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REVIEWED BLD2022-0989+Structural_Calculations+7.25.2022_2.31.59_PM+3010446RECEIVED Nov 16 2022 DEIARTMENT BLD2022-0989 REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT STRUCTURAL CALCULATIONS FOR: PLAN 3132-02A ARCHITECT: MCNAUGHTON ASSOCIATES JULY 5, 2022 MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST I SUITE 210 1 SEATTLE WA 98104 1 206.789.6038 T 1 206.789.6042 F DESIGN CRITERIA IBC 2018 DEAD LOADS ROOF FLOOR Roofing 2.5 psf Flooring 1.0 psf 1 /2" Plywood 2.0 psf 3/4" Plywood 2.4 psf Framing 3.0 psf Framing 2.3 psf Insulation 1.0 psf Gyp Board (5/8") 2.8 psf 5/8" Gyp. Board 2.8 psf MEP 1.5 psf MEP 1.5 psf Total 10.0 psf Total 12.8 psf Use 15.0 psf Use 15.0 psf LIVE LOADS/OCCUPANCY ROOF LIVE Snow = 25 psf FLOOR LIVE occupancy = '+u psl SEISMIC CRITERIA ASCE 7-16 Ch.11 & Ch.12 Imp. Factor = 1.00 Seismic Ht, hn= 27 ft Site Class = D(Default) T, Building= 0.24 R Value = 6.5 Ts= 0.47 SS = 1.600 Fa = 1.200 Table 11.4-1 Si = 0.500 F = NULL Table 11.4-2 SMS = 1.920 x 2/3 = Sds = 1.280 Eqn. 11.4-3 Smt = NULL x 2/3 = SO = NULL Eqn. 11.4-4 CSULT = 0.197 CSALL = 0.138 T/Ts= 0.505 <- 1.5 Okay, Cs Eqn. 12.8-2 SEISMIC WEIGHT ASCE 7-16 12.7.2 Partitions = 15 psf *Roof weight = 1/2 Partition + Roof DL *Floor weight = Full Partition + Floor DL Roof = 22.5 psf Floor = 25.0 psf SEISMIC DESIGN CATEGORY IBC 1613.2.5 Risk Category= II Seismic DC= D Plan 3132 -a-ad ProiecY 122 South Jackson Suite 210 MALSAM Seattle, WA 98104 -- TSANG t 206.789.6038 STRUCTURAL ENGINEERING f 206.789.6042 - DECK LIVE Occupancy = 60 psf WIND CRITERIA ASCE 7-16 Ch. 27 Directional Procedure V = 110 mph Kd = 0.85 Exposure = B G = 0.85 h = 27 ft Kt = 1.00 PRESSURE COEFFICIENTS (Cp) Windward Wall = 0.8 Windward Roof = 0.4 Leeward Wall = -0.5 Leeward Roof = -0.6 PRESSURE (PSF) q = 0.00256KZK,,K'V2 Ht I KZ I qz 0.6xgZt I qh PWW PLW PWALL PROOF 0-15 0.57 15.0 9.0 6.1 4.7 10.8 15-20 0.62 16.3 9.8 6.7 4.7 11.4 20-25 0.66 17.4 10.4 7.1 4.7 11.8 25-30 0.70 18.4 11.1 111 7.5 4.7 12.2 9.4 30-35 0.73 19.2 11.5 7.8 4.7 12.5 35-40 0.76 20.0 12.0 8.2 4.7 12.9 40-45 0.79 20.8 12.5 8.5 4.7 13.2 145-501 0.81 1 21.3 12.8 1 1 8.7 1 4.7 1 13.4 Per IBC 2018 1605.3.1 Basic Load Combinations 4/25/2022 Dote 0186-2022-0 3 Proi. No. ZDS Design DC1 Sheet TYPICAL BEAM CASES CASE #1: (Cl) w 1 L R1 R2 CASE #2: (C2) P *ASSUME CASE 1 FOR ALL BEAMS U.N.O. CASE #5: (C5) P, P2 W2 W1 w3 L1 I L2 A R1 R2 CASE #6: (C6) W1 w w2 1 w2 1 L1 I L2 1 L R1 R2 R1 R2 CASE #3: (0) 1 R1 CASE #4: (C4) CASE #7: (C7) P W1 wl w2 w2 — —- 1 *I L 1 A I L1 I L2 R2 R1 R2 R3 P1 P2 wl w3 w 2F L1 IF I L2 I L3 I R1 R2 Plan 3132 Proie& 122 South Jackson Suite 210 MALSAM Seattle, WA 98104 TSANG t 206.789.6038 STRUCTURAL ENGINEERING f 206.789.6042 4/18/2022 Date 0186-2022-0 3 Proi. No. ZDS Desian DC2 Sheer �T�-P..� 1, 1�►�-YS1 S eSoP�81—t--(z J ,-3D hK)13, I W Pc ) poor 22tl-s—' 5- S(1-t) + 2 (!I•$)t31�(1 �+)_ oft-9-I Z 2 (l l •`t)+ 7 ��(lo S) = i �1 Is SIG csmT = 0 19 -7 � oa V11"OF (10.6 VvuT `44uvvt= IS-. � / 01 MALSAM 122 SOUTH JACKSON ST SUITE'10 TSANG SEATTLE, WA 98104 STRUCTURAL T 206-789.6038 ENGINEERING MALSAM-TSANG COM PROJECT f A ,e", vim, A„ W.yW.-W. h Cvx F P(,",j PS4 (ZvaF- 19.o z2.5- 12• a 26 11)2. a a• 8 't l V�1 ,q*o 2s, 6-7-lb I Z ��3 6 0 �r2 6•`{ z 3 00 2z-s- "1 Z6 `F I I . o ! 57 3" - �,� � 11 vI I 1 Nil',''L!p I vac It O rlo.*:S--I;.6 'Ti 5S`t R-Qr( 'PP .pt 1I p E 11 Wt) tc f JF, —�- 4rS- f 9S6 I ` 1 I I eq • `t so•S (20 " 130.6 a61�Z -- DATE 01 "1.dua PROJECT NO _NpM DESIGN 1,\ SHEET (.`r(2.S) �IEsSDC`jo Up` 3•Sr3•S+`f75-1�.�s `ftS7s�r3+11-74-lS 7f`z-5+g.s�-=��•-�� V v(po `�`� �g(123) �I (127) S W s►.�6 ��t 6 5 1 Cr �t5 cs�b HM Prl.I� 2's�(�•r� t I (z o) I• (�•5) Cjt It C 1.30•6 O C ccc Z61 I.2 (I•`j•) *-- (I-Lo VcP�v� 2-S6 (375) ��cl S>~t2 �• REi; -o SIT4D It d WIn� 2q=�600=`> 6i,�c600``tao>378 It via6scz S � 2 � `f•oo(600) t 3l (Zo`f) g 6 * STRA4 rtvfkku ON6 46� -T > t oCS Ar Posr. Hpuu / KA-4 K13L 13 ZZ PROJECT r DATE ''''�'�x Aw -.- P G� NOizo MALSAM 122 SOUTH JACKSON ST DESIGN TSANG SUITE 210 SEATTLE,WA98104 STRUCTURAL T 206.789.6038 - - SHEET ENGINEERING MALSAM•TSANG.COM AyLyns ie •�' it • �'S•S C�`,aPH D,sT. zo r32.5 R(K) ga 2 `."t ('"1'•`'� 1 (• l / I..t` 2•`•F�'i"•`'�'� lI L K. LcF` P 6 l 5.5 13+`115t3 5+�1= 37•z57 V v(fo ISd(Z�S> 1101) bs'(118) SW S►.444 5w6 Sw6 C1i •ryTr I �= 1- Z �2•Z) — {'li� (Z) csl6�LsT�fCb 2.'1 (*.It) Z•'+ ('t-4) S' = 10 C z6 7 © ,T Ip"' 20.5-1 (1.6) R(K) .F= 0.3(0.3) 3.8 (6.0) L("*') 16 Zo 23.g 13t°I=22.0 V(fir) 11(m) 1010(300) 101(12-+) 1-11 (Z•73) s►.J 9Swy S w 6 S w-t or(5) - 1.7 (Z•-f Al 3v MET SniDI� ww - - - &0" SI32 _ 06 t3 22 PROJECT DATE of Zo3 PROJECT NO MALSAM 122 SOUTH JACKSON ST SUITE 210 TSANG SEATTLE, WA 98104 STRUCTURAL T 206.789.6038 GNrINGFRIN[: MAI RAM.TSANr rnm DESIGN 43 SHEET X4A( V S w Cam ) 4 brAGQ n deA6 -rR,ffe s _ `t-Tx 2f = 6 3� S�VcT I1zaF-C, " Ycerwg.= 5-63-2-15- = 3-YC ToP f3 r3�`tl•S�3`/8�= ►2" 2 be -AG t,F s N?GVG G �j MIF; F*TIp 571ve- S acT(RRzG L"AD Y�_�L +CL3�77 1b�(f 716 3 Pu< 1-1 BoP LFj'o"i 36.7 S f 3 I LonD UX CM MS- V-7-0 Hail,. le r-Rox,- tor16 4ALL, 60✓S Sb/• Colo Fio,r- Fwor-ar, Sd� ��tK-. I..Go?�-C�'� 201 w r D� Dr�c-►' �auci> is -el- rLoW Sti5mic- LoA•D 15 N'zlsl.F�sg�( DIA�H' IS fl•��t'%tTrC.� 0 WA'" o/Gpw'-'(� hesf6'LlrA IN�j°^natlY uF SYS7`��L� �.(a,�rr(+tu,'r S►f�rtb, LeabS• R7pK2sr.— c(&eH W,-,-iGl(r 5 RT rR13✓Trt+AE •To PJALL nPf�T b .- 4 atvArF CArt S'rg—tC Kiev 1-b CSI61 l yE S)(�-3+16��r.y� 13�` 6tr53oL erg 7- 7-K .. fz f-trl3oc X-'-Xf/6) R,uR To F VE==(11/1-7.zr) �`�(�7.r)(r 6`) z1r z• I K Z oc (• 1��Z�cstb ) (9/2 Z)C6.o��Xf.Zf- p� :nia �rsa0 2D mmp 313Z DATE�- PROJECT — - 5 PRA/�J�EC�T NO o 24�ZZool MALSAM 122 SOUTH JACKSON ST SUITE 210 TSANG SEATTLE, WA 98104 STRUCTURAL T 206.789.6038 DESIGN SHF T ENGINEERING MALSAM TSANG.COM 7C L /a t tar ,`t LS RooF , TLC `t of sr L) cn sTs /-mc s.t- S *30 j)6lA?,A6F--S,t,e-C-T- L= z -f ram:-0.04(i+�'�-0.60ktF 2" K l' or W=0.60 K=6.6K m/ MALSAM TSANG STRUCTURAL FN(:INFFRING 122 SOUTH JACKSON ST SUITE 210 SEATTLE. WA 9B104 T 206.709 6038 MALSAM-TSAN3 C(-)M PL PROJECT A4+,-ts `41i5,4t*�rs -43ol "R L-6 z I IF6 26 M=Z•6`v oe.F- (Z)ZxB *30Z S�� eft L= 3 Z \ �H (600t vs e('Z Z, c R.-A , _o6.rsz.z ------- DATE 01b6•Zod2•c3 PROJECT NO DESIGN sS H €T 4ZD, 0 ZfLt #� Z +! 13 Fm e f 4: tfe N4 w,?e *zo-t PROJECT MALSAM 122 SOUTH JACKSON ST '111TE 210 TSANG r,TTLE, `• JA PPIC4 STRUCTURAL T 20c.7°0.6038 - -- - - _-- eur_�n�Fewinir. +.eei �een.rc. tin enr.+ rA6 0t66 -�aL2° PROJECT NO Ufft k Vwop 2 TL-SS'PfF JMsTg -Oki r DL ' S'Jk) O LOW LE l�T l F�3BtKt C� CLZ � O LI =16 0 0`+(7-+l t„iZ =o-tb P = 3.0 K4 - Z•Z P2 = 1--•o 1 �FR-o t • ��� l 5 ) w= o• v fig' o•3 �0.6 W—M� MALSAM TSANG STRUCTURAL ENGINEERING 122 SOUTH JACKSON ST SUITE 210 SEATTLE, WA 98104 T 206.789 6038 MALSAM-TSANG.COM &Z) 0 dt2oI Pam} GAR sfaF 44b.(Z (t > L.r LZ 1^J� =0.0rri17 �1 L = o. 6 t o. I.16 °'60 P= I•-i" r L.8 0.1-+ 0.17 +V OI S'(t7w► 3 }t 0.o'f(3 j = 0 .� 3 AL Imo" 3v #W3 Vim, --7RY 9, c� SM . L-16 ' 1-1= e. orrNt z o-r�f-+o-r2=o•Sr6 M�la.o � /� 0, *7 = L�'too PLAN 3 3z- PROJECT r yf� -S'y, J,5-CLN /DATE ----- Off • 2�3— PROJECT NO DESIGN 1 HYT 6,11> 'PATIO L.= M Q-7 4s, -0.3 1 t L-�o ✓SE� 3"zx P Z GLe 4zo-5,- tAx o }�b2 L=1 ' bl=n.oss( :o-is L vS>r 3'�)cl a-8 *?A W, = v•o73 W 7 P=3 A/ s F- G'io-,?e Tk--sr olPROJECT MALSAM 122 SOUTH JACKSON ST E1 IITE 210 TSANG `.;-f.TTLE,` �JAF':1C4 STRUCTURAL T 20c.7E0.8038 FNlt'IN FFWINO A�GI QAI�.TFL Nf C/ll1 LrI LZ =.- 5— A), 'o •75- WZ= o f{7 P= _Z & Z s 14" use- 3"fzx!l co L=3..!�- • Z v _ 1-3 ys� (Z)Zxf� L= 3' =1.3 �f=°.q, =s2 �lZtmT ✓rY- Z Z E� RFD L'P,TE ore6 2t,7,2tv3--- PROJECT NO -+ S ,r: �3 ozio L=6:S` o-os-9( M ZS06r3 ( �6'�I vsE Yy to #kZk 1 'FLLS9 t3m o%r� = I.6 It o �2-ro � Ll'foo ` 2 VJz 63��x l 6 os L-, 11.E Lz ='-S = S 6 ••F :L 2 T. 1 Rz=12.0 r =146 131 =66 a = o•s6 0•5-5 t-lit1 p 3`16 � � ol MALSAM TSANG STRUCTURAL C N f.`lm.wplm= I, t dQ 3i'f G X [SG 122 SOUTH JACKSON ST SUITE 210 c;E.kTTLE, VIA P91(4 T 20a.750.6038 n.ni calesQ: ur_ rnfc 2c3 G aP�cc� �c2� L1 Z ' sToAlr � Wt=�o`t�i�+O'�=0.35 `Cl�r•3 P- ° p-1=29 PZ M=J I.3 ✓sued x [ 3�2 u3 #v'+ etu?"� L�, 4M7 L1=`I. s ! le. 6 D L LZ 2 s-1 1, cl-ossl/ Wl = w, J 97 = 3,1 M=,4�7-.1 fl 0 �> w�se�sNtcc C7F= P=t l•`l- Z•s = 3..� EMI'• UrLi F•r 4o• 6 D L K1 = O.5 _ 3.32__ PROJECT vS�;_ sl/x12 6C(31� ,�_17 Z'L LIATE ol26 wz2-B'3 PROJECT NO DES1G1: SHM HAI L=131 /1 ip 0-0Sr(j6)=0.0�3 1� `0.57 = 97 = L/76v W! T R- ol MALSAM TSANG STRUCTURAL ENGINEERING use. ZxIZs 122 SOUTH JACKSON ST SUITE 210 SEATTLE. WA 98104 T 206.780.6038 MALSAM-TSANG.COM A4+M•514gm> �s f- Yip Lc a' P,J--0•asf(' z0.5-3 p = 2.1 M= tf• 2 :kIo2. (few ICso^1 (,1 L=4I -1 q A�=o•t� o W -0. OSS(3i t S_ R=r ° �'Fssl-o-, NC •�S tv = 86 - PROJECT 06 tz zz DATE d AE"6 2A22 ate_ PROJECT NO DESIGN V5 \l6AL- Lysls Fao4DFtTioi4FS lNrw'D2 f6o[ p 7-rP A osZ• 2 `f SQ *r- #ftk,-AY • vs� 3�IC� f� ST�� hLti e7 C D s �j ^k . .t: �R�IeR,irRk Faces; I .p"- Wl•bA s-cf�-t* q `"� JSE N =l7 s-.= I ►.6* !> PAtk- a F C+!(k- 1 LTt� YI"'1� �P'�•L F- s 6Rj mo� ol MALSAM TSANG STRUCTURAL ENGINEERING 122 SOUTH JACKSON ST SUITE M SEATTLE, WA 98104 T 206.789.0038 MALSAWTSANG.COM sT2.t a T� F -c- P-&Se C0-91:r Rr-h2 r->Wl -G- r.R�tti L Vj =16 i-o•o6.OSS(1 2+o.IsCZ` 1-'o L-'sF- 16'% kL. Fz-&s fLPd-f 3132 PROJECT 06.17•2-2 DATE a let hfzzo3 PROJECT NO ESIGN VL SH ET