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cc First Floor - , Existing 1" = 5-4 1/8" = 8" 8020 SW Churchill Ct. Tigard 32-0 13-0 8-0 11-0 . ■11.. 6-0 ism dow 6' Slider Two 3-0 x 6 Windows DW Fridge Kitchen , Dining Rang -/ 8-6 micro 2x10 j91sts, 16 oc 12-6 x 8 1 Room 7-0 ceiling , Nook 11 x 10-6 8 x 10 7-8 ceiling 2x10 joists, 16 oc 6x10 beam *, ,,,,... 6x10 beam 44_01,... ,,--; 14-0 Wood Family 30-0 Burning Room Stove 14 x 14 Living Room place 13-4 x 19 I Fire- 7-6 Laundry • Bath Entry ii x 7 r Apploved . :44.,* k.V.41. i Conditionally Approved.... ( See Letter to: Follow:.................. I . ,, .... -4 - r , 4 7Per 0 Furnace Permit ' beni Covered Ada ..,', .000 .71 €---1 Porch Th - WV. • .„ .. l' Weer " FE 2x4 walls, 16 o.c. First floor = 976 sq. ft. Total = 2312 sq. ft. Garage 19-6 x 20-6 Approved plans shall be on job site. 200 Amp 2x8 T&G Subfloor on 4x8 beams Elect. Panel - OFFICE COPY L. --, f First Floor - NEW '' 1" = 5 -4 1/8" = 8" 8020 SW Churchill Ct., Tigard 32 -0 Window I 13 -0 I 8 -0 I 11 -0 3 -6x3 -0 New 6' Slider 1 6' Slider DW I Sink P Cra • des Dining 8 -6 Area Nook Kitchen Range/ 12 -6x8 8x10 11 x 10 -6 Mi�r0 Reduce to - , 6x6 post New 4X10 beam „• € . >. on 4x4 :p osts v,,,n .6x1s '0 beam' . �' Fridge 6 �. u. R. , 30 -0 14 -0 Wood Family Burning Stove 14 x 14 Living Fire - Room place 13 -4 x 19 ■ I 7 -6 Laundry ' Bath Entry 11x7 © Furna e Covered Porch F A KM 2x4 walls, 16 o.c. 976 sq. ft. (1st floor) Total sq. ft. = 2312 sq. ft. Garage 19 -6 x 20 -6 Major Work 1. Relocate kitchen to NW corner - 200 Amp 2. Open up 2 walls Elect. Panel 3. Add patio door, change kit. window 4. Hardwood floors, new lighting 5. Raise dining ceiling to match at 7 -8 6. Reroute plumbing 8020 SW Churchill Ct. 1" = 4' 1/8" = 6" Cross - section & Exterior Wall Headers 2x4 manufactured trusses 24" oc, 34' long 32 -0 Attic 1 1 1 1 1 1 , Existing Existing 3 -0 x 3 -0 Existing 7 -8 ceiling 4 -0 x 3 -6 Window 6 -0 x 3 -6 Window Window Master Bath Bedroom I Master Bedroom 2x10 joists, 16" oc 1i 2x10 joists, 16" oc NEW 4x10 header, 6 -6 long Existing 4x10 Header NEW 4x10 Header, 4 -0 long New 4x10 beam (10 -6 long) Window on 4x4 posts 3 -6 x 3 -0 Dining Room Nook Kitchen 7 -8 ceiling New Patio Exist. Patio Door Door 6 -0 x 6 -9 6 -0 x 6 -8 2x8 T &G subfloor on 4x8 beams :30" 4x8 beams on 4x4 or 4x6 posts on 12x24 concrete piers 8" concrete walls on 7x15 footing $U1U SW C;tlurcfllll Lt. - New Beam 1 " = 4' 1/8 " =6 2x4 manufactured trusses 24" oc, 34' long 2' 7 -8 ceiling 2x4 walls 2x4 walls 2x10 joists, 16" oc, 11 -0 long 5/8" ply subfloor ( II II II II II II II 11 II_ II I 11 Il 11 II II II Il II New 4x10 beam, 10 -6 long 7 -8 ceiling 4x4 post 4x4 post 2x8 T &G Subfloor 4x8 beam e --)z post lf: S 8" concrete 12x•1 concret- • iers on 15x7 footing 30' O ( 2Y Ily 4-b}2D C j 6. I. 0 ' 1 • t5 t)11.- 1 0 " - 1 Dining Room Header TJ- Beam ®635 Serial Number 7005127650 3 1/2" x 9 1/4" 1.6 Solid Sawn Douglas Fir #2 User 2 9/10/2009 2 42:29 PM Pagel Engine Version: 6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED R EcE,v 0 J I1 P 5 2009 � 1 � ). 6°6" © eUICD TlGARD Product Diagram is C6Mc WS/ON LOADS: � Analysis is for a Drop Beam Member. Tributary Load Width: 4' 3" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 425.0 255.0 0 To 6' 6" Replaces Roof Uniform(plf) Floor(1.00) 0.0 90.0 0 To 6' 6" Adds To • SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.00" 1.70" 1381/1146 /0/2528 By Others None 2 Stud wall 3.00" 1.70" 1381 / 1146 /.0 / 2528 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2430 -1734 4468 Passed (39 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 3797 3797 5022 Passed (76 %) MID Span 1 under Snow loading Live Load Defl (in) 0.040 0.208 Passed (L/999 +) MID Span 1 under Snow loading Total Load Defl (in) 0.072 0.313 Passed (L/999 +) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:L /360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 leen @parr.com • ,- Copyright ro 2009 by iLeveld, Federal Way, WA. • PDF created with odfFactory Pro trial version www.Ddffactorv.com • gev Dining Room Header 3 TJ- Beam 0 6.35 Serial Number. 7005127650 1/2 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User Egine Version. 6.35.0 E24229PM Page 2 Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Operator Notes: All calculations must be reviewed and approved by the design professional of record. PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 leen @parr.com Copyright ® 2009 by iLevel®, Federal Way, WA. PDF created with odfFactory Pro trial version www.odffactorv.com s AF::C'll Dining Room Header TJ- Beam ®6.35 Serial Number. 7005127650 /2„ x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User 2 2:42:29 PM Engine Version Page 3 Engine Vers iom 6 35 0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group " 6' 3.00" " Max. Vertical Reaction Total (lbs) 2528 2528 Max. Vertical Reaction Live (lbs) 1381 1381 Required Bearing Length in 1.70(W) 1.70(W) Max. Unbraced Length (in) 78 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 786 -786 Max Shear at Support (lbs) 1102 -1102 Member Reaction (lbs) 1102 1102 Support Reaction (lbs) 1146 1146 Moment (Ft -Lbs) 1722 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 786 -786 Max Shear at Support (lbs) 1102 -1102 Member Reaction (lbs) 1102 1102 Support Reaction (lbs) 1146 1146 Moment (Ft -Lbs) 1722 Live Deflection (in) 0.000 Total Deflection (in) 0.033 Loading pn all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 1734 -1734 Max Shear at Support (lbs) 2430 -2430 Member Reaction (lbs) 2430 2430 Support Reaction (lbs) 2528 2528 Moment (Ft -Lbs) 3797 Live Deflection (in) 0.040 Total Deflection (in) 0.072 • PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 ' leen @oarr.com Copyright ® 2009 by iLevel ®, Federal Way, WA. PDF created with odfFactory Pro trial version www.adffactorv.com tee • , Kitchen Beam TJ- Beam ®6.35 Serial Number: 7005127650 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User: 2 9/10/2009 23728 PM Pagel Engine Version: 6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED RECEN SE? 15 24 ° GIT`( G TIGARD _� 0 B U 1LDMG GIVIS10N 10' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 5' 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.00" 1.50" 1155 / 387 / 0 / 1542 By Others None 2 Stud wall 3.00" 1.50" 1155 / 387 / 0 / 1542 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1505 -1242 3885 Passed (32 %) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3857 3857 4367 Passed (88 %) MID Span 1 under Floor loading Live Load Defl (in) 0.148 0.342 Passed (L/831) MID Span 1 under Floor loading Total Load Defl (in) 0.197 0.512 Passed (L/623) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L /360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 leen @parr.com Copyright 0 2009 by iLevel®, Federal Way, WA. PDF created with odfFactory Pro trial version www.odffactorv.com . 0 -eve � .. Kitchen Beam TJ- Beam ®6.35 Serial Number, 7005127650 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User: 2 9/10/2009 2:3728 PM Page Engine Version: 635.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Operator Notes: All calculations must be reviewed and approved by the design professional of record. PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 • leen Copyright 0 2009 by iLevel®, Federal Way, WA. PDF created with odfFactory Pro trial version www.odffactorv.com Kitchen Beam TJ- Beam ®6.35 Serial Number. 7005127650 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User E923:26PM Page 3 Engine ngine Version: 6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 3.00" Max. Vertical Reaction Total (lbs) 1542 1542 Max. Vertical Reaction Live (lbs) 1155 1155 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 126 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 312 -312 Max Shear at Support (lbs) 378 -378 Member Reaction (lbs) 378 378 Support Reaction (lbs) 387 387 Moment (Ft -Lbs) 968 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1242 -1242 Max Shear at Support (lbs) 1505 -1505 Member Reaction (lbs) 1505 1505 Support Reaction (lbs) 1542 1542 Moment (Ft -Lbs) 3857 Live Deflection (in) 0.148 Total Deflection (in) 0.197 PROJECT INFORMATION: OPERATOR INFORMATION: Elliott Remodel Lee Narver 8020 SW Churchill Ct Parr Lumber Company Tigard OR 97224 2351 SW Borland Rd West Linn, OR 97068 Phone : (503) 638 -6512 • leen@parr.com Copyright ® 2009 by iLevel ®, Federal Way, WA. PDF created with odfFactory Pro trial version www.odffactorv.com