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HomeMy WebLinkAboutEVALUATION REPORTyr, .,a •. , R ,W R W Building Consultants,• Inc B Consulting and Engirieering,Services for the Building Industry C P.O.'Box 230 Valrico; FL 3.3595 Phone'813.659 9107 Florida'Board ofProfessiotial Engineers Certiftife of Authorization No: 9813' Product Category Sub Category Manufacturer Product, Name Swinging Plastpro. Inc. Glazed Fiberglass Double Door Exterior Exterior Door 5200'W: Century Blvd. w/ or wlout 5idelites Doors Assemblies Los An eles CA 90.045 g � Inswing / Outswing (440) :969=9.773 "Impact" Scope: This is a Product Evaluation report issued by'R W Building Consultants Inc: and Lyndon F. Schmidt-, P.E.-(System ID'# 1998) for Plastpro Inc. based on Rule Chapter No. 61 G20-3, Method 1 D of the Stat'e'of Florida Product Approval; Department of Business &Professional Regulation. RW .Building Consultants and Lyndon F. Schmidt, P.E.do, not have nor will acquire fnancial interesYin 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 (20,17) Florida Building Gode "(FBC) structural requirements, excluding the "High Velocity Hurricane Zone!'. 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 (rrareas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 &.R01.2.1.2 and does, not require an,impact.resistant covering. This product meets missile revel "D" and;includes'Wind Zone 4 as defined in ASTM. E1996 and FBC Sections 1609.1..2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the: same as that shown for 2x buck m. asoniy construction. 5. Site conditions that deviate from'the,details of drawing FLA7184.8 require, further, engineering analysis, by a licensed engineer 'or registered architect. 6. See drawing• FL14,7184.8 forsize.and design pressure limitations. Supporting.Documem`s: 1. Test Report•No. Test Standard Testing Laboratory Signed by TEL.2004-07-13-017 ASTM E330-02 and ASTM E1996/1.886-02 Testing'Evaluation Lab:,lnc. V.K. Wright TEL 013911.20 TAS 201-94, 202-94 & TAS 203=94 Testing Evaluation Lab., Inc. Lyndon F..Schmidt; RE 2. Miami Dade NOA Materials 17-0712.04 SaflexO PVB Interlayers�(Eastman Chemical Company) 3. Drawing No. Prepared by No. FL-17184.8 RW Building, Consultants, Inc. (CA #0818) 4. Calculations. P.repared,bv Anchoring' RW Building Consultants, Inc. (CA #9813) 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing,products within a quality assurance program that -complies with ISO/1EC 1,70.2.0 and Guide 53. Sheet 1 of 1 ©�eeaeo®®aQ�g�a dtl°°OGEIR►5 ° ?� L onF. Schmidt, P:E. k, . N_o 434 ° W o �r STA$E OF ' ° zu m •b�u0 OOV .. . 409 10/10/20117 Sicined & Sealed by LyndonF.•Schmidt, P.E. plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE FIBERGLASS SINGLE w/ or w/ouf SIDELIiES iNSWING®I"i'�C /p ov►yr�SWING rr'IYIr GENERAL NOTES 1. This product has been evaluated and is in compliance with the (20171 Florida Building Code (FBC) structural requirements exclo "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on de embedment to base material shall be beyond wall dressing or IMills, Short & Associates 800 8th Street, Vero Beach ❑ Rejected D Revise and Resubmit O Submit Specified Item This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or nts made on the shop drawings during view do not relieve Contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to co�srf d. and correlated at the jobsite: informMMIRM pertains solely to the fabrication pr cesses or to the means, methods, ec Ique Ilttmld procedures of con tructi n: c r Ole Work of all trades and for p rf rming all work in a safe and satis nelor v ma 3. When used in areas requiring wind bome debris protection this proLai complies with FBC Sections 1609.12 & R301.2.12 and does not reqtfre an impact resistant covering. This product meets missile level'7 and idEm Wind Zone 4 as defined in ASTM El976 and FBC Sections 1609.1.22 & R3012.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details and glazing detail 4 Elevations 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck anchoring 9 Frame anchoring 10 Astragal details I1 Bill of materials and components w f c) �Z �z By ? O oaoo aoaa 151.5' MAX. OA FRAME WIDTH 74.0" MAX. FRAME WIDTH .00 �00 OXXO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O: DIMENSION DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE XX 74" X 820' N/A +50.0 -50.0 OXXO 151.5" X 820' 20.5" X 62.63" +50.0 -50.0 0 R orn S0) J O fN0 N>� z om. UN •• z o Z � m C O In s� N.T.S. OWG. er. JK FL-171'84.6 ar I OF 11 u r tLl�i?+�� 3 "Pi£"?"i�f'•!'� ie�',�+?Sa� ii5: k`SS';�, <"�,9 lr4'�R�3? Zvi:? > i� 2i1'.?:..,5'.''C:� .21�":"v'I?".31Ji:f.'•' �::�i':i1iSi. �':`�I t�S 5.�yq.,�;'i i:P!:yo'":;T:L^�•': llom (?:J 2nzi i e�lt r ?o tG+IC",,v;A :.'':)i:'S'Jai�egz bf7, i,a"f.,:RRLJ &d, oil afmie±l:-mlb :101 e_,1�S2Tt A2yi , ,':' :tjlzdc' sM bnz Ol fo 2� 3�? ,+ v i } JP'(iJrof �1j1 c: Y191 a mi-E-;isci .ait"='vk�':i,S.:1;i:fiv .i st•;;a'��ti:` 1i�.>.,,tt:�R.� tip,rurt;;,yl �fl$ ;ra - slu n M 0 M n z - Florida Product Appmvais\PL-17184 Fiberglass Door- Inswing-Outswing (BHI)\C- 79.25" MAX. DOOR PANEL HEIGHT N � T1. X v d � 00 D m 00 03 S v� J �--} 1.20" 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC AB 1 04 22 15 UPDATE TO 5TH E0. 2074) FBC NO DATE .59.5-3.dwg, 2-2 51 Fn A Z m = O C Z A m n !I p n —F-„ 1.75' 1BY' N —+ Z N Z m m70 O O rMM N CA rn 0 z . N o In m O Z 70c aon v m C n r N m rem I B O tor�c* C� n0 TY� O'o D fI Z m O m I� 1.29' T SIC HAf -- - No .43409 G PRODUCT: PLASTPRO INC. Documents Prepared By:-/ y Lyndon F. Schmidt� " FIBERGLASS DOOR P.E. No. 43409 �i7SS/QA�`��� �/�� BUILDING CONSULTANTS, INC. RDOOR PART 0 ASSEMBLY- PANEL DETAILS Y4 P•O. Box 230, volrtco, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 1 201 2 R.W. BUILDING CONSULTANTS IND. 79,25' O.A. HEIGHT O 66.35 MAX. O.A. FRAME HEIGHT O La 62.63'MAX. D.L.O. HEIGHT O n� m m 1 5.75' 11.0" MAX (TyP') O. C. O c z (� 2.79" a c W Z N Z Z m CcC�� 22 x O P Z� ° (mTNI (7 A r I L4 v o ? N +ai Oo y C- I+ rn w 1.20" 2 7 24 17 UPDATE TO BTH ED. 2017 FBC I JK 1 4 22 75 UPDATE TO 5TH ED. 2074 FBC JK NO DATE BY PLASTPRO INC. FIBERGLASS DOOR 'ART OR ASSEMBLY: SIDELITE PANEL DETAILS AND GLAZING DETAIL 0 n m pO 50 O �Z1 7C A O Lsrnn 0 l7lm L O < �o O� T 0 A ZgM Ul ...1t1111i/i�,_ N0.43409 Lyndon F. Schmidt P.E. No. 43409 �i7sS/,ONA-t e RWBUILDING CONSULTANTS. INC. P.O. Box 230. Valrlco, FL 33595 Phone No.: 813.659.9197 FBPE CA No. 9813 ® 2C12 R.W. BIIILaIN� OONBULTANT9 INC R:lentsIPlastpro, Inc PERMAN - Florida Product A vats FL-17184 Fiberglass Door - I u In-Outswln BHI C - Drawin s FL-17184 BTH ED 2017 FL-17184.S-8.dw 24 0 03 D Oa� o C. A =1PUYL P_ O. N N N A C. V -+ V W V N V A V IA m O Z V.A AN O. N CH P A N A No.43409 PRODUCT: Documents Prepared By: PLASTPRO INC. Lyndon F. Schmidt //� ••��•' Co FIBERGLASS DOOR P.E. No. 43409 / 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: K / BUILDING CONSULTANTS, INC. I+ N 1 04 22 15 UPDATE 70 5TH ED. (2014) FBC JK ELEVATIONS P.O. Box 230, Valrteo, FL 33598 rn ro NO DATE BY pv Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2010 R.W. BUILDING CGNBULT 8 INC. II • �I 1 01 . III I I .I / RAC ientAPlastoming P - Flodda ProductA royals FL-17184 Flier I ss D -In - ut 'n BH wi - H D 2 7 FL-171 •8 dw 2- sa. o y Z m ao O y Rl m d° ° •d. - O O 0 D 71 m -� • P to o 0 � 3 CL O N y =� o PC CD y o m y Z N O VJ 0 y Np � 0 A r 0 z iI1 70 y nRIP t T O T N O W z n pu m o _ N ' N `O Z rn m m N W V O A z F5 A O � O O� 0 0 m A ;o n n m >: 6-n ut W S W H n O V mA y Z Z y V T n W 0 z scy4f,�i No.43409 C, g PRODUCT: D—mente Prop rod By: PLASTPRO INC. Lyndon F. Schmidt IN I ? N FIBERGLASS DOOR P.E. No. 43409 Z m /l//1111f1\\ o t— ` y N 2 7 24 17 UPDATE TO 6TH ED. (2017), FBC JK PART OR ASSEMBLY: } W BUILDING CONSULTANTS, INC. N \ 1 04 22 15 UPDATE TO 57N E0. (2014 FBC JH HORIZONTAL J l�l�v P.O. Box 230, ValNco, FL 33595 rn N NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS ' FBPE CA No. 9813 0 201 2 R.W. BUILDIf^1G2�]t�®.1WI�BIU®Na CDN8UI—NT8 INC. R.\Clents\Plastpm, Inc PERMANENI\A - Flodda Product Approvals\FL-17184 Fiberglass Door- Inswing-Outswing (BHI)\C - Drawings\FL-17184 6TH ED (2017)\FL-17184.5-B.dwg, 2-6 Z m A M ° 0, T 0 ;0 (i � v OT ° y O P. ° O N M z O to Z o m m V o0 W a • ., a o. . v 0.15' C'SINK m v° 1-1/4" MIN. (TYP.) EMB. (I YP.) m m 1-1/4"MIN. m EMB. (TYP.) c c, a• a U ' O rn 30 H e < W O A O^ tnn ° >^ cr SO o �N cr C N O N 3 °n M O n �z A Z ° 0 CL oW. O °'� z ° A ca N M O 1-1/4" MIN. EMB. (TYP.) 1-1 /4" MIN. EMB. (TYP.) 1-1 /4" MIN. rEMB. (TYP.) m I M ` 4 4" O O a W .'U n . ' °,. ap >, 0 a Fa M ^ X 5.� O ° . nr -1m m V A�n , aR 08 .. 0 �+ o Z rri ot CIL Z O fi � No.43409 m EMB. (TYP.) i PRODUCT: Doaumanta Prepare By-.,� ; !LiORIDR•'G\`��` PLASTPRO INC. FIBERGLASS DOOR Lyndon F. Schmidt i.1 P.E. No. 43409 o BUILDING CONSULTANTS, INC. PART OR ASSEMBLY: ° w VERTICAL CROSS SECTIONS el li l/1/ P•o. eox .0, volrico, FL 33595 IY�IY� Phone No.: 813.659.9197 REVISIONS 1 FBPE C.A. No. 9813 0 201 2 R.W. BOILDI�G20]NH@LYdN991laiENO CONSULTANTS INC. 2 7 24 17 UPDATE TO b7H ED. 2017 FBC JK 1 15 UPDATE TO 5TH E0. (2014 F8C JK NO DATE BY R:\Clients\Plastoro. Inc PERMANENT\A - Florida Product Aoorovals\FL-17184 Fiberalass Door - Inswino-Outswina (BHIAC - Drawinos\FL-17184 BTH ED 120171WL-171945-e dwa_ 2-7 1-1/4" MIN. EMB. (TYP.) 1-1/4- MIN. EMB. (TYP.) M z Z M O � m 70 0 4 �I �_ O A m O A v y0T 3.� _ V � n R N m n • z O O 0 o Z CD 1-1/4'"MIN. EMB. (TYP.) Iv 2 o .. Zco N IJ x D 2012 R.W. SUILD10 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK NO DATE BY REVISIONS Co...--. Iwo 0.15, C'SINK (TYP,) 1 i I -I M MIN. EMB. (TYP.) z0 n oCC Irt� o C 0 CD Q N C3 'w a �B a m m a Z m 0. !� O m .'o _ V N A vo O a ySg� X� r C ¢¢ n � O ^' Z O O Am O P �O Z v Z7 CL _ 01 1-1/4° MIN. EMB. (TYP.) ```111111111►/I�7'' ' LNo.43409 PRODUCT: Doo —tn Preparod By—/ � ' RIORIDR' ���� PLASTPRO INC. FIBERGLASS DOOR Lyndon F. Schmidt P.E. No. 43409 //is�/pjyALd`� BUILDING CONSULTANTS. INC. PART OR ASSEMBLY: VERTICAL CROSS SECTIONS P.O. Box 230, Volrlco, FL 33595 Phone No.: 813,659.9197 FBPE CA No. 9813 N o L= M =N; �= Zco rc',•y�0' � a /, \\ 7 10 ,,�'''/lll l •• T % cai N i a a Z xxz V Em o a" (TYP.) (TYP.IL� s^ )TYP.) a° �rrP�--{ ►nP.l E m a o a .,.. 9" (TYP.) 8 (TYP.) I e a m � t mdo_� e E a° w 2X BUCK I I TYP. HEAD I I I I T(P. HEAD I I & JAMBS I I I I & JAMBS II II II SHOWN FOR�I II II II zoo cc REF. ONLY 2X BUCK REINFORCEMENToII � acn I I I I SHOWN FOR REF. I I ern II II ONLY II Q,5 m II a II II a MASONRY I I 'Z MASONRY I I I I am OPENING I I ZE Lj OPENING I I I I & o Co O 'o II II II o II it II a a II II II II _ II II m II II II a ou BUCKANCHORING BUCK ANCHORING ^ p( OXXO N N v) Z 0o O W W N [C O CONCRETEANCHORNOTB., ¢ a 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 0 edge distance to mortar joints. > > _zz 2 Concrete anchor locations noted as "MAX ON CENTER"must be adjusted to ^ ^ f maintain the min. edge distance to mortar joints, additional concrete anchors w z may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. N N 3. Concrete anchor table:o z N Z LL3 GATE 02 2T nw 12 i scuE NJ TAPCON I OPENING 2X 3" (TYP.) T. (TYP.) 6" (TYP.) 11 II 2X BUCK SEEDETAIL2 J IXBUCK TYP. @ 2X BUCK - HEAD AND JAMBS FRAME TYP. @ SILL N MASONRY F �u OPENING SEE DETAIL 1 O FRAME ANCHORING XX CONCRETEANCHOR NOTES: 1. Concrete anchorlocaffons at the comers maybe odusfed to maintain the min. edge distance to mortarjoinls. 2 Concrete anchor locations noted as MAX. ON CEMER" must be adusfed to rnalnfain the min edge distance to modarjoints addlilonal concrete anchors may be required to ensure the MAX ON CENTER dunenslon are not exceeded 3 Concrete anchor table ANCHOR ANCHOR CLEARANCE MIN CLEARANCE $RE ,:-MIN EMBEDMENT :_1'O MASONRY TO ADJACENT.': .TYPE EDGE: 5. ANCHOR :<. ® Irn TAPCON 1 4 /" 1-1/4" 2" 4" ELCO 1/4" 1.1/4" 1' 4" ULTRACON Irn 3116" 1-1/4" 3" 1-1/2" TAPCONa WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1' end distance, B 1"o.c. spacing of wood screws to prevent the spfrlfing of wood. 3" (TYP.) T' (TYP.) (, 2X BUCK SEE DETAIL 2 J 1X BUCK TYP. @ HEAD AND JAMBS TYP. @ SILL TYP. @ SILL 3" (TYP.) — T' "P.) zo N o ASTRAGAL SHOWN FOR '� a REFERENCE N ONLY I b o I1 — SEE DETAIL 1 FRAMEANCHORING OXXO G IXBUCK L 2X BUCK 87 DETAIL I DETAIL T Inswing Outswing 28 M 27 D LATCH d DEAD BOLT DETAIL w H Attach astragal throw bolt strike plate to frame as shown IXBUCK H y N 2X BUCK K Im HINGE DETAIL ASTRAGAL STRIKE JAMB HINGE JAMB G 1X BUCK 87 L 2X BUCK 0 DETAIL 2 _ � M LS M �;J=d rD9y: ta-` v°fico O n CO z ON•• Z alaZU to °cw Na �Rta maa� co oZ cui e 02 21 12 LE, N.T.S. ee X In, LFS W= NO.: FL-17184.6 ET 9 OF 11 R: lentsWasirro, Inc PERMANEN - Florida Product royals l.-17184 Fiberglass Door - Inswin -0utsMn BHI C - Drawln s FL-17184 6TH ED 2017 R.-17184.5-B.dw 2-10 TOP to A -A P Q W N y - Iq v ri C Ti -7-- m Q 1 - n y0 z 0 m — O o c1 I I 0.37' Li V y 0 c 0 x A 0 D m O m _ O A A CL ti D a 3 0 M Z 0 c y 2 � m O c O H v �. cT ° 3�a o N Z m 3 v D Q pN. 3r h z 3 y � D L7 0 0.5' D w � O• N A_ D D 3 m BOTTOM a c o, 3 w ScENft '��• No.43409 ' /O-lo $ g PRODUCT: ' Documents Prepared By.., 't PLASTPRO INC. Lyndon F. Schmidt ��••' ;��•' �- I o FIBERGLASS DOOR P.E. No. 43409 ��/ sts G�� � m l4p��NA1tt��� tp ICE -i PART OR ASSEMBLY: /1-�/,�{� BUILDING CONSULTANTS. [NC. I" •D�j ", x y w ASTRAGAL DETAILS e/ lam" • phone No.: 30, Vair',co, F 33595 REVISIONS FBPE C.A. No. 9813 ® zar z w.w_ em�oiuo coHsu�Tnure �He. 2 7 24 17 UPDATE 70 b"TN ED. 2017 FBC JK 1 04122115 UPDATE 70 5TH ED. 2014 FBC JK NO DATE BY BILL OF MATERIALS ITEM # DESCRIMON MATERIAL A I BUCK (SG>= 0.55) WOOD B 2X BUCK (SG >= 0.55) WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1 /4" PFH ELCO OR [TW CONCRETE SCREW STEEL G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1 /2' PFH WOOD SCREW STEEL L #10 X 2-1/2' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M #8 X 2" PFH WOOD SCREW STEEL N 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM 9 4" X 4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER (ISSLB) PVC 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM. / WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. 33 INSWING THRESHOLD BY DLP (ISCS) ALUM. / WOOD 34 SIDEUTE THRESHOLD BY DLP (ISH/ EIS) ALUM. / WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 56 EXTRUDED ALUMINUM "ULTIMATE HURRICANE ASTRAGAL" (ENDURA) ALUM. 60 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 87 ASTRAGAL STRIKE PLATE STEEL 88 2X REINFORCEMENT (CLEAR PINE: SG>=0.49) WOOD F— 4.56" I I� H F�2.36"T2.2' 20 HEAD 8 SIDE JAMB wood 4.56"� � 0 2.44" 2.13" —� 2T HEAD a SIDEJAMB Poly rb err Sl OUISWING THRESHOLD OOSH h S' 32 ADA SILL BHC 4 H In S o i 36 OUISWING ADA BUMP THRESHOLD OSHC •• l�f Ol 1/ r M m i 0••co ,, \\ m v N m i ?o 0 a V Z O0 Em mm En 'maaL.� \a 0 E 9z E 'u c IL o.°i d° 29 SIDELITE SPACER 33 INSWING THRESHOLD ISCS SIDELHE THRESHOLD ISH/ E6 ac rn ci 2p ccW wZ � g > �a ,ems 3w a"'i Ov 2 m m E 02/21/12 M. N.T.S. w BY. JK C. BY.. LFS 1WIN0 No... FL-17184.6 IT _I 1 of 11