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20070135 Structural Calcs 05052013 .. � MDT ENGINEERING 31403 44 Avenue South Auburn, WA 98001 253-887-8725 md.thompson a�earthlink.net Structural Calculations For Today's Dental 502 Yelm Ave. W. Yelm, WA 985�7 May 5, 2013 � xf . ��er?��„'��1 �°"e� 3 � �Tj�iR p� * �'+r�„�%�' F'V 6�+_',] tA 'Y'.� f `+ � � � � '� � y �>:„. • .�.:'. - >R.�: �' .R a � ' ��.,... . ...'. � �; 2n,d��y �,, . �''''C'��.t .�,.�`�¢ "Y��-%�J S.'��y'' .. �:t �.�'w .�"gy�,�.�",�r:�'� e �,�-,�;� �:'<.,ie�?�n f��,��`y �y �_�;....Y, :� �, ��`._'�. -� _ Buiiding Official: Please accept this engineering packet only with a wet stamp and only for the site noted above. , tVIDT ENGINEERING 31403 44 Avenue South Auburn, WA 98001 253-887-8725 Table of Contents Paqe No. Scope of Work i Structural Notes ii Shearwall Schedule iii Structural Details v - Lateral Analysis 1 — 7 Vertical Analysis 8 - 11 NIDT ENGIN�ERING 31403 44 Avenue South Auburn, WA 98001 253-887-8725 md.thompson a�earthlink.net Scope of Work MDT Engineering was asked to provide structural calculations for the new structure. The following items are included: 1. Lateral Analysis 2. Vertical Analysis 3. Foundation Design 4. Structural Plans We have provided the designer with 2 copies of the structural plan and details for his use in obtaining a building permit for the referenced project. The scope of this project is for the design phase on(y. If additional site inspections are required by the Building Dept., these will be performed at an additional hourly fee of $100.00 per hour. Also, revisions to the original design by the owner or required by the building department will be billed at an additional hourly fee of $100.00 per hour. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE MDT Engineering, Inc. � �-:� ��Wl�1�� M�� P9ARK 51-�,QTHING FA91'EN�R St'AGIWCs 627TtGM PLQT� FR�IMINCi ALLdU.---NOTES o Al.l. ED�s�b NAILWCs OR alJGNOR BOLT9 ANGNOR9 . . . ABI� INQl'E 51 (NOTE9 i'I.Ml1 (NDTE�3) INOT�S'7,'�j SNEAR � 1l{6"MIN.Af'A R�CT�D .131"X7-U4"MW.r fa"O:G. 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"1/l6"MIN,AI°A RA7�D 131'X2-1/4'I'�N.0 3'OrC. �µ��I.Ms 9CREq�3'0�OR `�''�' � Z.4.6 � 9Fi�ATN9�G Bt7'tN 54DE8 � 5/9°AB*I'.y"pL, A��8"0�. 9�2 PLF 9,1� � �6uR►.o�r o,�, o�, t�. !`�.i t..v: , L "ALL FA$TEFIERS°�Ll.MEET TFE�OL.L.G1{WNCS GIRITERIAr D.Ijt DL4�C Z V4'1�11�0J4S"DIA X 7 U?"MW,16d Gcx�htoN :PJ��Dia x 3 V�"MW,5d Coat.ER•m.D96"DW X I 5�8"t�aN,sd GW� _,��1°Dw X�3l4�M�,LSGA $TAPI.E :0�T1"p1A X i VZ"I"pN.14 fiA STAPLE ■ d�DIA X I 1/�"MML Z. AL'L APA R�4TED 6�IEATNWG AND 81DING Ahm P.oNEL EbG�B SNAI.L BE BApCED YNTH 2 MICN h1�1WAL OR WID�R � , FRAMIt�tSc ANd FA6T�MEp PER i'NE BGNEOtk.E A9GVE,PAN�L91'1AT 8�Ar6TALLED E1TF�ER Nf71dTANTQLLY OR tlERtiCAL.LT.61'AGE NAILS A7�' O�,OR 6TelPLE9 AT ICM'OG.ALOMrs 1VTF.R�1EpiAT�Ff�Ah1i�G 3. F�awC�E au.aJC�+oR�ot,TS WTF+3">a"�:�,� PLa�u�asNE+Z6. e'.o�f� i�t,-rz�/� ��a�'�b!''�/N�Ca„ a. aT�aR.aGe Jahes,t�EFr�e'ro�a'�ERaL r�ESrw�Nr Pa�q.�ral.�� 5. �°ROVIDE lllb"MW.AI�A RATED SNEAT4�IHYs(PLl'IUJOD OR OSBJ OR AW,4 IP�1ED 51DM�Cs 3O3 OR N�NER SEAL O68 i�AT�D PANEL SIDN9�s ON dLL�XTERIOR W4LL8 DE9IGNATED d6 6NEARIUALL6, 6. WNEIF�PAN�LS A�APPLI�D ON BO7H 81D�5 OF A YIALL A�NAIt,SPALMIG Ib LE55 TWW 6"G�.ON EITNER SiDE,PAN�L JOINT6 SNALL 6E OFf'$�T t0 FALL ON p�PERENT Fl2�NCS M6'iR��(�FF',�1MIhIC,9NAL� 6�8"WpMINAL OR'f►�IGCEf��NAILS A+1 EACN blp€64WLL 1�E STAGG�RED. 't. REFER 70 T'1'PIG,4L 64IE�IU4�L DETAILS FOR LOCATION aP FkAMNi''s ANCxIURS. , � A7 INTER�OR bH�A1�UALlb AT RDOF PARALLEL TD TN�TRtJS5E5,REFER TD UETA1��SF�A{aUALL 70 RODF iRU56 W4TH FRdM�iCs ANGNOk9 9PACED P�R SGNEpULE OR EXfEND bNEARIUALL TO RQOF,4Wp�IE,QTH AND FAST�N PER S4�I�ARWAL.L T'fPE GAI..LED OUT BELOIU 9. AL1 FIRAMNJG MEMBERS 1R�C�ivtt�s EpCaE NAILUJG FROM A81lTTHJCs P�L6 61L4LL NOT 6�LE98 TNAN A SMIGLE 3X ME?18ER o SNEAf�IJAL.I. T'r'P�9�.AND 5.�OR IXph1PLE,F'ROVIDE A 3X STUP At 1�RTICAL JdINTB IN TNE SN�ATNING_ I�. �pUNp,4TI0N 511L PLATE5 AND BG?ttOM PU1T�5 0�BN�ARUFALL 9NALL NOT eE LE58 TNAT A SRrC�LB 33C � riEr��R o SNEARIUALL'frPE9 3,4,�arrb 5.a�so,pROVIpE A 3x MN�kt uNDTN M�R B�I.C�U!SN�uaUALL to R�GEIVE LArs SGREtU5 St�N A3 A 3x R�7�15T,3k J015T BEl.OUJ SHEARIl1�LL OR 3k B�OGKING 6ELau! 6HEARtUALL.s SHEARWALL'rl'PES 9�4.IWD 5. 11. FA67ENER5 AT PRE55URE PRE9ERYATII/E ANp FI�RETqRpqNT TREATED WOOD SNAI,J_�fE 5TAINLESb 5?��L, C�185 NDG,6A?GN/P05T N07-DIP GALY,�NIZED OR 1"�GHANIGqLLT GALYANIEED. � . ��o�� MARK SIZE DEPTH REINFURCING ALLQWABLE LOAD 18 18"x18" 8" 2#4 each wa 3375# 24 24"x24" 10" 3#4� each wa 6000# 30 30"x30" 10" 3#5 each wa 9375# 36 36"x36" 10" 3#5 each wa 13500# 42 42"x42" 10" 3#5 each wa 18375# 48 48"x48" 12" 4#5 each wa 24000# 54 54"x54" 12" 5#5 each wa 30375# 60 6a"x60" 12" 5#5 each wa 37500# 66 6�"x66" 12" 6#5 each wa 45375# 72 72"x72" 12» 7#5 each wa 54�00# Note: Footing design is based on 2500 psi concrete and an allowable soil bearing pressure of 1500 psf. ` � 1. 2X StLlD WALL 2. SIMPSON NOLD�WN PER 2 PLAN, �ILL ALL NAIL NOLES ' lU/16d NAILS 3. EDGE NAILINCx � BOTTOM PLAT� AND SILL PLATE , 3 4 6 -0�. 2X TREAT�D SILL PLATE 5 ANCHOR BOLT SIZE AND ,� . / SPACINC� PER 5NE,4R 1U,4�.L _� � '' _ SGI�EDULE f — `� _I I I I I 5• �'4 RESAR !6" O.C. IVERTICAL) ? I I I I I '--I I I I I • I I(I I 6. �4 REBAR 10" O.0 �NORIZONTAL) � � = 7. l2)#4 RESAR CONTWUOUS _� � � �� S�� 4�� 1 ��_4�� Z � T �. �71�f��4� W��i. �� 3/4" SC�4LE ��, f. 2X STUD WALL 2. SIMP90N NOLDOWN � PER PLAN q, 3. 2X TR�ATED B01'TOM PLATE ANCI�OR BOLT SCZE AND `� SPAGING PER SF�EAR lU�4LL 2 SCNEDIJLE �F. SNEATI�IN�x ,4ND N�ILING- 0 o PER SHE,4RUJ,4LL�SGNEDUL.E 0 0 3 ,4ND PER PL,4N 00 5. �Z)#4 RES�4R GONTf�lUOUS n n ii � � IIIII_III� � ;; � II11=1111I _, z �� 4 �� i � . NOTE: ,4T HOLDOWN, TNIGIC�N F001'INC� TO PROVIDE A � - I FOO i ING- DEPTF� 3" CxR�At�t� � �� TNAN ,4NCNOR BOLT EMBEDM�NT � `� �OR A 24" LENG-TN g NOLDOIIA�I t1'�'. ��,�� UJ,4L�. ��T�Il� ��3 � r�t��i a� t� i c�c ��fl �t�. 3/4" SCALE �� 2 3 � I. S07TOM PLATE NAILINC� PER SN�ARWALL SCHEDIJI.E 5 � 2. SNEATNINCz ANp NAILING � PER 5N�,4RlUALL SCNEDlJL� AND PER PLAN PL1'Wp. JOINT 3. 2X STl1D WALL ---- ------- 4. �DG� NAILINCx PER �; , � 6 SNEARWALL SCNEDULE . PI�YWD: JOINT ^ 5. SIMP�! 57i�4P PER PLAN. --°- - --' - CEN7ER ON RIM JOIST. lAT INT. IUALL SLOT PLYWD.) ��, .� �. SIMPSON FRAMING ANCNOR *� P�R SHEARWA�L SGN�DIJLE � ' INOT R�QLIIR�p IF P�YWOOD JOIN75 ,4RE LOGAtED AS 3 SNOWN ON 1'NI5 pEtAi�.� z�� t�i e�a�. �� u�,��.�. ��t��. u�i�� u�� ou� 314" SC,4�E I. ROOF TRUSSE& PER P�AN 2. SIMPS4N 'N25' A7 E,4CN tRU65 3. ROOF SN�ATNINCz I 3 4, 2X B�OCKING lU/Sd � 6" O.C. 5. SNEARIUA�� NAILING PER 2 SGN�DIlL� l—� . 5 �� I �� ii�� 7�'t��W�� 3/�" SGAL� 3 . � i. SNEQTNING AND NAII.iNC�c P�R SNEARWALL SCNEDULE AND PER PLAN 2. SIMPSC�N 'A35' �R,4MINC� ANCNOR9 PER SNEARlU,4LL SCI�EDU�E ' y 3. 8d NAILS � 6" ON CEN7ER 4. GABLE ENp TRU85 . � C��L� �lt� t�USS DEt,4 I L 3m? 3i�° sca�� -4 -4 , I. BOTTOM PLATE N�4lLfNCz PER SNEARWALL SCNEDULE z 6 2. SNEATNING AND NAI�INC� 5 P�R SN�ARIUALL SCI�EDI�LE AND PER PLAN 3• SPAGED PER � SNEARlU,4LL SCNEDULE _ • 3 4. Sd NAfLS g 6" ON CENTER �. 2x FRAMING ON TOP OF LOWER WALL 2 2 6. ROOF tRUSS OPl'ION 'A' OPTION 'B' 3�3 t1��, f i�lt. ��,4� uJ��.l. t��t�11. I�J�4L1. �'�►��41.J.�J. t0 #�00� ��,�M(NC� 3/�" SCALE , � I. ROO� TRI,lSS�5 PER PL,4N 2. 51MPSON 'A35' FRAMING ANCNORS P�R SF#��RWALL SCNEDULE 3. Z"X4" BLOCKINCz BETIUEEN � r�us5�s 4. SH�AR�U,4LL Tl'P� P�R SN�AR WA�L SCNEpULE ,4ND i��R PLAN � 3 t�. ��t. s��,a� u�,��.�. a�t��. 3P�� U��. �, �- ��icu��a� ta t�uss 3/4 SC,4�� I. �#��`� P�R PL.AN � 2. 61MPSC?N 'N2.5' AT �A��! TRUSS 3. RDOF SNEATNl� ' I 3 4. 2X BL.OGK{NG W/Sd � 6" D.C. W�1�1'�f#l�l� 5. 9NEAi�llA�� NAILlNC� PER � 2 scN�DUI.� _ � lv, f�C CL�P� p� - . � � �... ��Uc.� � � ��1'��t��C �� t�,�N�� '� ��r,ai�. � �ia� �x�� a��u�� 3/4" SC,4L� 3 � 2 i: SNEATNIN� Ai�p NAi�INC� PER SNE,4RWALL SGNEDLlLE AND P�R PLAN NOTE: PROYIDE SNEATNiNG Z. 51MPSON 'A35' �RAMING ANGNORS AND NAILING PER 6NEARlL'ALL ' P�R SNEARIUALL SCHEDU�.E SCN�DUL� _ _ 3. Bd NAILS � 6" ON GENTER � 1 /U� �I�'�t...- J�f�.f� . . ' lN �N'�rf�� 4�n/� �. (�;� �vQ ��,.�,�� .�� `��.�1�:.- ��a+"�� .,,��, �� ,�� C./�'T" �`�� r��L.� �� ,..;., L/��i�i•. �� 3/4" SCr4�E � . ! MDT En ineerin Inc. ` �� o� � � _.�. 31403 44 Ave. S. Aubum, WA 98001 253-887-8725 ° �� (�ax) 253-887-8672 � Lateral /�nalvais 4 , Wind Des[qn: Per 200q fBC and ASCE'7-05, Sect. 6.4 Method 1 Simplifed Pro�e�ure Wind Speed = 85 MPH � ; . �j s Exposure B � � ; � , From �i�ure 6-2 ; °` ,. This factor varies on mean height and expos�re category ` H = 30' or less H�ight and Exposure Factor= 1 A � H = 35' or less HeigMt and Exposure Factor= �.05 H°:= 40' or fess Height and�Expos�re Factor= 1.09 . Horizonfal Wind Loads: From Figure fi-2 ' These loads vary based on wind spee�l, roof stope and height and exposure factor. These are the maximum values for�r�y roof sfope. Ps = HEFxKztxlxPs30 !� F ;, ' ZoneA = 1.Ox1.Ox1.Ox15.9 = 15.9;�'uF , ; ZoneB = 1.Ux1.Ox1.Ox8.8 = 8.8P�F ; ZoneC = 1.0x1.tJx1.0x10.6 = 106:PSF ZoneD = 1.Ux1.Ox1.Ux7.0 - 7_OP�� , �: For Horizontai Design Loads, use the m�ximu:m load of 15.9 PSF in all zones and directions. { � �� -� � � �� .� � � !� 4 �'!�. ' � �. i � t� �� j t � � � � �, � � ;� � � li ;; MDT �n ineerin �nc�. �� _ - ._..�� 31403 44 Ave. S. ; Auburn, UVA 98Q01 ' ± 253-887-8725 � ;� � � �� ' (�'ax� 253-887-8672 Lateral Anaivsis i' ; �� .j. Seismic Desian: Per 200'9 IBC and A�CE!�-U5, Sect. 12.14 � � Simplified Altemative Strtictural Design ; `i; Soil Site Class D '' ` Occupancy Cate�ory 1, i�'� 1.0 !� Fa = 'i.0' Ss = 1.5 `� ;� ;.� Fv = 1.5 ' S1 = 0.5 Sm1 = Fv x S1 1i.5�x 0.5:= 0.75g � � -;� � �� Sds��= 21� x�FaxSs = 2/3x1.0x1.5 = 1�.Qg ;; ; � �� e: . . � � � � !�� .� _ . . f� � Sd1 = 2/3xSm1 - 2/3xU.75 =0.5g � ; t � � �� l. � �: from Table 11.6-1, Seismic Design Catego �D� ; �, � � V - (F x Sds x W) / R W = Dead I�o�d � � ; � R = Respar�`se Modification Factor ;; R = 6.� for'�ighit�frame walls with wood shearwalls F = 1.0 for '� s�ory � F = 1.1 for:� s#ory F = 1.2 for. � story V= (1.2x1.OxW� /6.5 ' : � � 'j �� ; � � V - 0.1846 x W s t i�� .� � � ; � � G �: , �; : � ;i �° : ' �� ' ,� �: k l�. :� . . .� s ;� . . . t j i F . 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Auburn, WA 98007 253-887-8725 Wind 15.9 Load SW# Width Height Total Wall Total Shear SW Shear Length Wall Per Foot Type Length 6 24.75 21 8264 18.33 5.00 15.00 38.33 216 1 7 22.25 21 7429 26.00 26.00 286 2 8 9.5 21 3172 3.75 15.50 5.25 5.25 5.25 3.83 3.83 42.66 74 1 A Belltag-Dental Clinic MDT Engineering Consulting S�ructural Engineers 31403 44th Ave. S. Auburn, WA 98001 253-887-8725 Shear Total Dead Wali Gross Net Length Holddown/ SW Per �feetj Shear load Height Uplift Uplift Strap Foot Ibs Ibs feet Ibs (Ibs) 1A 111 3.25 360.75 150 10 1110 866 LSTHD8 1 B 111 3.25 360.75 150 10 1110 866 LSTHD8 1C 111 5.25 582.75 150 10 1110 716 LSTHD8 1D 111 4.5 499.5 150 10 1110 773 LSTHD8 1E 111 6.5 721.5 150 10 1110 623 LSTHD8 1 F 111 2.5 277.5 150 10 1110 923 LSTHD8 1 G 111 5.5 610.5 150 10 1110 697.5 LSTHD8 2A 271 16 4336 150 10 2710 1510 HDU2 2B 271 12 3252 150 10 2710 1810 HDU2 3A 242 12.5 3025 150 10 2420 1482.5 HDU2 3B 242 23 5566 150 10 2420 695 HDU2 4A 100 13.25 1325 150 10 1000 6.25 NEGLECT 4B 100 7 700 150 10 1000 475 NEGLECT 4C 100 5.25 525 150 10 1000 606.25 LSTHD8 4D 100 5.25 525 150 10 1000 606.25 LSTHD8 4E 100 5.25 525 150 10 1000 606.25 LSTHD8 4F 100 5.25 525 150 10 1000 606.25 LSTHD8 4G 100 3 300 150 10 1000 775 LSTHD8 5A 79 3 237 150 10 790 565 LSTHD8 5B 79 3.5 276.5 150 10 790 527.5 LSTHD8 5C 79 4.25 335.75 150 10 790 471.25 NEGLECT 5D 79 10.5 829.5 150 10 790 2.5 NEGLECT 5E 79 16.25 1283.75 150 10 790 -428.75 NO UPLIFT 5F 79 13 1027 150 10 790 -185 NO UPLIFT 6A 216 18.33 3959.28 150 10 2160 785.25 HDU2 6B 216 5 1080 150 10 2160 1785 HDU2 6C 216 15 3240 150 10 2160 1035 HDU2 7 286 26 7436 150 10 2860 910 HDU2 8A 74 3.75 277.5 150 10 740 458.75 NEGLECT 8B 74 15.5 1147 150 10 740 -422.5 NO UPLIFT 8C 74 5.25 388.5 150 10 740 346.25 NEGLECT 8D 74 5.25 388.5 150 10 740 346.25 NEGLECT 8E 74 5.25 388.5 150 10 740 346.25 NEGLECT 8F 74 3.83 283.42 150 10 740 452.75 NEGLECT 8G 74 3.83 283.42 150 10 740 452.75 NEGLECT �_:F-,.... � dat� �` r� �,� - � project ��`��..L";�.� �� C�.j1�-�f�'i pa�e 4� �'��' -�-----------_�---------�--., ,_ --------- -- --- --_�- --�_----------------------- . -�---------------------------------�__�----- . ---- --.___ __ _ �___ �_.- ---__ „ _ _ __ _ . . ... .. ... ... ..__ ----- - -- ---- - ------------ -- ____ ---_--_ _.-,�_, ___,___►�_--_.__� _��,=_,_.�� ---------__---- ---- _ ___. , - - - _,-_ ----- ___ ,___ _ -- -,_._____ _ -- _ -- ----- - ---�----- ---_- ----- --- -�-------_____ --- ---------- ,.___ ,___ _ ____ __ ��__`�� _,,__ ------_ __� � ��--------_---------��_._- -------------------------------------- -- _ , __ �x�o - - ---- - ---__ _ _ __ --- �- -- , __ ___ ^ _--- -- ------ - /j�/� --- _ _ . ,.._"'� ""'__ _ _"""' . �.. _!/ �"__ ._ ,_,_ -_. t�/�/,]�'� J /%/�} . . �J��S�iis �� _i _ '._ ._.. ., . . .__ ' ' . . _ _ '_ P ' " .. _,__. . ___ " "' . 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