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REVIEWED BLD2023-0407+Structural_Calculations+3.31.2023_4.54.42_PM+3457587Smith Company structural engineers 19011 Woodinville Snohomish Road NE, Suite 100 Woodinville, WA 98072 p: 206.407.6456 Sherry Residence Addition Structural Calculations Project Address: 8500 Frederick Place Edmonds, WA 98026 Architect: A.D. Shapiro Architects, P.S. 1207 N 200th Street, Suite 105 Shoreline, WA 98133 Structural Engineer: John Smith, P.E., S.E. Job#: 22-056 Date: March 30, 2023 w 23-0330 Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 D: 206.407.6456 x i -r) A Go xGYe-I-� T►` 1 � 1 ��s � Yf�JS7� l Tv- us5�s 21 eoG = 2, O Ps'F Z4, Exisfil Ag Avon w/o Ti 1 e7- + - I ��- -- -Mw 0/ - ,� ` vo Frawc i v (New) Got%eke T�I� �' ,9 rs� Nlisc, 1 � rya yyli VI 2x �0� 2Ir oG Z�s�lOL &2A r New RVV�21.n-t-5.crl � Z6,C T Sherry Residence Addition Permit Submittal 3/30/2023 P ge 2 of 32 37/6�z L Sherry Residence Addition Permit Submittal 3/30/2023 Page 3 of 32 SE Addition Floor Framing 5t, Aviq rnoN 2 1 Sherry Residence Addition Permit Submittal 3/30/2023 Ft4wz � Page 4 of 32 MAR 10 2022 [wi A H S603 1st Floor Framing Plan - Calc Key Plan 1 /4" = 1'-0" Smith C=ngineersany 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 p: 206.407.6456 h ,►7SC��,S2S ,/J_ , A . . �TJ ��4 Sherry Residence Addition Permit Submittal 3/30/2023 Page 5 of 32 hAR 10 622 e 0 1 F9 1.�00 f*O 1005(Z) - ttl? Sherry Residence Addition Permit Submittal 3/30/2023 Page 6 of 32 SE Addition Roof Framing I non/= ZjAif ptJ�►•✓ Rood Fraw�inc� = 21.��Orf �I� p Uch'�� c5 t0 �x oo L = z�ps.c Existivtc� xoo� `^/o T� l� � %p�f Nye C� to -"ruy5 1. va cQS Ex 153t A 5 - Truss Av�5 3x2Ix2"63$ Rp.y.s3xZX21- I�¢ Rv = L Rs = Z x2�2�s 75'� Rs = '•Z xZr25- 143 Cz►roQe✓ Truss Tr,A53 Reac Rn = 27.2 + 3q, 2 + 3S,�j 417.Q-`50� 17210 xy g. s R5 = 32.3 + 4-6,6 + 27.2-+ SO Rp ; 25X(I y� � 3. 75- 5.0Ps4 � &rI ,-� Low Roof Plate Li 63'-81. mil tom. G ¢ 1) i ✓� q \��\ O� ��µJN^ 1 ✓l G� \\v Rs At101CD ID �� ID Czrrcfer Truss - 112 1 S6 = � � L.o�cQ�ticred5�r l 56+Ig6 OD o � CD N 0 3 O %o j N GY2d/ I Yl i OG v° EX�s�,K� r�usf ©� hy��Sp-soh Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o; 206.407.6456 1�xiyfi�'YlI zxG ,6 3 f b", p,s �� f bs Sherry Residence Addition Permit Submittal 3/30/2023 3 Page 9 of 32 ( "' /z - Z Y Rov f r 12 3 ' 4 5/$ Fir 7trw5W = z.D — L►�c�ude izs self 5�V -P 3, C Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 p: 206.407.6456 L oa k -ro r;rrU 2 Beam _(KUJ) New/ Koof Fra ►M1 N Sherry Residence Addition Permit Submittal 3/30/2023 Pag jlp® ". c'z 3 l�oa�� "F►'owt Truss Rn _ 6s pl�x pl�X 4t' + gps�x �z (Zs-9�xl,r7X z g.5 z 4.5 g'� Kv= +.3 t 3-T6+ 54-3+ 1,3 = g2pl� -75- R s = z sp y X 1,) �'x '$'8 eT # �� 1�x s = �2 Pl f L oac�, s from Nevi/ C,e I l i v� Live L va 9 Cl �L _ ► o�s� x ��,s Z,75 _ 6/P If 3eaw( 'LOO'd Peaol ? 7 ? I L i ve 5no�✓ = Id l 4SZ Q. 3 6U tv-z� Pre ✓i oGtS D-e :� "I Y1 0-}' R Val;J. ode- a 3%zx le%i G-fC- F 5e-e roll ov'/r`Y� fa -e-, wrfi+ Urda.te-ct Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 Way IC*V (0� to s - . 07,1 (ep) I:F?w + , OSO 00,3(7:) W410 � ,':�5 o C i �.��`" �$ s V'O Sherry Residence Addition Permit Submittal 3/30/2023 Page 11 of 32 i r li L! LUZL. VI -S,o'b 4' c!- 6,-3- i dog 1 D,q� 4e 6? i'P '�,/' -� I &)/2 V '� 01 ---- 6trl-"� Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 I24j2 a)-; Wl 4m42 VV O,�Y (S� -4- iq (4K. $I/�) � ,4210-7 W410 p':�,o ( s) Woe, = l o-t4 (5�- Sherry Residence Addition Permit Submittal 3/30/2023 Page 12 of 32 U 5 2022 I�',14-<2dh.2I 717� Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 Sherry Residence Addition Permit Submittal 3/30/2023 Page 13 of 32 0 5 2U11 Sherry Residence Addition Permit Submittal 3/30/2023 Page 14 of 32 Ceiling -tied Roof Rafters Over New Master Bedroom 3) 1(.e,.2 16.17 Looking North - ICalc Kee Plan_ 3/8 = 11-011 1 AJAR 06 2022 Plate Line AIF 63' - 8 1 /2" z C CD N. CL 3CD Wcn(D W C U1OQ 6 O NO 3 NJW 0 Y ZL X -0 09 k!ft -0 39 °L' 098 Loads LC 4. D + S Results for LC 4. D + S Member z Bending Moments (kip-ft) Y-direction Reaction Units are kips and kip-ft Smith Company Structural Engineers John N2 Cn m m SK-1 CD a co Mar 06, 2023 23-0306 Ceiling -tied rafters over Master Be(A.. 6 Q 0 3 N W 0 IIRISCompany : Smith Company Structural Engineers 3/6/2023 A Designer : John 2:12:52 PM Job Number Checked By: Model Name Node Coordinates I ahel X rftl Y (ffl 7 NO ne4oni, Cr.,.,, 1 N1 0 0 0 2 N2 16.2 0 0 3 N3 8.1 5.53 0 Node Boundary Conditions Node Lahel X fklnl Y rk/inl 7 rk/inl Y 0 4 rL_ff/r�Al 1 N1 Fixed Reaction Fixed Fixed 2 N2 Reaction Fixed 3 N3 I Fixed Wood Properties ahAI Tvna nntnhnec Snerinc f`. r; C-A Ki.. TL.r.r- r. u r1 Sac-nn--3..rt. ia31 1 DF #2 Solid Sawn Visually Graded Douglas Fir -Larch No.2 1 0.3 0.3 0.035 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF #2 Solid Sawn Visually Graded Hem -Fir No.2 1 0.3 0.3 0.035 4 SPF Solid Sawn Visually Graded Spruce -Pine -fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E DF BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E SP BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E SP UNBAL na 1 0.3 0.3 0.035 9 1.3E-1600F VERSALAM SCL Boise Cascade 1.3E-1600F VERSALAM na 1 0.3 0.3 0.035 10 1.35E LSL SolidStart SCL Louisiana Pacific 1.35E LSL SolidStart na 1 0.3 0.3 0.035 11 1.3E RIGIDLAM LVL SCL Roseburg Forest Products 1.3E RIGIDLAM LVL na 1 0.3 0.3 0.035 12 2.0E DF Parallam PSL SCL TrusJoist 2.0E DF Parallam PSL na 1 0.3 0.3 0.035 13 LVL PRL 1.5E 2250F Custom N/A LVL PRL 1.5E 2250F na 1 0.3 0.3 0.035 14 LVL Microlam 1.9E 260OF Custom N/A LVL Microllam 1.9E 260OF na 1 0.3 0.3 0.035 151 PSL Parallam 2.0E 290OF Custom N/A PSL Parallam 2.0E 290OF na 1 0.3 0.3 0.035 16 LSL TimberStrand 1.55E 2325F Custom N/A LSL TimberStrand 1.55E 2325F na 1 0.3 1 0.3 0.035 Member Primary Data rn I ahel I Nnria I Nnria q=Hinn/Ahnna Tuna i 1 M1 N1 N3 2X8 Beam Rectangular HF #2 TvDical 21 M2 N3 N2 2X8 Beam Rectangular HF #2 T ical� N- CD 31 M3 N1 N2 2X8 Beam Rectangular HF #2 _CL__ T inn" m w Cn m c W w 0 Cr n O N0 3 Q RISA-313 Version 20 [ 23-0306 Ceiling -tied rafters over Master BedroomAd I Page 1 Company Smith Company Structural Engineers ' R'SA Designer John Job Number Model Name Member Advanced Data 3/6/2023 2:12:52 PM Checked By: Label I Release J Release Ph sisal Deflection Ratio O tions Seismic DR 1 M1 BenPIN BenPIN Yes Default None 21 M2 BenPIN Yes Default None 31 M3 Yes Default None Member Point Loads No Data to Print... Wall Panel Point Loads No Data to Print... Diaphragm Point Loads No Data to Print... Member Distributed Loads (BLC 1 : dead) Member Label Direction Start Magnitude rk/ft. R ksf k-ft/ftl Fnd Mannitj!de Wifr F ksf k-ft/ftl c,t �1i,,., t.i nft oi,1 1:-,1 i ,, #i-- rig 0/ %1 1 M1 Y -0.04 - - - --- .._., ..._.. -0.04 ... ... .. 11.1, 0 , ." - %100 2 M2 Y -0.04 -0.04 0 %100 3 M3 Y -0.012 -0.012 0 %100 Member Distributed Loads (BLC 2 : live) Member Label Direction Start Magnitude [k/ft, F, ksf, k-ft/ft] End Magnitude [k/ft, F, ksf, k-ft/ft] Start Location [(ft, %)] End Location r(ft. %)l Member Distributed Loads (BLC 3 : snow) Member Label Direction Start Magnitude fk/ft F ksf, k-ft/ft] End Magnitude [k/ft F ksf, k-ft/ft] Start Location [(ft, %)] End Location f(ft, %)l u cn is v �(D WCn(D is c D cooQQ o CD RISA-3D Version 20 [ 23-0306 Ceiling -tied rafters over Master Bedroom.r3d ] Isage 2 IIIRISA Company Designer Job Number Model Name Smith Company Structural Engineers John Wall Panel Distributed Loads No Data to Print... Diaphragm Distributed Loads No Data to Print... Nodal Loads and Enforced Displacements No Data to Print... Basic Load Cases 3/6/2023 2:12:52 PM Checked By: 8t C Dp%nrintinn rnto,,n , n, ..;k ., 1 dead None 3 2 live None 2 3 snow None 2 Load Combinations Description Solve RI r. P—tnr CI r . . 1 dead Yes 1 1 2 live Yes 2 1 3 snow Yes 3 1 4 D+ S Yes 1 1 3 1 1 Load Combination Desiqn Description Service Hot Rolled Cnld Fnrmerl wnnri rnnrrPtn Un nr AI. —i _ etosnle (I . , o ., . 11 dead Yes Yes Yes Yes Yes Yes Yes Yes 2 live Yes Yes Yes Yes Yes Yes Yes Yes 31 snow Yes Yes Yes Yes Yes Yes Yes Yes Yes 41 D + S Yes Yes Yes Yes Yes Yes Yes Node Reactions LC Node Label X rkl Y rkl 7 rirt KAY r4_wl AW rL Hl Re7 ri. w ? 1 4 N1 NC 0.98 NC NC 0 0 2 4 N2 0 0.98 NC 0 0 0 m 3 4 Totals: 0 1.96 0 Q 4 4 COG ft: X: 8.1 Y: 2.491 Z: 0 v. C) kv N W C D O O Q Q fl- O — RISA-3D Version 20 [ 23-0306 Ceiling -tied rafters over Master Bedroom.r3d) File 3 Company : Smith Company Structural Engineers 3/6/2023 �'�� Designer : John 2:12:52 PM Job Number Checked By: Model Name Node Displacements LC Node Label X rinl Y [in] 7 rinl X Rntatinn rrnril v Rntntinn rroril 7 Rnfnfinn rr�rfl 1 4 N 1 0 0 0 0 0 -4.943e-3 2 4 N2 0.009 0 0 0 0 4.943e-3 3 4 N3 0.004 -0.018 0 0 1 0 -6.666e-3 Member Section Forces I C MPmhar I nhPI iPC AYialrkl v .qhoarrkl 7 Chnnrrlel Tnrn-n-ftl v RA--trL_A1 a KA..___4n. ftl 1 4 M 1 1 1.032 0.364 0 0 0 0 21 2 0.907 0.182 0 0 0 -0.67 31 1 3 0.783 0 0 0 0 -0.894 4 4 0.658 -0.182 0 0 0 -0.67 5 5 0.534 -0.364 0 0 0 0 6 4 M2 1 0.534 0.364 0 0 0 0 7 2 0.658 0.182 0 0 0 -0.67 8 3 0.783 0 0 0 0 -0.894 9 4 0.907 -0.182 0 0 0 -0.67 10 5 1.032 -0.364 0 0 0 0 11 4 M 3 1 -0.646 0.097 0 0 0 0 12 2 -0.646 0.049 0 0 0 -0.295 13 3 -0.646 0 0 0 0 -0.394 14 4 -0.646 -0.049 0 0 0 -0.295 15 5 -0.646 -0.097 0 0 0 0 Member Section Stresses I C MPmhar I ahAI qAr AYialrkcil v Shoarrkcil 7 Choarflecil v fnn Rnneiinnn-a hnt Qonrtin n-a Qom, Ai., IL-il 1 4 M 1 1 0.095 0.05 0 0 0 0 0 21 1 2 0.083 0.025 0 0.612 -0.612 0 0 31 3 0.072 0 0 0.816 -0.816 0 0 41 4 0.061 -0.025 0 0.612 -0.612 0 0 51 5 0.049 -0.05 0 0 0 0 0 61 4 M2 1 0.049 0.05 0 0 0 0 0 71 2 0.061 0.025 0 0.612 -0.612 0 0 81 1 3 0.072 0 0 0.816 -0.816 0 0 m 9 4 0.083 -0.025 0 0.612 -0.612 0 0 10 5 0.095 -0.05 0 0 0 0 0 m 11 4 M3 1 -0.059 0.013 0 0 0 0 01 C Q 12 I 2 -0.059 0.007 0 0.27 -0.27 0 rv-R, RISA-3D Version 20 [ 23-0306 Ceiling -tied rafters over Master Bedroom.r3d ] Page 4 IIRISCompany Smith Company Structural Engineers 3/6/2023 A Designer :John 2:12:52 PM Job Number Checked By Model Name Member Section Stresses (Continued) LC Member Label Sec Axialfksil v Shearfksil z Shearfksil v too Bendinarksil v bot Bendinarksil 7 ton Rendinnrksl 7 hot Rendinarksl 131 1 1 3 -0.059 1 0 0 0.359 -0.359 0 0 141 1 0.059 -0.007 0 0.27 -0.27 0 0 151 1 5 -0.059 -0.013 0 1 0 0 0 0 Member Section Deflections - Service No Data to Print. v cn m N N O RISA-31D Version 20 [ 23-0306 Ceiling -tied rafters over Master Bedroom.r3d ] Fage 5 Sherry Residence Addition Permit Submittal 3/30/2023 Page 23 of 32 Living Room Beams Sherry Residence Addition Permit Submittal LO CO M L1Lww Roof Plate Line - Calc Key Plan /8 11-011 Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 5?/f I�'k lt-' 10S° N �S� Sherry Residence Addition Permit Submittal 3/30/2023 Page 25 of 32 F E B 03 2022 Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 Sherry Residence Addition Permit Submittal 3/30/2023 Page 26 of 32 F E B 03 2022 0� I AfflDo ail U-7 �? i �V -to a yizY 21 1� % �1gSS ?)Sit 5/tip` 22� Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 o: 206.407.6456 Sherry Residence Addition Permit Submittal 3/30/2023 Page 27 of 32 f E B 03 2022 C� LVj�S LUQN '�IZUN �INI��I Sherry Residence Addition Permit Submittal 3/30/2023 Page 28 of 32 New Header Over Kitchen Sink lV eW �e-aJe r Over k; t�� l 51 4 10 Y I Try i Sherry Residence Addition Permit Submittal 3/30/2023 Page 29 of 32 3124-1Z023 55a P11 e_j L oG•Orb• 0 n EX f�7' C�iro�-ter '-u5Se5, Ver%! �/ oPx4 2 n!5-W U Gtp0 ,I. Outlines o fir' FX I s tin �hi ,uney Tr i o Area = 6' x 54 X 26'— = I14 fr -4 a / 12C? 3�7-- Smith Company structural engineers 19011 Wood Sno Road NE, Suite 100 Woodinville, WA 98072 p: 206.407.6456 �1- Tri �) - 12 (�/4� PD ' P-4 I?T Sherry Residence Addition Permit Submittal 3/30/2023 3 /Z Page 30 of 32 t IZ�ffi x � spsf ^ 3�io©� 6©i�?r t' CS�� Xlo%2 6TO) = 13 QsL = PL� _ 3 X C�, YX 2z)� � = 1 3 Sherry Residence Addition Permit Submittal 3/30/2023 Page 31 of 32 Lateral Design Sherry Residence Addition Permit Submittal 3/30/2023 Page 32 of 32 Lateral Design None of the modifications to the exterior shear walls have been modified and the only new mass is at the SE Addition. Because of this we are specifying P1-4 shearwalls for the two new walls and the lengths of these walls are adequate for the added mass (and wind area) "by inspection."