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Product Approval-FL15037-R3
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Ho Ida tdA°l Product Approval "-, USER:Public User Product Approval Menu>Product or Application Search>Application i tat>Application Detail FL# FL15037 R3 9 l , Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 sl (419) 298-1740 rickw@rwbldgconsultants.com • Authorized Signature • Vivian Wright rickw@rwbIdgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email R Category Exterior Doors Subcategory Swinging Exterior Door Assemblies jCompliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :.i 0 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 12/31/2021 Validated By Ryan J. King, P.E. D Validation Checklist- Hardcopy Received I Certificate of Independence FL15037 R3 COI (a) Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ! ASTM E1996 2002 • ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15037 R3 Eouiv (a) Equivalency of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/21/2017 Date Approved 12/12/2017 '" Summary of Products FL# Model,Number or Name Description 15037.1 a. Opaque Fiberglass Door 16'8 "Impact" Opaque"Fiber-Classic", "Smooth-Star" or"Classic- Craft"Single Fiberglass Door with or without"Impact" Sidelite or Sidelites - Outswing/Inswing (X, OX or XO; OXO) Configurations • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R3 II (a) Inst 15037.1.udf 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 15037.1 for Design Pressure Ratings, any FL15037 R3 AE (a) Eva! 15037.1,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FiberClassic and SmoothStar doors and I , sidelites, this product approval requires the use of"J" part numbers for these doors and sidelites, which have been stained , or painted within six months of installation.) 15037.2 lb. Opaque Fiberglass Door 6'8 "Impact"Opaque"Fiber-Classic", "Smooth-Star"or"Classic- Craft" Double Fiberglass Door with or without"Impact"Sidelites -Outswing/Inswing (XX or OXXO) Configurations • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R3 II (a) Inst 15037.2,odf 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 15037.2 for Design Pressure Ratings, any FL15037 R3 AE (a) Eval 15037.2.ptlf - _ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FiberClassic and SmoothStar doors and sidelites, this product approval requires the use of"J" part numbers for these doors and sidelites, which have been stained or painted within six months of installation.) 15037.3 (c. Opaque Fiberglass Door 8'0 "Impact" Opaque"Fiber-Classic", "Smooth-Star" or"Classic- 1 Craft"Single Fiberglass Door with or without"Impact" Sidelite • or Sidelites -Outswing/Inswing (X, OX or XO; OXO) Configurations Limits of Use Installation Instructions ti," Approved for use in HVHZ: No FL15037 R3 II (a) Inst 15037,3,ndf 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 15037.3 for Design Pressure Ratings, any FL15037 R3 AE (a) Eval 15037.3,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FiberClassic and SmoothStar doors and sidelites, this product approval requires the use of"J" part numbers for these doors and sidelites, which have been stained or painted within six months of installation.) 15037.4 Id. Opaque Fiberglass Door 8'0 "Impact" Opaque"Fiber-Classic", "Smooth-Star" or"Classic- Craft" Double Fiberglass Door with or without"Impact"Sidelites -Outswing/Inswing (XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R3 II (a) Inst 15037.4.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 15037.4 for Design Pressure Ratings, any FL15037 R3 AE (a) Eval 15037.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FiberClassic and SmoothStar doors and ' sidelites, this product approval requires the use of"3" part numbers for these doors and sidelites, which have been stained 1 or painted within six months of installation.) ontact is:: •• •,- t••• • .,. -- ••phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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: •-4'• ;heck " 6 Credit Card Safe securityMETRIcs- • 1 R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 October 2,2017 RAA-A Product-Job-Lab-LIsts\A-Florida-Product Approvals\Florida Scanned Postings\Place Holders\Certificate of Independence.doc Sheet 1 of 1 l , R R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 October 17, 2017 To Whom It May Concern: FL-1503 7 Equivalency of Standards ASTM E 1996-02 Equivalent to ASTM E 1996-05 , The products referenced in this Product Approval have been tested in accordance with ASTM E 1996-02. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 1996-02 is equivalent to ASTM E 1996-05, which is the reference standard and year that has been adopted by the 6th Edition(2017)Florida Building Code. „.,% ?BBTQgge X0, �a 9--. ._.___tiV;;, % .... rte° A4.© 1047 m ° \,...• �o 43409 , Lyndon F. Schmidt, P. . o ;; - FL No. 43409 °�� a Sat. !JAI” �� °of CA No. 9813 °. �': �8d8UGGS6duJs. . i I toitiiii r„ 114.75'MAX.FRAME WIDTH-_-_._....._............— \. .........7i`e;,_ TIIERIV1ALTRU® ...., 37.75"MAX. 37.75"MAX. _ g �:Q_ci n FRAME WIDTH FRAME WIDTH CAS Z * ?O� m THERMA TRU DOORS f ' .. `5�'�zU° , gym" 1 18 INDUSTRIAL DR., EDGERTON, 0 43517 /J ® ® /�/ ~/'/////rrl 41PFOY \ >>Mrn Z — OPAQUE FIBERGLASS DOOR rn o �' --- m s"Zz wv-a -c�-o-z o- P , _ Ern z m m w/ and w/®Ut SI®ELITES o e o m5do LI .:ET g, INSWING/ OUTS WING o,, m o" =z p� O e cw "IMPACT" < O o �d o v v LL in / / w co o -- Fr 1. This productGENERAL NOTES has been evaluated and is in compliance with the 6th Edition(2017)Florida Building --_.._l.._/ — o .. o z rz Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a� Co' " rr n _ 37.75"MAX. lal 76.25"MAX.FRAME WIDTH—•--Ir- Li 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base FRAME WIDTHr.._ N ,, material shall be beyond wall dressing or stucco. CH (F1 o w 3. When used in areas requiring wind borne debris protection,this product complies with FBC ® ® / ® ® a a o z Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.The glazing z //I &,;-' meets missile level"D".The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and FBC N Cn} o Sections 1609.1.2.2&R301.2.1.2.1. z 0 v c v v o m VI _ w = x mm E 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x w N 4 Y1- 8 buck masonry construction. w LL z o 0 e e NN 5. Site conditions that deviate from the details of this drawing require further engineering analysis by 0 0 0 o o a a W dL. Z Li a licensed engineer or registered architect. o o v a x z N I- e. TABLE OF CONTENTS >< --6'n / o oct o SHEET# DESCRIPTION a �/� ~~ a1 Typical elevations,design pressures&general notes a r� o r iu.< o 2 Smooth Star door panel details I f a s ci 3 Fiber Classic door panel details _ t 7 4 Classic Craft door panel details a 5 Smooth Star sidelite panel details and glazing details Z. a 6 Fiber Classic sidelitepanel details and glazingeta MAX OVERALL' 2 i- 2 MAX DESIGN PRESSURE(PSF) o o 7 Classic Craft sidelite panel details and glazing details FRAME D'L:O 8 Elevations DIMENSION DIMENSION POSITIVE NEGATI_VE,, N"Oz o° Li 9 Horizontal cross sections DATE: 8/21/12 = z 10 Horizontal cross sections 37.75"x 98.0" N/A +50.0 -50.0 w _ 11 Vertical cross sections • SCALE N.T.S. 12 Vertical cross sections 76.25"x 98.0" 21.00"x 78.75" +50.0 -50.0 Gwc.BY: JK rn 13 Horizontal and vertical cross sections CHK.BY: LFS E 14 Buck anchoring - -- GROWING NO.: — — --- 15 Frame anchoring --_ ___ _ 114.75"x 98.0" 21.00"x 78.75" +50.0 -50.0 FL-15037.3 0 16 Bill of materials and components -- - - - clC ___ ___ SHEET 1 OF 1_6 _ [ _— V R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-15037 PC SS CC Impact Opaque Nan-HVHZ\C-Drawings\FL-15037(2017)\FL-15037.dwg,2.3 m > O 1 > 70 XI —I m C) t O ■ CO 8 [ a 0 0 \ / \ � °Rio., .o r.,`" Z [ , , ■ ,,,, N r-m I �'i P I9525'MAX.DOOR PANEL HOGHT r > 'r I • • : a,: .I N O . O c m o m 2 _ ^+. N • m O Z m X Do M H .�._ y 70 rail m 41z z ' ';00 a om x. T N N ami pa ma 0 it H M y s n z Z Orn � • J m t m O m Jia x "I r" •0 0y � =0 O • Tj3 m 5 n O m O m m y 5A zym yz 0- NN �L Vm v/ ...._� T A (7 u TT y �_ 1 Co, n I I 0.87' . 0.91" II O tttt i,, Z ♦0*•SCFIM//////' 0 i/-7 .No.43409. A / * I*= October 17,2017 17'13 t n a PRODUCT: Documents Prepared By: 1,0 • SWEDE 'a rm- 1 I^ - THERMA—TRU Lyndon F. Schmidt �'ii�•‘ .• FZORIDR G\��` I CO S 5 Co P.E. No. 43409 /j V I , (Jr o Z NJ /i r MAL„ o O -i 2 10/17/17 UPDATE TO 6TH ED. (2077) FBC LFS PART OR ASSEMBLY: @�A�BUILDING CONSULTANTS, INC. -1 v x (A 1 1/15/15 UPDATE TO 5TH ED. (2014) FBC LFS J U4 P.O. Boz 230, Volrlco, FL 33595 SMOOTH ITAR °i Cu I") NO. DATE BY DOOR PANELSDETAILS Phone No.: 813.659.9197 ;I REVISIONS FBPE C.A. No. 9813 ©IC12 R.W.001Lo ING CONSULTANTS INC. I ' I RKlients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-15037 FC SS CC Impact Opaque Non-IlVFIAC-Drawings\FL-15037(2017)\FL-1S037.dwo,3.3 to m m • x > m * x >> x,7) -,,), I\ / \ / -, IMI -0 ozo„,0 q 9. 0 RI \ , / g m I-•••—1.7"—I: (.1 I . ..,.. 1 M I-4 b rr 1 0 " i I I 1 1 95.25'MAX.DOOR PANEL HEIGHT R [ '013 1 1 I . ... . ..., a.1..i'.. 5 a ),-..] i. : , , • • x . . .. _ . . 0 ac C/7q : :' : ;'"• 'I „t, :6 b° .] -::1,, I ?, xr-, -4 -I 7) m ci i - - - • .'-, r-- M .,, . . - .••••. _ .. 5 .3”" 2 _,›_.> !)::),,•m! ,z, ,,,, •-••••••..,- • ,17E.: rro . . . • • • • , . . .:.e .:.- :: ::::. o s .........,•::,;• , : : Z . • ,• ..• .•• ..''',.:•,:-..,.-:.....:: . . . , 1 ---'2 ',-.. .:-'-...... 0, •:,•:•::....-;.',.,,, O 0 .). 7. 1 I '7i i 2 -- LOP i 1 P-,-. -. 7.....6.72 —rn .Al ' 3 ...z,3 0,t5..., 2,r-2. 5 E m0 , .- x 1 n r— 0 -%D7 10 —I —>m S3 rn 5 x ,..,7r -EC Z / • 0-.. •2•••••:','f,••"',.'•-•:•;.•-••••:,.'••••":''' .-.....:.,••••:....:•-':....:.-:. .• ••••••.....,.. ,,•:,:.-•.....::••:-.-.:,......--:.•••:•••:••=-...--•••• ,-.4*.ir,,! b- uç c., (..., rri n •-•I fzi ir n.' 1-• 1 1.17" -i 1- I 0.91" 011111M/4,, ,••‘‘00A%i 5 %":"%1GF-Nsi.'••?. ''1. ..., __........;..,-,:or I No.43409 ... •:: • I _ --.: * i*= : :...' October 17,2017 ''' N 9 „9 9, PRODUCT: Documents Prepared ler 1. \ grAy8g3F A ' F, rn 7 THERMA—TRU Lyndon F. Schmidt 41::„.,e,.f,Z..9511e.`._.&.••••&..s.:.:.‘g . . ICA ..... z ••• U10 z Isd 411111111%"" o a - i...,,...-- 2 10/17/17 UPDATE TO 6TH ED. (2017) FBC IFS PART OR ASSEMBLY: Cp BUILDING CONSULTANTS, INC. I—.: :•••I T.`,.1 !.0 m 1 1/15/15 UPDATE TO 5TH ED. (2014) FBC IFS tit.:WP.O. Box 230, Volrieo, FL 33595 FIBER CLASSIC p) (..., is) NO. DATE BY DOOR PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 i ©2012 R.W.BUILDING CONSULTANTS INC. / I 4 . ,I R\Clients\Therms Tru PERMANENT\A-Florida Product Approvals\FL-15037 FC SS CC Impact Opaque Non-HVHZ\C-Drawings\FL-15037(2017hFL-15037.dwg,4.3 'Ar 2 D ao n* -m 4 1.52"--1 a n n , \ I -o z �g ` 1 D m I . rn Q '—r pp O \ z 0 F L" O N N �� C /s. ) s* ii-iWariW 4.Iiiille . e - 9525"MAX.DOOR PANEL HEIGHT ' oilD N O f1 :c.± A rrt 5 -_D.' Q Z m. A 70 V.r•" o .'OO oO §O m m w 1. O 08 me 7,1 - N N M Z P., r m II G P I--1.75' ;ovmp Rr O 0 o 79'7( 5 BO0 `��' p yzT��i; �o 0�' zZrn LiZ �� CID v- m X _r . ... . m m Pe xi 0 .- - ii Lr,a : . , : .. 12 , 0.44"... m • I-F I 0.44" 70 0 `♦11111I11/I/4 No.43409 � October 17,2017 �_'fl.. * :jj*y���= v PRODUCT: Documents Prepared By: Q'•• STATE OF r�(/+ L� -n g - o g m THERMA—TRU Lyndon F. Schmidt 'I, ** „�tOR10.`•%A.S.am~ � rI o m P.E. No. 43409 I 94 Iq ' I� o Ittiltl« o. o :. Z ro 2 10/17/17 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: G��f f BUILDING CONSULTANTS. INC. V 'n z t>7 . 1 1/15/15 UPDATE TO 5TH ED. (2014) FRC IFS cf l.ltiJ P.O. Box 1230, Volrico, FL 33595 Irn' LI i" NO_ DATE BY CLASSIC CRAFT DY Phone No.: 813.659.9197 DOOR PANEL DETAILS REVISIONS FBPE C.A. No. 9813 ©2012 R.W.BUILDING CONSULTANTS INC. Il -- _ — \‘`‘ `_,amu*ru„`,,,,�i TOP RAIL I�1.6T' ►I ��� V..<9'-' m (COMP.) `O•• .. i EXTERIOR _�_°� 6'`1- 0.66” 0.66" 7.N .7 z� * S 0`-.LL n 1 r EXTERIOR • = r1 r 6 :v, y��v; ii m ,I� ..••'•�/�\� FQ'•FNM \ ,�1E Mil ` _ pru lu'� 2Mmz t• �� tF / / m U N J N n L o o m o° STILE(WOOD) INTERIOR111rAllIllr STILE(WOOD) rN. a N a m o a iL INTERIOR E oZ 0 0 Liv° V U C41 PANEL MAX. 1 HORIZONTAL CROSS SECTION o 0 3`d 1.1 r PANEL WIDTH O �� 5 III���111111 PI 21.00"MAX. z D.L.O. a 2 �Q 5 EXTERIOR W o ca CELLULAR -' 1/T •GLASS BITE m yz GLAZING 1"THK.GLASS = w iz- 0 TAPE ~ N �'� //// 1/8"TEMPERED GLASS / o 6 1-..../ = AIR SPACE 0 / '�...... ...m EXTERIOR INTERIOR & < `n z 5/32"ANNEALED GLASS a a �� �m o lijhb.i... N. _� 0.090"PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) CO m E _. r/ L. CI Z #10X1-1/7'PPHSMS 1/8"ANNEALED GLASS n* ,V" — i i DOW 995 OR SIKH 552 0 0 tn x SWIGGLEGLAZING �,„ „ „\ ,!� LL o - © 0 3A SPACERS z Oo INTERIOR w w o GT GLAZING DETAIL 0'41 co 0 LTi o w o r FOAM CORE ~i- a (POLYURETHANE- a / 2"-- 1.3T tO o 0 1.4 u, 1.9 PCF MIN.) o 7= z ��/ �a FIBERGLASS SKIN " 53 i , Ilr- (MIN 0.065"THICKNESS) ^ ¢ O- i `� 0.06" N a 7 BOTTOM RAIL z (COMP.) 0 z 0 a D A EXTERIOR FRAME A INTERIOR FRAME 3A LRE FRAME TRIM 1.pli i DATE 8/21/12 i 'a". (ALUM.) (ALUM.) (ALUM) SCALE: N.T.S. o DWG.BY: JK m' 6,-;)SIDELITE PANEL (---1.51"-..-1 Smooth Star CHK.BY: LFS OVERTICAL CROSS SECTION DRAWING NO, N 5 FL-15037.3 p DI SHEET 5 OF 10 0 z - - - ---- - /0111111 pG TOP RAIL r---1.67'--I QAC;• ••. !":::•••Y`.'1' 2 G1 EXTERIOR (COMP.) =citg $o°.1- 2 0.66" _U y� v 4, w 1:Q.ci ro EXTERIOR E �~z n 0.66,. j 9 z° 6 R':O m i_._ ii MH Uo mr. immi Lf. l -` i1 ' r. ., Eg z m Z d 0 STILE(WOOD) ' INTERIOR �W -IV STILE(WOOD) a u a m a a '24 di INTERIOR II �z o 36.00 MAX. W O o 3d PANEL WIDTH CI HORIZONTAL CROSS SECTION � , W F 21.00"MAX. yam' D.L.O. a W� el EXTERIOR a o0 LL !A 1/2"GLASS BITE ¢ �� �_ CELLULAR m c)? GLAZING 1"INK.GLASS = w �5 6 / TAPE j--- - a 5s' // 1/8"TEMPERED GLASS ij g Ix _ AIR SPACE p w z r MEIM 5/32"ANNEALED GLASS EXTERIOR INTERIOR a a m ~ ��0.090"PVB INTERLAYER 2 . J.,....�14 (SAFLEX OR KURARAY BUTACITE) 0 CI g. E o Z #10X1-1/2"PPHSMS 1/8"ANNEALED GLASS X o¢ CD DOW 995 OR SIKH 552 0 0 SWIGGLE GLAZING '� �y V O 5 O SPACER ,r1 d o N m I n o INTERIOR w w o Gl GLAZING DETAIL 0 5 FIBERGLASS SKIN oEx o (MIN 0.065"THICKNESS) l- a o 1.42" 1.32" - in o 0 FOAM CORE Q.Q. 6 v' / (POLYURETHANE- n 0 � �1 Ir) la 1.9 PCF MIN.) C w i LL9. Y 0.06" v°�i 2 o g 1 BOTTOM RAIL i z (COMP.) I a-o o° a EXTERIOR FRAME INTERIOR FRAME LITE FRAME TRIM DATE 8/21/12 0 z p lA (ALUM.) 2A (ALUM.) $A (ALUM.) L ` SCALE, N.T.S. SIDELITE PANEL DWG.BY: JK m' CHK.BY: LFS 3 51 Fiber Classic O VERTICAL CROSS SECTION DRAWING NO.: N 6N FL-15037.3 0 SHEET 6 OF 16 N V K - --_---—------ - -= --- -__- _- --- - ````tom IHg „ TOP RAIL I-1.6T'—�I .� .....4.0,,„ •y EXTERIOR (COMP.) + ;1.9' -0.66" `Z14, 8 6° ' "N' -0.66' 7 .70 "1 $i1`_ci ro 11 z Nil z 4:0 o :�'•. .0� o a � • r rrr ntt rn o lim o 1 4411 fLJL:f !� I§ 'z U N .r____..I b - . - F P I.9 Z O Z U STILE(WOOD) �✓ STILE(WOOD) 44 N o a° o `o a rn INTERIOR N Y 4 4' 'm d a l • °i ^ c 6 z ,...: 1 HORIZONTAL CROSS SECTION 51 36.00MAX. _ " .-----141. O S '�a _ PANEL" WIDTH 7 ( 21.00 MAX. Fe D.L.O. © EXTERIOR ww m00 Q CELLULAR 1/7GLASSBITE 'z GLAZING 1"THK.GLASS J �N TAPE m c0D I 1/8"TEMPERED GLASS a c5),y� rin AIRSPACEFN �w� g5/32"ANNEALED GLASS oo v� �► EXTERIOR 11 INTERIOR aaz 0"PVB INTERLAYER �� (SAFLEX OR KURARAY BUTACITE) mal ri. #10X1-1/2'PPHSMS J 1/B"ANNEALED GLASSco coE DDOW 995 OR SIKA 552 SWIGGLE GLAZING LLo SPACERO 00INTERIOR �� O �� In 12 ovJ1 © OGII0n o O GLAZING DETAIL LIJO LaiO oe. ° cl 'n tW- 20. a 1.42' 1.32" Tn a a 6 u, FIBERGLASS SKINo Ir-111 } o (MIN 0.090"THICKNESS) oN,_-c h �� FOAM CORE I 0.06" (POLYURETHANE- o\0 'm q ��VJI + 7 1.9 PCF MIN.) = o 0 F • n z a w BOTTOM RAIL DATE: 8/27;1 2 i z D A EXTERIOR FRAME :A INTERIOR FRAME 3A LTTE FRAME TRIM (COMP.) 1o (ALUM.) (ALUM.) (ALUM.) SCALE: N.T.S. 5 a DWG.BY: JI< m a;)SIDELRE PANEL DRAWING BY: LFS Classic Craft N € OVERTICAL CROSS SECTION DRAWING NO.: FL-15037.3 0 SHEET 7 OF 16 L' U R:\Clients\Therms Tru PERMANENT\A-Florida Product Approvals\FL-15037 FC SS CC Impact Opaque Non-HVHZ\C-Drawings\FL-15037(2017)\FL-15037.dwg,8.3 I ll m®® 1 O 4 O [ _,,. iii 1 m r < [ \ > ct. es ,_--..„ ID r r ( I ®�® 4 COCO . CO 1 4 I i e L ,,,, .A. ID , ha w rnrn IV A \\ ®© 4 Z 75 000 s. U I!I O ® / \ / 41)411) mil $414. 0 1 , . , 4 I I 0411).. ®® 4, \\ O \\ 4 1 (Oi n -- , / \ \ El 8 41) 1 1 / / — C \ , UM 411)13) 4 0 Ab 0 AD 0 ,.,V` ,scHM�oJ ,,\`� ® � F - 1 1. No.43409 October 17,2017 I x s g -aDi _ PRODUCT: Documents Prepared By. 1.e, .• 8TATEOF :\`( ` .' n coTFRMA—TR11 .;> ••�Op1p •,. ir irt . z. Cn P Z N t1f11111110 q a r- ` ti 2 10/17/17 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: /KJ� /BUILDING CONSULTANTS, INC. , C (n 1/15/15 UPDATE TO 5TH ED. (2014) FBC LFS t 1. / P.O. Box 230, VDlrico, FL 33595 ID N0. DATE BY ELEVATIONS vV Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS Inc. I R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-15037 FC S5 CC Impact Opaque Non-HVHZ\C-Drawings\FL-15037(2017)\FL-15037.dwg,9.3 ii .oma ° a ° a o a a a O—x as ° CI W."-ii7.111111 IIIIWIIIIIIIIIIIIIII.O 1iJ 1191:11 . s' -30 . p$ r- v Z _�� railliart_ -0RI w, __L// '� .i f 0 "T O 0 A 8 Ex Z 0 rn 20 rn 0 r" O O A A 7, O ._ 0 Zt 7 N 0 pyo O � } y _ 0 OIO E 7. O �:�� O9 r FF.; O � ` ag-N �a Ta a WCII , M". '--I a Z a a CO a 0 m 0 ��ta a p I O 11 .g 10 so © o`A aa 0a"11:4 „, ' - ,, ,,'' n ja t...., .:_.. a ```1111 11II11///7/ ` \t".. .IGEP4.14:.....1. '', i No.4349.....'......'...;-- 7.kt * i*= October 17,2017 s $ 2 c2£i '' g _ PRODUCT: Documents Prepared By: .. SIVE OF /• r�1^ 2 x t' `, THERMA—TRU Lyndon F. Schmidt �i `..'•.�;COR1OR ' .k I� I z co P.E. No. 43409 '/%761 Q 0%, Cr' . Z N /1111111111 0 0 ' y 2 10/17/17 UPDATE TO 6TH ED. (201 7) FBC IFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. ' 1 :.,1 vl 1 1/15/15 UPDATE TO 5TH ED. (2014) FBC LES LAW' 01M NO. DATE BY HORIZONTAL CROSS SECTIONS phone No23813.65991s� 33595 REVISIONS FBPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. i NOTE: 1. Sidelite ass'y fastener.6"from each a '� end and 6 more screws equally _V �' v �'Q-d spaced between(8 screws total :N. '4' * g Z`Z I. perjamb). .s..,`p--rig, VW 'GJ� om �, •''iG�`• ,jinn 1 ''''iirrrrr•1I .• .. rn>in co 1 "1 m g• O U M N •• ro v O x _.'4 r. C E� zm° o o °n f' o 9 mitt'cu C °a d oa r:aa mdaL, -0E oZ r U U Li 0 1-1/4"MIN. ©SEE NOTE 1 ''' EXTERIOR 0 SEE NOTE 1I. O o 3d EMB.(TYP.) Q cn o Rmm® 0 N ° ° O ® '') SEE NOTE 1 © 0 0 000 h %.." • EXTERIOR kial tz'14 I it IcJIr//A 1 .. ,, o Z ° O ?• INTERIOR �1 12 Ig- ° ? Sir A k r INTERIOR »�««* D o m iii ., ,,.. A 11! r m� E ° I 0.15" `N N t2 (�—MINK O 0 w w o_ °. Oix O (TYP.) O m� 2 86 O O O ~ rn O O P ti ti a E o0 g » ° z — ®HORIZONTAL CROSS SECTION ell HORIZONTAL CROSS SECTION ®HORIZONTAL CROSS SECTION - 1- aI Outswing configuration shown Outswing configuration shown I Outswing configuration shown o o Inswing also approved Inswing also approved Inswing also approved — • i N" O Zr) Z DATE: 8/21/12 2 Z 2 SCALE: N.T.S. , T DWG.BY: JK m CNK.BY: LFS 3 E DRAWING NO.: R FL-15037.3 n 0 E. SHEET 10 OF 16 N-- tieEL R1Clients\Thermo Tru PERMANENT\A-Florida Product Approvals\FL-15037 FC SS CC Impact Opaque Non-HVHAC-Drawings\FL-15037(2017)\FL-15037.dwg,11.3 I 1-1/4"MIN. EMB.(TYP.) 0 e _ O 0 �� x m ill 0 m x 0 o A 0 O ° o iD . ,� �a ° ° r��_ n t0Oy °.W ° Z ° ° O zx Et e Zrn O_D.tS '''''- i 'NI oma n�,�oa ael 4o,mnZ zjDRO ° 1111 � ° 4D liii1 IA 17 . 4° ° •a ° 0.15" ° v C'SINK-� ° (TYP.) O a ° © O ° 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. 0 e rEMB.(TYP.) 0 2 m 0 O 1 0 A m 0 O . v ED x, . . °p 111 . -� � I >. sm ° !.. ( )- co n \ . ° `.r����, oma \,0 < 8 co n it c n � °• 6 n ° m Qy l7 °. ' �y e,.... a Q .,,m,1,Z,1\\11111 m N , g h °o ,i I 0 p n 1111111111\II\1111111= O p,, k O O �° o 0 1-1/4"MIN. 1 EMB.(TYP.) O © g\\Q\ar:N1j._ -f", * ;*E October 17,2017 r— x m _ PRODUCT: Documents Prepared By: Bio%\ BrAmoF d jJ` I o tri THERMA—TRU Lyndon F. Schmidt % '•-�ZOR1D?` p�� P.E. No. 43409 P 2 N 7j/11111111\\\ _ W y 2 10/17/17 UPDATE TO 6TH E.D. (2017) FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. �I pl 1 1/15/15 UPDATE TO 5Th ED. (2014) FBC LFS Im L+ to N NO. DATE BY VERTICAL 11 phone NoO. Box 23813.659.s1g7 33595 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. - - -- - , t,1 r1 ,, NOTE: .�\N *.. 2.4,, 1. Sidelite ass'y fastener:3"from each k r•••• •`•.H<9"i.• �' N end and O.C.(TYP.)line. i E' o $c � ..-t= n a -,....4 z G r'i,:y�` I:m v ��1.: a e %i� *PCO\���` >> rn 0 < o n ° p ° /1711 1111\\ m M ° ' 0r) z° �~ N n ep 5 O a N O (7 x 2 ' z ° `� I \ ^ o E m z m m a ' o 111 o Lo ] cw O w Na d o a r.4.. CO kili.4 1-,,,,i I m min mom p � t z Fa mao.m i p 0 _L. .m o E 9z ch 'u cw 000 ',v t m®® Illik‘a � Il SEE NOTE 1 © %=� O E. SEE NOTE 1 © 9Jj U EXTERIORINTERIOR EXTERIOR INTERIOR i 31.,, ES W c`;,' ®VERTICAL CROSS SECTION ®VERTICAL CROSS SECTIONU < 6 6 Outswing confirguration Shown w/1X sub-buck w = Outswing configuration 0 = o r O 0. a z Jr a M 0 INTERIOR ilii,/ EXTERIOR 0� E EXTERIOR INTERIOR %%`/ N m N 1- IA SEE NOTE 1 r // ®® SEE NOTE 1 Q 00 N N iii ® e� _ d L v a p o > n p 1n Q 11 q p n n o" p n Z _ e N._O . I npe ^ n z U Z uJ O 0 Z DATE: 8/21/72 z 2 SCALE: N,T.S. 0 e VERTICAL CROSS SECTION ®VERTICAL CROSS SECTION OWG. • BY: .fl( W Outswing configuration Inswing configuration CHI.BV: LFS E \ DRAWING NO.: FL-15037.3 N 0 w SHEET 12 OF 76 0 V K © 00 �: �O © �� 1.5'MAX. Q . • © y T' o: .17... n© 1.25' MIN.--1 -n;§ V Aga=a'9 =Na7 z g@; --- - ,„,unult, Jam` •'o' -4N m o ��8 4 4" - . ill I I---8" "--1 1-. 1\'r... g a, g A .0 a 0 .4-4 • . . \ •:--r-- I I III I I I I III I I I wa mn 9d .b., m I I\ 7 . 7 ....... a maaCL OTYP.HEAD o u g &JAMBS O O o 0 .'20: N 1 TYP.HEAD ASTRAGAL _ TYP.HEAD MASONRY J MASONRY &JAMBS SHOWN FOR MASONRY- &JAMBS i LL OPENING OPENING REFERENCE OPENING n I I � 2X BUCK 2X BUCK 2X BUCK Z _ _ FRAME _ E o SHOWN FOR a , z REFERENCE ._ o E i. Litz .oU ioCIm w0 w0 c‘,O CC0 — r- i 0 Q a a �m 0. ___0. ______ ;,._,,._ III III — 4 E ° ,N..� v^ CO LL El BUCK ANCHORING BUCK ANCHORING w w 0 N BUCK ANCHORING = N LL CONCRETE ANCHOR NOTES: o o 1. Concrete anchor locations at the corners may be adjusted to maintain the min. '-'- o edge distance to mortar joints. i.L. • 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to a a El c-- maintain the min.edge distance to mortar joints,additional concrete anchors o o 3 a -- maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. 4 - 3. Concrete anchor table: F g. ANCHOR ANCHOR MIN': MIN,`CL.EARANCE.. MIN.CLEARANCE o °`TO MASONRY TO ADJACENT '. TYPE SIZE EMBEDMENT N-o 0 EDGE : ANCHOR:' : Z U LZ' i DATE: 8/21/12 i Z ® 1/4" 1-1/4" 2" 4" o a• TAPCON SCALE: N.T.S. ELCO 1/4" 1-1/4" 1" 4" DWG.ar: JK m' F ULTRACON® CHK.BY: LFS 3 E WOOD SCREW INSTALLATION NOTES: DRAWING NO.: CC 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-15037.3 - wood screws to prevent the splitting of wood. SHEET 14 of 16 N 0 •b- K e„„11.,,...,_�rrr" —16"1--.— 3 � 3 'V c `r Ol'Q=tiM 3.. I T 6 —►{ — 6311w•. z 4:fp` w m � � , >'.,. co.` z8 '• \ T 04-9/16"JAMB 1 I I I I I o I I I 1 1 I I I I III '''/�4 .O ' >>° 2,3 _ 49/16 — — 7 rNr I "N,� "' 06-9/16"JAMB •JAMB °"' _ O2X BUCK 2X BUCK ____,(\' a a DIRECT TO "`� — O — 06-9/16" _ — O 2X BUCK 4-9/16"JAMB ( _ O ^ z ,C2' MASONRY ] JAMB 1 0 ° Lo °m Ew 0 l X BUCK MASONRY 0 IX BUCK DIRECT TO MASONRY 0 1X BUCK '6-9/16"JAMB a p N a p o a '41TYP.HEAD& OPENING TYP.HEAD& MASONRY OPENING TYP.HEAD& DIRECT TO I a m d a w 3 JAMBS — JAMBS — — — JAMBS — MASONRY — d.... a 5 z°FRAME ' O FRAME f 4-9/16"JAMB o �wilI Oo 3aFRAME — �P' — _ 6-9/16"JAMBr O DIRECT TO TYP. MASONRY ca �n0 — — — — — — — 2 ^ ^O 0O a2X BUCK 2X BUC — F I — L 2X BUCK — F z ( TYP. ( TYP. cj ( TYP. — — TYP. — Er,r( w w - SILL SILL O SILL ( 51 P e?SILL O z a _ — — — —II o 1 I I 1 1 1 — U - 04-9/16"JAMB ' \ :._'' .� -• a m >- MASONRY DIRECT TO I 4-9/16"JAMB + m o OPENING FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING '— • 6-9/16"JAMB MASONRY 'OS9/ld'JPJ.1B mm �/ 4 V) DIRECT TO E N MASONRY DIRECT TO in o 0 LL MASONR © "o gi n CONCRETE ANCHOR NOTES: IX BU K 0 FA o 7. 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 111 N N edge distance to mortar joints. 2X BI CK O ® ®' D: 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to u, 0 0 . maintain the min.edge distance to mortar joints,additional concrete anchors ,-' " �� ® n=z 1.-.W a < may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. i� o 0 3. Concrete anchor table: ��� ©`���a B O >> z ANCHOR ANCHOR MIN: . MIN.CLEARANCE MIN.CLEARANCE �� ^v' TO MASONRY TO ADJACENT HINGE DETAIL —BI - 1- a EMBEDMENT DIRECT TO s TYPE SIZE EDGE ANCHOR:` MASONRY I] SEE HINGEo\� LL — " ITWa o 0 i T C nM® 1/4" 1-1/4" 2" 4" 1X BUCK 0 .� 0 2X BUCK©�rl� DETAIL DATE 8/21/72 z [ULTON® ELCO 1 4" 1.1/4" 1" 4" 2X BUCK©— I:�0 Ix BUCK 0 ® o / SCALE. N.T.S. d DIRECT TO 0 DWG.BY: JK m PC ® 3/16" 1-1/4" 3" 1-1/2" MASONRY • TAPCON cNN.Br: LES 3 E LATCH&DEADBOLTDETAIL — DRAWING NO.: N WOOD SCREW INSTALLATION NOTES: DEADBOLT DETAIL Standard Strike 1.Maintain a minimum 5/8"edge distance, 1"end distance,&1"o.c.spacing of Security Strike STRIKE JAMB HINGE JAMB FL-15037.5 wood screws to prevent the splitting of wood. Single(X)Configuration only N v SHEET 15 OF 16 g" ---- -- - ---- --- ---- --- -- - - _ -- - - -- `�TNJnIr ry BILL OF MATERIALS •' i N A'• �N.I0S ITEM 9 DESCRIPTION MATERIAL = o'q9 'N ` o•J- n A 1X BUCK SG>=0.42 WOOD 4.563" + .V: �t -i n ^U 6rc•:o� _em B 2X BUCK SG>=0.42 WOOD :�„ dJ: om C 1/4"MAX.SHIM SPACE - I in i ,�gn i o n �"/%*'••.. a•c D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL -Fk \ - 'i,�� PFQ````,� ti>° m MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI Tn II �I�:LI t,,,I��� m "' E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o F�2.36"--IT z M m z 6 O N F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL o v o o i d G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL EAD H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL O Jamb 8 SIDE N a h a 5 O t a 18 I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL ^« a m D a a J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL oso § s..j K #8 X 2-1/2"PFH WOOD SCREW STEELg w L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL T`+ O o 'a M #9 X 2-1/2"PFH WOOD SCREW STEEL g N 3/16"x 2-1/4"PFH ITW CONCRETE SCREW STEEL ` 0 3/16"x 2-3/4"PFH ITW CONCRETE SCREW STEEL 1 HEAD AND SIDE JAMB(PINE)SG>=0.42 WOOD I R z 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM I I )-- �Z m 12 #10 X 2"PFH WOOD SCREW STEEL F 4.563" I i m o 18 THRESHOLD OUTSWING ALUM./WOOD = N o0 22 INSWING SIDELITE ADAPTER STEEL T8 OUTSWING F... a u Threshold g ce m 23 OUTSWING SIDELITE SPACER STEEL o 24 #10 X 3/4"PFH WOOD SCREW STEEL 26 SECURITY DEADBOLT STRIKE STEEL a a 27 LATCH STRIKE PLATE STEEL [•-1.68" 5.83" - J j CO > - J 28 DEADBOLT PLATE STEEL --{ ° 29 4"X 4"HINGE STEEL I U 32 DOOR BOTTOM SWEEP PVC 1 i m m 5 a 33 INSWING THRESHOLD ALUM./WOOD U, 40 FIBERGLASS DOOR PANEL-SMOOTH STAR i �% AI N Y 41 FIBERGLASS DOOR PANEL-FIBER CLASSIC - L ',r. A/ �� w w o 42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT - __ 0. 50 FIBERGLASS SIDELITE PANEL-SMOOTH STAR - ®INS ING a,Si 51 FIBERGLASS SIDELITE PANEL-FIBER CLASSIC Threshold o oo Tj :, 52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT - tki 86 1X MULLION(SG>=0.42) WOOD 2.193" >j S o 'v- pp N u Y] F-I .C,W 2 9 ; ,r)I- '''LL �r-211$'—� o ; -ici 1 poN o O Z Li 1 DATE. 8/21/12 z C I SCALE: N.T.S. D (-,,;\3 OUTSWING SIDELITE INSWING SIDELITE DWG.BY: JK co Spacer 22 Adopter CNK.BY: LFS • E DRAWING NO.: FL-15037.3 N SHEET 16 OF 15 N i v ` ^ R R W Building C°n" ^^^" ^°' Inc. vv � B � ConsultingunEngineering Building Industry / P.0Box zmvmrico,rL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cerlificate of Authorization No,9813 . -. -- - ' . ' ' , ` � � �����K��� ~~, ~ - � . ' , �' � _ ° ,ort � - .. . . , _ _ .. ����� 17,1617 | �� . 1! Product ii Sub Category Manufacturer Product Name Category ' � �wCorporation OpaqueFiberglass Duv sx�h«'/ Swinging 11DIndustrial Drive with and vwuut Sidelites Exterior Door Doors' Assemblies,- Edgo�vn.On4zs17 msm'ino/Dutsv,iu9 i Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, inc.and Lyndon F. Schmidt, P.E.for Therma Tru Corporation based on Rule Chapter No.O1G20-3. Method 1Dof the State of Florida Product Approval,Department of , Business&Professional Regulation. F0�Building ConouKa�oand Lyndon F. Suhmid� not interest/. manufacturing or distributing the product or in any other entity involved in the approval process of the product named ` {{ herein. Limitations: 1. This has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone'(HVHZ). 2. Productanchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.The glazing meets missile level"D".The assembly excludes Wind Zone 4 as defined in ASTM E18Q8and FBCSections 100Q.12.2&R5O1212.1. 4. For 2x Stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site colinditions that deviate from the details of drawing Fl-16037.3 require further engineering analysis by a licensed engineer or registeredII II G. See drawing FL-i 5037.3 for size and design pressure limitations. 11 Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460274 ASTM E1800/13BG'OS Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01460440A ASTM E1886-05/1996-06&ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P,E. TEL 01460131 ASTM E1886/1996-02&ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P,E. TEL 06-0831-1 AAK8A/VVDM/V101/1.S.20A440'05 Testing Evaluation Lob../nc. Wendell W. Hanay, P.E. ASTM E1DOO/13Q6'D2 2. Miami'Dade NOA Materials Testing 16-1117.01 Tnosifn|/8utacibn°PVBInterlayer(uummyAmerica) 17-0712.05 Saflex Interlayer(Eastman Chemical Company) r. 3. Druvvi»nNo. Prepared by Signed&Sealed bv No. FLL15037.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. |! »«n»«pa»« Signedby 4. Calculations Prepared by n Anchoring ng RVVBuilding ConsuKante. Inc. (CA#0813) 5 Quality Assurance ~ `' ` � � C rU� teofParUoipmUonioouodbyNoUons|/ c�di��onand �� �n 4 ��9 Management\na�uha.cerUf�ngthat ThonnaTru Corpu��onio -� 3 � . `'^ ': f. � - manufacturing pmductowithin o quu|dyassurance pmgmmdh�gcomplies 1..„' `� .n with ISO/IEC 17O3Oand Guide 53. ��(}-^. - - ',..`,i. -~ �(/ ' - -^� ^� ^ Lyndon F.8chm � | ��'� �� ��~ FLPENo. P.E.434O3 ' `**u` '. r "'‘ ,7.':',;:.,.:.z,-;',.-':- 10/17/2017 Sheet 1of1 . .