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1 z7 �� 5 .J Par-L-4 U i ° 2_0010-co I ©40 y RECEIVED MAY 25Z010 CITY OF TIGARD 5UILDING DIVISION STRUCTURAL CALCULATIONS FOR Commercial Building Addition and Remodel Tigard, OR estPRO 4d iN g .0 4, ;TA lllli� ij* 3 ' 4m G • RENEWAL DATE: 12 /31/ �, El V1.INC. Project: COMMERCIAL BUILDING l El STRUCTURAL Client: ARCH ASSOC. Proj. No.: 09 -356 UJU,UUENGINEERS Date: 05/10 By: RMM Sheet No.: COVER 2700 SE HARRISON ST. STE. B, MILWAUKIE OR, 97222, 503- 607 -0481, FAX 503 - 607 -0486 robcrt@bkengineers.com • _ pp't • at! t4) • �. ® t 6 . . . . • . , ' S2 5.0.s(7; . • • • • • • • • • 121 VaU INC • Project: COMMERCIAL BUILDING 11 ■I STRUCTURAL Client: ARCH ASSOC. Proj. No.: 09 -356 UJU■UUENGINEERS Date: 05/10 By: RMM Sheet No.: 2700 SE I IARRISOV ST STE. Ii. MII.WAUKIE OH. 97222. 503-607 -0181. FAX 503- 607 -0486. roben@bkengincers.com Title : Job # Dsgnr: Date: 9:31AM, 12 MAY 10 Description : Scope : L Rev 580003 User K ver58 g i r leu ri c o7 Single Span Beam Analysis Page 1 (c)193 -2007 ENE�2CALC Engineering Software talcs ecw:Calcvlalions Description Seismic Loads f7, 1Pbrtltot it" rk-- OA 74 ar, A ' -/ /t--- J /j [ eneral Information i Center Span 85.50 ft Moment of Inertia 1,000.000 in4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin -Pin [Trapezoidal Loads Magnitude @ Left 0.165 k/ft 0.120 k/ft 0.075 k/ft k/ft Magnitude @ Right 0 165 k/ft 0.120 k/ft 0.075 k/ft k/ft Dist. To Left Side ft 43.000 ft 75.330 ft ft Dist. To Right Side 43.000 ft 75.330 ft 85.500 ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 6.55 k 0.00 k 0.00 k Deflection 0.00000 In 0.00000 in 0.00000 in Summary Il Moments... Shears... Reactions... Max + @ Center 130.06 k -ft at 39 75 ft @ Left 6.55 k @ Left 6.55 k Max - @ Center 0.00 k -ft at 0.00 ft @ Right 5.19 k @ Right 5.19 k Maximum 6.55 k @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center -5 856 in at 42.15 ft Maximum = 130.06 k -ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft • t Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43 Longitude = - 122.78 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.936 (Ss, Site Class B) 1.0 0.338 (51, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43 Longitude = - 122.78 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.125 ,Fv = 1.725 Period Sa (sec) -(g) 0.2 1.053 (SMs, Site Class D) 1.0 0.582 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.43 Longitude = - 122.78 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.125 ,Fv = 1.725 Period Sa (sec) (g) 0.2 0.702 (SDs, Site Class D) 1.0 0.388 (SD1, Site Class D) IDSSIblk) S tG L)U V t o LtyPKA . _, V 12)- D` 'ti • . 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IIIIMILIIIIIIENGINEERS Date: 5/10 By: RMM Sheet No.: c . 2700 SE liARRISON STREET , MILWAUKIE OR, 97T22, ' . - . . 503-607-0481, FAX 503-607-0486 roben@bkengincers.corn • p L) • . • mow' - . r • . • 5 t.5. 6o k = I to `% Inc (5)(4.5), 4o * : : -. • V- = t)6)01,-1,) - N :* . M c Gds ( ) z/4 ViA,4,.,? ""ZA .71 0.44%... z:. 56V) • • — 4- *-- I . • WA. inefa te. /N 2 / • • . 0 • (c/o . . . U J . . • • • 04— /Ga Z -/ • : : • • • • 1 t1 • • G• • IQO® to f'pe. „-=-- / /S - i.v 3 - (j ul:,. _ fil -. to Z/, i ,N ', i.7/e- • . y ''t = cf T z . ' _ 1 �s Zip. 0 / t . f L - 4 m� o 2 € 11--'.- 7 ". 2,• 1 0d' \ •0 °!Vo. `= ° .. 747 _- 62 )- (1.0-S>i /, tr., ?/1 a ' /IIINC. Project: COMMERCIAL BUILDING UI ■I STRUCTURAL Client: ARCH ASSOC. Proj. No.: 09-356 UJU,UU M ` ENGINEERS Date: 05/10 By: RM Sheet No.: 10 2700 SE I IAHHISON S I•. SfE. H. AIII.WAUKIE. 08.97222. 503 -607 -0481. FAX 503-607 -0486. robcrt@bkcnginccrs.com riernt Gr'LG1w4 it! : 4. /� : a w4L ev . 121V- 1 Fib ; . ----t- � : C3$ 3dovv)� . 10,v) L /2) ' . j _____ , : may; f/c �-y x 4 /1 , : . f \ 7 . LO4i9 C"J w 20 s,e Fir, . (Zo p sf )Li?l z) -' . • , / ,f t /42,..o - -r 211 • " : • : 17- . : je G,Z/c�Y . "Oe- : /i4 V .04-7e, 4 //L : 5 3.10 /N y ' ,. : //X /A-L L 'I7 71 — ?TlG / , 3 / i - p.0 d l .. .. : ' i A- 4 ,,- .03 ,4. 'a ¢ :' . L �� . -.. . ■ ■IIR ■INC. Project: 6:7Adtxfoiszcm iffe4264 F /11 1111 STRUCTURAL Client: /l`�G Proj. No.: „��ENGINEERS Date: 05Its By: Sheet No.: 1 2700 SE HARRISON ST. STE. B, MILWAUKIE OR, 97222, 503- 607 -0481, FAX 503- 607 -0486. bill@bkengineers cam /freiei.o.z.. /virear- : 4-0P/ //t. ra /94 • • • • mz,0/: • • • • : • f 1.9 0 e t 6iC Vit Pt • . e S)Cvr1)X /5 : • 1.-S • :. is-o- • -Pry y /P4P • $7.4 - r4 • • t' ./,1t7 . . ale-- ,- /7ff lfi fii.a I 4i 1.0/70 bxf /,, ,ye ;•P :v.yW1/4-/100 S- :•.ice. •lRVUIINC. Project: ■[U1 ■I STRUCTURAL Client: Proj. No.: rte, •tMI I ENGINEERS Date: By: Sheet No.: (/ 2700 SE HARRISON ST STE B, MILWAUKIE OR, 97222, 503 - 607.0481, FAX 503 - 607.0486. bill@hkengineen.com 4. • A ll ARCHITECTS • ASSOCIATIVE A 8513 NE HAZEL DELL AVE. I SUITE 102 VANCOUVER, WA 98665 ■ 1 I 360 574 7018 360 574 8378 FAX I i i I a __ trj I r i ■ i t ii d ab r _ > 0 cc - -- 1 i — CO Quo 1 ,, ......-::--....„.-.. • • 1, 0 _ _ 1 - 1 ,, 0 a W , 1 cc 0 0 o � e r--- 7 -' le IJ , U • I — ! .= LI I= L' _ .. _ .. _ _ _C) MIIMININIIMMI e ks, i4 ,, 4, OOH . I ExP01E9. 19 /91/9011 O O 6 O N O I N Z S o m , g FLOOR PLAN IN' a 1'Q ROOF FRAMING PLAN 4 DO NOT SCALE FROM DRAWG MS — S 2 VERIFY ALL D8" ENSIONS W/ ARCH S rT,