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1922 Structural Calcs
GEt?RGE GERGtS, P.E. � c�vi�-s�RUC�ru�ai-��a��c��v�cA� z��o? ��z"'a�e � t�uyallup,WA 98s74 (253)'41-33;�# . _ STRUCTURAL CALCULATI4NS For I.evel Design,Inc. 14/18/2012 �+3��6�1 � ,-1 . En�ineered By: Geor�;� Gergis, P.E. Client: Level Design � 6I 1 Yakima Ave � ���� �, �---�---..�' : � � �--��. Tacoma,WA r� s l : �" � ,� ;,�: Project: Two 5tory Single Faxi�ily Residence �� � Site Address: Basic � �� � ��'������ �,� �- �� _ , _. � .a ��t Architectural Design by: Level Desi�n Pian 1922 Code: IBC 2fl09 Roof: DI_.: 15psf, LL. 25psf Ftoor DL: lOpsf, LL: 40psf Seismic: Zone D Wind: 85 PMH,Exposure B Sc�ils: Type D Note: 1- Calculations are limited to the gravity and lateral of the two story sEructure SFR 2- They are not valid without original stamp. 3- See plans for details ����-�-� � F� f r ��,�"� ` r1��`_j � }-�' _ .��� �1.0� '�� � � T- �- �r .�i.- � ��r, � � �y-r . 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Figure 6-2 r. G Desi�t��td Pressures =_- -• ^ '^ ° �� �� - - �� ���'��� �� � �� �`- .�� � ' � � _ f��-� { � �_ �-���-} � ' _�� '��,.�-�. � � ���� �� }� .� ��� � � �t.t �i � ; �H' 'p� l t � I '. � �,..�-�� t C� �� L'� � � i �{ c' ;� �, r : ; 1 � 1 = ,_ _�,�, I � � � _, � i �- _ � _�-����� -���i�� _ ! - ����� ���� .� � � _ �` I ; - �:�-ti.� 1 , � , � ; :� � E ,�.� I � 7.. �, _ � � � � I 8 i � - .�. ` D _ '� �; € r - �' � ��� i �— ,�`'�''�'= :.� � � ,,, �:' �� . �c, � r � ,. ��� - 4-�'B� � ' � � -_ _ ,-�� : ���..:, � _�� � � `���� � � ' ��` e � I G� � '� ..� � �"�--�� �-;._ ` � _ � „��,�� � Transverse _,,� ,' - 'A � � � , � �;� �' �, C � ,, � [ :���-. _ 1•�" � - .�,;�' ,-c� ,.'_.`�.A .� .:: i._� �a ' ������r -...,i.. �y% Notes: i=i.0,aad K�=1_0. Aeijast ta � i_ Pressnre.s shown are ap�tlied to the horizUarat and vertical projecdons,for exposure B,at h=30 fa(9-1 m), atfrer condicions u-ung E9ua�tx'�''�. 2. The ioad patterns shown sba11 be apPi'ecI n°e��comer of tt�e bu�ding en tum as the referen�.'e carner.(See Figute b-10) 3. For the design of the longimdinai Mw'f EiS use 8=�°,and tocate the zone E'E,G/f3 bonmjary at Ehe mid-length of the buildirsg_ � 4. Load cases i and 2 must be checked for?�°<g <45°. Load case 2 at 2>°15[1YOV1aCd OIIIy{Oi II1Te[p6I8tIOR�[wP,CII ZS°ta 30°- �_ Plus aud minus signs si�P�sures ac�ing tnu�acd and away from the projected surfaces,respectively. 6. Far roof slopcs other than those shaw-n,l.ine<rr internoiarion is peimitted. 7_ The tutal hasizuntat ivad shall not be less t�an thax detemimed by asas.�ing�=0 in zones B&D. 8_ The zane pressures rePresent the fotlow in� resscues on verticai projection of Horizvnlal gcecssure zones—5um of the windwaxd and i Inte:cior zone of va11 ernai and exseinal)P A- End zone of waTt B- End zone of roof D- 3ntecia�r z�one of roof Vertical pxessure za�s—Net tswTt of uiternai aud eactemal3 Vressums an hori2onrai projecuon af. E- End zane of w'srndward roof G- Inxer�r zane vf windwazd roof F- End zone of leewazd roof H- Inferi�r zonc of leeward ro�f 9, �7Vhere zvne E or G fails on a roof o�=erhang vn ttFe windward side af the be�ilding,use E�and Gc�+for the pressure on the hcnizont�ai projection ofthc overtkwg. Oe'erhan�'»the Iee�ard and side edges shall have tlte basie zone pressure applied- 10. Notarion: a: 10 percettt of least harizontal dimension or 0.4fi,whichever is smalier>but not less than either 4%of Ieast horizarrtal d�c:ns�on crr 3 ft{0.4 m). es�l4°- h: Mean roof hei$h�in feet(�neters),except that eace keigbt sliaEl be used far roaf angl 8.- Aagie of plaue of roof�om horizontat,in degsaes. aa _.__.... . n�_��� ....an 6nr QuiWinn¢S�evi(1lhar CTnvf��ra� . ..._. . .. . .. ....... __ �i�W'ind Force Resisting System-:�iethod i h_<GOft, Fignre Cr2(eont'd) Design�'ia�d Pressures ��lls & Ro�fs Enclosed 8uildings _ _._�-. �impiified Design Wind Pressure,Ps3o{Ps� lExpasure 8 at h=3Q tf.,K�:= t.Q,wrth!= 1.Oj . _ � _ - Zones - �� �% Basi�Wind Rocf m Verticai Fressures Overhangs c� Horizontaf Pressures Speed Ang4e m _ F G H Ea- G�^ �', ?r a� i� (mF�) t�9rezst ° A 8 G Q r 0 to b' 1 '1.5 •5.9 ?.6 3.5 -13.8 •7.8 9.6 •6.1 -'9.3 -?5.i ,p� } ,2.9 -5.4 S.o -3.1 t3.6 -8-4 .8.6 -5.5 -"9.3 -�5.? 15= t t 4.4 -4_8 9.^0 -2 7 -13.8 .9.0 -9.0" -6.9 -193 16.' -?3.8 -9.6 -9.6 -7.3 "S� -��.? 85 20y t 15.9 -4.2 10.0 -2.3 _-,t c �.,. 2's" *, 54.4 2.3 t0.? 2.• 5.n -8.? -4.5 ?r ---• -- ,-. 2 ------- __-_" ----- ------- -2.� -4.% -C.r -3.C: !29 8B 1Q.2 7 r 1 G -%`.8 D.3 -6.T 4 5 -5� 30�45 ' 3_9 �.3 -2-a 1.5 -�-� z �2s ' s.s �c.z %.a �e 8.5 4.� -1ad -8.8 -'.4.7 -6.9 -2':.0 -1o.�s O±o� 1 12_B -&_� -:�.9 10' t 14.5 ; -6.0 9.6 -3.5 -t5d -9.4 -IG.' -i2 -2',_c 15= 1 16.1 -5.4 ?0.7 -3.0 •15.4 1t�_1 1Q.7 ?.� -2'.c tc.9 � 3 -1�.; -'0.7 -B., �?i.6 -i5.9 9� � � 1?.8 _a,? ?1.9 -2.6 - 5- - �°3 -�;.1 25" i 16.t 20 1?� 27 7.2. -4.$ -�.2 �B -- ---- - Z ----- ---_ .-- - -2.? -5.3 -0.? -3.4 - i.7 -$.B �.4 7.5 -5.' -�.S 30 ta 45 i t4.4 ' 9.9 11.5 ?-� �.B - 2 i4.4 9.9 11S ?.5 5.6 -4-3 d.$ -3.*. -5, aros� i 15.9 -6.2 10.5 -4-g -i 9.i -'�.3 -13.3 8.4 •26.,' -?C� t0' 1 1?.9 ?.4 t i.9 -4_3 -;9.? -1'-6 -�3-3 ! -8.9 -?6' 20_� t 19.9 -6.5 13.3 ' _3.8 -19.7 -�2 s '3.3 .9a -�E-' -2'J.9 15" 14.6 -3.? -19 . -'3_3 -'3.3 -1�.1 -?5.- -?4.9 7 1 W �� 1 22 0 �. 0 8 -'o.s ' -1-"--� 25` 1 19.9 32 fa,� 3.3 -8.8 -"�2.0 -6.1 -9-; _- - 2 -- - - --- __- -3.4 -fi.5 -�.9 -�t.2 ---- ----- -9.3 5:3 -'.2 30to45 --i 1,T.8 122 f42 ' 9.$ Sd iG.d C� , �� � t7.8 i2.2 54.2 9.8 0.9 -��� �.3 -3.8 -0-3 ? I i?.5 -9_0 it.o -5.4 -2?.? -'�.9 -�q? -�.3 -2o:s -23.J 0 to 5` _�. i _;a.$ 14.7 -9.3 -�c 3 -�r 10' 1 ?9.' -6.2 "3.1 -4-� � 1? �� ;?- 1A.t 'i�^.3 '?G.# "23-" 15° ' i 2'-9 ?3 54.; . ,.? - - 1 24.3 -$,t 1c.? -3.5 -?'' � _3.�_' -i4? -it.i -2?s -23.� 20° -#3-Z -?5.:� �Q.�} 2,5= 1 21.9 3.5 15_9 3.0 -9_' -'32 -'-1 -'�' „ .�. •3.? -?.3 -1.0 -�.6 2 -- ----- --- - _ -,� n -10.3 -o.� 30ta45 ' 19.6 53.5 15.' �0.8 i.5 _„g 6 -42 _8.9 ,+'.� 2 19-& i3.5 ?5.' 'D.8 7.0 -5.8 6.5 t 19._ -10A 12., 5.9 -23.' -'3.? -1fi.D ' -10.1 -323 .?�.3 0 to 5° � � � t4.� -52 -23.7 _14_` -?5.0 ; -5a.8 -32.3 -?5.3 t Q` S 2..6 -9.0 15' 1 24.1 -B.� i6:'J -4.5 -?3.t -SS.i ?6.s? : -11.5 -3c-3 -25.3 it 1 ' 25.6 -?.6 t 7,7 -3_9 -23.i .1 g.0 t 6.� ' -t 22 -32.3 -25.3 t 1 O � � ' � -i'.0 25= i "e4.? 3.9 1?.4 4_0 -tG.7 -;d.6 -7.7 -11.' -i8_9 2 -- ---- -- -�__ -=k.i -''.9 -?_t - -�.1 ---� ----'- =� 30iod5 1 21-6 ?4.9 7;.2 - 1L8 ,� ?3-� 0.6 -t'.3 -7.n �-' � T.L -4.D ':.Q "B.! 2 2i.o 14.& 11.2 1 t.S 3.3 -o.� � O tD 5= ; 22.8 -t 1.9 15.1 -7A �27 4 -15.6 -19.? -'2.1 -38.� ' -3a.? � t0= ? 25.8 -1D.' ,7,t -0.2 -2'.q -1fi.8 -=9.1 -12.9 -38.? -3G.'. 28.? -9.5 i9.i -5.4 -2?.� -'i.9 •15.1 -73_- -38.1 3G.': 15° -tg.i -�9.+ �d.5 -38-9 -3G'. 31.6 -8.3 2'.? -4.6 -�r.4 ��� 2(1' � .�.? ,^.0._ a_g 20.� 4.' -t2:? -`7.3 -9.2 -13.9 25' 28.0" � _____ ___ _.__� -- _-__ KS.B -9.4 t.3 -6.� 2 ----- i 25.� 17_6 2'3.4 i4.Q ?_.t�, -?S.o' J.? -i3.R -9.ii -?.�.3 30 to 45 -9.0 -'Q3 Z 25,7 ?7.S 20.d ?4.0 a.9 -�� 3.� -5.5 lreit Conversions-l.d�=0.3048 m; l,0 psf =(�.0479 i�'ti;m'' ASCE 7-05 ..., _._ _ _ _._ _ _ _ _. . � �'�� � j+� I i J � ,��-_�...' , �_ . . viain Wind Force Resisting System—�'tethad 1 h560ft. � Figure 6-2(cant'd) Design�Vrnd Pressares Walls & Roofs Enclosed Buildings ��' : ;� Adjustment �actor �,: �.:, for Buiiding Height and Exposuae, 71, �_ Expasure �� Mean roof �° hei ht ft B C � �' 15 1.00 f 2i i.47 �' , 20 1 AQ 1.29 �-`a5 :"- : 25 1.Q0 —_. i.35 _1.6i :�; $p 1 AO 1.40 1.66 -_ 3,5 1 05 1.45 1.70 � 40 t.09 1.49 _ 1_74 � 45 1.12 1.53 1.78 c�p 1.16 1_56 1.81 .�.,. r� 1.i9 1,59 �-� �` �,' 1.82 �-87 ��;,: 60 j-22 �::. �; � :T,. �' _ :�`: � �_.,. kSCE 7-05 _ __ _._.__ _. �^'['L�,y'a�� ?Uj l�..Z�J'<-.` `s�6 � � :t�f� R �_'' �_} _„ t �` �� c1J J �S�r��'� �'r�f�� i�..�,, .�-/ �`"1 � •`f� �,,f� �G r: _ �-> t ' "' �i G, (3� ' �r�j���l ' ���:� � �,; ,`�__�`�-�-` �__---_ ____�----_ � � E ` r---xS� �us�S,C�s rz-��`G_�`----� � f r'•"�2� �o r"OR/� c�S �' ��.�r— �:��. � , ,�^� f� '- t j/�]�J � �, � � �./ 1 ( i ` ' e't J'r,"' ^r? .�. 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