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2198 Structural Calcs
GEORGE GERGIS, P.E. � CIV{L-STRUCTURAL-GEO TECNNICA� 12701 '`11t''�,4`e E � P�yallup,1AIA 9�374 (253)241-333� . - . � STRUCTURAL CALCULATIONS F�r I.evel Design, LLC 1112Q/2�12 En�ineered By: George Uergis, P.E. • ,� v�,'y��'�;" i Client: Level Design , 611 Yakima Ave Tacoma, WA � :. .' � y n ,� � ,;�v.,,--_°_. Project: Two Story Single Pamily F'iesidence �'� `; . , �, ,.. `� - � � ;$ �, � Site Address: Basic Plan ' �=�� - .�:�� �.�. ,��-=� Architectural Design by: Level Design ;;_;y� .t�:, T ��'�,`��'`�� � '�' .' p.. �_ �..�.� Plan 2198 � Cc�de: IF3G 2009 Roof: T�L: l5psf, LL: ?Spsf Floor: DL: lOpsf, LL: 40psf Seismic: Zone D Wind: 85 PMH, Exposure B S�ils: Type D Note: 1- Calculations are limited �o the gra�-ity and lateral af the two story sts-ucture SFR 2- They� are not valid r���ithaut ori�inal stamp. 3- S�e plans for details -�,_ _- ,. ._ , , , , �. , , . .� .� r 3. . � . i � � � ��°`� f t ) � _�'+'�-f 'r�'. .. 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Figure 6-2 � �� Desi�n 4�'�nd Pressnres :_> „ � ..._ � _i � ����.. �- ;�:, ,,,r �� ,-- ��� I �_� � �� �,� F -���' �- .- �, '� �\� �f � r. f i F!� /�. �.-�' � � ; -L.��� ���� C _, ., 'H''iF� � � � � ��- I i_ ,`'� / .��� ' C �r�� � i l _ ���- r�,�� 'G.' E � _ I � � j ���� i��� -'t����� t :- :� . __ _ . .,, .:,.� . � ,--, 1�) � .i� E - �. �` � :r.,, _ ,;�,,: � `�, �,� �;��. ' .�i�'`� � - ��. ( � �..�,:� � -s..� ���° �! j � � '�� � �� '-:.�' � � � — - _<;�_,, � , , �``�'f / i " , ,`��°z,. � � � f � C' F i .�.�` �F-�� i� ��``�\ ���.8'� - � [ s-'• �" .�\\i� _ Rela�',ce\, I �" � � 'A `%� fFF�*� cG� '�j � ,, -r � E 4 �. �..\�� -`�( a r ,� �' 8. _ �� \�:�� t Transverse ! � ` ' � •r-���-�:'. �-=^ ' � � � - � �ya'._ — -.f.._ -;- �-..� '� ..s�,, ��'� �. �� ��J ( �'�� ' �� ; L �_ �r �. � �, /i` �/�• -,�� ;'i' '� � '� '�_...._�,a`r .t :" � ����--��� Longikudinal ��'a �� Nazes: i. Pressures shown are applied to ttte horizontal and vertical projections,far expos�re B,at h=3Q ft(9.1m},T=1.0,emd Kn=1.0. Adjust to � other cnnditiaas usin�Equatifla 6-i. 3_ The loacipat[erns sho�vn sha�t be applied to each corner ofthe buiiding in tum as the reference comer.(Sec Figure 6-10) 3_ For che desigi of the Iongit�idivaI Nfl'VFKS use B=t3°,and locate the zane F'F,G/��boundary ac the mid-tength of the 6uiiding. �. Load cases i and 2 must he checked for 25°�8 <_45'. Load case 2 at 25°is provided only for imeLpolation betweea 25°to 30°. ! 5_ Plns and�inus sagos sigaai'y presssures acting tncrazd and a�uay&nm dse��rojei.-ced surfaers,respectively_ 6. For roaf stopes other tban thase s[�own,lir��:ar interpotation is peffniued. 7. The total harixouia!load s�all not be less t�an t6at deTermined�iy as�i7ming p�=0 in zoues B&D. S_ The zone pressures represent the falloccing: Horizantal gcessure zones—Sum of the w-indward aad leeu ard net(siun of internal and�cternal)pressiues on vettical grojection o�' A- End zone af waIl C- Iuteriar zone af wa1l B- End zane of raof I3- Interiar zone of roof Vertical pressure zones—Net{sum of intecnaE and exiernal)pressures an horizontal pmjection o� E- End-zone vf wind�vard ra�f G- Interinr zone of windward rnoF F- End zone uf teewazd roof Ti- Ii�Ferior zone of leeward roof 9_ Where zoae E or G fatts an a roof overharag ou the windK�ard side of ihe building,use P�i�d Csox for the pressure on the horizonr�l projectiau of thc ot�erhang. Qverhangs on the lee��ard ami side edges shalt have the Irasic zane press�agplieci. 10_ Nataticm: a: 1fl percent of least horizorttat dimension or 4.4h,whichever is szua3ler,�ut nflt tess than either 4°1a of least horizonta(dimznsiaa or 3 ft(fl.9 m). h: _Me�caof height m feet(meters},except that eave$eight shaFl be used for roof anUles<itl°. B.• Angle oY plaae af zoof from hori2uataI,i�3egrees. � � ��?� ;�� � il�iain tiVind Force Resisting System—i��ethod 1 ���'��• I'igure 6-2 (cant'd) Design Si�'ind Pressares '��Ta��S & �a0�5 Enclosed Bnildings Adjustment Factor for Buiiding Height and Expasure, �, Mean rcof Exposure he1 ht{#t B C � 'J� 1.00 121 1.47 gp 1.00 1.29 1.5� 25 1_0� 1.35 1.61 30 i.0(} 1_�� 1.66 - 35 1.05 i.45 1.70 4U 1_49 1.49 1.74 -_ 45 1.12 1_53 1.73 54 1.16 1.56 1.81 -_ 55 1.19 1.59 1.84 6i3 1.22 1_62 �.87 ASCE 7-Q5 .,� � i�ain�'ind Force Resisting 5ys#em-1lsthod 1 h�6f►ft- �"'� -'--,, Figure 6-2(eont'd} I?esign R�ind Pressures y�,ra�s & Rvufs Enclosed BuiIdings ^ - ---_� Sirs�pli#ied Design Wind Pressure,ps� (�7Sf} (Exposure 8 at h=30 ft.K�- �_0,w;tt r=�-a) -__- .�-.-y y - _-- - _ a Zones Basic�nd Recf � �Q�o�������s yeriicai Pressures 4verhangs _ Speec! 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