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HomeMy WebLinkAbout636 E Lauridsen Blvd - Technical TECHNICAL Permit 1,0 Address (.0' L i 0\c}(1 B \vd Pro'ect description R ckciv a,t A64I J p Date the permit was finaled I d. Number of technical pages -eve Cantilevered Floor Joists by Weyerhaeuser 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 16" o/c TJ -Beam® 6.35 Serial Number. User.2 6/24/2010 10:02:58 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 21' 6' b 15' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. 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 3.50" 1.61" 787 236 0 1023 By Others None 2 Stud wall 3.50" 1.50" 402 100 0 502 By Others Rim: Rim Board 1 Ply 1 3/4" x 11.1/4" 1.9E Microllam® LVL -See iLevel® Specifier's /Builder's Guide for detail(s): By Others,By Others Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 597 522 2025 Passed (26 Lt. end Span 1 under Floor loading Vertical Reaction (Ibs) 487 487 956 Passed (51 Bearing 2 under Floor ALTERNATE span loading Moment (Ft -Lbs) 1711 1711 2653 Passed (64 MID Span 1 under Floor ALTERNATE span loading Live Load Defl (in) 0.241 0.307 Passed (2L/612) Left OH under Floor ALTERNATE span loading Total Load Defl (in) 0.235 0.615 Passed (20627) Left OH under Floor ALTERNATE span loading Deflection Criteria: STANDARD(LL:U480,TL:U240). Allowable moment was increased for repetitive member usage. Bracing(Lu): All compression edges (top and bottom) must be braced at 12' 4" 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. Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. 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. PROJECT INFORMATION: OPERATOR INFORMATION: 636 E Lauridsen Annie O'Rourke Port Angeles, WA 98362 Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417 -5615 draftingsolutions@olypen.com Copyright 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Sanders \Cant'd flr jsts.sms eve Center Garage Beam by Weyerhaeuser 5 1/8" x 18" Glulam (24F V4 DF) TJ -Bean i 6.35 Serial Number. I,' User 2 6/24/2010 10:03:18 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 1 Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 M b 22' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 14' 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 5.50" 3.82" 6207/2111 /0 8317 By Others None 2 Stud wall 3.50" 3.76" 6113 /2079/ 0 /8192 By Others None -See iLevel® Specifier's /Builder's Guide for detail(s): By Others Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 8067 -6848 14760 Passed (46 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 43360 43360 53026 Passed (82%) MID Span 1 under Floor loading Live Load Defl (in) 0.601 0.717 Passed (L/430) MID Span 1 under Floor loading Total Load Defl (in) 0.805 1.075 Passed (L/321) 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 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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 current 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. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: 636 E Lauridsen Annie O'Rourke Port Angeles, WA 98362 Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417-5615 draftingsolutions@olypen.com Copyright O 2009 by iLevel Federal Way, WA. TJ -Beam® is a registered trademark of iLevel C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Sanders \gar ctr bm.sms e eve Garage Door Headers by Weyerhaeuser 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ- Bearri 6.35 Serial Number. User. 2 6/24/2010 10:03:37 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 1 Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED '1 G. 9 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 7' 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 3.50" 1.50" 1225 /401 0/1626 By Others None 2 Stud wall 3.50" 1.50" 1225 401 0 1626 By Others None -See iLevel® Specifier's /Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1564 -1231 3885 Passed (32 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3291 3291 4367 Passed (75 MID Span 1 under Floor loading Live Load Defl (in) 0.086 0.281 Passed (U999 MID Span 1 under Floor loading Total Load Defl (in) 0.114 0.421 Passed (L/889) MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 9" 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. 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. PROJECT INFORMATION: OPERATOR INFORMATION: 636 E Lauridsen Annie O'Rourke Port Angeles, WA 98362 Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417 -5615 draftingsolutions@olypen.com Copyright 0 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Sanders \Gar door hdr.sms eve Garage Window Header by Weyerhaeuser 2 Pcs of 1 1/2°" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 Ti -Bean® 6.35 Serial Number: User2 6/24/2010 10:05:37 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN i Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SlopeO/12 n n 6— 4 6"-4 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 15' 9" Primary Load Group Snow (psf) 25.0 Live at 115 duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 1.50" 1.50" 886/614 /0 1500 By Others None 2 Stud wall 1.50" 1.50" 886 /614 /0 /1500 By Others None -See iLevel® Specifier's/Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1500 -1014 3002 Passed (34 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 1688 1688 2645 Passed (64 MID Span 1 under Snow loading Live Load Defl (in) 0.024 0.150 Passed (U999 MID Span 1 under Snow loading Total Load Defl (in) 0.040 0.225 Passed (L/999 MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 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. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. Design assumes adequate continuous lateral support of the compression edge. 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. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 636 E Lauridsen Annie O'Rourke Port Angeles, WA 98362 Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 -9836 Phone: (360)417 -5615 draftingsolutions@olypen.com Copyright 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Sanders \Header. sms eve 1st Floor Headers by Weyerhaeuser 3 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.35 Serial Number. User: 2 6/24/2010 10:02:32 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN i Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 13' 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 3.50" 1.50" 1170 /361 /0/1531 By Others None 2 Stud wall 3.50" 1.50" 1170 361 0 1531 By Others None -See iLevel® Specifier's /Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1418 -1021 2310 Passed (44 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 1477 1477 1672 Passed (88 MID Span 1 under Floor loading Live Load Defl (in) 0.045 0.139 Passed (U999 MID Span 1 under Floor loading Total Load Defl (in) 0.059 0.208 Passed (L/841) MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 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. 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. PROJECT INFORMATION: OPERATOR INFORMATION: 636 E Lauridsen Annie O'Rourke Port Angeles, WA 98362 Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 -9836 Phone: (360)417 -5615 draftingsolutions©olypen.com Copyright 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Sanders \lst flr hdr.sms