q M 0 0 o0 o r A r m n LLL .� 0 0 4 O ' z O C 0 D D �N 00 00 ;u 1 0 o a Z , � o Sic /7No.43409 October 04,2017 y Q PRODUCT• Do 14, PnPered By: • ops JM Eagle Ldon F'. Schmidt Schmidt �i� '•.FZOR.... IN v c Z ro—3.10 03 17 UPDATE TO 6TH ED. 2017 F13C JK COMPONENTS P/.7E�. No. 43409 /�/tt/l�/�•s1 y m 2 2/27/15 UPDATE TO 5TH ED. 2014 FBC JK PART OR ASSEMBLY: /{ BUILDING CONSULTANTS, 1NO. e'r x ;cn 1 §07F Rev. Per Public Comments JK ✓ P.O. Box 230, Valrlco, Fl_ 33595 NO BY ELEVATIONS Phone No.: 813.659:9197 REVISIONS FBPE CA No. 9813 0 2014 R.W.B—D—Co...--.INC. to 1-1/4''MIN. AZ- p M EMB.(TYP.) V * F. 1 G C c . ��fi11111. n m z° t\� U N.. Z x Z V clj pN �pLo INTERIOR a LL dla E oZ C y Z 0 F W y p VI EXTERIOR 23 H A o_ m U. E 1-1MMIN. �m F Q 2 HORIZONTAL CROSS SECTION EMB.(rl'P.) 1-1/a°MIN. o EMB FYP) g 3 Shown w/1X wb buck o _ L L a a C 0.15' 0.15' C >;�m a �C'$INK C'SINK q (TYP) (TYP.) nab e 1 1 a oo � INTERIOR INTERIOR o o u N N 7 .. � a of q v. u a ^^^w p 0 d o a N N Q ' O � .� q •� O N m m Z ]C4 (°] L EXTERIOR Note: EXTERIOR 23 P 61TF 5/28/14 N.T.S.D 11 sake 0 9 See separate Side-hinged door B D °wo . r K m Product Approval for door construction details E - E CHK.Em LFS 3 I HORIZONTAL CROSS SECTION not shown,including lock hardware,astragal,hinge 3 HORIZONTAL CROSS SECTION °PWNG HD and threshold connections. a n 3 2X Buck Construction 3 2X Buck Conshuction FL-17055.4 0 SHEET 3 OF 7 N O 62 R:\OienN\1M Eagle PERMANENT\A-Flodda Product Applovals\FL-17055\C-Drawings\FL 17055(2017)\FL-17055.dwg,4.4 M rn A v a A 0 ^1 A >a a o 2; 0 09 ro v �° m $z m e. 4 0.1s' C.SINK tMIN�(TYP.) EMB.(TYP.) =10 - mo aN°a13te m m o -0.v 0 o oj-o � . 0 y (❑ 7 COD 7<O0 CL H 0 7 O ❑ 2 (p A ❑ 0 T oCL x U] W m j (a e (D C a O r 2„ 09 L\ML T V S� e° CL M 0Z M o s 4.,e r- C'SINK A v (TYP.) 1-1/4"MIN. ``,11111111//tt�' EMB.(TYP.) ``.� SCHMi 7j•. ^� No.43409 Cctob9r 04,2017 Q PRODUCT: Dowm.nt..Prepared By. JM Eagle Lyndon F. Schmidt i •'' .!Z..... cn COMPONENTS P.E. No. 4,340.9 �,,��/ ���• I'n Z NWQQATE UPDATE 70 6TH ED. 2017 FBC JK T o ti o0 UPDATE'T0 5TH ED. 2014 FBC JKPART OR ASSEMBLY: �K BUILDING CONSULTANTS,.tail (n Rev. Per Public Comments JK d l•�P.O. Box 230, Valrico, FL 33595 Iv {' gY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 - REVISIONS FBPE CA No. 9813 ®21314 R.W.BUILDING CCN9ULTANTo INC. a Q:�•, � or n ..^ cp • .'. Qom..d LL ani :p Iw�'• •��` a N� a rrP.HEAD L 2X BUCK '�. . > m .� ~i o m &JAMBS MASONRY G 1X BUCKtit+ ���za OPENING MASONRY v x z 4 m OPENING rr JAMBS P.HEAD& Eg 9 p o a gA. md0. � v az° Tri Rtj CO TriCO FRAME ' z ci .12 m0 /nC;j o 2X BUCK ^d LU t"rrt Q J 2X BUCK o x v 0 U 0 n a,4 '3 n tl H 40 "" q• w�i Sj O LA LL SUCKANCHORING HINGEJAMB .FRAMEANCHORING �Kf JAMS OO4 o CONCRETE ANCHOR NOTES• Masonry 2X buck C0t151tUCftarl T.Concrete anchoriocatfons at the carrierst." a n may ba adtusted to maintain the mtn. o ; .,� edge distance to mortar joints. 2.Concrete anchorlocations noted as IMAX.ON CENTErrribe adjusted toa ��� U maintain the min.edge distance to awdar joints,odditionot concrete anchors may be requked to e=m the MAX ON CENTER"dimension are not exceeded. 3 Concrete anchortabte w i AN Ht?R ANCHOR •„;,lNtN MSN CLEARAN_C€ MIN CLEARANCE " 1X BUCK IX BUCK H 4o N ry a TYPE SIZE EM86oMENT ;7aMAsaNRr 7OAD,JAG€Nr: 4 N m •Im EpGE .-ANCHdR 2X BUCKr, P 2X BUCK 2X BUCK L n N.- z TAPCON® 3/16" 1.1/$ 3" 1.112" MTE 5/28/14 o tnv ® t/a^ t•t/a^ r {^ 1X BUCK M P 2X BUCK srxe N.7.s. a d TAPCON Note: 1 ELco See separate Side-hinged door y3 }� t X BUCK DWG.ft. JK m uttRAcoN Product Approval for door construction detalls cwc en LFs 3 g WOOD SCREW INSTALLATION NOTES: lA7CN b DEAD80LTDETAK oRtimHc No,: ce 1.Maintain a minimum 5/8"edge distance,r"end distance,&1"a.c.spacing or not shown,Including lock hardware,astragal,hinge HINGE DETAIL < FL-17055.4 = wood screws to prevent the splitting of wood. and threshold connections. o II SHEET 5 of 7 a UJ 8"(TyP.1 � a0 T'gyp.)� (T I I a I I SEE DETAIL 1 �'i '•.... ..• ' `��`^ h>n m I I L 2X BUCK I I — �� P ���� o r4i°D i II It►tl 111 Y o R.: TYP.HEAD I I MASONRY G IX BUCK I I o o a o Z NRY \ ae mo MASO & AMB ii $ OPENING JAMBS II \ �.a°g 9 d°(L U."� m d a — I I U. 0 I I m ASTRAGALLd ASTRAGAL I I FRAME o d SHOWN FOR 11 I S SHOWN FOR I _ v REFERENCE I I d 2X BUCK — REFERENCE =O ONLY I I z ONLY I I II II v(j ti o I I 2X BUCK I I O I I _ II II wo � w EL v II o x a L m BUCKANCHORING HINGEJAMB FRAMEANCHORING ASTRAGAL STRIKE JAMS I m 00 ppN N E V) a W W E O Gu N CONCRETE ANCHOR NOTES: a ?i 1.Concrete anchor locations at the comers may be adjusted to maintain the min. L 2X BUCK iX BUCKLH 9 0 f a' o: edge distance to mortarjoints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to H 1 X BUCK 2X BUCK a a a maintain the min.edge distance to mortar joints,additional concrete'anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 31 o 3 Concrete anchor table aw z 1L MIN.CLEARANCE' MIN CkEARANCE o�^)^ ANCHOR ANCHOR MIAf' .. 11 ;EMBEDMEAfI TOM,ASONRY TOADJACENi c o N 'm LL TYPE SIZE ::.ANCHOR ITW TAPCON® 3/16" 1.1/4" 3" o�tE 5/28/14 s z ITW Note: DETAIL 1 HINGE DETAILz SME, N.T.S. coN® 1/4" 1.1/4" r 4" See separate Side-hinged door M.BY. JK m' Co Product Approval for door construction details® 1/4" 14" cMx.er: LFS[UfE ACON not shown,including lock hardware,astragal,hinge oruMNo NO.: WOOD SCREW INSTALLATION NOTES: and threshold connections. ?' 1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of FL-17055.4 0 wood screws to prevent the splitting of wood. sMm, 6 or 7 a 0 r. z '�. �. �4,0: ^� a� �.`� °°n.6 8 2.. BILL OF MATERIALS c a o u DFM Y DESCRIMON MAlER1AL \ N o L Z°c m 9 m w A 1X BUCK SG>=0.55 WOOD \ m aa`2 B 2X BUCK SG>=0.55 WOOD v C 1/4"MAX.SHIM SPACE LL �o Z D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" E� E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE �a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL g H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o K 1/4"X 3-1/4"PFH ELCO OR UW CONCRETE SCREW STEEL `��`z L #10X2-1/2"PFHWOOD SCREW(1.15"MIN.EMBEDMENT) STEEL w'zog M #8X1-1/2"PFH WOOD SCREW STEEL N 3/16"X 2-3/4"PFH[TW CONCRETE SCREW STEEL ' P #8 X 2'PFH WOOD SCREW STEEL 0.406" 2.188" K m 1 HEAD AND JAMB Wood flour/PVC 7 WEATHERSTRIP(QEBD650 Q-LON) FOAM T HEAUaSIDEJAMe a a 9 HINGE STEEL 11 #9 X 3/N PFH WOOD SCREW STEEL �m 22 DEADBOLT STRIKE PLATE STEEL 23 LATCH STRIKE PLATE STEEL 24 #10 X 3/4"PFH SMS STEEL 31 ASTRAGALSTRIKE PLATE STEEL N 1_4`E a E z N k'k'a • w z O N N O O_N m ]� 1)04-0 z v g DA lF 5 28 14 i Y sr c• N.T.S. 9 DM BY: JK m' CNK.BY. la LFS 3 DRAWING NO.: f FL-17055.4 ° 0 U' tV sKu 7 OF 7 p