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REVIEWED RESUB2 BLD2021-1073+Structural_Calculations+11.11.2021_10.18.31_AM+2515586Rudberg Residence Addition Structural Calculations 8421 202nd Street S.W. Edmonds, WA 98026 Snohomish County Sidesway Project No. 21085.01 Prepared By: 5IDEWAY 5 ENGINEERING loiz�izl Rudberg Residence Addition October 28, 2021 Project No. 21085.01 Project Description Sidesway Engineering was retained by the homeowners to perform analysis and design as necessary to obtain a building permit for the proposed remodel and addition to the existing single-family residence located at 8421 202nd Street S.W. in Edmonds. The single story addition adds approximately 1260ft2 to the north of the existing house and will be conventionally wood framed with pre -manufactured roof trusses and wood I -joists at the floor. The house will bear atop continuous exterior footings at frost depth with interior spread footings in the crawl space. The lateral force resisting system consists of a sheathed roof diaphragm spanning to various wood stud shear walls around the perimeter of the house. The remodel work within the existing home involves the replacement of an interior bearing wall with a flush beam, adding over -framing at multiple locations on the roof, and the addition of a porch roof at the entry which will be conventionally wood framed with a ridge beam and rafters. All dimensions were provided to us from Turner Design's remodel drawings or were obtained during a site visit performed by our firm. Scope of Work Provide gravity and lateral calculations for the proposed remodel and addition as required to obtain a building permit. Redline structural framing requirements onto the architectural plan set and provide structural notes and typical details as required for permit. Design Criteria 2018 International Building Code (IBC) 2018 International Existing Building Code (IEBC) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures Applicable Material Reference Standards (ACI, AISC, NDS) This is a Risk Category II structure designed for the following loads: Dead Loads: 15psf (roof), 15psf (floor), 9psf (exterior/interior walls) Snow Load: 25psf Live Load: 40psf (floor) Wind Load: 100mph, Exposure 'B', KZT = 1.0 (refer to wind loads) Seismic Load: R = 6.5 (wood s.w.), Site Class D, SDC D (refer to seismic loads) Project Summary The proposed remodel and addition to the single-family residence as designed in the following calculations conforms to the 2018 IBC and IEBC. Refer to the calculations and construction drawings for structural framing requirements. Disclaimer This calculation package is based on the documentation that was available to us. Sidesway Engineering did not perform a complete as -built to verify the accuracy of the provided data, and we should be contacted if there are any discrepancies with the assumptions contained within these calculations. We assume the structure has no known deterioration or damage that would adversely affect capacity. 20305 87`h Avenue W. Edmonds, WA 98026 SI-DE5WAY (425) 673-4160 ENGINEERING ' ' 4 >< 8" vrz-&P CA WkI zo $�S3• �+ CFoundation ' 3116" = 1'-0" a' s'1¢ok WWU, w(tty e IE3"o•G J C.aN'iZNuo�S Prt (of v 1F WA-E.L. 11' wzaE K 'B" Z>EfP F((o wI (j') sy L,t4T%,,Vo,jS Af SOT � ►�awrcl. 6bC.'LZ-mil. iZ'6NFoRt�.t'[ 3•• ACCE66 �K��'1�faJG G0t4►•tNV0v5 6" 51 wets. q-rac ��NSSt G (� wg-j-t)wS I Z" w7Z1F x v" nEEe PT . I r l'Z D t�8 F-( e4 adT, N. FOUNDATION VENT?ARE 3' FROM EACH CORNER EACH VENT IS 72 SQ IN OF OPEN SPACE, EQUALING A TOTAL OF 5 IQ FT OF OPEN CRAWL ACE VENTING -tlO1RL"BEL�110` t' 2 o-4..5 Matt & Sarah Rudberg Addition Foundation Plan —b.. jltumerW@gmail.com' D.. 7/29121 D.—by Turner Designs, LLC Cb..r.d by M Rudberg -- u S1 R j s�.k 3/16" = 1'-0" b e Cavc�L.1u�+5 3-�/ZY`l'��2 r•SS�i LSD. wlp�Ca Is SN'(+^22zs2 PaSTS. STj;.IIL Q L i c�L/�J� t �✓!� B G�w�S . 143'- 14'-5• u•-r V WB WBP-B — NEW WALL TO O WALL CONNE ON: LONG 61MP N T NG TIE ST P EDTONEWB EXIS TOP PLATE � RSECTN7NS. VWC- <. Luo -SD S WITInfo -towso to & ICl-$ j. 5?ia1 I •p(p -r WALL BRACING PANEL SCHEDULE A PLYWOOD/OSSISW X4'X8' ,Od NAIL S' D.C.(EDGES). 12- D.C.(FIELD) B GW8- 1/2' X 8' X 8'(ONE FACE) Sd COOLERIWALLBOARD NAILS 07.O.C. C GM -10 X 4' X S' (TWO FACES) Sd COOLERANALLSOARD NAILS O 7-O.C. THROUGHOUT 11 1 STRUCTURAL PANEL SIDING 3/8' X 4' X V CORROSION RESISTANT Sd NAILS a w O.C. (EDGES), 0 12' O.C. (FIELD) GENERAL NOTES: BRACED WALL PANEL SOLE PLATES NAILED TO FLOOR AND TOP OF PLATES SHALL BE ANCHORED TO FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES, PROVIDE BLOCKING UNDER AND IN n�t� JJLLt�'� p � � j1 A; WITH BRACED WALL PANELS. WHERE JOISTS ARE PARALLEL TO BRACED g�.cnyV LrjL :,,, IJALL LMIEb, PROVIDE DOUBLE JOISTS UNDER, AND INLINE WITH BRACED PANELS. O�EA 'Sid 1J5 5�p�,7 ON A33 INSIDE CORNER ETS CONNECTION TOP WALL INTERSECTION G(&A, wL B6—Qua ZS FRAMING NOTES: REQUIREDr 1. 2. 3/4" T&G APA RATED PLYWOOD SHEATHING W/ 4020 SPAN RATING. NAIL W/ 100 COMMON 0 6" O.C. EDGES & 12" O.C. FIELD. 3. ATTACH TREATED 2X10 LEDGER TO EXISTING FOUNDATION WALL SPANNING LENGTHS OF ADDITION FOR NEW SUBFLOOR TIE-IN. LEDGER ATTACHED WITH GALVANIZED 12" CONCRETE ANCHORS. 2 ANCHORS EVERY 16" O.C. Norte: T F Skit-r� o f LR- '� gc-*- A ru- G�Gc-GrD To = o Hµ44 j o �'� �-� t G- �{X(2 DF� Z� COIL Ty,,Jt�oK.S, �j%S�-5 T b 7X8 01 S' O.C., TYP. 4L DRIVEWAY 6a6 POST ON 18SA8-% 5�•IdiB d� Ga A �L- 4XS BEAM r- ,D•-r .-e• 14'-0' 44t6NT'4 BACK DECK NOTES: 1. P.T. INCISED 4x8 BEAM TO BE USED AS RIM JOIST 2. 2x8 P.T. JOIST WILL HANG FROM BEAM USING SIMPSON Z-MAX HANGERS 3. ALL DECK FRAMING WILL BE PRESSURE TREATED INCISED HF MATERIAL O First Fbor Framing 4 POST CAPS. SANCHORED WITH SIMPSON COLUMN BASE, AND BC 4 3N6" = 1'-0" 5. PRESSURE TREATED LEDGER ATTACHED TO HOUSE WITH 12 x 4 12 GALV. LAG SCREWS. W/ FLAT WASHERS @ 16" O.C. ALTERNATE HIGH AND LOW LOCATIONS THROUGH RIM JOIST. 6. FINISHED DECK SURFACE "QQUj1LLID446IQTO BE LESS WITH 30" ABOVE GRADE. ■ ►���:�e��'+►mow'*L�ii���j���3��►!►��� i*1lirf+0i ►���i1fi'��i►il;« v':•l��1{��►�)!►��� ►��t�k~ti?vfiv*iQr":1�t�iy4v?r7�hifty' 1•�'4�tf�4! ►��i���ArA'rR�ty�!i�►rAy1�`�r?'y�r"'R.?Y!►'''��i�� ►�����y�ves����'��ui'�yi►i����j��iy4fii�ii� Mott Rudbarg C', C Matt iSarah Rudberg Addition FloorFirst • Plan �L� G- tJ o-� (rS : ��'� A l-z � �bl, L�- � �� D R•L� fr Y P�-SS ►`� G-x-t �.� �xzST w�ti �b-R- � JS�(. z . � ESZCr� act-«s5 �o f t- 7��t 2. � v� (A SD� s�r� - P� ►� � 5 �t Ctht:- A4 LET SHL--�a. wd-u-- ���'''S• T�1.tt-SS A.�-So /�►G-GDS To Bc-9�sr� As PLFt44�ii�ot I�tr�T-t�G'• �( LC-D G&+f� c � cu�.SS $o IIItI TO�AL� rj —O ^ �� �:; , AUTODESK. ', www.autodesk.com/revit all bdtADDI Ali `nsePRftm S� fho1208SFi%Nlc� 6oiJT-1NL,o`S ovG i9'.7 2.-5 f f IOn1e'.p• 6-N v . 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EAST 5 b� m tj 1 �8 9F Gt,g b GARAGE: H No-c�.s Lxt� *2 9A'vricaS ((,iSZ pvF,i2F2►rd t�zNc� �(T2 lO F_tvso2-E s�o¢.u.�6 tS TSJSTFW-�D Yczro2 -T. —tc{r A'D SQP4e'W6 M,EMt3E lti / LIVING R OM p Rtil S�to�LnSi� Pre cot�lC2aG-lo(L. r+*� 1 F� �X�Zsi- LTn� y oy� ��zhZl� r� +�ouG- (b 2S( ogj1At�\' LISP—GtZ� `T -Sw6 W SWb — — b No. Description Date 34 T Matt & Sarah Rudberg 14' 0- 7� vF z "'/-Aqvwv�j.lAs_ vas *2- •s-cyr o k X t tt IP.. �3S'l klli . i�0 �r `x (p OF 4kZ Ms�. 2we 3 f0 w` �PgpVLD�c,�1,M7t�1. �iY' D ttZ :l�s'( 1�owin% b �a` ��+/PO4S�MS�3. GJ E D GE UAVA5 LA)cb -Df: ii'Z lZ- X �tr ►#2 g J G E 41FAVF�2 Q1 (o �o5't L.'(z�21c Q iA, I A . ANO Tr E¢EtLid R.�n1 F�116NEt� a6L,vw , �� C j- w I $�M, `^�•'� Ng�N � �' � @ND$ Addition a First Floor Plan Proi.d-.br ltumer07@gmaii.com Date 7/29121 Dr rn,ey Turner Designs. L cneokede M.Rudbe y rg Al _`�'Y• CFirst Floor � 3/16" = V-0" � swk As indicated M. o 3/q'su l -uvb 1.5 TRvsscs/:�-wt� 3. o Fac"Az,.r(- 3, cD Ma,tk IgLEC, 1.0 -T.V,6vq�,-rZory 1' o Ge2lL2N C, 2. -+5 Maw ktgc 1,5 f 11s Cf LAN CCU S 0. 9 5 C�1��-+�+ C- 1.2 �NSUI A`iZo1�► 0•8 MTAFtANCFaOS 1'g 2 PO � 15,0 P5,( IS e5e v 5fA c-o4sce--l-W fb F�3%6 . \Z P5- vMmo Fog- 3CTSnnu DL. wPuS Ex��a 9 -pSF T-N-(rz- C-110-cl—, �sF L-zv e t�-Loo rL y 0 Pw 5Nbvi: 25-(>,-r- AU,q, "L-E Sol-l_ (ASS L)n lvE l>) - \ 500 P s, Qm+G wktu BECc� 1 Description By Project No. 7 Date -(T202. 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V 5k- Po:s-r � s g. � �� 25 5� Sz tom, = 2u,�,F g� ((�• c� } �Rz) - �IW a Iq9 +S(, iz.�6 -rota L 69L,9 0DL-1 6? 1 SE 3 ��.L x = L153 t Description By Lrv-� Project No. Date I D E WAY Project Check k� Sheet No. 2JDgELG ENGINEERING Datefo(z(!�/zr r 11 a t (7 2 5-t (2 tS (37 Z xli (2,) — R b 5 t- I�Lu 450, CCfGl,'v L g£� �� µix -rg t C55 I T/P +tee 6 ,' �L i2S PSK sc, u S G— G �11Z X 1`Jri -- C�(lti t ( A6,-, SS Z L�x g w,2- 'Fbl_ CJ S(� dcL/9q9 t J SrsF 25V5r? sC) 13- Z (� `r6/ry LZ. �t QZ + Description By Project No. Date 7t 7(o LS.o i I D E WAY5 Project JQE 2�S:�E, CE Checked Sheet No. l Date/7,.ti ENGINEERING 1" G C fz,Z�7.� 6 TIFN 5-to ry SPbZ Cf ' l to L��z- -7 s-G AG�?c�r1) ln) ; Zqx I (ISpSf T2L + 2S VSFsL) t SopcG I 009 ZN 1 _ �? _ ��oo�� I2►t >2__ 119D 7 3* y �Zt ems¢- ZLi ?c 2 16" 4$446-G) � 3 A,NbVC 35249L ZZ7v Rz = 914.- aoL +610-s A-uc r U r * 1 ? R. _ NMbfiL 6si� i95'& ti ?-J = Rycluw�ryt = 656avi, 1� (c.^Q: Z i90� COW (z1�C D c rz� 5 Pa N tyo -7� 9? _PSDlx+kU7PC,-)T - Q) / CAS LNUsuS FIG' S"4haL ; LA�Np Ot,% SZ> IN t, A-C.l-1�T--" — — rj-1r-;ram - O 0 J"E ; AC-4 '°to 7,VQ-T C+Z9- C P=15i3 "'Z-X-r Sc- - a ( 7--) W e, ¢ Z (z)z� (z) 7" lz-I = 3 Z`J Wgi-f `l 4(0-,f 5L 14 = y35 *-vL,+ ro'61 kt-sC Description 5IDE WAY ENGINEERING -p=: 2_Qfwr-,L4--LJB5-w5L� (V�-96-6— V��174) (,J, : 1, 17 5 asfsc) qLffll.fi Z6 P Sc L.JZ.5.2.5 *(ISvSF vcf Zs�s�S�) _�9v�c�+ i31o�FS� G By / Project No. ,- Date Z Io _15-707/ S� o Check Sheet No. __S (M Date � i0z z The Roseburg Framing System® The Roseburg Framing System" consists of: RFPI I Joists used in floor and roof construction; RigidLae LVL which is used for headers, beams, columns, studs and stair stringers; and RigidRie Rim Board. All of the components are engineered to the industry's highest standards to help contractors build solid, durable, and better performing framing systems compared to ordinary dimension lumber. SOLID SAWN FLANGE RFPI®JOISTS RIGIDRIM11 RIM BOARD DESIGN PROPERTIES RFPI® 40S I i ' 1131, 14' 16" 1 i =1 1 2-12" wide x 1-12" 1.5E Solid Sawn Flange 3/8" OSB Web LVL FLANGE RFPI* JOISTS RFPI` 60S I i 9ve' lih' 14' 16' 1 1Ekl Fkl 2-112" wide x 1.12' 1.8E Sod Sawn Flange 3/8" OSB Web RFPI9 20 1 RFPI® 400 Ism M 1� l� 9+/V• 11114, 14' 99e' 11%" '161 —1 --1 1 1J14 1 1 1.3/4" wide x 1-3/8" LVL Flange 2-1/16" wide x 1-3/8' LVL Flange 3/8" 0S8 Web 3/8' OSS Web Thickness Vertical Load (PLF) Horizontal load (PLF) Post Load (Pounds) Lag Screw (1/2") (Pounds) OSB Rim Board 1.1 /8" 4400 180 (8d box or common) 3500 350 OSB Rim Board Plus 1-1/8" 4850 200 (8d box or common) 3500 350 OSB Rim Board Seismic 1-1/4" 5700 240 (8d common) 5900 400 1.3E LVL Rim Board 1-1/2" 4900 215 (8d box or common) 400 RFPI® 40 11\-1 I RFPI® 70 1 RFPI" 90 1 1� I� 9W it%' 14' 16' 915 1131- 14' 16' 11%' 14" I6- 1 1 1 1 1 1 1 -1 =1 1 1 2-5/16" wide x 1-3/8" LVL Range 2-5/16" wide x 1.1/2" LVL Flange 3-1/2" wide x 1.112" LVL Flange 318" OSB Web 3/8" OSB Web 7/16" OS8 Web RFPIO JOIST ALLOWABLE SPANS - 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD Joist Joist 40/10 SIMPLE SPAN 40/10 MULTIPLE SPAN I o.c. 16" o.c. 9.2" o.c. 24" o.c. 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. Depth Series RFPI* 20 17'-2' 15-9" 14'-10' 13'-10" 18'-9' 17-1' 16-2' IT-5" RFPI' 40S 18' - 0" 16'- 5" 15' - 6" 14'- 6" 19' 7" 1 T - 11" 16' 4" 14'- 7" RFPIm400 18'-0' 5'-6" 14'-6" 16'-5' 1 19'-7" 17-10" 16'-10' IN-9" 9.1/2" RFPIx 40 18' - 7" 16' - I I, 16' - 0" 14' . 11" 20'- 2" 18' - 5" 1 T . 5" 16 - 2" RFPI®60S I&-11" 17-4" 16'-4" 15-3" 20'. 8" 1&-10" 17-9" 16'-6- RFPI' 70 19' 9" 18'-0' 170" 15'-10' 21'-6' 19'-7" I&-5" 17-2" RFPI* 20 2U - 6' 19-9- IT - 9" 16'. 5" 22' - 4- 20'- 2" 16'- 9" 13' - 5- RFPI' 40S 21' - 5" 19' 7" 18' - 6" 16'- 8" 23'- 5" 20'- 5" 18' - 7" 167" RFIII400 21'-5' 19'- 18'-6. 17'-3" 23'-4' 21'-4' 20'-1' 1T-9" 11-7/8" PIS 40 22' . 1" 20 - 2" 19' - 0" 1 T - 9" 24' - 1" 22' . 0" 20' - 8" 19' - 3" RFPIe 60S 27 - 7" 20'- 8' 19' - 6" 18' - 2" 24'. 8" 27- 6' 21' - 2" 19'. 7" RFPI1 70 23' - 7" 21' _ 6' 20'- 3" 18' - 10" 25' - 8" 23'- 5" 27 - 0" 18' . 6" RFPI$ 90 26- 6" 24'- 1" 27- 8" 21' - 1" 28' - 10" 26' - 3" 24'- 8" 22' - 11" AVAILABLE RIGIDLAM" LVL SIZES Joist Joist 40110 SIMPLE SPAN 40/10 MULTIPLE SPAN 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 12" ox. 16" o.c. 19.2" o.c. 24" o.c. Depth Series RFW20 23'-4" 2V-4" 20'-2" 18'-6" 25'-5" 2T-7" 20'-7" 16'-7" RFPIe' 40S 24' 4" 22' - 3" 20'- 6" 18' . 4" 25 - 11` 2T - 5" 20'. 5" 18' - 3- RFPI* 400 24'-4' 22'_3' 21'-0' 19'-7" 26-7"' 24'- 3' 27-3" 1T_9" 14" RFPI- 40 25-2' 27-11" 21' 8" 20'-2" 27- 5" 25'-0" 23'-7" 19'-9" RFPI1605 25'-9" 23'-6' 22'-2" 2U-8" 28'-0" 25-7" 24'-1" 19'-9' RFPI. 70 26' - 10" 24'- 5" 23' - 0" 21' 5" 29' 3" 26' - 7" 23'- 2" 18' 6" RFPIx 90 30 - 1" 27- 5" 25' - 9" 23'- 11" 32' - 10" 29'- 10" 26 - 1" 26- 0" RFPV 40S 26- 11' 24'- 3" 22' - 1" 19'- 9" 27'. 11" 24' 2" 22' 0" 19'. W RFPI"' 400 27- 0" 24'- 8" 23' • 4" 20' - 10" 29' - 6" 26' . 4" 27- 3" 1 T . 9" RFPI- 40 27'-10" 25'-5" 24'-0" 22'.4" 30'-4" 27-8" 24'-9" 19--9- 16" RFPI160S 28' - 6" 26- 0" 24'. 7" 27- 11" 31' - V 28' - 4" 24'- 9" 19, - 9" RFPI' 70 29' - 9" 27- 1" 25 . 6" 23- 1" 32' - 5" 27' - 10' 23-- 2" 18' - 6" RFPI'" 90 33' - 4" 30' - 4" 28' - 7" 26 - 7" 36 - 5" 33' . 1" 31' . 1" 26' - 7" I.aC a( L.uc KlyluLui 11 Not all sizes available in all markets. Contact your Roseburg representative for availability. The location and contact information for your regional E:WP representative can be found on our company website www.roseburg.com or by calling (800) 347-7260. DISTRIBUTED BY: ; . USF Lb I$,(5' Sol, 1r46 1595*aL.* K0P4<tL R O S E B U R G 10599 Old Hwy 99 South I Dillard Oregon 97432 tel 800-347-7260 1 fax 541-679-2612 web www.Roseburg.com I email e-wpsales@rfpco.com �OUN1,�1q�IZ.o�1 EfCS wA�L ,� cw�sEa�kri�� poaF pv r _E?.,tp t_ S P�- t c { (/' V'n x = ! \ �j � # � 1 Se s � � t Z9� �� t-� Q' F �s g ' � -t- ��I Z . 6 '. OS PSF t q o p� r�� 5Z5 P& ►- 3-5 Per= Ll DL S-L 70-:� FGF DL d- 37SPLf SL + Sp-+ Ptr Lt. (D-� o,�-S (S1- L:) Goica'35) M,h'43 f W 5tF Cr,-M-kN6 bCs+ ✓ = 305 r + N 6 b M S� � A toht L ZS Z9>�6 7 5.15hz Z b : ,.5",t Z (1,S,, 4 ),g" + 6" > w 1500Psf -' 17 x 5� ct-" u P's ? �Pkc�on b 11-761111 'r t/Z\��3 59" -3.S} Zq,Z.Z'gT 12 >=V5oor56ff MActiJ&L = wf 44 _ vJt'- � yxtZ%af z - 0. ,C 5 oc� x �`t r x 5_ Q.(o* 5 F o - ZSoorn * �07"�(�„� 1 _ lo�u-w•7w Aga.�-'D loMl-� > "Al<-lJVL 2e" c,, e76 ��w•-tom Description By r. Project No. .. OVS�FJp Date, , ' 0 C: - Project Checked Sheet No. IDE A�� ENGINEERING Date C C,k- NY -> CON'174\Jw0S �ao—s"Z,11(, fkS 12 ' (15e5f �LLSvSt1"�� t ZI �3' 35c5P �L 59�9(f" SL 1 I�OP(F-DL r '-�Z���� Lc t �ZPtF �L 15C) PLC 'Di- + 541- Pt.F SL J yZ-�- PLr- LL 0 (.}4i �a� vE = ISu�PSF ?M Z _I = 1!ja FZ. 112Z k-v L_-V Igit 4* Sl_ — 24Sq w rA-fs.."D B ��y�= n<av18�'Iz+�gc�•�z n o.yo r., {t) +k 4 2 �� L rep off' �o vim �,jh �� ' � osr 71-N-1 rc-2Zo rz. SP2fn,-`�> V---z 6 t r . - Description By Project No. tiJ jam, 7 Dateo I D E WAY Project Check V Sheet No. ENGINEERING Date���Zaf_ 1 •� f:,35 (4--PL4 ci1�J ► I " 1�S� ,Z x Z o��" � ISav �Y w Zy �� f7nitty Di.. f q✓- = oy�9s` �5 1' x �� k 1Z" T>Ef- Description By L Project No. �7 Date L �ZoZ) )b �SO 1e-19 Project Checked Sheet No. I D E A cvA-,-,c eEs-T-vfrice __:D K2 1 55 ENGINEERING I I Date) _ _/2{ I � 09 Wind Analysis (Kzt) Elevation Profile distaince4ml range W to4W +822-37V sampl' intervat W w/ ICU vertical a ration resam e P g pdf csv (pn - ------------- — --- ---- -- ------- ------ A 1^11. 63Xt", z 025ml 0.6 V J/-, in'll I.Ll 1.5rd 1.75n'1 2ml 12.25m1 12 &W 2,75rW 131111 AR -d Cover (.idft) T� GmF (bDftM) Slope Anirle (top), L Elevation Slope Aspect Tree Cover Land Cover Min 0' o Min 0% Developed 71% Avg 275' ~ Avg 5- water 19% Max 469' Max W r: ■ Forest 8% Delta 469' ■ Barren 1% 7 0. so- 10, 0% 50% IDO% A L -'S Cd 9 Z� tx cav rip, colla 4_1�rH Ilwa� Ce 4rm ra I V to 469' ' +636' -41 interval M iy.5x vertical a ration re 7' J ,RIO VA 4, .25m1 01" 1" 1.25ml I.&M t.75m1 W 3w, Slope Angle (top), lend Coves Oddle), Tree C_ IDE WAY ENGINEERING Elevation Slope Aspect Tree Cover Land Cover Min 171' Min 0' Developed 92% Avg 35W Avg 11 0 Forest 8% Max 489' Max — Delta 296 329 820' )escription BY Project No. Wind Analysis (Kzt) LFM Date 10/12/2021 21085.01 ,rciect Rudberg Residence Chocked Sheet No Date 2.01 Wind Analysis Wind Parameters: Risk Category: Exposure Category: = 3 Height Adjustment Factor (A): _ I.o Topographic Factor (Kzt): = 1.0 See Kzt figures. Least Horizontal Dimension(x): = 54q•5 feet Mean Roof Height (h): = 12 - O feet Basic Wind Speed (V): = 98.0 mph, ASCE 7 Hazard Tool -� uSE l07 ^^P�� oo�►S 1• RibKi ¢w%JPc-ryov 2a Calculation: 0.1 ' x = G .o feet 0.4 * h = H . 96 feet a (unchecked) = 6 feet—GoQqo-vus a(checked) = y.8 feet 2a = 9.6 feet Wind Areas and Loads Roof Factored ASCE 7-16 Ps30 Values,100mph q :12, (psf) Ps30 A= 2 Z o Ps30 B= 0 Ps30 C= ' =' , `� Ps30 D= C Roof Wind Areas (ft^2) A= Sb M C= 3oZ"6 Check not less than min... 0.04 * x = feet 3 Feet = -5- o feet min = 3, 0 feet B= 50.6 D= 155.9 + 33A = Z6q • $ Roof Wind Area Loads (#) Ps30 A * A= 9450 Ps30 B * B= o +� Ps30 C * C= gg71 4 Ps30 D * D= o w F (Roof)= 526& # 5IDE WAY ENGINEERING ASD 3159 # Fmin (Roof)= 951! 3 # 5c­ ey Wind Analysis LFM ------�---------- ____------------------- Date --------.__--- el-(1.Irl ��..a-rZ�rv) 10/12/2021 Checked Rudberg Residence_--- _ Date ►ally i &OF vIAgQ ASD 441iD # 21085.01 . .02 Wind Analysis Wind Parameters: Risk Category: — Exposure Category: _ Height Adjustment Factor (A): _ Topographic Factor (Kzt): _ Least Horizontal Dimension(x): _ Mean Roof Height (h): — Basic Wind Speed (V): — 3 . D See Kzt figures. gq,S feet 2 ,D feet qg ,io mph, ASCE 7 Hazard Tool 7 QSC loo Aft- '(' 2a Calculation: 0.1 * x = 6 .o feet 0.4 * h = q,6 feet a (unchecked) = LJ,$ feetc a (checked) = y, g feet 2a = q,b feet Wind Areas and Loads Roof Factored ASCE 7-16 Ps30 Values,100mph :12, (psf) Ps30 A= Ps30 B= C) Ps30 C= Ps30 D= o Roof Wind Areas (ft^2) A= 5 3 B= $►fo C= D= 3n f 66 = oA Roof Wind Area Loads (#) Ps30 A * A= 1166 Ps30 B * B= Ps30 C * C= GjNq:J Ps30 D * D= D F (Roof)= W 5 # IDE WAY ENGINEERING Check not less than min... 0.04 * x = 2, feet 3 Feet = 3, o feet min = 7.'0 feet ASD 3q 66 # Fmin (Roof)= 7H� � # 8r Wind Analysis LFM Date Cq "'1Z 10/12/2021 Rudberg Residence cnad*aa ASD HH �1 # o7rc2._JS 21085.01 2.03 ASCE ASCE 7 Hazards Report AAAEP AN SOC€ETY C' CA4 ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 420.59 ft O 8421 202nd St SW Risk Category: ll Latitude: 47.816214 Edmonds, Washington Soil Class: D - Default (see Longitude: -122.347543 98026 Section 11.4.3) i ffj# 1 • `3 # • R:.' +; s Al `M Seismic L", Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.291 SD, N/A S, 0.455 T, 6 Fa 1.2 PGA: 0.551 F, N/A PGA 0.661 SMS 1.549 F PGA 1.2 SM, N/A IF : 1 SDS 1.033 CY : 1.358 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Oct 12 2021 Date Source: USGS Seismic Design Macs uescrpnon ASCE 7 Hazard Tool Design Values `� LFM ''°��°`" - -- - — --- - — - -- - - ---- --- - - --- - - - -.... —----------- Date 10/12/21 21085.01 I D E5 WAY Project Checked Sheet No. Rudberg Residence ENGINEERING oaB l��1f. MSFRS Seismic Loads Seismic Parameters: Latitude/Longitude = 47.816214,-122.347543 Risk Category = II (ASCE 7-16, Table 1.5-1) Importance Factor, Ie = 1.00 (ASCE 7-16, Table 1.5-2) Soils Site Class = D (Per geotech, else per 11.4.3) Sys = 1.033 (SEAC) Si = 0.455 F„ = 1.845 SDI = 0.5597 Seismic Design Category - D (ASCE 7-16, Table 11.6-1, -2) Building Properties: Kesponse Moaitication Coetticient, R = 6.5 (ASCE 7-16, Table 12.2-1) Overstrength Factor, no = 2.5 (ASCE 7-16, Table 12.2-1) Deflection Amplification Factor, Cd = 4.0 (ASCE 7-16, Table 12.2-1) Fundamental Period, Ta = Cthn" Ct = 0.02 (ASCE 7-16, = 0.095 x= 0.75 Table 12.8-2) k = 1 (ASCE 7-16, Section 12.8.3) 1.5*TS = 0.812657 (If 1.5Ts < Ta, see 11.4.8) Seismic Response Coefficient, C5: V = 0.044SDSI (Minimum) = 0.045 W V = (SDSIW)/R = 0.159 W GOVERNS V = (SD,I)/RTa (Maximum) = 0.905 W Vertical Distribution of Seismic Forces: Diaphragm DL Area wDL Story w; wX X Force Fx Sum Level (psf) (tt`) (kips) Ht. (ft) (k-ft) i w;h;" (kips) FX Roof Framing 17 2928 49.8 8 398 1.00 5.54 5.54 2nd Framing 0 0 0.0 0 0 0.00 0.00 5.54 F = 49.8 Base Shear (ULT) = 7.91 kips Base Shear (ASD) = 5.54 kips Diaphragm Design Forces: 398 1.00 5.54 Lp S�yz C 6ovrPNS vvxND rN 3o-r� vseEG'tzvc.,s:. Diaphragm w; E w ; F Fi I Fi * wpX FpX Min FpX Max px Level (kips) (kips) (kips) (kips) F w; O.2SDSIWpx 0.4SDSIWpx Govern Roof Framing 49.8 49.8 5.5 5.5 5.5 7.20 14.40 7.20 2nd Framing 0.0 49.8 0.0 5.5 0.0 0.00 0.00 0.00 -- Seismic Design Loads LFM Dare 10/12/2021 21085.01 I D E WAY Project Checked Sheet No. Rudberg Residence _ ENGINEERING (�22• �� Vr51fc 011-0 O�J Y6�C ti T(La C2) O �ww�- tigb� 1 g l6' ��t= Z7-61,rt O Fca= tbpo "a F,� 113.93 I; 1.fif � �3.6t 1�.tA5 6 �S 7j, LiN ( r £Q= 52" 0 'y /y F w�S� - i91oc� x _ ZS' �.�s�` loe3o L 7 - 52�o it FaC ' z r 1.13 Z z9ze "7- �„ � y4lo 2Nz ' `&0• S _ t.7nit g 7 rf 125- 4 "'t : 2ZFb! � 6��5 ZRva i iz Fw�v� _ u910 tF � � 60• 25 L t,J � � k4 = S27o� '2 tf'13 CMW S i „�t� = N9IQ pv ZS.� N84 L� Iv l� > FEm : 5L-fo1 I 1 NIS FiG1'Zz _� F4g61 'k t 46 - LW, O 7Fw527o#�` 2 L ,Z = ?�'6'Y �v✓�D s 'i`i6�+f 1Yf 59 c lbo� (�ou6P.�S L-A, 7 FEet= 52� �` 2 y z8� i = zVz6 #- Fw�� NNb� ,q.ybt 1113 t uescnpnon Lateral Load Distribution °y LFM rfO'�"" -- — --- - — -._--- ---- - - - - - - ----- - - ------------- Date 10/12/21 21085.01 I D E5 WAY Protect Chocked Sheet No. Rudberg Residence ENGINEERING -------- Date( //� ,0(o %-v�A-iL_ w N\- L413,2s' L-"E (�) 915w r -7.3St+ Z,aS"z' v�lF2T�✓LnJ�N 6 : l50.9-zv-W°r42t �£ S►�N - Z� 13.�- Pce lq,ZS' : U�Q .J, 5 r Za�i +r Sw(o M�mukir Swb �R��uy ;ce Z• 1 skis Sw t-4 z' ,.,, A c. \S`i4 �V =� W�>UZ wo wo-us $W 6 A Mau k"tE � d lo-+,?Lf* 8f S•33' _ 0.�{6 * 5.33' ,� ��.5'� �Sg�� ► (s'* )) = 9 Ky'� -335 5.33' - C•5' Z N 6-I UPLvF1 5.33� WAU OM(y 1 1•L DiN•E,e l--jkLs i-�-s a-Nc- VA\)r L 5cra* NC-,( uPc.T-F7_ NfLTelft-f. (`fie wi�5L-iNc t� I b t3 2. 45 'f66 2.4 y.3-S 14 5<1/ 4-Ts`c ZZ.9I t F� = g04VVV9'# Z.bb' — o.y6+ Z.reb' �1`i•S'��SrsF�j� (6/* 4rs�) = 61174-�— I�--F# Z = 5704� Nl-( QPt,zF'f CoNSZ 2�(vV A�+?DLT7AN,�L 'Sw NAIJ-L. WZ'rtM"—JM. C NkF7 UPI,Zr� L Soo t "lF(>vMZaU" A-LL 0114-I'22 L-M-tL5 TWI-5 I l., E 4A-vE NIoU iLF5;75'7'71v6 DL, /.10 u p $ZCQfD. Description By L Frvl Project No. Da j .210 55.0 I D E WAY Project Checked Sheet No. 5 Date 1107 ENGINEERING (� 2 Project Information Code: 201818C Date: 10/12/2021 Designer: LFM Client: M. Rudberg Project: Rudberg Residence Wall Une: Line 2 V (lb wIA*4p t 11M 1.11 M Iflfe\ 1. Hold-down forces: H = Vh„„ ii/L,,,i, 1361 Ibf 2. Unit shear above +below opening First opening: val = vbl = H/(hal+hbl) = 286 pif 3. Total boundary force above + below openings First opening: 01 = val x (Lol) = 1719 Ibf 4. Corner forces F1= O1(Ll)/(Ll+L2) = 8591bf F2 = Ol(L2)/(Ll+L2) = 859 Ibf 6. Unit shear beside opening Vl = (V/L)(Ll+Tl)/L1= 356 pif V2 = (V/L)(T2+L2)/L2 = 356 pif Check Vl•Ll+V2'L2=V? 1956lbf OK 7. Resistance to corner forces Rl = Vl"Ll = 978 Ibf R2 = V2'L2 = 978 Ibf 8. Difference corner force + R141= 119lbf R242 = 119 Ibf S. Tributary length of openings Tl = (Ll•Lol)/(Li+L2) = 3.00 ft 9. Unit shear In corner zones T2 = (L2`Lol)/(Li+L2) = 3.00 ft vcl = (Rl-F1)/L1= 43 pif vc2 = (R2-F2)/L2 = 43 plf IAct *The Design Summary assumes that the shear wall is designed as blocked. Z,00 �44 �,, ",� Iz x-s s-rzry � . N�i7 UPL� Seb EtJ [. � Nc Gt�Z vZglL. �7.N� � `.�� 5��7 2 0 �c_� --��-�5�€2 . 5��. �3 E Lv,,-.� • L7t�f G 4L15w = �.%� 4 3. Ss t � = 2\ S�„� 215?iF- 1�x 3,6' _ o, 6 +�` 3,6((i5P5F ,Y 1\•�'�+�g's4tsc)) = jq9�# - 2 = 130 sE �I l'f UPtrLk-► o, 5 ` FA-DQZ Q-qa ;? vats w�.5 2-:Lz y6.at 7 q 5wL � 'n N10 upl"'r-f L 5.0 a , NfiC-A,t&-w Lk,. Q �c,( LAC r q'3,�' ��12= = ZoN v� Sw6 eGz D� OVIC42;foNlrJ(o .J ,o3F 2(D4 6 3 i — o,�o Y 3_Ir �y`f�� IS,sFr-V9r5=)) _ z = te59 0 H D v Z 2� csz D wFYI,L µ► C rnu2� P„Es`�S7�wG �,)L 7NV7 0ATi-r e-iL5Q't, B,)l > .' Nb\17- e" 1z', Description By �F'v✓1 Project No. Date w 1 Z/0$5. 0 I D E WAY Project Checked Sheet No. 2,) r� eF-2C PC 5----c��.Nr� 5�Fq ENGINEERING Date'O Z Z,�� 7742ft��" AAL i b =2�o w�D = �i'�6�� � �•5� =�1 6�� n) LQ=Sv 5 { uf _ _ eLf, vvwc, _ woQS (- C."' 64e"C b= i3•�� Z ZL' Ww•u.,a =`i910 � * 6—zs' = 2119� b �- a v o• c. 4lF-czu*-7&_ tfo�'r AN1 RF.,/8d Nkus A-�Y S'<-5' � CA 1 $C 14oe r C.1�� Cyp -CQ L--- OelL C- 2 Li —T= C — c, J 7 _ 96 (gl ,5") (ZL t )--, Description I DE WAY ENGINEERING Project Z SSwZ z Z9zg F'IZ TAP PLgr*ES Afl�QoA-zE. BY Project No. Date -Z1016S.0= aa-l3-zaz� © C_O L, . q_ c7cc 5.2� 21.35 5"3 sa3 -V--�: f - = �I�PLF 3W -v, , lboo*� : vs PL( 1,430 vCOux tn,2.. = V, X, 21.3S' = I Dori F+ 9a_),rT-DE S::)L.7-D Zx-3LcXJXT & &ETt-if V Nr,-Q eoo(� -cR Jsscs TP,3 uqo € s /sE+ E wArc, 17Qooi-,t>r C52o Across oour,TNG -TCUS5 5,0-7-70-A Ckt-4ZOS, V 7 - X 59 • Hs' zz6i`* PTA- 2 Zs l = 10-4-PLX-- (cam •. - �45 � �F� Description Coy uBy Project No. � G ��� -r�s �. FM Dal ZlOpS.o� �� Project Checked Sheet No. 5 IDE WAY Date ENGINEERING