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2198-2 Structural Calcs
t - . GEORG� GERGIS, P.E. CIVIL-STRUCTURAL-GEO TECHNICAL 12702 "'•31t�'��-e E PuyaNup,WA 98374 (25z)?41-3334 - - STRUCTUIZAL CALCULATIONS For Level Design, LLC 11/20/2012 Engineered By: George Gergis, P.F.. ; -� ��,�� 3. �� Client: Level Desigtt �� ,.kY 611 Yakima Ave r�'-�" � t= '�w,, Tacoma, WA �5 ��. � ,' -- �'� �t �. ��,s - ' �, �:"�.�.'�;g.._..._ Praject: Two Story Sin�le Pamily Residence � .�y ��. , ,.� 3 : , ,,:..��a� ,� Site Address: Basie Plan ��� ' � ,����� � ������,,,�;�- Arehitectural Design by: Level Design � �:;�, �� �� � �� _.� Pl �19 -- ��-, �� � � an.� $ � Code: IBG ?009 Roof: DL; 15psf, LL: 25psf Floar: DL: l Opsf, LL: 40psf Seismic: Zone D Wind: 85 PMH. Exposure B Soils: Type D Note: 1- Calculations are limited ta the gravity and lateral of the tti��� story structure SFR 2- They- are not valid yvithout ori�;inal stamp. �- S�e plans for details . � �,� S � � ,, '.� - t'a f��J,_P ��� �� ;,'_ � �� U7 J �o�0� �^ i� J\. ��' -�- E "1'��" o��i -[� ���c�� �. i��} .�v� '���= �`�. o;_n3 r,,r� � � t�� r_�r ���,�\ ��,��r�;�, : `�`���� ;+ ;� '°t Y'f-.s ,,�s, �..s�';c�- - `� �__ �'� � �1J..� '!_... �=(�f �, � '�f��4->? ��, � ,— ��, � ��;��.�-. , � r: � �.�-�-.rt.�..� �� ��, ���� ----l�� � �-� �� �. �; � � i� � �_Y , �c�{��}- ,,,- ��t�� , ��j ��=� . � � �� ��f°��� f—=�x ��, 1 (:�}-f�_�'( : Y��� [ �r +�`t-� ' \, ,, T7 � r J7 ._l � , ��r � � F J i._.�i I � -�--��� ��10� �� t- � �, l -{ y ,.' oC/ I�'I('v�rt d� t� �C aCS�� l�'�I^,Ct�, n�S ___ ,_. �--_._.___._��� .. � �� � - . � �� f;c.�?.::a�':� ^'�� j y (�1,.1{ �'F' _.__J...�i P-.�J�ll�"iS��f`,.fl i.`� `V f�-�1 .fh � ,r:��`� i.�(_.}�} '� .�x� i .}. �.. `'�r y � � n ( �-'�J �y 1��(-t-:~ . �`'1 ;k� (; •f i !'`� f` ,��� � $ , ! �r �- ,/-�'' 0'�4 � � C� r ' � —� , �� , �.� �'x� /`r c+� ,� -� �.--_.._,__...____,�.._._�,:`'��. � � J - r�� s 1;�•,� �wr�., t r � 1 �� � � - � -�� � � �.� } q� ���.` � �j �c,?-� -.�,-���,° 2 ��� �� f� f-�---�j � ___-______,_..._._._____�t_}_____. f '- ��f�v � f�'� � `�,�C-� '�F` °<; �-e�� �-------�---.__---._..___._ t� � � -.,� �4��'=...-�-._ � �.:,�-_ ._ ��__ ;�; �, t �-- ��� � _� , �.� ,,� �� ,=�.�� �� � t�` �^ i 9'�`�, n � ^�I`� � �,� t � _:r`. ;1.21; . {._. __.. �y' Ua`,U t i -.� ._ � � � � � h i Y � P r1'u � � �. � q � , ,� r1� � �� ' u i:.�3''.., r� �' . �C � J c^� �� �'J�O ���U �l � �^�. � t � �J i % .' ~ ' � �l �..� c�i'('�' �, ,� . �-�f,,.r � ��-�(�t rr\�,, �`���� 1 � U , 1 r�,O, \ � _ --'�.n!>ti � — V � �� c, i � 1 �� } a �['�rJ � i'�, T d �" q ,� � \ � � � ii � ` `�.,t7 r� �A In -�„(t7�d _t. ��a.� � � ^�� ���'..lj`�'�s � -f'j f�°?CJ � j��� ' , C � �, �at�� �_.__ _._ �;.��--_ , � _ r __. /� _ °�"°�G��' ____ � � �___ __ _a _ - _ .. _._____ , l ,�.�,� ____. ____-_ ; �`�� _ ° ��r � �' rj r-. � �,. � q��' �a lts . 3 � d?'Y ��;,vr (��!-(�r v.�j tY..;i��t�:.,_c._ � 3� f �� ____.....__.._ . ..._'___ i (o _._......-- .._...._....� :.. .w.._...... -----�• --- �_:__-_. ..._......._.__.F - �— ((��.b�f"�,_ !``�.� .Y i� �t,U � i e %J� U � � �� r�" �.., L��' � y lcr��7---r'. . �—�ti l��.°-� ( ���� t �s9rJ `�, ";�.`7 - _ ..___._.`_�.____-_.�_..�-_�_._�_�---'-_--. � t� 7� �'�,_. _�__, � , ___�.. ..�. ______—� __ _.__..�_� ,�a �\ _-r-- in � '(.���✓.a,t r C,v_7.= /-t�)`,l�.. . 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'r__.�., i _.._ �� i �—_.�� � � _� ��� , �n � r� Y ti✓ �- � '`�� �'" c,!t?(!S �"�� ,�ar N __—_.__«� ��-r� _ _ =�0 LX��4�? � � r , .. _ , - ,, f r � X � � J�',,�--, j � � �, �jv-,�/! �, j�r',- • °7{(,.r,` ( � ��`;".J t�( �( �,�•�.S 7 �_�.� � _.__ . �. � � �d d� � r o4C1(� o � g _ �/' _ 4-� �� • !'� it�(�� �, �,'�-' a�`7 '�r�ti N: � i _ � �� U � ���' —��-��_ :�s U��.� �� , �. �� �T�r� ��1� --� , � � ���'� � ,����� � � �� � �C,���':� �;fl�,�;-� � r �s�i C�s�e����G._---� G . � �r'_•'=i? � �d r�9./-� IXS 1� �Q'f- y` � E' � s � . r ' �i�.i.'" t�t(�t'� j C7� I'�v;.i.�'f�.� jT/���/—."`�� C''cfZ� 51�4l l£'r,`=``��yr !7 ' - R��� �����q �r�ff �;.•-�. ���c�?f�'-�c-.�, s t � 2`?��`�..+y ` � (� : � _ -1- v �- �'� �rL�� ;;�",•. ��{r� � i� �; 4 •,,�'' � ,,,,.� '°�' " ( a-� � ; `-� 1' E�' i-2��-�✓ �� . �L�� t '�/��t,�� (�.- —ar�.3 ;�^ �r � ��- '� �� - _ �4 °� � r.6�� � ;•�"c� - �s-� �;: 13b3 ; ;,,. , {,� ����i;�>-�;,t;�'� � ;°� /`�.:- � � t'-6 �,,4-- � �,s1 •.����:} "�MI � � � t� ± �' � � ,}�L l � �, � �, ' �/ ""-;�;.. � � � � � z � r ��L�� ',J .-� ""�� _ ` ' �� Main'S�ind Force Resis#ing S4stem.-�liethod 1 h S 60 ft. Figure j �, .�. ` G Design�4�i�Ctd Pressures _�. ,. � ,-. „ � IFI``f:'\+/ r� �I /"�`� � � �l~ � / \ �� `.\ /• � / �� :►-�� .;���� _,. ,H, ,��` � � � _z � ! �� r .._, ���. : ,Hj, �F, � � ; � � -,\ iC „�� � -�__ _\ `\ ;�,�`p � ' G-.-�E '- � . �� l`��l �� t y. . �- ►,���� ��:�- ��._ , - �.�:. � , :_ - !>:_:=-� '` . - �:'`y:-i '� ' � 1 - 8. -!`,S� i i � =� i� �T._ �=�ii r �_ ,-�✓/'•.-` iD? ' /� � -�` �Y -.� �'/� -- - .:;�,, � , - . �� ,,, • - � � . ���. � /./ / �.�j' '�' C i � `[ � ��� Re:erer�ce�. \, v�`a�,` / / 4 , j \r� �. \`` - _, _ ` � i 4�R- Gc�mr �.�{�`7 A�, � �� � 8 ` _.� i 4 � .' � V'+ �: - `:��`'� 1 Transverse '�% � _ _,��-•�.%"" ^ _,' � .r �,��!,� �i /.. �� � f� ' � � -� %- -- � ��. �� i --�, '�.�%� -� �'-`�!'A���• .. Cr.,v .��._1:%�'`� Longik�fi�al ��a i �- I�ioYes: 1_ Pressures sho�vn are appfiecI to the hozizo�►tai and ver6cai projections,for exposure B,at tt=34{t(9.i m),I=1.0,�d K„=1.0. Adjust to � other conditians usiug Equatiun 6-1. 2_ The laacipafterns sho�vn shat2 be applied tn each comer afthe buitding in tum as t�e reference coraer.(See Fi�,�ure 6-10) 3_ Far che design of the tongitudivaT R+ri�'FRS use B=[3°,and locaie the zone E'�,G/E�boundary at the mid-tength of the bnilding. �. Load cases i and Z must be checked for ZS°<8 5 45'. Load case 2 at 2�°is provided anly for inteigolatiun betweeu 25°to 3U°. � �_ Pius and minus signs si�il�y pressrsees acting tnaard and away from t�e�rajected surFaces,res�ectively. 6. For raaf slopes otticr than thase s[mw n,linear intergotation is geffiiued. 7. The total harizonrai load si�all not be tess ttzan that determined by assuming ps=0 in zoaes B�D. 8. The zone pressures regresent the fallawing Hori zontal prssuce zones—Sum of the w-indward and leeu ard net(sum of intemal and exTc.�rna1)pressu�es on vertirai projection of A- Eud znne of waII C- Inieriar zone of wat2 8- End zone of raof D- Iriterirn zone of roaf Verticai pressure Zones—Net(.sum of intemat and externai}pressures on horizontal pmjection of E- End zone af wind�vard roof G- Interior zone of windward roof F- End zone of teeward maf H- InYerior zone of leew�d roof 9_ Where zone E or G falls on a roc�f o��erharig ou the windwani side of the buiidit�,use E�t and Ciox for the pressiare on the hcmzontal projectiou of the overhang. 4-erhan�on thc Ieeward and side edges shail have the Irasic zone pressure appiied_ 10. ?Vatatiw: a- 10 percertt of Ieast harizantai dimension or a.4h,wlucl�cver is smalIer,but noi tess than either 4°'a of least horizonial dmmension or 3 ft(4.9 m�. h.- Mem�taof height ia feet(meters);except that eave height shall be used for roof an�es�10°. 8.- Aagle of glane of roof from horizontat,iu degrees. � _�.... . xx- � �:"�f 11ain�`Vind Force Resisting System—i��Iethod 1 h<_60 ft, I%i�ure 6-2 (cont'd} Design�'�'ind Pressures �alls & Roofs - Enclosed Bnildin�s -- Adjustment Factor for Buiiding Height and Expasure, � Mean raofi Exposure - het tst ttt B C D 15 1.OQ 121 1.47 20 1.00 #.29 1.5� �5 1_0� 1.35 i.6t - _ 3a i.OQ 1_40 1.66 -- 35 1.d5 1.45 1.70 40 1_49 1.48 7.74 45 1.i 2 1.53 1.73 - 50 1.16 1.�6 1.$1 55 1.79 1.59 1.$4 60 1.22 9.62 1.$� - - ASCE 7-(15 �� iblain ti�'ind Force Resisting System-1lathod 1 h.�6f1 ft. ',;�`� _°,� Figure 6-2{cont'd} Design�'Gind Pressures , �n�2�ea B�a�gg� �alls � Raofs - ----- Simpiified Design Wind Pressure,ps3o(ps� (E�osure B at h=3�tt,x>= i_o,w;r t=�.o) m zones Basic Wind Rccf � �{Q�anta!Pressures Yertical Pressures Overhangs Sgeed Angle � fmPl�l {degre9s) � A 6 G a � � G Y Etti Ga� O to�' t t 1.5 : -5.9 7.6 ' -3.5 t3.8 -7.8 •9_0 ! -6.1 -19.3 ; -15.3 iD� S 129 -b.4 �.6 -3.1 -73.8 . -8_4 -9.0" -f,.5 -'9.3 -15.i 15' 1 14.4 ; -4.8 9.6 � -2.7 -13.8 i •9.0 -9.� � -6.9 -19.3 ; -15.� - 8� 2a` 7 7�.9 -4�2 i0.6 -2.3 -13.8 -9.6 -9.$ 7.3 -193 � -i�.i 2�' t 14.4 2_3 l0_� , ?1 _5 a -8.? -4.6 -?.0 ":_9 _1v' 2 �� �_ _..W , _� _?.4 ! -4.? -0.7 ' -3."u -- _-- 30 te 4.5 - ? 12.9 F 8_8 10.2 7.0 7.6 -7.8 €}.3 -6.' -4.� -5.2 � 12.9 ` S.B iC.2 : 7.� 5.G : -3.9 4.3 ' -a.8 -=�S ; -"-..Z 0!n�' 1 12.8 ` -6.7 &5 -4.D -1M.� ' -8.8 -'.Q�7 -6.8 2"•.6 ;' -to.9 10° t t4.5 ; -E.D 9.6 -3.5 -i5.d '; -9.3 -1D_7 J2 -21.� -15.9 15� t 16�1 $.l 10.7 -3.0 -i5.� -1Q1 -i07 ?.i -21.0" 70.9 {�O 2q' � 17.8 -4.7 11.9 '� -2.6 -15_" � -10.7 -iC.r -8.i -2'.� ' -ln� _ 25' i 1$.1 2.0 ??.7 ; 2� =:.2 . -9.8 -5.? -7.3 -i33 ' -1'.a 2 �__ .�_ � .- -2.7 -5.3 -D_7 '. -3.�1 - -- 36b45 1 14.? 9_9 13.5 � '.9 i.t . -8.8 c?.4 -?-5 -5.1 ' -�.$ ' 2 1Qa 9.9 11.� j 7.� 5.6 -d.3 4.8 ti?.1 -�.i -s.8 Gbc5' 1 15.9 , -8.2 t0.5 � -4.9 -i5.t -3L'-8 -13.3 : •B.S� -26.7 '. -2Q.� 30' 1 17.9 -7.4 13.8 -4.3 -15.1 -t':.6 -i$.3 ± -B.° ?6.7 ; -20.� t5° 1 19.9 � -S.6 13.3 ; -3_8 -1°.t ; -?Z-4 -i3.3 : -�.5 -26.; -Z�? -_ 11JV �= i �_C ; -5.8 14.6 5 -3? -19.1 �3.5 -t3.3 E -t0.1 -?8.7 -?0.9 _ 25' 1 13.9 ? 3? i4.4 ; 3.3 -fi.8 ! ?2.n v.� -9.7 -1"0.� � -1-'.� �-�. 2 - � .� � � -3.4 ; -S.5 3-9 j -�1 ---- -- - 30 io 45 ' 1 17.8 122 14.2 . 9.8 1.4 -t0.8 �3-5 -9.3 -6.3 =�� = _ Z 17.8 t2.2 t42 �.S o.9 -�.? b_9 -3.8 $.3 -7? 0 ta 5' i 17.5 -J.0 �1.0 " -a".4 -2#_i -?1,9 -14.,' � �.3 -29? : -23_�J 10' t i9_� -B.2 .3.1 -4.7 -21_t ; =2.$ -:d.7 � -9.8 -29.� i -23.L� _- 15' � 2;.9 -?.3 14.7 `: -?2 _i.; ; -;3.< -#4.7 { -?0.5 -�Q..< :� -7�.� " �n� 20' i 24_3 -6.$ S6.t -3S -21.? 1?.� -14.? -ii.j -2°.4 23.3 - V Z5' 1 21.3 3.5 15�9 3.� -9T ?3.2 -7.t -S0.? -',3.2 ! �g 3 2 .__ � --- --- -3.7 � -7.3 -1.0 ` -4.5 --- - - 30to45 t 19.5 i3.� 157 i�J.B t.5 -i1.9 0.6 , �0.3 -i.a -7.9 - � 59.6 i3.5 ?5.� i�.8 �:0 5.8 5_5 -42 -6.° -7.° Q to 5' 1 192 , -10.0 12.! -�.S -23? i -?3.1 -16.� : 1�.1 -32_3 -2a_3 _ tfl= i 21.0" ; -9_Q t4.� `:. -52 ?3.1 ? -id_? -16.� 1 -10.8 -32.3 i -25.3 _ 15' t �4.1 -8.Q iS.� -4.5 -23.' -i5.1 -16.� -1?.S -32.3 -25.3 ,��V 2C' t 26.0 -7A 17.? 3.9 -23.i -16.Q -i6.Q -72.2 -32.3 -25.3 _ 2S' t 24.t 3_s 17d a.4 -�1_7 i -;4.fi -7.7 . -31.3 -19.5 -�7.0 p �_ _____ --- --- -d.i -,'.3 -1.1 � -�.1 -- -- 3oto45 i 21.6 � 14_8 7;.2 ; 1i.$ t� � -�3.7 �.6 ' -1t.3 -7.6 ` $-f 2 21.0 14.& 172 11.8 B.3 -6.5 7.2 -�+."v =t.o" -8.7 - D to 5' 1 22.8 � -11.9 t5_t � -7.d -Z7.� � .t5.5 -�8_t ' -1Z.1 38."- -3Q.1 1�' ? 25.8 � -10.7 1?.1 � -6.2 -2?.4 -16.6 -i3.1 ; -12.9 •38.t -3�_t 15° 9 28� -9�5 i9.1 -5_4 •2'_� � -17.9 -19.t ' -13.� -38.'. -34.5 ,�2� 20= � 31.6 �.8 2i.i -4."0 -2r.4 ' '9.1 -;S.t -74.5 ;3�1 -30.� 25` 1 28.� 4.6 24.7 , ?.7 -?2.7 -':7.3 -9.2 -13.9 -=`?.� -2rJ� 2 -- - ---- --- -�.8 ` -9.? -t.S -6.�J --- - 3D tD 45 � 25 7 i7.6 24.4 ; i4.0 2.0 -15.� 0.7 -13.4 -9:� •iL�.3 � 25.? f?.� 2Q.=i '4.0 9.8 -7_7 3."a -5.5 �_? -14.3 C:ai#Conversions-I.(!fi-0.3t��#�m; i.Q psf =0.��#79 l�'tifm'' 1 ' ��` �`1 �-'�'_ �"�`��`:� j.�i� � .-•r 4 r�,' i� � r: _�r. >.. � �':�'�' `��`�.� ''�.1 �,, � � � � �� � � � --�.--- �-��f �� � t �':�.'� r ���c�.-- �� �I� ,.'�l `�� - �.r.���=_ .�,� 4 # � . �� ��� � � �."� 3�, G�. 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