Laserfiche WebLink
I <br /> NNEngineering, P.S. NikolaV Residence �p3pg L m�cd <br /> 9518 391h Ave.Ct.SW, Lake�mod,WA 98499 <br /> I. SEISMIC <br /> Lateral Analysis shall be based on 2003 "International 8uilding Code" (IBC), Section 1615 thru 1623 <br /> and SEI/ASC 7-02 "Minimum Design Loads for Buildings and Other Structures", Section 9.0. <br /> Desiqn Criteria: <br /> Occupancy Calegory II - Residential <br /> Importance Factor: t�:= IAO I�y:= L00 <br /> Sile Ciass D <br /> Seismic Use Group I <br /> Seismic Design Category D- Residential <br /> Spectral Acceleralions for short periods: 55 := 1.25 <br /> Spectral ticcelerations for a 1-second period: S� := O5o <br /> Site Coefficient(1615-1, 1615-2) lj,:= LO 1��.:= I..S <br /> SMS� �'a'SS SMS= ��S <br /> SMI �_ �'v'S1 5�11 =�•�5 <br /> i '! <br /> Spectral Response Parameters S�g:_ �S�qg Spy =O.x3 Sp� := 3 S��i Spi =0.5 <br /> Design Coelficient (1617.6.2): <br /> R := C,.S 52,�:= 3 Cd:_ '- <br /> Earthquake Loads (1617) <br /> L' := ��•QG+ 0.2Q•SUS I) (1G-50) <br /> ��= i� Q�—o.z�s�S�u (is-5i) <br /> Lm= �o'QI:.+ O?•SDS•D (1G52) <br /> L�m= �o'�?I:-�� SDSD (1G-53) <br /> Load Combina�ion 16-18 �9D+ �� <br /> 1:1 <br /> Seismic Base Shear(1617.5.1) <br /> 1.2�SD5 <br /> V := \\' (1G-56) <br /> it <br /> A. Determine Dead Loads (DI: Unilorm Dead Loads (psf): <br /> 1'r := ISpsf Framinc� Dead Load <br /> ����;= pry� Concrete Topping (Floors) <br /> pi; := Opsf' Roof Tile <br /> � <br /> P�� := 7psf ��:i <br /> Total Floor Dead Load(D): p�:= fr+ p�„ D� = I S ps( <br /> Total Roo/De�d Load(D): D�:_ (c+ p�� ll�= I S psf <br /> Page L1 <br />