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II 1 1_ C Jt. 1 `r 1 Date Company Name Address City State File Location MECAWind Version 2 0 2 2 per ASCE 7 -05 Developed by MECA Enterprises Inc Copyright 2010 www mecaenterprises com 10/15/2010 Project No 10105 ZENOVIC ASSOCIATES INC Designed By SRH 301 EAST 6TH STREET SUITE 1 Description NEW SUN ROOM PORT ANGELES Customer Name ANDERSON WA Proj Location 1829 W 4TH STREET PORT ANGEL \Zen server \data \Active Proiects \10105 ANDERSON \ENGR \Structual \WIND LOADING wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht Mean Roof Ht RHt Ridge Ht OH Roof Overhang at Eave= 2 Bldg Length Along Ridge 19 75 User 100 00 II N/A 1 00 11 50 0 09 0 11 0 15 0 13 2 12 16 70 17 39 00 Input mph ft ft ft Data Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht Eave Height Roof Area ft Bldg Width Across Ridge= 16 67 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi 0 18 Enclosed Bldg -GCpi -0 18 Figure 6 -6 External Pressure Coefficients Cp Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Leeward Walls -0 50 Side Walls -0 70 Elev ft 17 39 15 00 10 00 5 00 Wall 1 1 1 1 06 03 03 03 1 00 1 00 1 00 1 00 0 0 ft to 8 4 ft -1 24 8 4 ft to 16 7 ft 23 00 22 42 22 42 22 42 MWFRS -Wall Pressures Parallel to Ridge Leeward Walls -0 46 Cp +GCpi (psf) -GCpi (psf) 13 82 -5 60 17 70 -9 48 Kz Kzt qz Windward Wall Total psf +GCpi -GCpi -GCpi 11 53 11 13 11 13 11 13 19 75 19 36 19 36 19 36 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) -0 70 -17 70 13 10 -4 88 25 35 24 95 24 95 24 95 Shear Moment Kip K -ft -28 22 -20 00 Wall Cp +GCpi(pef) GCpi(psf) 1 20 1 43 3 66 9 02 6 12 24 33 8 59 45 80 acting on bldg -9 48 Building D No 0 85 700 00 ft 1 07 0 80 650 00 ft 7 00 ft 9 47 Deg Gabled 16 00 ft 167 00 ft^ Side Walls -0 70 Elev Kz Kzt qz Windward Wall Total Shear Moment ft psf +GCpi -GCpi -GCpi Kip K -ft 17 39 1 06 1 00 23 00 11 53 15 00 1 03 1 00 22 42 11 13 10 00 1 03 1 00 22 42 11 13 5 00 1 03 1 00 22 42 11 13 0 0 ft to 8 4 ft 8 4 ft to 16 7 ft 16 7 ft to 19 8 ft -17 70 -9 48 19 75 24 63 0 98 1 17 19 36 24 23 3 00 7 40 19 36 24 23 5 02 19 95 19 36 24 23 7 04 37 55 Note 1) Total Leeward GCPi Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg Roof Dist from Windward Edge Cp +GCpi(psf) GCpi(psf) 1 11 -25 70 0 78 -19 18 0 62 -16 23 -17 48 -10 95 -8 00 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 44 0 18 -0 18 22 84 5 94 14 16 2 -0 69 0 18 -0 18 22 84 -19 87 -11 65 3 -0 4 0 18 -0 18 22 84 -13 25 -5 02 4 -0 33 0 18 -0 18 22 84 -11 65 -3 43 5 -0 45 0 18 -0 18 22 84 -14 39 -6 17 6 -0 45 0 18 -0 18 22 84 -14 39 -6 17 1E 0 67 0 18 -0 18 22 84 11 19 19 41 2E -1 07 0 18 -0 18 22 84 -28 55 -20 33 3E -0 58 0 18 -0 18 22 84 -17 36 -9 14 4E -0 49 0 18 -0 18 22 84 -15 30 -7 08 1T 1 48 3 54 2T -4 97 -2 91 3T -3 31 -1 26 4T -2 91 -0 86 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 4 0 18 -0 18 22 84 5 02 13 25 2 -0 69 0 18 -0 18 22 84 -19 87 -11 65 3 -0 37 0 18 -0 18 22 84 -12 56 -4 34 4 -0 29 0 18 -0 18 22 84 -10 73 -2 51 5 -0 45 0 18 -0 18 22 84 -14 39 -6 17 6 -0 45 0 18 -0 18 22 84 -14 39 -6 17 1E 0 61 0 18 -0 18 22 84 9 82 18 04 2E -1 07 0 18 -0 18 22 84 -28 55 -20 33 3E -0 53 0 18 -0 18 22 84 -16 22 -7 99 4E -0 43 0 18 -0 18 22 84 -13 93 -5 71 1T 1 26 3 31 2T -4 97 -2 91 3T -3 14 -1 08 4T -2 68 -0 63 T&SPEC" RedSpec*' by RedBuiltTM v7.0.7 5 125 x 6 GLB 24F -V4 DF This product meets or exceeds the set design controls for the application and loads listed Allow. Shear (Ib) 49% Positive Moment (ft -Ib) 51% Negative Moment (ft -Ib) 92% DESIGN CONTROLS DEFLECTIONS (in) Span Live Span Total SUPPORTS Support 1 Live Reaction, Critical (Ib) 1408 (100) (DOL%) Dead Reaction (Ib) 385 Total Reaction (Ib) (DOL%) 1793 (100) Bearing Bottom Support Wall SPANS AND LOADS Dimensions represent horizontal design spans. APPLICATION LOADS Type Units DOL Uniform psf 100% Live 40 ADDITIONAL LOADS Type Units DOL Live Project: 10105 ANDERSON Location: 1829 W 4Th STREET PA Folder Folder Date: 10/18/10 12 40 PM Designer SRH Comment: Allow. 62% 49% 8' 3.0' Dead 12 Dead Design 2396 3124 -4377 Design 0.171 0.203 Allow. 4920 6150 4740 Allow. 0.275 0.413 Support 2 Support 3 4022 (100) 1408 (100) 1284 385 5306 (100) 1793 (100) Bottom Beam Wall C. \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red DOL Control 100% All Loads 100% Odd Members 100% All Loads Design L/ 578 L 489 8' 3.0' Allow. L/ 360 L 240 Spacing /Trib. Member Type Partition 0 9.8' Floor Beam Location from left Application Comment NOTES Building code: IBC. Methodology* Allowable Stress Design Min end bearing 1.5 inches. Min continuous bearing 3 inches. Support bearing length requirements must be checked separately Continuous lateral support required at top and bottom edge. Page 1 of 1 Type: CENTER BEAM Pass /Fall PASS PASS PASS Pass /Fail PASS PASS The products noted are Intended for Interior untreated, non corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuiltT" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT" RedSpecT" Red -IT" Red -I45T" Red -I65 Red- I65TT" Red -I90T" Red- I90HT" Red- I90HST" Red -LT" Red -LTT" Red -WT" Red -ST" 1&SPEC RedSpecTM by RedBuilt v7.0.7 3 5x7 25 Douglas Fir #2 This product meets or exceeds the set design controls for the application and Toads listed DESIGN CONTROLS Shear (Ib) Positive Moment (ft -Ib) Negative Moment (ft -Ib) DEFLECTIONS (in) Span Live Span Total Project: Location: Folder Date: Designer Comment: Allow. 47% 50% 58% AIIow. 19% 15% SUPPORTS Support 1 Live Reaction, Critical (Ib) 965 (100) (DOL Dead Reaction (Ib) 271 Total Reaction (Ib) (DOL%) 1236 (100) Bearing Bottom Support Wall SPANS AND LOADS Dimensions represent horizontal design spans. 10105 ANDERSON 1829 W 4TH STREET PA Folder 10/18/10 12 44 PM SRH Design 1419 1489 1748 Design 0.034 0.042 Support 2 Support 3 2574 (100) 2574 (100) 744 744 3318 (100) 3318 (100) Beam Beam 5' 6.0' 5' 6.0' APPLICATION LOADS Type Units DOL Live Dead Partition Uniform psf 100% 40 12 0 ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application NOTES Building code: IBC. Methodology* Allowable Stress Design Min end bearing 1.5 Inches. Min continuous bearing 3 Inches. Support bearing length requirements must be checked separately Continuous lateral support required at top and bottom edge. C: \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red Allow. 3045 2989 2989 AIIow. 0.183 0.275 Page 1 of 1 DOL Control 100% Adjacent Second Support 100% Odd Members 100% Adjacent Third Support Design Allow. L 999+ L 360 L 999+ L 240 Support 4 965 (100) 271 1236 (100) Bottom Beam 5' 6.0' Spacing /Trib. Member Type 9.8' Floor Beam Comment r n..I •n ,r r_... Type: CENTER BEAM Pass /Fail PASS PASS PASS Pass /Fall PASS PASS The products noted are intended for interior untreated, non corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuIltTM' recommendations. The Toads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'°" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBullt'"' RedSpec"" Red-IM Red -I45T' Red -I65"" Red -I65TTM Red -I90TM' Red -I90W" Red- I90HSTM' Red-Lm Red-LTTM' Red -WTM' Red -STM' 1< RedSpecTM by RedBuiItTM v7.0.7 Project: 10105 ANDERSON Location: 1829 W 4T1-I STREET PA Folder Folder Date: 10/18/10 8 56 AM Designer SRH Comment: DOUBLE 1 5x9 25 Douglas Fir #2 This product meets or exceeds the set design controls for the application and Toads listed DESIGN CONTROLS Allow. Design Allow. DOL Control Pass /Fail Shear (Ib) 24% 901 3830 115% All Loads PASS Positive Moment (ft -Ib) 55% 2231 4058 115% All Loads PASS DEFLECTIONS (in) Allow. Design Allow. Design Allow. Pass /Fail Span Live 23% 0.068 0.300 L 999+ L 360 PASS Span Total 23% 0.104 0.450 L 999+ L 240 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) 626 (115) 532 (115) (DOL Dead Reaction (Ib) 334 277 Total Reaction (Ib) (DOL 960 (115) 809 (115) Bearing Bottom Bottom Support Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. T C: \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red 9' 0.0' APPLICATION LOADS Type Units DOL Live Dead Partition Uniform psf 100% 40 12 0 ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point Ibs 115% 339 204 2' -0.0' Adds To Point Ibs 115% 339 204 5' -9.0' Adds To NOTES Building code: IBC. Methodology' Allowable Stress Design Min end bearing 1.5 inches. Support bearing length requirements must be checked separately Continuous lateral support required at top and bottom edge. Page 1 of 1 Spacing /Trib. Member Type 1.3' Floor Beam Type: Type The products noted are intended for Interior untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuiitT" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuiitT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiitT" RedSpecT" Red -IT" Red -I45T" Red -I65T" Red- I65TT" Red -I90T" Red- I90HT" Red- I90HST" Red -LT" Red -LTT" Red -WT" Red -ST" ??O'SPEC' RedSpec by RedBuilt'" v7.0.7 Project: 10105 ANDERSON Location: 1829 W 4TH STREET, PA Folder Folder Date: 10/18/10 9 AM Designer SRH Comment: TRIPLE 1 5x9 25 Douglas Fir #2 This product meets or exceeds the set design controls for the application and Toads listed DESIGN CONTROLS Allow. Design Allow. DOL Control Pass /Fail Shear (Ib) 46% 2618 5744 115% All Loads PASS Positive Moment (ft -Ib) 68% 4113 6088 115% Even Members PASS Negative Moment (ft -Ib) 87% -5307 6088 115% All Loads PASS DEFLECTIONS (in) Allow. Design Allow. Design Allow. Pass /Fail Span Live 29% 0.096 0.333 L 999+ L 360 PASS Span Total 25% 0.125 0.500 L 959 L 240 PASS SUPPORTS Support 1 Support 2 Support 3 Live Reaction, Critical (Ib) 901 (115) 3590 (115) 988 (115) (DOL Dead Reaction (Ib) 322 1810 389 Total Reaction (Ib) (DOL 1223 (115) 5400 (115) 1377 (115) Bearing Bottom Bottom Support Wall Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. C: \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red b b b 9' 6.0' 10' 0.0' APPLICATION LOADS Type Units DOL Live Dead Partition Spacing /Trib. Member Type Uniform psf 100% 40 12 0 3.2' Floor Beam ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point Ibs 115% 662 397 4 3.0' Adds To Point Ibs 115% 662 397 8' -0.0' Adds To Point Ibs 115% 662 397 11 -9.0' Adds To Point Ibs 115% 662 397 15' -6.0' Adds To NOTES Building code. IBC. Methodology Allowable Stress Design Min end bearing 1.5 inches. Min continuous bearing 3 inches. Support bearing length requirements must be checked separately Continuous lateral support required at top and bottom edge. Page 1 of 1 T Type: Type The products noted are intended for interior untreated, non corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBulltm recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuiltm associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltTM RedSpecTM' Red-r Red -I45TM Red- I65'"' Red -I657m Red -I90TM' Red- I90H'TM Red- I90HS'" Red -L" Red -LTTM Red -W'" Red -S'"' TISPEC RedSpecTM by RedBuiItTM v7.0.7 TRIPLE 1 5x9 25 Douglas Fir #2 This product meets or exceeds the set design controls for the application and Toads listed DESIGN CONTROLS Shear (Ib) Positive Moment (ft -Ib) Negative Moment (ft -Ib) DEFLECTIONS (in) Span Live Span Total APPLICATION LOADS Type Units DOL Uniform psf 100% Live 40 ADDITIONAL LOADS Type Units DOL Live Project: 10105 ANDERSON Location: 1829 W 4TH STREET PA Folder Folder Date: 10/18/10 9 18 AM Designer SRH Comment: Allow. 29% 45% 61% Allow. 20% 16% SUPPORTS Support 1 Live Reaction, Critical (Ib) 834 (100) (DOL Dead Reaction (Ib) 244 Total Reaction (Ib) (DOL 1078 (100) Bearing Bottom Support Beam SPANS AND LOADS Dimensions represent horizontal design spans. 9' 6.0' Dead 12 Design 1462 2399 3213 Design 0.066 0.080 Allow. 4995 5294 5255 Allow. 0.333 0.500 Support 2 Support 3 2439 (100) 872 (100) 851 266 3290 (100) 1138 (100) Bottom Beam Beam Partition 0 C. \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red Page 1 of 1 DOL Control 100% All Loads 100% Even Members 100% All Loads Design Allow. L 999+ L 360 L 999+ L 240 10' 0.0' Spacing /Trib. Member Type 5' Floor Beam Dead Location from left Application Comment NOTES Building code: IBC. Methodology* Allowable Stress Design Min end bearing 1.5 inches. Min continuous bearing 3 Inches. Support bearing length requirements must be checked separately Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. Type: OUTER BEAM Pass /Fail PASS PASS PASS Pass /Fail PASS PASS The products noted are Intended for interior untreated, non corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuiitT" recommendations. The Toads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt^" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt" RedSpec" Red -IT" Red -I45" Red -I65T" Red- I65T'M Red -I90T" Red -I90HT" Red- I90HST" Red -LT" Red -LT" Red -WT" Red -ST" n..4 •TM n_d UTM n..41 __iM rl TM 14. n.a.. ♦r. If. I`..... ._L.. nn. n n_."n. 1s r 1dSPEC' RedSpecTM by RedBuilt" v7.0.7 1 5x9 25 Douglas Fir #2 This product meets or exceeds the set design controls for the application and Toads listed DESIGN CONTROLS Shear (Ib) Positive Moment (ft -Ib) Negative Moment (ft -Ib) DEFLECTIONS (In) Span Live Span Total Allow. 24% 37% 49% Allow. 16% 13% SUPPORTS Support 1 Live Reaction, Critical (Ib) 222 (100) (DOL Dead Reaction (Ib) 67 Total Reaction (Ib) (DOL 290 (100) Bearing Bottom Support Wall SPANS AND LOADS Dimensions represent horizontal design spans. T APPLICATION LOADS Type Units DOL Uniform psf 100% Live 40 ADDITIONAL LOADS Type Units DOL Live Project: 10105 ANDERSON Location: 1829 W 4TH STREET PA Folder Folder Date: 10/18/10 9 21 AM Designer SRH Comment: 9' 6.0' Design 394 644 -865 Design 0.052 0.064 Support 2 Support 3 650 (100) 232 (100) 235 73 885 (100) 306 (100) Bottom Beam Wall "i Dead Partition 12 0 Allow. 1665 1764 1764 Allow. 0.333 0.500 Dead Location from left Application Comment NOTES Building code: IBC. Methodology* Allowable Stress Design Min end bearing 1.5 Inches. Min continuous bearing 3 inches. Support bearing length requirements must be checked separately Continuous lateral support required at top and bottom edge. C: \Documents and Settings \srh \My Documents \RedSpec \10217 WEST.red Page 1 of 1 DOL Control 100% All Loads 100% Even Members 100% All Loads Design Allow. L 999+ L 360 L 999+ L 240 10' 0.0' Spacing /Trlb. Member Type 1.3' Floor Beam Type: EX. FL 3ST Pass /Fall PASS PASS PASS Pass /Fall PASS PASS The products noted are intended for interior untreated, non corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBullt'TM recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'" RedSpecm Red-IM Red- I45'"' Red -I65'" Red- I65T'" Red -I9O" Red- I90H"" Red- I90HS'"' Red -L'"' Red -LTTM Red -W'"' Red -S""