Loading...
2603 Structural Calcs 09282012 J � G Cl�C ! �! !C!� �G�l�C��G�! E l���+ ��R 1 fl� �Qi�i�i6B�ri�Ti i-frf�fii't�� i���i�S�i�Tt i�►�. ��f�JE�Ti Plan 2603 September 28, 2012 G�iiB4'�jy[�j ,! Cj'��k W Asl,v�a, ,'`' �L � �. l � � i � � - `-�'-' � ��� , �� � �.� R 6��" � s NAL�� Job No. : 12-034 �ocat�o�: "�ahoma 7erra, �Qt 36 Yelm, Washington SEGA Engineers� Structural & Civil Consulting Engineers 22939 SE 242nd PL (360}886-1417 Rlack Diamond,WA 98010 � --, ,�----,�— --,r•-,..—m, i, Copyright 2012,SEGA Engineers � � �=�� ' �� `�=� a-.:. 4 !' ( f,;� / � � . I;;. e . J Btf��������������������_ STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red-lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the fioor framing is 2x dimensional or wood I-joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in biue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers wiil use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or impiied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers t SEGA Engineers� Project Plan 2603 � Structural &Civil Consulting Engineers Job No. 12-034 By: GAT 23939 SL'• 292nd 1'1., (360) 8$6-1017 131ack Diamond, wA 98010 Checked Date: 03/21/12 Sht i Desiqn Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph KZ, 1.00 Exposure B Importance Factor 1.00 Seismic Design Category D Sps 1.00 Response Factor 6.5 CS= 0.154 Importance Factor 1.00 S011 Allowable Bearing 1,500 psf Copyright 2012,SEGA Engineers SEGA En 1�'neerS, Project Plan 2603 � Suvctural&Civil Consulting Engineers Job No. 12-034 By: GAT 22939 SE 292nd PL (360)886-1017 t�lack Diamond,WA 98010 Checked Date: 03/21/12 Sht 1 LOADS ROOF DL Roofing(Comp) 3.5 psf '/2" OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf LL Snow, P, 25 psf (115% Load Duration) Reduction, Cs 0.00 (C1= 1.1, other surfaces) 5/12 pitch =23 deg Total Roof Load 39.2 psf FLOOR DL Flooring 0.5 psf '/,"Plywood 2.3 2x12@16"oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL Residential 40 psf Total Deck Load 48.6 psf WALLS DL Siding 3.5 '/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 '/2" GWB 2.2 9.5 psf Copynght 2012,SEGA Engineers SEGA En ineers PROJECT -p Structural & Civil Consulting Engineers 1 L� ��`�3 JOB NO. �-Z,—0 3,�, FIGURED BY ��r 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DA1'E�1I SHEET OF (360) 886-1017 (�Z Z' �,�,�� �U - �p���2 ��o� --�`�L �r-� � C�A,z,A-(a� - FRo�,r. --_-�- -�- _ , ___ _ 9_�� __ . _ _____ ._. . . Z_ _ _ _ . .._ _. ___ ..__.------__------- l� " C �=�� �5d��St� f-!dp ��(.r r (z)��-o��1�,� � c��/���c �1 ` ��,� 1 ���� ���I� �'�Z = z�� '� s%z y/z G +� � 1]= I � � o,�� x ��i �= S'� or� � D � `15��0'��K/�1�� '�'Sr�3 � f� �� Z �clO� ki,r� S�Z�'/�S'� /Z�-° �o o�. ��ti, �c.- G,-��24-�� -- ���4+L �=1G-�'`. '�w� � ���- 1 �' )��P�,�� � �-�Si'�� � M ` ��� `�k��� C�9, S��Z = 23�,r� �/ _ �= � ,�,���/�-)� �, �� � J� � O , �S( c�,�l�j �`�r��� f� �`)� = �� � 3 ��ki� ���� � �%z�-/�T.�— i � � ��s�� �h-, e ��� �S,y�,,L � - �''�'' � � �i r�-�_ (Z�1L �}-�v�r) �-�d u ����_ ' (�C. ���'' � �„ l�� � z�L � �.� .� o� � � i � � > >� C ��� � -� -� �= _ _ � 3" 3�Z�- N��- ��-���� ��`) _" ( �, S�lo��-7C�) f�.�- ��`l"` �'"�//s'` .��"P �S)zXiz �e-.- `�` � Z�` �/! ," Z�`�� �K �'� b �i V�S���1�7����� �j���� t���L��'5����� S�2` Z�� k�D= 1�I N Z o�. 1 iZh Copynght 2012,SEGA Engineers SEGA En ineers PROJECT �L� 2(�03 Structural & Civil Consulting Engineers JOB NO. IZ�p3 c�. FIGIJRED BY �'r 22939 SE 292nd Place I31ack Diamond, Washington 98010 �j�,� (360) 886-]017 CHECKEDBY DAT'E ��L SHEET3 OF �'�rn�r�l� - �A��z-��Z - � -l� e- �rv. JZm, f L�✓. � � �r , . __ __ . , __ __ _ ._ , _1 , S ...... _... _ ..... __ _ .._,.__. ___----------- .___. _� �'`�` C z-� ��� s��5,�' �--�oo��, (,�—��,�C���.�'�� `78o��.rt j„1 - �o , --�� ��r�� ( JJ� S'�z � � 3x ,,� s%Z-� `� � �s •4-- 8 � = � I� S' � o� ..�� ��� � 1 � �� � _ .-L L�- � � o� �S� ����1���)( Il����� ` 5 '�-� �1�k az Qti �z� w, Q �L e � �L�� 'eiN' �J wti �` � � ��,� � �� � w� '�C 'ti�Cs� �s�)�.�dn ��= +- ���( ¢� P�� � l, e��'`� �-,��- 3.s� �' � ���� � ��s�� C �� � /,��o,� �L ' � �Z>� �)S�t 1�C7 �-L+=� ' S�� r-'.'�.i— M - ��I-,-��`)��'� — ������,��rr�C �) = /��`� ��Z x�.o, r C;us �-- �Y �,�� f�,,,—_ �, I k �� � = 0 ��S( (otc�-'� �� �' )�"� 0,`7Z-(li 7K )(g��t` 2Lo3�-�D� �-i�Z cx ��, �wL �rh � �- C�-Y ��J7�o..J /Z� i � w= (2-°��4-�,>>>�� t 10o q?� � so o�,�,L N1 = (o� S z"����IZ' )Z = �� �'� r,���= � 1� 1¢ (�-1 Zk�Z � v= I�' �o,�i.`�IFi�� 3 , � i� ok z � — Di��C D�jLG��� �Z��3 � � ��. /� 3k� �Z D� . 'I/Z d� Copyright 2012,SEGA Engineers SEGA EngiIIee�'s, Project Plan 2603 �tural&Civil Consulting Engineers Job No. 12-034 By: GAT 22939 SE 292nd PI_ (360)886-1017 Black Diamond, WA 980]0 Checked Date: 03/21/12 Sht. �ATERAL LOADS - SEISMIC Maximum Base Shear, V= F Sps W Eq. 12.14-11 R where, F = 1.1 Two-Story Building Sos = 1.00 SS = 1.5 Fa= 1.00 (Table 11.4-1, SS> 1.25) R = 6.5 Table 12.14-1 W = Seismic Weight For W: W�oot= ( 40ft ) ( 36ft ) (16psf) + (2) (40ft+ 36ff) (4.Oft) (9.5psfl = 29kipS Wfloo,= ( 40ft) ( 42ft ) (14psf) + (2) (40ft+ 42ft) (8.5ft) (9.5psfl = 37kips W total= 66 kips Design Base Shear, V = ( .169 ) (66 kip) _ _11.1 kip E = 11.1 kip = 7.9 kip 1.4 -- WIND Design Wind Pressure, ps = � Kn IW ps3o Eq. 6-1, Sect.6.4.2.1 where, � = 1.00 0- 15 ft Exposure B Figure 6-2 = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft Kri= 1.00 Section 6.5.7 IW = 1.00 Section 6.5.5 Pso = 10.4 psf 85 mph Figure 6-2 Po•,s = ( 1.00 ) ( 1.00 ) (10.4 psfl ( 1.00 ) = 10.40 psf PZa = ( 1.00 ) ( 1.00 ) (10.4 psfl ( 1.00 ) = 10.40 psf PZS = ( 1.00 ) ( 1.00 ) (10.4 psfl ( 1.00 ) = 10.40 psf P30 = ( 1.00 ) ( 1.00 ) (10.4 psfl ( 1.00 ) = 10.40 psf Design Base Shear: (Wind) V�ro = ( 40ft ) ( 10ft) (10.4psfl + ( 40ft) (Sft) (10.4ps� + ( 40ft ) ( 5ft) (10.4psfl + (40ft) ( 1ft) {10.4ps� =8.7kips VS�S = ( 44ft ) ( 10ft ) (10.4ps� + (43ft) ( 5ft) (10.4ps� + ( 39ft ) ( 5ft ) (10.4psfl + (29ft) ( 2ft) (10.4psfl =9.4kips Therefore, Wind Loads Govern for Lateral Design-Front/Back Wind Loads Govern for Lateral Design-Side/Side Copyright 2012,SEGA Engineers SEGA En ineers PROJECI' �1�.,.) Z,lo c�3 Structural & Civil Consulting Engineers JOB NO. I-Z_�3� FTGURED BY ��- 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DAT'E��Z� SHEET �OF (360) 886-1017 �/Z- 5��. Wa�� n�s��,� ��� ���� �� _ ���-. �R- �� ��..��}���,�����:c��x.��-����c�_�la���'�.�-- �,�._�-.�..___ _ � �-- zZ + � z.(.o z� ;,���7 �,�:��� ��,. - S� � � �= �,Z�B ��z� '_ � w ��...: � � __ _--_- J UF ` z,Z au°v � � � `���I'���/���'��� ` �,3(� � �r- �.�—',� 2 ti, ,'' 7L=/�,j,� � �= 19 '�-�c� ' � ��"� � Y ,_ s �' � t1' �= �,3 (�43 / , = �Z�� �= 09 `', � � , r�S J � �� I t ^�°�PLI�� S�J�z ��c� � z R��� ��Z ' Z� Z�j`�j� �= S�'-r !�, � 't /S� = 3 Z�7 �1 `t�k �\ ' 2-iZ�c°�N/ � � �ZI't,F r a � ' �� � �J 3 Z �� o� � � ��,Z�, � �� ��a`'�'s ls� � ` /I' ` ��, = �-� 3C�a '� 1t.-1��,� ' �� ` �°/ �t Z L - �.�� R' ;' y �'��� � =- �, 3c�v ��l' � /�� �y�. q� � �� Z�� � �� c� '3 - c%�,ti �,�-��n� N��j'�l�( �� .� '.� � �-O�s� �- �-� "��� ._ ,.---- � �'�b l�� ��v O� ��`I� � — �� �.o � = z�3�'"` �'�� ° D \�� 'B � ���. � $ �o s� �^j'1-4b a�- °0+�b "�S'�{,b�2,Z f Copyright?0f2,SEGA Engineers SEGA En ineers PROJECT J L�-� Z C�O 3 Structural & Civil Consulting Engineers JOB N0. ,2, -p� �. FIGURED BY C-�� 22939 SE 292nd Place Black Diamond, Washington 98010 ht (360) 886-1017 CF�CKED BY DATE �LSHEET(p OF ��1� 1��r.�. ��c s�U,-.l � Co�v7-) -��� ��.. �3 � U�'..'.__1....�Z�.x_S��� /�0� ��y J.��_�Jl,����../�� '��'�� ` �1-Z��-�----__._.-----�� --------� ` - �-r-p.�T � f �� If� I�" 7 � z�r� � Pl.=Z� - I Z��'� _ ¢q pc� r`'` /�� ' �zc� � - , ��,�-. � - _ .-� � ' 3t- � � �, �, �, N����r V�= l, z��� + � Zz,�( �o' )(lo, �� ) � �i ��'� � `�', �' ¢ 'rL• j'�- 5�S ��(� ' • zZ� �'r- � q� �j, � Z, �—J 0�`� � J'� Z_�'��" '� � ��� Zz. �� �, �: �, � ns� �'1'Q�'lu ����,1L �l�,Z ��a��� �- C I z�-,�vP�r-� � ��� U�` Cz��z ���z� �Uo����F�r�S' )(1������' t��S��c��l��j��` Z��Z.�� ,,�— `�' t '� ' � � � = l c�r`� y�< �� n��� �J Z (� Z�� _ /l.o�,��� �a� ! �� � �, P� � ��-��1 rv �` � � �3' b ��r.�hZ �t��� #S ,�i�z �,,,���z8 r=c.00,�'- ,/r _ �LzI �- � � z3t�l �Vd�(�o,�1�' � r� �o� �- Il �_ � '' �-�,�' _/ r S (� �- d,9�ll��� , - 3���'�� �c�� ,��, � � I GG � �►�� LS�'!?3 2 f , Copyrighi 2012,SEGA Enginccrs SEGA Engineers � PROJECT �L�.�, �,0 3 �ctural & Civil Consulting Engineers JOB NO. �-� �d 3� FIGURED BY C�� 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE��1�L SHEE'I'� OF (360) 886-1017 S��-,Z W� l��s�U,� C��T� —5��-- �����. �� ���=---, - ---- - .. _._ . ___.�_ _ _ �l� ` ��-����� z�.,�, ���� _ �7 � . ___----- —___.--------._.._--------- �,_ �'t c.� ' _ �Z,� �t a--]�� 3,-Gi� _ __ �a.��, � /,z� - � � �� - ��.� �- ��)��o� �c��� � �'ir) = 1,°1l� G �'`. � � z/ � �� _ 4 � ���� �Z���,= D �' 1�9�(� ��� ` � � �° C� � 3�v N., �rt2$ � �� � �, �� \ 't� / � Copynght 2012,SEGA Engineers `��G A E n g i n e e r s� pROJECT PLAN 2C�3 Structural & Civil Consulting Engineers 22839 SE 282nd Place . Bleck Diemond, Weshington 98010 JOB No. �2-m3 4 FIGURED BY �'`�I (380) 888-1017• FAX 888—I018 CHECKED BY DATE �3�ZI�I2 SHEET S OF 8 I �NEAR WALL KE1' PLAN i � i � i �_ '^ ' �7 �" ...J jg; i iA I � (a; o " � /�\ 4�= � �/i; LE3 �?� !:_ � tn` j +e I ; '__.._.__ UPPER FLOOR `�' � A.Ij38 SQ FT � � � '-'-'--� °----' i � '_""""""""' 6 I p; t1� '__'__-__"""""' "_! r'�{¢� i � � o 0 2 2 I I j LS1A3m•�R�SCl � to 3x B�OCKN'i � ' �(ttP.7 PLACES) � � �j �I � ��. � � I iMAIN FLOOR I ;A� A=1,762 5Q FT A i i i ' f � I � A=6145QFi I a o . � � ( . �a.' I A .414 SG}F7 i � I � ��,,'a, y � {e ❑ e s,�'� � � i � �� � `a',, rttP.cF v (TYP.Gf 3) i I L � a� �� U f0 L � N � (9 L O "C � N N C N � L � O) p � � N � C � � _ u) �n N 3 � � � � � iu ~ Z ly � $ U N o ` � L O7 p C C N "6 3 •C ' @ � = O N "O f6 � � U fQ N C � U � C � (p w .� -_ � io a �o � v a a iu rn � a � ai • �-' o o � -o .n a� � � • c � c�' 'n � w o � o c`� � -°' Y N � C �t� � I I II � C � � � � � � N � N (0 f4 f0 v � � C � N C � C7 C7 � a� fD m -a �c •� •3 r= � a� _ m N � � � � � � � f6 N f0 N U v- N `�- 3 L � O O � o � N � +• � 'O O O � = O � � �7' V U � � � � � � O � a' U � � X C � . C � O � - N W a' � O � U � L N CO M N � (� � ,L C V1 Q �° Ud @� -° � o c°' -o? 3 � -o � _ V '_ � 'm 00 ` 3 CO '(D � E U � n- .0 � � y fd N Z .-- � � N �- C N � • Oj -�p � Ll � � � O � -p � d' �p C = 'Q O p W " � v a� °' � ° s � � W .� a�% o o _° J � o c`a a� a c� rn �n a� o a� C L C 'p a aj � � � C CD V O - Q � � E +�-� .� � C E � @ — V V N �— � � � N O �d � � W L @ 'O 'O � = 16 � F- `� N „p `a L2 � (n z � � � � � � U N j v y � N M � �' � �� N m "O � � '�O M 'B M � p � 'y � � a C � � C x f0 N ,J E v � CO � � C V � � 7 � N ' O C J � c � � � m a� � "a � � �n � � .� `� � ,o Q � � � � U � (n �n @ s � 3 N 'c � � � � � _ � °' o � �° cn � � � 3 ° � � �' � � 3 � �ml � - � ° � o �o u�i p � o U � � Q �w o = 3 � w E Q °° Q _ � o o d o � � N M �t � � Z