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2414-2419 Structural Calcs 06262013
� �T�tU�TURAL CA[�+CULATIt�t�S ��. � �. �o�,rr�� �01J�1[38UILT �It3MES RES�DEIwIT1AL Pi��O►JE+�T p�a�, z�a��-2��s ,�une 26, 20'i 3 ������;��� , ,� �°g � � � � ,�; �� ..-� � djw. ���_ .........+P"`e , ..... ... . ° < � 'E` > . � p'z _ '�� � ,.R�^_d � � , . �,� - J�!�� / .�l ��� � . � 4�C,.f . � a�s�` � � � ��� �� �'� � ,.. � ��.�� _ ��� ��'f��� �� •_.���'�" � -, � �' .�0� �C}, � '�'�°�'�% � � � � ��s:�, �.c���tion; �'ierce Cc�ur�ty, Vilashingtc�n �FGA �n�in�e�rs� �'Siructural &C�ivil C'on�;ti�ltin��ngin�:er� �����+�5��:���?^��>t. ���t��xx�-t��t? 131�ck I)i.�tr�c>i�d,l�'A 9l3t)Itl �.C��,��� �'� C"c��?yrs�;ht�'f.)i;i SE;Cia1(�n�,Anavr:� FEB 2 6 2014 �Y: - ��'ATEIVIEN�` C}�' WflF�K �ECA �nc�in�er�was ��k�� �o pr�vide a lateral l�ads ana�ysis, shear wa4( de�ign, revi�w �f rnajc�r frarnin� mecr,bers and fc�un��tior�, and c�rawing r�view for a twc�-stary wood fr�med sinc�le family residence. The cc�c�f framing is b�th �x rafters and manufactured tr�ss�s, t�e fl�oc �raming is 2x dimen�i�n�l or w�od I- j�ists, �nd tl�� f�un�atit�n is typical co�cr�t� strip fc�o�ir�gs r�ith a �rawl spac�. T3�e attached calculations are fio be used as a `basic' submittal far several pat�ntial building s`st�s. The cover sheet shauld have an ariginal signature 'sn blue ink ov�r th� s�a(. �4pp�icatic�n �nd �se for individual Ic�ts or su�-div�sic�r�� �h�11 �+� sp��ific�(1y id��ntifi�� �y separate lefiter f�ar each location. Th� c�ntrac��r assum�� a11 re�p�n�ibi�ity an� li��ility fc�r �ites r�ot e�pressly review�d �n� approved. S�UA Engine�rs wiil us� that degree +�f c,��e and skill �rdi�aril�r �x�rcised under �imilar circurr��t�nc�s by mernb�rs af the engir�e�ring pr�af�ssi�n in this local, No other v��rranty, �ither �xpressed or implied is made in cc�nn�ctian with �ur rendin� �f pr�#essivna! �ervices. Far any dispute, clairn, �r�ctic�n arising c�ut c�f this de�ign, ��GA Er�gineers shall have li�bility limite�i tc� #he arnour�t �f th� tc�tal fe� receiv�d by SEGA Fngineers� for this submi#ta#. Questic�ns reg�r�ing t}�e at#ach�d should b� addresse� #� S�GA Engineers. Gr�g Tf�esenvitz, PE S�GA Engineers , , :"��,�aE� �I1�1i1���'S,� t'r°c�ject F'1an 2�#14 -�419 � �t�-u�:tural+�,C'ivil C'�nsultitt�L',tt�in��rs .Ic�l���. 11-t}17 t3��: G1aT 2?9:3�)SE 2�)2tt�3 P1.. (±�t)) �3t�(�-l#?l7 �31��;1�Ui�m�nd,1�1�`r� �8Q10 �'�ieek�c� C��Ce; 061�6113 �ht i C?�S�'l Cl �1'I�£Cic� Intern�tiona! Building Cc�de (1BC}, 20'i2 �.C7A�S i�o�f p� 15 psf LL 2a ps# �Ic�c�r p� �0 psf LL �40 psf V1/ind Risk Categary II C3e�ign Wind Speed 1�10 m�ah (���a) ��; �,p0 �xpc�s�r� � �eisrrtic E�esign �ategpry D �3�s 1,{�0 Respcans� Factt�r 6,5 C�- tJ.154 Impo�an�e Factor 1.OQ �c�ii Allnw�bl�Bearing 1,50fl psf t'capyrE�ht'4?d�; 5F'(sr"�I:ttum�ers SF�A �n ��ers;� �a�����;t ����2���-���c� /� �truczural�c�i��il C;onsu�tin��.n�in�crs 3€�b NQ. 11-01'� �I3v: �A1 2�931 S�:2�2�at31'L (ab{l}��ti-IOi; F31a�k t��am�71d.WA �£�Ul� C�h�cke�ci D�te: �8120112 �t�t� 1 Lt�f��S Rc�t�� �p� Roc�fing(Camp} 3,5 psf 'J�"C3S8 �.� 2x �24" 3.5 It�sulatian 1.1 �1g'GW6 2.8 � Mise. 1.� 14,2 psf �L �nsaw, P� 25 p�f {1'�5°fo �.oa,d�}uration} Reuuction, Cs q.{�0 {C, = 1.1, c�ther�urfac�s} 6J1�' pit�h =27 deg Tcat�6 Rot�f Lc��d ��.2 psf FLt}C)R p� �icaarinc� C}.5 psf �f�" Flywood 2.3 �x1� �a 96"oc �.3 5($"C,�WB 2.8 Misc, �,5 _ 1 C}.4 psf (�L Ftesidenii�l 4� ps� Tata1 Fio+:ar Load �0.4 psf i��C1{5 DL 2 x l��eking 4.3 psf 2 x �tl � '1�i"oc 2,8 Mesc 1.5 8.6 l,L Resid�nti�l 4C} psf Tota! Deck Loa�i 48.6 psf WAL.LS � �L Siding 3,� '!�" Plywat�d 1.5 psf 2x6�a 16° ac 1,� � 1nsu1 t},6 '1�"�WB 2.2 9.5 �sf c�s,���;�n�2t�i?,s�c��,�zrt�� SE�A En�ineer� ,� ,�,�<„�c.� ,����.- Z��, �tructural & �ivil Ct�n�ulfin� �ngineers �a��c�. ��_p�� H�c,�;x�.r� �v �a�� 22939 S� �92nd Pla�e � Black I�samc�nd,l�'ashingt�n ?��(�10 ���� ���-�t��� • �� ��e�� �����1�1� cr��cx�r����� r�,�`'�t,���s��r �+�� ..�..__..«_w.. d _. .. r _ , ,_ . ._ �_m,_,_.M�...._ __.�.�.. .� ��,`�.����2r.��� ` ��-t�5t{ �Y+�s � �',�..1� � � ; -------� , ' �.� �� � _____�,....����_�.,� ` __ � _...._ �,�ue�,,� ,.. . ._a.� �_�..___.___ ._. ._..__.a .�e � .�__ ' � �� � �� ��� �����,� ,�j�� �c,F-� �� � ��..�. �'''��° �t�,'"�{��"l�7� � C�'1�. � �j�-� #� /�`T` /���� � � -�C 1!P` (��3) �-'�,Z "�"` J / r! �. �._ . ___. . ..____= -•� _m...� _ _ .�. _ , ) 1�� �� � �c�,�1�'1'� .... �� t�4��'���} = �"''�fc /���'� " ���`` �� / ��� --� e�1�.�'�t!�t`�Cv �������� � c-„�.�'"t ,�1�� �,�fr'"� �'�,,- I"�'k� � � �t�v�J2'�!� �?� � � __� � �' � �= �"������'�� (�.�.� ��C��'"� '�' � �,� �� �` ��'�'#��r��- __ ,s � �Q`"� °�.�'��vn.���'•` I� �' � ��.� -�s,,"-.• �� ��� , ��<.- �� M.. ��... %'� �' ����� �r� 1����n�`� ����.� ��.��,� � ,� _ �� �L„m..��t�(f t 9 Jt�1'��j«, t�.-fl Ca��` _ �✓'�:. �C�i �,".�»}-�f-� �'C�7i � 2.. .._. "�' l.J''c �7`1' �jl�I'?� � �-(,�f3, � �-- �_. � _ " -� 2.��'`�.' � s j���y t ��,�tT�� t�+'C �� < G� t � =» "� � �1s ����� '�Z,� � ��.,�'� � .+Z..�•.,f'°� �1p�J� t��C ��,�. �ap}�ri�he 2t�l3,S�GA Engsneers ���r�.���I'S� pxc�r�ct` �� —��`c� �tructural �c C�vil�ansultin� �n�ineers �a��€�. ��-� �;q �°t��t� �� �,-�t4 i ?29�9 S� ?92nci �1a4� � H:ack I7i�snc?nd, �'ashin�,cc�n 98010 (�C�') ���m1C}k? • Fax �36t�) ��6-1C)l�i CHECK���X i��T� SHEET� C�� __............. _. ._._ � _.. _.. _. .__.... .�_..�..._._. ,m...,.m. ...� �. �f�Fl�..317 t�?►�i7t°'�.. ��1�J�'� �� ; "7� } , �t ���� ��z. .::�n E�- ��1`�'�� � ��.�v; I� �2.�.���'� ' ,,, p,,� „ . #'\,,.�``�.� '� � r ._._._.� � � ��.�.�.___. �._�__. _. ... ..__ .�_ . �_ . w._�_ . ._ _ .a..._._..�,,.�__��f�'a", ---�� � ��. .: ���� ! � , 't^.�� � �.���"'�'��-� 1 C.������� ��..���;��� � �v���`"1� �'g�c .� �= C����.����.} �'-'=-r,�� �� �-, ���� _��� ._ __s_w... __ _ � - - � � _ _e e m__� �_�_.__.. �.�,- ( re � ; ��'�'� tf�c,�cn� �3�'���..�� � l, 3 ���.� + t ° �l� t�rJJ�t?t,����� �`������VJ�����'�'',�` ""'��t 1�/�+,�,}"' �7��t� ,��"" �"" �'`�'`'' � � �,�!�'""'��'�"t "� �K — r }� ¢ ,J _ f �k , 1_.w—� ��(s���'I.�t� = t�� "7�t����� !�� ���1C. �,9.t _..__ � !"�. ��� d� �'�1. �`].(„�,t r'� �{ Z£�' ,�� �" t�' �i t� i T��t9 r I��f�� �" �T� �t�.� .a�t C7 �''rt`� �. �✓r ,!� } � , Y �tr „�-- �„/`r .�" ' �,.c.n nt,. � �,�+-i �... �+�7Z 1���' -° Y��G�r'c.t�'� ',�3.' �L+�k��� � //,�'�,�'`'' '�, �'S ,J`,f �� �� � � � ,,.....�. ��i ����� �'r�' ��=��.��.�'S�� �/�G��C.f� � �"� .� � (�,.C.� Y�,C� ��} ����� �= � ��1 t���.f�,�C. �� " .3, o t,o d '� __ _. _. �- ` � ?�� �.55!� � ��c� �c.� -t {��(�#�'}�"� = C� �` ��`,'�� , � � � ���.� (t.�„ ���— ���s}��a����(-�`'�,�-��'W�'����1'�j- �������t �����t�; �: _ -� , . � �� , *"�C `F�'^ /f �„ j,�(Jy K l�' C,`.l,L� �:lLtj;�,,,' t f .l J I? R 47�7� . �^' 1�' � � .. ... � ���t��i � ° {�, ��� c��r �� '" �� ���"���`�'� t �o'.��� ���+1� �(ai�'�� ?2 r���� W �,'�=�.�r c��1�1� �"Z t�` a_____._�._�._w _.._w� ss�l Copyright 2431,S��A Engi��ers . ���-,r� En �in�ers ,_.��_._._.,.._....�' ��r�r�c-r �;�;,,,� �'_ '?��'� ��trt�ctural & Ci��it C�nsulting �ngineers .�t�B NC�. _;�� FIGCTRET� BY �'1.�7-� 229�� S�292nd �'I�ce � B1ack L?iamand, ��as}iin�;tc�s� ��C31(} CHECKEL��3 k` I)?�TE ���1�„ Si-CI'��T�{?F (��� R��4�I(?17 �� __. .. _ - �-.. �, ,,... ���'�------� )����, ���'t,P.CYi. �� 1 t_ � �,t rv_ 1�c'y+-, 4Ja. . � ��(,� ��' � � ; � _ _ � � ��m.�.____��..�w� � �_ _____ .��.��a_e._.� .__ _..___ ___._ . �a..� t��, ` �����5''��� ���``� - .5�7�"'.� ��� �- s� �� � � � � � `������'�J 4,°yE�4 �� � �t'�"' � .. t G�}�,�"- ;7..> ��t". �- � �����`,�J;t���"= �� .� 7� �''r, _ _ . _....._. . ._.�_.�._.. �,t= C�. � � ��.�u� - ��.'°���5-�������� : S`i�-'''�� �-���.. -_ �',/� �� — �,�, � �,����,�'- 2 .�-�k ,� �'ti �� ` ' ����;` , ��. .... �x �� cr��:r,��nk za�z,s�c��„����r� SE+G�. �ngin�e�s�, ������� �i��za������� 5tructuraS�i L;i�il Cc�n�uliin�En�ineers Jral�I�6�c�. 11-�17 t��,°: t3AT 22��R SE 292ntI�'L {3��}4�G-1�17 � Black Diismond,Vr`A 5�801Q Ch�ck�t3 Date: i�612�l13 Sht. I.ATERA�. �C�AD� - �Alternate ASC}} S�I�t�{iC �laximum 8as�Sl�e�r,V = F S�� W �q. 12,14-11 R wher�, �° �.1 Two-Sts�ry�Building S��= 1:OCl �� ° 1.� Fa= 4.�?� (T�bie 11.4-1, S�> '1.2�) #�= 6.5 l"�able '�2.14-1 W= Seismic VV��ght ��r W: W,��= {4Q ft � ( 38 f4} (16 psf) + (2 ) ( 40 ft+ 38 ft} {4.t?�t ) �9,5 psf} � 3p kip� Wn��„= {&{�ft) ( �8�t ) (1�psf) + �2 } {4�}ft+ 38 f#� (8,5#t ) (9.5 psf} = 34 kips W tc�t�! - 641ci s �?�si�n B��e 5he�r , V= {.1�9} (F>�kip) � _1 D,9 kip � � 9 0.9 kip - 7.8 kip � � :.�. _� 9.d WIND q�si�n V�lind Pr�ssure���� K��p��c; Eq. 28.�6-1, �ect. 28.6.� wh�re, �= 1.t1t3 0- "1�ft Fxpaswt�e E3 �ig�re��.6-1 = 1.CK� 2tI ft = 1.QQ 2�ft = 1.00 30� K�� �.0� SecEian 26.8 P�� = 17.7 psf 11fl mph �igure 28.6-1 (AS�J} P�.��= ( 1,U4} { 9.flQ } {17.7'psf} = 17.?t} psf (x Q.6- 14.�i2 psf} �'�o = ( 1,C3{7 ) ( �.�0) (47.7 psf} = 97.7Q psf ( x��6� 1t�.�i�psf} P�� - { 1.Q0) � 1.Qt� } (97.7�sf} = 17.70 psf {x(},6= 1U.62 pst� P� = � 1.i1� ) { �.C14�} (17.7 p��} = 17'.70 p�f (x Q,6 = 1�.�2 psf} Design Ras��h��r: (Wind) Vi�,= {40 ft } { 'I Q ft } ('17.7 psf) + {4Q ft} (5#f} {i 7.7 psf} + (40 ft� {5 ft ) �17,7 psf� + {4�ft) ( 3 ft) (17.7�sf� =16.3 x t}.6 �9,8 kips V�s= (43 f�) ( �f3 ft} {�f 7.7 psf} + �43�k} ��ft) (17.7 ps�} + (2��#} (5ft } ('17:7 �s�} + ( �Qft} { 3#f) (17.7p�f� -�4.4x0.6 =�.7kips 7h�;r�f�re, Wind Loads Gov�;rn fc�r l.at�ral Design-FronklBack Wi�ti ��ads Govern fior L�teral t�esign-Sidet�ide �oprri�t,::osa,s��n Er��inr�rs ��+�ar��Il�@I'��/ t��.���c°r �,-�-�-�— �,�.�'.� �tructurai &c Ci�iT +Consultin� F�x�;intcrs JC3£�Nn. �i,�G7�� F�ICftiR�U Et�' /:�...��" 22'33�I S� ?;)2n�i F'laee • �31ack Ui�mc�nci,Wa�hir,�tt�n ��3{)10 f�;�/�� ���x �t��n�fl�� • �� t��� s��-�t�1� c��c��a�� r��°r� � �j�z, s��r �c�r= ._.w__ .. w.. ..��{��� ���u_ ����� � ���� ����- �� ���� .� , , � ..� � � , .. � �} � �'��fi`��"_} t�� � . _ �.m�� �:_--_. ~3�c.r�� �'��" �_� �m �' �_---_� , ..� �.�._ �.,���µ.�.�-:���C , � � � , � . �� � `� �jL�,��;a�,� ' ��1� � j -� ��.�,�t,ia � � /��r � .. _ .. . ..m _ ..�.... � � .� , }�t,°� ' ,,; , �,�� Z, �jC� r�»� �' �,����"����.������� " ��� `���, , �°�+ , r'' p�`.t�'���t�; - � �W � r �,. �� #�`�^ 1�i � � ��'�,�c� ���r � ��� '�.t• �,�`"' �r � � � �� t�w't?��,�,�� �.f'�'�!�,. ��.�`��°t c. � Z � ! �;�� 3 ��vC?�° � �-� � � t�v �,�'— �� � �G°ta�`�tr �� �3��. ;� ,,�� �'�t�° jt�,�,_ °��� ? � � _'� �� �, � �t�'������' ` �� � ,�L C � � �' �,�.,�. ���:��-� � ��= - �-,�7 � �.� ��, _ �_ �� ��' �� i � �- . ,���� ��,��' � , � � � ��� _ J r �E�7� , �, _ � 1`��,.�» �} ✓',,� ' L�' W!G j1"J � „ _, _..__..,.,..,.__. ��" �—�- �t�T��� �..�..�.... �� ��,��/" � �°.'r�„��7t¢ �`r= t�,�'��'/����� Z.�'��` 1 '`� � �t ; . �._ � _. � tc�-� � '`� 2 a 'a""}� L.�"+`t°1�+�.� Gc�pyri�h� 2t311.SECA I�:n�inccrs 5��.�r.ti EIl lIl#..'@� PRC7J�C'� '' M "'Z� Struc;tura� c�: Civil Cons�ICi�� �n�in�ers �°'.���' `" �.�� .1t��3 N�o �-�-f'J!� ��GL�i2Et� EiY �,�✓r"7a-- ���3� 5�2�2nd Place • �31ack 1�iamnnd, Vv'ashington �}�Q1CJ �;� � C���CI� t�8fi-10�7 • �ax �3f�) ���i-l��f� �H�CF��D B�' �AT� ,`'��a�:,y 5��T "�`C7� ...�.._m_. ._. .� .._ _ _ __.3..__�..._�,_.__�.�_.w._�._....�. ...����- 1���� ��1�� .y���� ��- � -� ; ���. 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