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HomeMy WebLinkAboutProduct Approval-Doos '6/13/2019 Florida Building Code Online BCIS Home ? Login User Registration i Hot Topics i Submit Surcharge i Stats&Facts t Publications ; Contact Us SCIS Site Map ( Links a Search Flaiida Product Approval I4M1, USER:Public User Product—Approval Menu>Product or Application Search>Application List> Iicp tkm�e all f✓�;..^7-f s ---�} ""_"^'mow, £ i F-# FL14803-R4 Application Type evlson Code Version 2017 Application Status Approved Comments Archived Product Manufacturer DLP INDUSTRIES,INC. Address/Phone/Email 2125 SW 60 WAY HOLLYWOOD,FL 33023 (800)243-7373 DLPIN DUSTRIES@AOLCOM Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Brian Phipps Address/Phone/Email 2125 SW 60 Way HOLLYWOOD,FL 33023 (800)243-7373 DLPINDUSTRIES@AOL.COM Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 12/31/2019 Validated By Ryan 1. King,P.E. r Validation Checklist-Hardcopy Received Certificate of Independence FL14803 R4 COI (a)Certificate of Independence.pdf l Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 j 2006 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 201,202,203 1994 Equivalence of Product Standards Certified By httpsJ/fioridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquHlFzfePouW33%2b°/a2fDB5H9RV89rR31ibBUHP8kZPekOHFw%3d%3d 1/3 6 13/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/28/2017 Date Validated 08/29/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summary of Products FL# Model Number or Name Description 5-4803.1 a.WINDSERT WINDSERT'"'an operational window insert utilizing a 6'8 1 Plastrpo'Non-Impact"Outswing Single Door-available configurations(X) Limits of Use Installation Instructions Approved for use in HVHZ-No FI-14803 R4.II (a-)Inst 14803.1.P&f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant-No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 14803.1 for Design Pressure Ratings,any FL14803 R4 AE (a)Eval-14803.1.pAf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 14803.2 i b. WINDSERT WINDSER"an operational window insert utilizing a 6'8 Plastrpo"Non-Impact"Outswing Single Door with Sidelites- alif vailable configurations(XO or OX and OXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R4 11 WInst_14803.2,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.2 for Design Pressure Ratings,any FL14803 R4 AE a)Eval 14803.2.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 14803.3 c.WINDSERT WINDSERTTm an operational window insert utilizing a,68 Plastrpo"Non-Impact"Outswing Double Door with or without Sidelites-available configurations(XX or OXXO) Limits of Use Installation Instructions Approved for use in HVHZ.-No FL14803 R4 11 _(a)Inst 14803.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.3 for Design Pressure Ratings,any FL14803 R4 AE a Eval 14803.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 14803.4 d.WINDSERT WINDSERT"'''an operational Window Insert utilizing a 68 Plastrpo'Impact"Outswing Single Door-available: con urations(X) Limits of UseI'-ngGQ1,t1lon Instructions Approved for use in HVHZ:Yes FL14803 R4 11 (a)Inst 14803.4.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.F. 3409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure;N/A Evaluation Reports Other:See INST 14803.4 for Design Pressure Ratings,any FL14803 R4.AE gl)_fval 148 3.4._df additional use limitations,installation instructions and produ created by Independent Third Party:Yes particulars. 14803.5 e.WINDSERT WINDSERT*"'an operational window insert utilizing a 6'8 Plastrpo"Impact"Outswing Single Door with Sidelites- available configurations(XO or OX and OXO) Limits of Use Installation Instructions Approved for use in HVHZ-Yes FL14803 R4 11 (a)Inst_14803.S.pAf 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 14803.5 for Design Pressure Ratings,any FL14803 R4 AE a Eval 14803.5.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. https:llftoridabuilding.org/pripr_appjtl.aspx?param--wGEVXQwtDquHlFzfePouW33%2b%2fDB5H9RV89rR31ibBUHP8kzPekOHFW%3d%3d 2/3 i N Q.• ••� ••• i In M �.�.•,•OI s' y O�J�Z M7 DLP MDUSTIKS INC. r 2 �- 7 Z a om 37.5"MAX.OVERALL %�':• � FRAME WIDTHin '�,�' •„ y� 2125 SW 60 WAY '���'rrrrn I P�� �`` Z N CO Z HOLLYWOOD, FL 33023 1 9 4 Z ` _ Z D U WINDSERTT"" ° m a 9 a eN 5O,ca Operational Window Insert E o= Utilizing Z aCDs A Fiberglass Door Panel OUTSWING Z ,► W IMPACT' W GENERALNOTES w SN -< �z �� 25 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). Z ti o �Enw 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base < a material shall be beyond wall dressing or stucco. o a a 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and -m N does not require an Impact resistant covering. o 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies o with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets d missile level"D"and I clu d on a ac+Pined-InASIM�U9tiao n 1609.1,2.2, r _1cm,N Z 5. For 2x stud framing construction,anchoring of these units shall be the same as that show:for 2x buck WC masonry construction. I rur- Z h o COn3-4 ruCFi $ 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a P 1,2a licensed engineer or registered architect �,a a Q D:>> z a 7. This product meets water infiltration requirements for"HVHZ". h W TABLE OF CONTENTS SHEET# DESCRIPTION Z D Z 1 Typicai elevation,design pressures,8 general notes w z D 2 Door panel details MAX DESIGN PRESSURE(PSF) DATE: 8129111 Z 3 Lite frame details and glazing details MAX.FRAME D.L.O. g 9 DIMENSION sem: N.T.S. 4 Horizontal cross sections DIMENSION POSITIVE NEGATIVE DWG.BY: JK 3' " 5 Vertical cross sections cNe.BY: LFS 3 s 6 Buck and frame anchoring 37.5'x 81.13" 20"x 29.13" +60,0 -65.0 paawiNc No.: 0 7 BIII of materials and components FL-14803.4 — ----- NOTE:See Sheet 2 for Hardware Design Pressure Limitations sHEuL pF 7 e N V 0.7° G7 EXTERIOR I 2 8" ��� '' !1r 11!i TOP RAIL �\`�: ,ti��f�i'�i� in 0.4° 0.4° Tv (COMP.) Q I� ' 'V► M . . �•� 0 6• JOU n .0 .. ^ .e. SEE NOTE I iW? z YiO: �n 'v �''•..., m N CAP(PVC) PVC) /TTIT IIITt\ $ CAP(PVC) LATCH STILE(LVL) • ' ` e p z m z v HINGE STILE(LVL) g E o c w 25 25 SEENOTE2 INTERIOR \r�.- a y 9 d t LD SEE NOTE 2 m d a. 8 � v oo z o 1 HORIZONTAL CROSS SECTION d a o SASH LOCK J 3 35.75"MAX PANEL o WIDTH o: o a y y 2 12 G1 03 m a E 2Ln INTERIOR I D_ EXTERIOR c, o 0 o I o I a a� •m O I I 12 o = 1 "' ^ 2 //� MANUFACTURER/ DESIG.N_._ 60%% % %.. MX °: . z oSEEHARDWARE KNOB: KWIKSET SERIES o E ° TABLE o n w X KWIKShT DEADBOLT: KWIKSET SERIES(660) +50/-55 PSF o w En LEVER: YH COLLECTION YALE +50-55 PSF 25 >j o /,�� DEADBOLT: NEW TRADITIONS(800 SERIES) / SEE HARDWARE FIBERGLASS SKIN SEE NOTE 1 ^^ 4 c TABLE SCHLAGE KNOB: F-SERIES +50/-55 PSF (0.125 MIN.THK.) •• •4 DEADBOLT: B60/62FOAM ^ w o N YALE KNOB: YH COLLECTION +60/-65 PSF (POLYURET1iANEE .a'. M ^z v z DLP LITE FRAME DEADBOLT: YH 83 D f D (WINDSERT) 1.9 PCF MIN.) DATE 8/29/11 0 a NOTES: Sate: N.T.S. 1.SMS Screw spacing at head and sill: BOTTOM RAIL DWD.BY: JK m' 4U DOOR PANEL 5"from each end&one at centerline(3 total). (COMP.) cHk.eY: LFS 3 's Plast'pro 2.SMS Screw spacing at jambs: a P 5"from each end&spaced @ e-11°o.c.(7 total). 2 VERTICAL CROSS SECTION DsnwlNc NO.: 0 2 FL-14803.4 0 N SHM7_L OF 7 0 V C 3B 3H 3J G1 3H 3B � �\ .•* /yj0, '.� PECORA 696 5/16"NOM. O' rn ct SILICONE o p"�Ca 31 GLASS THK. =U; * _ 1/8"ANNEALED 3A ►N:; z r.•'Z_z 6;; d 0. �O;K 0.090"DUPONT BUTACITE 3A �!b°,% ;yfiJ` c N n PVB INTERLAYER ® ® '' ` N>n m U N•; 3/8' 1/8"ANNEALED I` v o x Z,-4 GLASS BITE 3K C o L p m c w m u r d p 00. 1 HORIZONTAL CROSS SECTION \(� a "a �a LL Gl GLAZING DETAIL 3 v U� f w d s 3A 3B E oZ c 2.34" 1.63" 8 3`d o 0.062" 0.8 u' p NN 3G � 0.2° I � � TL `° Ia. C • N ari 1.43' p � <? � o� N N 0.062' GI r wz_ 0.157° T •" 23.5"MAX rr 11 II 11 0 II II 3 N �c� PANEL WIDTH -1�—2.16° 0.94" `0 20°MAX MOUNTING CHANNEL DECORATIVE TRIM FRAME SILL VENT BOTTOM RAIL o 8 D.L.O.WIDTH 2 3A ALUM(fi063 T6) 3B PVC 3C ALUM(6063-T6) 3D ALUM(6063-T6) gE I Q c I c / } N 1.2 !E 2" r UE 0.81" 2.13" GI z v 2 W 1 O p1.86' I- .I o.Os^ N 3F o g 0 r3 ~x0 3 � to (y�1IIII o 0.062" i o o v In In w O fjn 3D N 4 � � L o a• —�`- "o"�o I 3 0 a /, 0.87" --� 0.062" 0.38" i I o o 0.97" 2.25"—�� 1.77° o a a �/ 60 ti a tO /� 3E VENT TOP RAIL 3P MEETING RAIL 3G FRAME HEAD FRAME JAMB h N a ALUM(6063-T6) ALUM(6083.16) ALUM(6063-T6) 3H ALUM(6063-T6) SECURITY 3C Z �/ SCREEN m N Q �� (OPTIONAL) m 0 `v o� 0 0 3B "" 'z EJ DATF- 8129111 w D °i• to 3A SCALE: N.T.S. DLP LITE FRAME ~ o DwG.ev: JK m WINDSERT yl 2 VERTICAL CROSS SECTION CHK.Ely: LFS 335 �i f 0.63' Ii DRAWING NO.: o GLAZING BEAD VENTJAMB 3 FL-14803.4 n -__- _ - 3J ALUM 3K ALUM(6063.16) SSHEEr 3 OF 7 ® _ G d R:\Clients\DLP Industries PERMANENT\A-Florida Product Approvals\FL-14803 Ext Doors-Swinging Exterior Door Assemblies\C-Drawings\FL Drawings(2014)\FL-14803.1-6.dwg,4.4 P A p �e e > G e M r A W In O n A o0 z 0 C; 4 y m z a ZM C M 0 0 v,ro ' Q � N X Z m aw X o p O ;u X o o f O V N Xy u. c 6- A m n y a N m M o' _I o Z > AN .... �v .. o m M m x a! X p o F- a 14 ;(3 -u �Z O o N CA n n °D o z v o V ` �.SCF�R,J�� Q'A / No.43409 z DUCT- Documenta Pmparad BY: El -TIL Lyndon F. Schmidt ���••• �ZORiD�; ••`�� n Y i I a Oo DLP P.E. No. 43409 '//�5��•••••• ��� 3 9/14/15 REVISED WINDSERT COMPONENTS JK WINOSERT � o Z ry //� rr1111► to 2 31211,715 UPDATE TO 5TH ED. (2014) FBC JK PART OR ASSEMBLY: !K BUILDING CONSULTANTS, INC. Iv w (A 7 9 28 11 UPDATED TO 2010 F13C LF5 HORIZONTAL CROSS SECTIONS e!1. P... Eio. 230, vclrico, FL 33595 NO DATE BY 4!/ Phone No.: 813.659.9197 REVISIONS F13PE CA No. 9813 ®201 1 R.W.BUILDING CONSULTANTS INC. • f R:\Clients\DLP Industries PERMANENT\A-Florida Product Approvals\FL-14903 Ext Doors-Swinging Exterior Door Assemblies\C-Drawings\FL M ` n ° •, o c v M n A P. H ° CA Z y ITI 14 Z � O Z1 vP lV MY r ;v C'SINK Pp) m I-1/4'MIN. EMB.(TYP.) to w M O rn , P X W ° f'1 O H � y M X.ZZ1 m C3 X Ch N O em o X rn 22 n y 0 e v CD f a >n X r c� � M c O o �y m 1-1/4"MIN. y EMB.(TYP.) O Z M 0 ; o O oo, e ro IAN MIN. EMB.(TYP.J `����•SCFllby/� Gi ��� b:•'VCENBF'•.r ��'� No.43409 'r' y PRODUCT• Daeuments Prepared By: •� Lyndon F. Schmidt ......DLP I� o \ 3 9 14/15 REVISED WINDSERT COMPONENTS JK WI DSERT P.E. No. 43409 2 3/28/15 UPDATE TO 5TH ED. (2014) FEC JKPART OR ASSEMBLY: K BUILDING CONSULTANTS, INC. l4 <n 1 9128111 UPDATED TO 2010 F6C LFS VERTICAL CROSS SECTIONS d l� P.O. Box 230, Valrico, FL 33595 v NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2011 R.W.BUILDING CONSULTANTS INC. i. (IYP.) 8" _ m 6• _ n u' I �P') U .�yC2 cNM IR Ic, SEE HING L 2X BUCK ��/rr�i P1� � 0 N m z D TYP.HEAD " DETAIL `� ;e o o= &JAMBS m �P•) Ca 1X BUCK (y 8 L o 9 mc w \ u a p o a. ~ TYP.HEAD 'm d a MASONRY m MASONRY &JAMBS OPENING m OPENING �'�z° u =w FRAME Z 2X BUCK eC3 —� a x 2X BUCKin a 2 O Z N Z a m d cn ¢ O Y F j ¢ 0] •a YY�m m �� c b mU v 2 Int as Z BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry construction N oF � Q CONCRETE ANCHOR NOTES: n 1.Concrete anchor locations at the comers may be adjusted to maintain the min. w edge distance to mortarJoints. in o 0 .� 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to >j u a maintain the min.edge distance to mortarJoints,oddiflonal concrete anchors _.21 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 28 iX BUCK ^w i 3 Concrete anchor table H 1X BUCK H 9 N< F ANCHOR ANCHOR 'MIN ,MIN CLEARANCE MIN CLEARANCE; 58 2X BUCK 2X BUC L LL 70 MASONRY i0.ADJACEMi 2X BUG 58 TKPE SIZE EMBEDMENT EDGE:::... ANCHOR ... :: Z DATE: 8/29/11 °z a 11tH ® 1/4" 1.1/4" 2" 4" 1X BUC H scA�E N.T.S. 9 raecoN o JiH3iX 2X BUCK 11ELCO1/4" 7.1/4" 1" 4" 2�ULTRAcoN BUCK MG,BY: JK m ITW ® 3/16" 1.1/4" 3" 1.1/2" CHK.BY. LFS 3 TA DRAWING No.: a WOOD SCREW INSTALLATION NOTES: LATCH 8 DEADBOLT DETAIL HINGE DETAIL o FL-14803.4 'n 1.Maintain a minimum 518"edge distance,1"end distance,8 1"o.c.spacing of Oufswing N = wood screws to prevent the splitting of wood:- _-__ _ - - - -_-- -_ - _ sREET 6 or 7 c r BILL OF MATERIALS `10 .......... OEM 0 DESCRIPTION MATERIAL ���Q;' •.�i/ A 1X BUCK SG>=0.55 WOOD a� <_- B 2X BUCK SG>=0.55 WOOD 4.56" =U * 9* 0!z- d). �'m � y z �c;:o, om C 1/4"MAX.SHIM SPACE � , � D 1/4"X 2-314"ELCO OR ITW CONCRETE SCREW STEEL % MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK n // •.. ��` >>,i 0) E CONFORMING TO ASTM C90 CONCRETE ry I /'�//��I I* \\\\\� o n°'z° ,r G 114"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I L °N ' ------III °d H 3116"x 3-114"PFH ELCO OR ITW CONCRETE SCREW STEEL 2.44" 2.13^ rt o E 0 ?m°m I 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL n v a u g `o a o POLY FIBER JAMB 4.56° ►I a y"a m a a T L #8 X 2-1/2"PFH WOOD SCREW STEEL � Plastpro I v 1 POLY FIBER JAMB COMP./VINYL E .6 2 FINGER JOINTED PINE FRAME WOOD a 7 WEATHERSTRIP FOAM 8 3Ta 9 4"X 4"BUTT HINGE STEEL 0 11 #9 X 3/4"PFH WOOD SCREW STEEL 12 BULB VINYL WEATHERSTRIP VINYL 25 #12 X 1"PFH SELF DRILLING SMS STEEL 2 WOOD JAMB _<�' 0 27 LATCH STRIKE PLATE STEEL 0.65" w Or Z 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL REACH g o D, �o E6O OUTSWING THRESHOLD ALUMNVOOD 0 R DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS �, o#8X2"PFHWSSTEEL o a SECURITY SCREEN(ALUM 6063-T6)-OPTIONAL ALUM/SS o m 8 0.5"V_Ta a � � WEATHERSTRIP ��Ej^m Endure Force 5 v31 �U O O � mU U`N,li Z O O was wit N j O H En¢Q 4 O a a d a 4.55° y^ 0 2" STAINLESS STEEL MESH: a 6.035.0 3 0.0005 N`�o J yy 10110 i 0,5 STRANDS'PER INCH O1In Z z _ 7 N ^Z DATE: 8129111 i SCALE: N.T.S. ° 60 SECURHYSCREEN DWG.BY: JK m ` OUISWING THRESHOLD ALUM(6063-76) CHK.BY: LFS 3 v' DLP(QOSR) DRAWING NO.: 0 FL-14803.4 a SHEEP 7 OF V 2 I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry I„ C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product.Evaluation,Report Report No.: FL-14803.4 Date: A itgust 21,2017 Product Sub Category Manufacturer Product Name Category DLP Industries WINDSERTTm Exterior Swinging Exterior Door 2125 SW 60 Way Operational Window Insert Doors Assemblies Hollywood,ood FL 33023 Utilizing a Fiberglass Door Panel 800.243.7373 Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for DLP Industries, based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval; Department of Business&Professional Regulation. 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 herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors 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 the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"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.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14803.4 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-14803.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01940371 TAS 201,202,203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E. TEL 01940372 ASTM E330-02, E331-00 Testing Evaluation Lab., Inc. V. K.Wright ASTM E1886-05,E1996-09 TEL 01941415 TAS 201,202,203-94 Testing Evaluation Lab., Inc. William B.Shelton P.E. TEL 01941416 ASTM E330-02, E331-00 Testing Evaluation Lab., Inc. V. K.Wright ASTM E1886-05, E1996-09 2, Miami-Dade NOA Materials testing Q�©pae6a�tfBl�D�°9° 16-1117.01 KurarayTrosifol(Butacite)PVB Interlayer .o? �.5 , E1�sp 3. Drawinq No. Prepared by oo�� o°�,`C itt 3`°° 0000 Signed&Sealed by No. FL-14803.4 RW Building Consultants, Inc. (CA#9813) d �'o 43409 +s�Yndon F.Schmidt, P.E. 4. Calculations Prepared by ° '' 'Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) n.� _Condon F.Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt, P.E. ` STATE 0;r ° s 5. Quality Assurance a .;�°. .a ;, o��✓.�� Certificate of Participation issued by National Accreditation and o0°� � �?`� •�` 'moo' Management certifying that DLP Industriescomplies manufacturing Oc Lyndo Poducct within a-quali y assurance Po9amthat w th ISO/EC FL PE No.43409 17020 and Guide 53. 8/21/2017 Sheet 1 of 1