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Plans / . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. 14; • • • • • • • • • • • � _ February 28, 2003 '•• %•• S . , ••• Si* • • CITY OF TIGARD ••• •••• • • •• •• OREGON • • Steve Martin • • • • • • ••• ••• •• • • City of Tigard 4 • • • 13125 SW Hall Blvd. Tigard, OR 97223 Re: Construct 300 sq. ft. Shelter at Woodward Park 10270 SW Katherine St. BUP2003 -00079 The City of Tigard Building Division has completed a review of project at the above referenced location. The plans are approved subject to the following conditions. 1. The plans show 3 /16 x 5 inch steel plates installed at the eaves between the 2x6 and 2x10 members and welded at splices. Field welding is required to have special inspection in accordance with OSSC chapter 17. Carlson Testing, Inc. has been identified as the testing agency for these welds. All inspection records shall be forwarded to the attention of Hap Watkins, Supervising Inspector at 13125 SW Hall Blvd., Tigard, OR 97223. 2. Inspections required are: • Footings & reinforcement steel (prior to placement of concrete) • Roof nailing • Framing • Final Inspection 3. A copy of the approved plan shall be kept on the site and made available to the City of Tigard inspectors for inspection purposes. Sincerely, ‘ Ga Lampella CITY OF TIGARD Building Official Approved 1 I Conditionally Approved `' or only the rk as cube ci�in: c. Hap Watkins, Supervising Inspector PERMIT NO. 49o7 File See Letter to: Fo • j tt . t)e Job A dress: By: Date: ? 4'.(1 (-0e 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TD a : ••••• V •. . • . • • • • • • • • • . • • • • • • • • • • • • • •. •• • • • ••• • • • • • . • • • • • • • • .• • • • • • • GENERAL NOTES • • • ..• • • • • • • • • • 1. Contractor to verify and confirm al nte,tZsionn.and conditions and notify Engineer of any discrepancies prior to start of work. ... .•. • • .. •. • • •••••••• 2. The contractor shall be responsible fo; stri tural41.111 :441g construction. The structure shown on the drawings has beery aesrgneci forstabtllty under the final configuration only. 3. CODE: 1997 UBC as amended by the State of Oregon. 4. All nailing, unless specifically noted otherwise, to be in accordance with 1997 Uniform Building Code Table 23- 11 -B -1. All nails to be common wire, no box nails allowed unless approved by the engineer. 5. All framing hardware to be Simpson Strong -Tie or equal approved by the Engineer. 6. All framing lumber to be DF - #2 or better unless otherwise noted. Glulam to be 24F -V4. All framing lumber exposed to weather or in contact with concrete to be pressure treated. 8. All concrete to be fc = 2500 psi minimum compressive strength at 28 days. 9. All structural and miscellaneous steel: ASTM A36 (Fy= 36,000 PSI) unless noted otherwise. T.S. Column: ASTM A500, Grade "B" (Fy = 46,000 PSI). All Bolts to be ASTM A307 unless noted otherwise Welding: Per AWS standards, by certified welders. All electrodes to be E70XX. All steel to have shop coat. All exposed steel below finished grade to be coated with asphaltic paint prior to backfilling. 10. Weatherproofing by others. TM RIPPEY WooOAR') pAR BY Ad DATE 1 \ Y / 1 1 . CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 5 µELT ( . JOB NO 345 Tigard, Oregon 97223 SHEET G' Phone (503) 443 -3900 ( OF • •• •• • • • • • • • • • • • • • : • • • • • • ••• • • •• • .. • • • • •. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • N•• ••• • • •• ••• 2C. • EN if: n7 : ; oNc. SL1A ‘ ,�I, 3 CTu. • • • cc 18525 r / \ . e, ./ / \ a s C p � �-, / • 1 4 1 ' \ 9 FPI: 10 .9-° °_pk' \ -'90 R Np, / \ / \ I MPI< ES: 6130/ 3 1/ / \ / (TYR) (6) \ / Tuft 5TEEt_ / cCL1.i . \ s xs x Yy / _ e \ NI ) Ai .. \ / \\ 0 6 . / / \ V °' / \ / ilk / O / ®® \ / MOVE \ t 0 / \ / \ / \ / % ?-Y. 5MEATf1 ix) 6 W, 'c X \'ft' @ G:o,c. 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N p, 1 EXPIRES: 6/30 /0 3 l r ,-, S Ec-i ►onl K 3" I ,MK TMRIPPEY (,JDoDAR'D PARIS BY Aid DATE I -30-o3 CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 30 S Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET SKZ OF • • • • • • •• • • • • • • • • • • • • . • . • • • • • • • • • • • •. •. • • • •.• • • • • • • • • • • • • • • • . ••• 0E6Kix)A ,vow SN-0tJ • • • • • • • • • • f�fL G�4 K vT`( • • • • • • • • • • . . • • 4L l2 /i 4r'l: : . • . • • ?, • • • • • •. •. • • • • • • • • • • • ••• ••• • • • • 1 Y "x 8" = o ' (ZSIDES) .?.) ki tA‘CL, ---,0 y x � ZX571x ` , o , Ji --- 0 ° 1111111111111111 7 —1 3 !6 i ' TA STEEL GOLM M*) ® ®R O B . . S'� E NE''ci 111325 Jr-- ft/ V i % 4 9iQ sFpt 10, 2 � a �� 'TON R.N 1 S EG T10 Ai 11 : 6/30/(3 l Ski 3,„: t) ,, (([ 1M RIPPEY Woo / � V. BY /4 t' DATE I'3 Y CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 30 Tigard, Oregon 97223 51 Phone (503) 443 -3900 SHEET S K3 of • . • • • • . . • 0 S • • . . • • • • • • • • • • • • • • • lE ALL Vy FILLET LJELVS ExcE. r • • • '• : 41/. kJ /JOT 5N tall To PL►�TE wEc o Sc, : ••• • • '• F JNs1 A■Jo ou,TSkDE, Top )LATE 'To 3E 3CvE[-E7, :• .. ' WEIO EO AN �- 7RottrJD ••• ••• .. • ••• • St-too-r . (1) 3 4 ,. r1,3. wl (a LM -L4 136" X � S '/Z SLOTTED QE( PI_Prn/ 14-or g . • i1 C T U,R,q E PR o of f% IIS2S OF i2 �ir� s % y am OREGON cre 13‘1...041 / °N R.Np EXPIRES: 6137"o3 1 P�-AcE GLU -LAM TI44 INST P�I°tTE S3EFoRE IP STALL M/6t ALT 3/ SELT'in // SK 3„:„ TM RIPPEY Uo Qp, BY itt4 DATE I 3c o 3 CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 3o Tigard, Oregon 97223 u Phone (503) 443 -3900 SHEETSK u OF - • , .• •. •. • • • • - 00 • • • • • • • .. • • • • • . • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • . ..• • • • • • • • • • • . • • • . • • • • • • • • • • • • • • • •.. ••• • • • ii d coNG RE 5 L14-c c4i• • :' •' • • T k STEEL c 01.64 rt A/ • ••• • • tAl A Y I IJ CENTER- OF Sake l. RE - Go M C i�wEL.s 2 z � So Il)GE,vTe S i43 s I i-l' • - yk I t I • - 1I I I I • I, °��iii — I1I- I I I -1 _ - II -I IS" 0 FT (3) "3 TIES W/ 3 CLR FROM TOP 1 1 a 4 (20R IV Q) I • ° (6) "4 4 VERT. ° ° EQUALLY SPACED 3 CLR. 1 " ° L • I iI *3 TIES g 12' 0/C 4 ,, •• . TYP- L(-0 .1 BASE FE 12 xl2x1' -0' W/ ' (4) 3id °0 ° 1 a ° 73 �6 / LEA /ELINEi NUTS 4. a WOIL I- SHRiNK C Ro�T S /M ?So^/ WEpC,E -A`L o I d AS ((CQuIREA • ° . A I rti a • A a �` d �I a e d . g it • • • I 5" it) FTC — _ a SQt,�hlLE) i ,i 3° CLR. 0Q I C (3)I EA- WAY �. ' I N- F �' r ° ' A; II) SECTION T I ON � �' 18525 o ot� / � i lt 1 0 DN NP I EXPIRES: 6/30 /03 1 11 M I RIPPEY 090DA 9i4Z1( BY 1 DATE I -30'03 C ONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 3 S I Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET s K 5 of - • • • • • • • • .-• • • • • • • • • 'k S 4 ObJ&) l,J t i our ROD Fi i4 . • . • • .•, • : • • • • • , • •• FOR. czA- ry • • • . • • • • •••• •• • •• • • 6LU - LAS CEf+M • • • • • • • , ... II •• •• i •• ••• • • • • • • • •••• ••• ••• •• •••• • •• BRACK litt i o i .._....\# , ,,/ \.„, ` s f „„,„,,,,...,._..„% 41o „, S/MP ,lib. v 5 %Y GYP. L STA 3 0 w/ CO) —IOd NAILS , t vjt PROf ez EACH Elul) o til S Flo. , ToP or 6E/N0'15 w 13523 ORE e :• . 10,13 P � I�ET� - IL- N R • N SK K6 Imo: 6I3O/b3 1M K TM RIPPEY Woe> OP 2 ?ARK BY A µ DATE I -3o -03 .L�(�. CONSULTING ENGINEERS CHK BY DATE. 7070 S.W. Fir Loop, Suite 100 JOB NO 305 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET S14.6 OF • .. .. .. • • • • • • • ••• • • • • . . • • . . • • • . • • • • • • ••• • • • . • • • • • • • • • • • • • •• • • • • • STRUCTURAL CALCUL4ITIQNS. • • • • : •..• • • • • • • • : :FQR • • • • • • • • • . • • • WOODARD PARK - SHELTER • •• • • • • •• • ••• ••• •• • • TMR,,bbN,o 51• • Tigard, Oregon January 31, 2003 DESIGN PARAMETERS ALLOWABLE SOIL BEARING PRESSURE : 1500 PSF LATERAL SOIL PRESSURE : 150 PSF WIND : 80 MPH, EXP. B SEISMIC : ZONE 3 SNOW : 25 PSF 5 0 013c " 18525 • r Q sue • '\ � ' ' 1o.•. - p' TABLE OF CONTENTS � A. NP L IDES: 6/301 , STRUCTURAL CALCULATIONS : Cl THRU C7 GENERAL NOTES : G1 DRAWINGS : SK1 THRU SK6 I.I TM RIPPEY By: Date: Consulting Engineers Chk By: Date: 7070 SW Fir Loop, Suite 100 Job #: Tigard, Oregon 97223 Phone: (503) 443 -3900 Sheet: of • • • • --.• • • • •• •• • • • • • •�,• • • • • • • • • • . ;. •• • • • • . • • • • • •• • • • • • • ••• • • • • • • • • • • • • • R ooF •• • • • • • • • • • • • • • • • • • • • • • LL 25 FsF • ••• ••• • • •• •• • • • D • • • • ••• • • 20 GA. ;:TO. SE/ rz .Z. D r$F 'z,, PL Y 1 S 2 x 6 T� C-r K 33 781 > S PSF L 6EAUS 6 ?5F 13 . a > W► /V O o0 M P 1-I CXP B (o,62.)(1.3)(I`,y) = 13,2 P5 EISMIC, G 0,3c R 2,2 V= z. S r,3‘) = 2A W 2.2(I,R) Soles FouND - ) ?ResS = ISoo ?SF [. QE01-1 C = 1S0 PSF f4 K TM RIPPEY 1,,/0o QpRO PAZ k BY A N DATE Z1 CONSULTING CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 SFfELTE(Z JOB NO 3 51 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET C I OF • •• •• •• • • • • • • • • • • • • • • • • • . • . • • • • .. .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2X6 VEd_kt,JC - • ••• • • • • • •••• •• • • • • • • • • • • • • • • • • • • • • " t2 (I,s J 2 , N,561) .. •.• . A, / ••• ••• • • , /p • • • • • • • ••• ••• •• • • • • • M = 1422.. Dorn w- /61 • ••• b S 1,10o Fs \ F = S5 = I, 12 I oo 0 . . I. get " NEEQ AODr 710AJp4L Su ? PoR,T Fogs DE -i c -rronJ i CAL i EAm w, 6 X S x Co»JT. S1EL PLATE 1 'f} PAZLE of cAttRYIU L RE o(k■ae Boor i.DFa -D 1'o REDucr VEFGECTto7 S EE NE xT ?P-CE Fog GAL 5, TM RIPPEY (,L1ooDA-120 1/41 BY 1 DATE 1-3 0 -03 YY CONSULTING ENGINEERS CHK BY _ DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 30 Tigard, Oregon 97223 Phone (503) 443 - 3900 SHEET G2.— OF ' • •• • • • • • • ••• •• • • • • • • • • • • • . • • • • : • •• • • • • • ••• • • Simple Beam Calculations: : 5 I..L •. ? : • • ••• ••• • Section Properties Alternate input for Material Properties Allowable Stress 3 Section Propertip •.• • Factors 16 0 = not used : .•.E d: =5•in • ••• •• I alt: = 0 • in4 F := 36000.psi Cb:_.66 L:= 10.ft Salt := 0 •in F := 36000 .psi C :_ .4 w:= 36•in•40•psf A alt 0 .in Cv = .666 for wood • def := 240 desired U6, ratio Equations: V: =w•2 V f • .= A (L) 4 deflection := 5 .w. � L 384•E•I M =v✓ • fb• =— S Section Properties Loads: Allowable Loads: I = 1.95 in w = 120 plf w allow = 12330 S = 0.78 in M = I500ft Ib M allow = 1547ft•Ib A = 0.94 in M = 18 in kips M allow = 19 in • kips V = 600 lb V allow = 135001b Stress: Deflection Required Section f = 23040 psi deflection = 0.477 in Properties I 186 in f = 640 psi UD ratio : I = 252 REQ = . S REQ = 0.76 in Beam = "ok" Stress Ratio = 0.97 A REQ = 0.01 in Controlling_Stress = "bending" G3 • •• •• •• • • • • 'T• • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • GNEck LPL tEAKS (Sig)( 12 •. ••: •••• •••• • • • • • • • • • • LL = 25 PsF 2 =10' • • : •• . I.J• ••• l,J 01_=-* IS P5F • • ••• ••• • • (LS 4 -2 . 1)' Oro ?LF ••• ••• •• • ••/ ••r • • • • • • ••• ••• •• .. 3,33 rR R = 2 000 10' - y o b 2 1 • X 3.33 R _ 2,002_ 1\:).5 I2. S w,e = 2,5g6 V ; D oon ib C= [ � 2 , g2o /65 ZcrxpZ 4 2002 fb = � = 250 ?sl Fb = 2goo F5 I 123 w z000(l,$) _ go, 2' ?S \ F = l eto 2d_o = L/C.O P t c.= 1‘50 Pst Cr, + � = 0.13 < \,o tASC 4L S 1 4 x lZ or ,zKr - - -V9 I 1MK Tm RIPPEY W AC._ BY A N DATE 3o - a3 CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO J4 C J I Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET G y OF • ' •• •• •• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • STEEL LAND • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • g, 00 2 ... 165 .• • • • • ••• • • • - r= 2, : 2 ibs ••• ••• • • •• C q • • a�,SiN 30 • • ••• ••• •• • • • •.• • • • • • •• ) A� � - a 000z _ Z .6(340 o. ► In) ll USE \ -- 7 /6 X S„ A : 0.19 - 2 ) ° .o?JNEG a 6Ea/T8.R. o (L C oMPREss I o/k/ = 2,830 lbs WG LI n Pn Toe Pi c.{, 6L ' J�� tA/ (-t oN Rovre . '/s p ig s..r.u. Gla1.y U \k o,- IZ' 11\AK E/ TM RIPPEY GO 6O0CA(2_� kICK. BY Air DATE - x'03 CONS ULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO `1 © 1 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET G 5 OF • • •• •• • • • • -.• • • • • • • . • • • • • • • • • •• • • • • • • ••• • • • • Ir • • • • • . •• • • • FDoTIA)6 2 -5/C,A/ • • • •. • C - 7 •,,. 57 • • • • • • • • • • • • • • • r • • • • ^ • • S ••• ••• • p= S000 + 625.:(3 _ 2 o$y /6s • • • •• • • • .. • • • —�- • • • ••• 4 • • • • •• 8.7.5 45-Sut1E d - 3 ,25 S = 15 o C3, Z5) (1.33) = 6i8 ?Sr -- g y ,2S 250(8,7S) - 3, 1 ‘qo (I, 5) I--J 1 €" 5141.t ° 15D4 I +0,2(3,25 -1) _ � 175 P5F i AREA = 2,0 8 _ •9B' z, 1 7S (iSe ( B" II , B THIC Foe) l C/-IEc t< 5xs -ru.3E x 1(4 = 2500')(12) _ L/ KS 1 6, 7 &« = zdg = •y K.s1 y5q _ (7,17 < 1.0 ( to. TM RIPPEY Woo Q D Q' M21L BY 1a DATE 1 30 YY CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 3051 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET 66 Of • • • • •» • • • . • • • • • • • •, •• •• • • • • • • • • • • • • .. �• • • • • • • • • •• • • • • • • • • • • •• LATERA An I lF0 • . • • • & • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • WIND ••• ••• • • •• •• / • • 3. 3 3 Vi..) ' )3,�[ 33� A- J(zo jl 7 70 v I6�• s I, 1 Zo SeIMtc. W: (Is)X.ac + Soo = S am© lb -- U S , l CS, > = 1 , (150 as SEISM Co v^ iJ - ►yso = 2L12 lb/ pos W IVL) R9L, F-1 c UL 2 ., F = l3. e PsF o K U 5 E STR A-P,s o A/ C L 53 EmM S e GEAM - s4.. o f Rmo i 1.L .L Z TM RIPPEER 1, 0 0 0 D,' 4 `l�� BY A1-1 DATE l CONSULTING ENGINEERS CHK BY DATE 7070 S.W. Fir Loop, Suite 100 JOB NO 305 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET 7 of /.. 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