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REVIEWED-BLD2022-1057+Sructural Calculations+8.8.2022_12.08.52_PM+3037900BLD2022-1057 = -(> 10�1h' ENGINEERING civil & structural engineering & planning REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT 20 41' Ave 5 5io 200 Edmofid% WA 09020 Phan@: (425) 7724500 Fax.,(425)778.5550 RECEIVED Aug 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ------------------------- THESE STURCTURAL CALCULATIONS MUST ACCOMPANY THE ARCHITECTURAL PLANS SET ON SITE ------------------------- STRUCTURAL CALCULATIONS jezierski Residence 7451511 Way 5W Edmonds-, WA 08020 CG Project No.: 22016.10 Project Description The client is remodeling the existing house and installing a slider door at the exterior wall in the kitchen and living room area. A new beam and posts will be required at the slider door. Lateral upgrades are not required. Scope of Work We will provide stamped structural calculations in accordance with the current building code. Basis of Design Roof Dead 15 psf Live 25 psf (snow) Description By AAL Date 2// 15 2022 Project Summary Checked Date ENGINEERING Scale NTS Sheet No. 250 4th Ave South project Job No. Suite 200 lezierski Residence 22016.10 Edmonds, WA 98020 Gravity Design Loads Roof DL Roofing Material 2.5 psf 3/4 Sheathing 2.3 psf Insulation 1.0 psf 5/8 Gypsum 2.8 psf Rafters @ 24" OC 2.2 psf M/E 1.0 psf Misc 1.5 psf 13.3 psf USE 15.0 psf Roof ILL (Snow) 25.0 psf Description Gravity Design Loads By AAL Date 07/18/22 Checked Date GNIpIpIgp Scale Sheet No. 250 4th Ave. South Suite 200 2 Project Jezierski Residence Job No. Edmonds, WA 98020 22016.10 24'M loll #00 11711011�� 19,4 VIV 4,--o inr V01/2. W4 51-5 114— 0' 4— -4 112, T B BI M1 C1 --T Pr TINT -A! X '-B" wd ? Tiff '1�4 10' I T71A, 94 114' WO 1, Gravity Key Plan Description By Date 7IT12 Z Checked Date ENGINEERING Gravity Key Plan Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 3 425.778.8500 12Z 0 16, to www.cgengineering.com 3r Beam Span Table - Roof Beams Allowable Uniform Distributed Load in Pounds Per Lineal Foot (PLF) Span Length in Feet Beam 4 5 6 7 8 9 10 1 11 12 13 14 15 16 17 18 19 20 4x6 HF #2 937 600 417 306 234 185 150 124 104 - - - 31/2 x 5 112 LSL 1541 986 685 503 369 259 189 142 109 - - - 4x8i1F #2 1461 1038 721 529 405 320 259 214 180 154 132 115 101 3112 x 7 114 LSL 2616 1674 1163 854 654 517 419 321 247 195 156 127 104 6x8 OF #2 2162 1384 961 706 541 427 346 286 240 205 176 154 135 120 107 - - 2 11/16 x 9 114 PSL 2405 1924 1603 1374 1193 942 763 631 530 452 378 307 253 211 178 151 130 4x10 HF #2 1863 1490 1084 796 610 482 390 322 271 231 199 173 152 135 120 108 - 4x12 HF #2 2266 1812 1469 1080 827 653 529 437 367 313 270 235 207 183 163 147 132 5 1/4 x 9 114 PSL 5399 4319 3600 3085 2677 2115 1713 1416 1183 931 745 606 499 416 351 298 256 211/16 x 9112 PSL 2470 1976 1647 1411 1235 991 802 663 557 475 409 334 275 229 193 164 141 3112 x 9 112 LSL 3634 2907 2423 1893 1449 1145 927 766 643 506 405 329 271 226 191 162 139 3 1/2 x 9 112 PSL 3700 2960 2467 2114 1850 1482 1201 992 834 674 540 439 362 302 254 216 185 6x10 OF #2 3404 2219 1541 1132 867 685 555 458 385 328 283 247 217 192 171 154 139 5 1/4 x 91/2 PSL 5545 4436 3697 3169 2773 2224 1802 1489 1251 1011 810 658 543 452 381 324 278 7 x 9 1/2 PSL 7390 5912 4927 4223 3695 2966 2402 1985 1668 1349 1080 878 723 603 508 432 370 2 11116 x 11 1/4 PSL 2925 2340 1950 1671 1463 1300 1104 912 767 653 563 491 431 382 325 276 237 31/2 x 11 1/4 LSL 4301 3441 2867 2458 2001 1581 1281 1058 889 758 653 547 450 375 316 269 231 3 112 x 11 114 PSL 4382 3505 2921 2504 2191 1947 1653 1366 1148 978 843 729 600 501 422 359 307 6x12 OF #2 4123 3253 2259 1660 1271 1004 813 672 565 481 415 361 318 281 251 225 203 5 114 x 11 114 PSL 6567 5253 4378 3752 3283 2918 2480 2050 1722 1468 1265 1097 904 754 635 540 463 2 11/16 x 11 718 PSL 3085 2468 2057 1763 1543 1371 1222 1010 849 723 624 543 478 423 377 324 278 3 112 x 11718 LSL 4543 3634 3028 2596 2220 1754 1420 1174 986 841 725 631 530 441 372 316 271 3112 x 11 718 PSL 4623 3698 3082 2642 2312 2055 1831 1513 1271 1083 934 814 709 591 498 423 363 5 114 x 11718 PSL - 5548 4623 3963 3467 3082 2747 2270 1908 1626 1402 1221 1063 887 747 635 544 7 x 11 7/8 PSL 6160 1 5280 1 4620 4107 3663 3027 2543 F2167 1869 1628 1411 1176 991 842 722 Notes: 1. This table is applicable for Simple Span beams with uniformly distributed loads (no point loads) 2. Table values are based on the limiting beam shear R moment capacities, as well as deflection 3. The deflection limit used in the above table is (L/180 Total Load) and (U240 Snow Load) 4. This table is applicable for WLLMIoL <= 3.0 5. Table values include the Size Factor (CF) and the Load Duration Factor (Co) vesenplion Beam Span Table BY AAL ume Checked Date E��)IV� F2)IVC, Scale Sheet No. 250 4N Ave. South Soto 200 Edmonds. WA98020 Project Jezierski Residence lob No. 22016.10 5 oil day I Soto Prf 12 n 16' it , > . ��� s�. 147- EXIST FTG OK Description By �OL Date ZZ G2r % e Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 project Job No. Edmonds, WA 98020 4 425.778.8500 /� �,` www.cgengineering.com C �� CJ��/G,� /\efJ�U ��e Z2 0 /6` HF Column & HF Sill Plate Capacity TABLE IBC 2018, NDS 2018 Date modified 10-2-14 6 7 8 9 10 11 12 13 14 15 16 (1) 2x4 HF Stud 3,073 2,574 2,127 1,760 1,469 1,238 1,055 909 790 692 611 PsILL 2,354 2,354 - - - - - - - - - (3) 2x4 HF Stud 9,220 7,723 6,382 5,281 4,406 3,715 3,166 2,726 2,369 2,076 1,834 PSILL 6,910 6,910 - - - - - - - - - (4) 2x4 HF Stud 12,294 10,298 8,510 7,041 5,875 4,953 4,221 3,635 3,159 2,769 2,445 PSILL 8,505 8,505 8,505 - I - - I - - - I - - (2) 3x4 HF Stud 10,245 8,581 7,091 5,868 4,896 4,128 3,518 3,029 2,632 2,307 2,038 PSILL 7,619 7,619 - - - - - - - - - (3) 3x4 HF Stud 15,367 12,872 10,637 8,802 7,343 6,191 5,277 4,543 3,948 3,461 3,057 PSILL 10,631 10,631 10,631 - - - - - - - - (2) 2x6 HF Stud 5,992 5,060 4,205 3,492 2,920 2,465 2,103 1,812 1,576 1,381 1,220 PSILL 4,708 4,708 - - - - - - - - - (3) 2x6 HF Stud 16,730 15,297 13,636 11,927 10,333 8,934 7,746 6,750 5,918 5,221 4,634 PSILL 10,859 10,859 10,859 10,859 - - - - - - - (4) 2x6 HF Stud 23,902 22,755 21,314 19,614 17,764 15,903 14,146 12,558 11,158 9,942 8,891 PSILL 13,365 13,365 13,365 13,365 13,365 13,365 13,365 - - - - 4x6 HF #2 14,409 11,327 9,009 7,286 5,993 5,006 4,239 3,633 3,147 2,751 2,425 PSILL 8,328 8,328 8,328 - - - - - - - - 4x8 HF #2 18,744 14,808 11,809 9,566 7,876 6,583 5,577 4,782 4,142 3,622 3,193 PsILL 10,277 10,277 10,277 - - - - - - - - 4x10 HF #2 23,562 18,717 14,972 12,150 10,015 8,377 7,101 6,090 5,277 4,615 4,069 PSILL 13,112 1 13,112 13,112 - I - - I - - - I - - 6x6 DF #2 19,595 18,889 17,995 16,908 15,659 14,315 12,960 11,665 10,475 9,407 8,463 PSILL 13,087 13,087 13,087 13,087 13,087 13,087 - - - - - 6x8 DF #2 25,830 24,899 23,721 22,288 20,642 18,870 17,083 15,377 13,808 12,400 11,156 PSILL 16,149 16,149 16,149 16,149 16,149 16,149 16,149 - - - - 6x10 DF #2 28,621 27,790 26,739 25,450 23,929 22,224 20,420 18,614 16,885 15,285 13,835 PSILL 20,604 20,604 20,604 1 20,604 1 20,604 1 20,604 - - - I - I - Description By AAL Date 07/15/22 Wood Column Capacity Table Checked Date ENGINEERING Scale sheet No. 250 4th Ave. South Suite 200 6 Project Jezierski Residence Job No. 22016.10 J P -21- LATERAL CALCULATIONS L,EXIST = 4FT + 2.83FT + 1.83FT + 5.33FT = 14FT L,NEW = 4FT + 5.42FT + 5.33FT = 14.75FT ON THE SHEAR WALL LINE WHERE THE SLIDER DOOR IS ADDED, THE TOTAL LENGTH OF SHEAR WALL IS INCREASING. LATERAL UPGRADES NOT REQUIRED PER IEBC 2018 SECTION 502.5 24 3A Itir SHEAR WALL LINE Y-YN kip rn OT MW T411 / Description By Date7/,.(Z2 LATERAL CALCULATIONS Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. 7 Edmonds, WA 98020 425.778.8500 www.cgengineering.com 3r-�! r ikv 2Z 0 16, ROOF FRAMING PLAN W-4 moonx ��Ovv sewaLL �wnsrrr zana_naan w 9 to tt I v FASTEN KING STUD TO HEADER WITH W (6) 10d x 3' NAILS. FASTEN KING STUD Q m r TO JACK STUD WITH (1) ROW OF 10d x T� INFILL OPENING W/ MIN 2x HF STUDS 3' NAILS AT 9' O.C. STAGGERED, TYP. I @ 16' OC. PROVIDE SHEATHING AND 9 NAILING TO MATCH EXISTING CONSTRUCTION �M 0�'��� m,aan n, �xsms• � � �nQ __ T � �aSrra —'�I--�,��•ry-3n I I � r S.c �+y 'y.� Ox � a, ImrGo ssr � J� O EXIST BEAM 'I LL '77- ' ro w m ;IV K iEN'f� I I . xcm. I�s�1=1�� 's- s vs-nn Sea•- s �• ®•� a-w3V VifAi6R'U' �D'M1'� n'+a,rms^ 8-+�Na^ ai-nrc I Ss•�s N tii53N>e' DATE: 11/2212021 SCALE: 1/4 Proposed Floor Plan SHEET: 8 A1.0