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Jennifer Love Hewitt and Betty White seek ‘Lost’ love on CBS By Jay Bobbin © Zap2it Two popular actresses of different generations, in a story of romance vanished and recovered. It’s the perfect formula for a Valentine’s Day-season movie, and even more so as a Hallmark Hall of Fame entry. Airing Sunday, Jan. 30, the moving CBS drama “The Lost Valentine” stars “Ghost Whisperer” alum Jennifer Love Hewitt as a television reporter pursuing the story of a woman — played by Betty White — who observes a wedding anniversary ritual each year for the husband she lost in World War II. The presumed widow’s grandson (Sean Faris, “The Vampire Diaries”) initially resents the journalist’s intru- sion but relents when he sees the spark his grand- mother shows in recounting her memories. And there may be more to the story, as the reporter tries to have the long-missing-in-action Navy pilot located and brought home, alive or not. “With my middle name being Love, and this movie coming out for Valentine’s Day, I think it works well,” says Hewitt, also an ex- ecutive producer of the film based on a James Michael Pratt novel. “I don’t really do very much reporting in the movie, but I did have fun with that stuff, and it’s one of the things I asked for. I wanted to see (the character) do- ing her job, having spent so much time with reporters and never having been able to be on the other side.” The other big lure for Hewitt was the casting of her main “Lost Valentine” co-star. She claims that because of White’s atypically dramatic performance, “I was in tears, and the crew was in tears, a lot. Like no other actress I’ve ever worked with, every time, she gave the crying 100 per- cent. That woman works her butt off. She works harder than some 20-year-olds I’ve worked with. “She’s just a beautiful, beautiful human being,” Hewitt adds. “We all know that she’s really funny, but there’s a lot to her as a person. I think she really felt this movie. As she said a few times on the set, ‘This was my war. This was my time. I know what these feelings are, and I know what these women went through.’ She really identified with this.” Indeed, White says she “loved the script, but at first, I said ‘No’ because it meant going away to Atlanta (where the film was made). I can’t get away that long, but my agent said, ‘Just read the script.’ I did, and I was hooked. I just think it’s a Job:MARSMITH07 JT A X-LOC JT Mark: T63 Quantity: 1 Type: SP Span: 520800 P1-H1: MARTIN BROTHERS SMITH RESIDENCE JOB12140 MARSMITH07 JOINT LOCATION V 1- 0- 5 E 48- 9- 8 N O 9- 9- 4 G 40- 9- 8 B 16- 0- 0 H 31- 9- 8 P 23-10-12 I 31- 9- 8 S1 23-10-12 L 24- 6- 0 Q 31-11- 4 M 17- 2- 8 C 36- 8- 0 S2 17- 2- 8 R 40- 7-12 J 10- 0- 0 S 44- 9- 8 K T 48-11- 4 U W 51- 7-11 9-11- 0 4- 9-12 4- 9-12 F 44- 9- 8 0 D 52- 8- 0 X-LOC ALL PLATES CENTERED ON JOINTS EXCEPT: JT PLATE SIZE A 4.00x10.00 2.00 0.30 V 4.00x 4.00 -0.00 CNTR B 8.00x10.00 1.19 -5.04 P 6.00x 9.00 CNTR 1.25 Q 5.00x10.00 -1.50 CNTR C 8.00x10.00 -1.19 -5.04 R 6.00x 9.00 0.45 -0.22 D 5.00x10.00 -2.50 0.60 E 8.00x10.00 1.19 5.04 F 8.00x10.00 -0.50 -2.15 G 8.00x14.00 -1.30 5.50 I 8.00x10.00 0.19 0.95 L 6.00x 9.00 0.68 CNTR M 6.00x 9.00 CNTR -1.25 J 8.00x10.00 CNTR 1.25 U 6.00x 9.00 1.00 CNTR HO 1-0-0 TC 16-0-0 8x10 B 6 9-0-2 9-0-0 2-0-0J 2-0-0I 2-0-0F 4x4 V 4x10 A LG1 T3 6x9 N 3 18 U Cant:10- 0- 0 6x9 192 B1 K 2x5 W:508 R:3861 U: 208 J 8x10 B2L M 6x9 SPL B2R L 6x9 I 8x10 H 2x5 10 B3 G 8x14 6 2x5 O SPL 6x9 T2L P T2R 20-8-0 5x10 Q 8x10 C 6x9 R 4 5 6 7 8 9 11 12 13 14 2x5 S T3 15 F B4 8x10 16 B4 E 8x10 6x9 T 17 LG1 B6 4x4 W 16-0-0 X Y TOP 0.63 2x 6 SP-#1 BTM 0.99 2x 6 SP-#1 WBS 0.95 2x 4 SP-#2 LG1 0.02 2x 4 SP-#2 LG2 0.18 2x 4 SP-#2 EXCEPTIONS: W13 W4 CSI SIZE LUMBER TC Cont. 2x 4 SP-2700 2x 6 SP-#1 TC Fb=1.15 Fc=1.00 Ft=1.00 BC Fb=1.10 Fc=1.00 Ft=1.00 WB 1 rows CLB on J -B WB 1 rows CLB on M -P WB 1 rows CLB on L -Q WB 1 rows CLB on I -G WB 1 rows CLB on C -G Attach CLB with (2)-10d nails at on each web TC 2- 0- 0 16- 0- 0 36- 8- 0 TC Cont. 36- 8- 0 52- 8- 0 BC Cont. 0- 0- 0 52- 8- 0 0- 0- 0 16- 0- 0 From To More $ to the Bottom Line 6 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Brace truss as follows: O.C. MAXIMUM REACTIONS: JT REACT ACT WID REQ WID LBS IN-SX J 3862 5- 8 4- 4 hz = 106 D 2649 5- 8 3- 2 hz = -106 UPLIFT FOUND AT BEARINGS BRG J UPLIFT BRG LBS 208 D 0.12" DL UPLIFT LBS 170 TL Defl -1.00" in H -G L/502 LL Defl -0.69" in H -G L/722 LL Cant 0.13" in A -U L/914 Hz Disp LL Jt D 0.31" 0.43" Shear // Grain in W -W 0.44 HO 1-0-0 TL IN-SX Common Truss Total Design Loads (plf) TC V 60 TC V 60 TC V 60 BC V 20 BC V 20 BC V 20 BC V 20 BC V 20 BC V 20 + 7 Wind Load Cases + 2 Unbal. Load Cases 14 0.0 16.0 14 16.0 36.7 14 36.7 52.7 20 0.0 9.9 20 10.0 31.8 20 31.8 40.8 20 40.8 44.8 20 44.8 48.8 20 48.8 52.7 NOTES: Trusses Manufactured by: BORKHOLDER BUILDINGS & SUPPL Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-98 Truss is designed as Components and Claddings* for Exterior zone location. Wind Speed: Mean Roof Height: 20-0 Exposure Category: Roof Snow Load per ASCE 7-98 Ground Snow Load = 30.0 psf Rain Load Occupancy Factor : 1.00 Building Type: Enclosed TC Dead Load: BC Dead Load: 5.0 psf 7.0 psf Importance Factor 1.0 Thermal Factor 1.1 Exposure Factor 1.0 Balanced Load Factor 0.8 Unbalanced Load Factor 1.5 Unbalanced Loads Checked Load Factors = 1.16 and 0.00 Max comp. force 5x10 D Quality Control Factor 1.25 FABRICATOR NOTES: 1. A. 7530 Lbs W:508 R:2649 U: 170 BC 9-11-0 21-9-8 52-8-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus™ APPROX. TRUSS WEIGHT: 542.7 LBS ROBBINS LOCK connector plates (20 ga. galv. steel - ASTMA653 SS Grade 40) shall be applied on both faces of truss at each joint. Center the plates unless shown otherwise by circles (o) or dimensions. Unless otherwise indicated by a "v", all slots in plates run parallel with chords or horizontally at the peak and / or heel. No loose knots or wanes in plate contact area. Splice only where shown. Overall spans assume 4" bearings at each end, unless indicated otherwise. Cutting and fabricatioon shall be performed on equipment which produces snug fitting joints and plates. This design was prepared in accordance with "National Design Specifications for Stress - Grade Lumber and its Fastenings" (AFPA), "Design Specifications for LightMetal Plate Connected Wood Trusses" (TPI), and HUD Design Criteria for Trusses Rafters. Robbins Engineering, Inc. and Borkholder Buildings and Supply, LLP bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer toHIB-91 as published by the Truss Plate Institute, 583 D'OnofrioDrive, Suite 200,Madison,Wisconsin 53719. Persons erecting trusses are cautioned to seek professional advice concerning proper erection bracing to prevent toppling and "dominoing". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chords shall be adequately braced in the absence or sheathing or rigid ceiling respectively. It is the responsibility of others to ascertain that the design loads utilized on this drawing meet or exceed the actual dead loads imposed by the structure and the live loads imposed by the local building code or historical climate records. FURNISHA COPY OFTHIS DESIGN TO ERECTION CONTRACTOR. AND LOADS IT IS THE RESPONSIBILITY OFTHE BUILDINGDESIGNER AND TRUSS FAB. TO REVIEWTHIS DRAWING, VERIFY THAT DATA INCLUDINGDIM. CONFORMTO ARCH. PLAN / SPECS. FAB. TRUSS LAYOUTS Custom Disclaimer Note Generated From File: T:\Robbins\usa_ref\BBSdisclaimer.txt Robbins Engineering, Inc./Online Plus™ © 1996-2006 Version 20.0.006 Engineering Review Drawing 11/30/2006 9:07:43 AM Page 1 of 2 Loadcase #1 TC Live TC Dead BC Live BC Dead Total Lumber SI 1.15 Plate SI Spacing 1.15 24.0 in. 30 psf 7 psf 10 psf 10 psf 57 psf Scale: 0.151" = 1' Designer: GAR Checker: Reviewer: Designed: Rev No: Rev Date: Run Date: 07/25/06 Version: 19.0.028 Drawing: 9-0-0 4-0-0 4-0-0 3-10-8 particular building is the responsibility of the building designer per ANSI/TPI 1-1995 Section 2. 2. Settings File Used: M0355-RES1 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss design shown. The suitability and use of this component for any = 0.0 psf 90 mph B Soffit psf 2.0 Page 1 and costly time delays - - avoid errors Custom designed trusssystems for virtually any application. ▪ Value Driven ▪ Accuracy ▪ Timely Delivery ▪ Great ▪ Electronic Communication Documentaion BORKHOLDER 786 US 6 W | Nappanee, IN | 800.552.2772 BUILDINGS & SUPPLY, LLP www.borkholder.com “The Lost Valentine” airs as a Hallmark Hall of Fame presentation Sunday on CBS. 2 The Goshen News • Viewer’s Choice • Saturday, January 29, 2011 - Friday, February 4, 2011 1-888-WeDuMor www.WeDuMor.com Call today lovely story. It brought back so much, I can’t tell you. I knew too many women at that time that this happened to.” Given her trademark humor, now on display in the recently started second season of the TV Land sit- com “Hot in Cleveland,” it’s no surprise White prompts laughs even while talking about doing drama. She re- ports that Hewitt’s boyfriend, actor-director Alex Beh, was on the set and “calls her Love. I kept thinking he was just trying to romance her!” Still, White was very pleased for the chance “The Lost Valentine” gave her to do something serious. “It was a challenge,” she allows, “but it was a lovely opportu- nity to let your heart show a little bit.” White’s “Lost Valentine” character is shown both in the present day and in flash- backs, with Meghann Fahy playing the part in earlier years. Nevertheless, the veteran actress who became last year’s media “It” girl gets plenty of screen time, and her deeply affecting final moments in the movie could well earn her another Emmy Award to go with the six she already has. Hewitt says her new con- nection to White is one she wants to endure. “I grew up watching ‘The Golden Girls’ with my grandmother,” she says. “I have the DVD sets of all the seasons ... which Betty has now signed for me, which is just awesome. I’ve always loved her; she’s really a hero of mine, someone I look up to, so I was super-excited to get to be with her off-camera as well as on. And she does not disappoint. She’s pretty incredible.” The admiration is mutual, since White deems Hewitt “just a delight. On our lunch breaks sometimes, she and I and her boyfriend would play Scrabble. We’re avid players, and at one time, someone tried to run the word ‘brotes’ through. I said, ‘There is no such word.’ You know, it was one of those Scrabble things. Now our greeting for each other is, ‘Hi, it’s Brotes!’ ” It wasn’t all fun and games, though. “They took me to dinner one night,” White recalls, “and they gave me a little package and said, ‘This is just some- Clearing Facts about cataracts! Vision blurry or foggy? Colors dull or muted? Glasses no longer working? Decreased night vision? If you answered “yes” to any of these questions, you may have cataracts. Schedule your FREE cataract consultation today! 800.283.8393 www.bolingvisioncenter.com GOSHEN OFFICE 1615 Winsted Drive | Goshen IN 46526 thing we thought you should have.’ It was a Tiffany box, and in it was a chain with a tiny diamond heart. Well, talk about crying! It was just so dear of them. I wear it all the time, of course, and I can’t wait until we get to- gether again.” Hewitt got another bo- nus while filming “The Lost Valentine,” since family was nearby. “My brother and sister-in-law, who were ex- pecting their first baby at the time, had just moved to Atlanta,” she says. “For the very first time in my career, I got to go to dinner — almost every other night — with relatives while I was working on location. It was a tremen- dous amount of family time for me.” Old Softener needing a check-up???? NOW IS THE TIME January Special Performance Check $25 Expires January 31, 2011 Any Brand things up ... 6- 0 1- 0 10000 100 10000

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