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00090030 Plans & Docs t- v Y INSPECTIONS A Division of REED &GRAHAM, INC. August 13,2001 Project:CANA-001 Permit No.:00090030 Mr.Joe Antonucci City of Cupertino Building Department 10300 Torre Ave. Cupertino,California 95014 Subject: Final Project Report Special Inspection Services 20690 Kirwin Lane Dear Mr.Antonucci: This Final Report is submitted in accordance with the requirements of UBC Section 1701.3 and certifies that HP Inspections has provided special inspection services for the following work at the above-referenced project: Periodic shop welding inspection of structural steel connections,which included verification of welder certifications and procedures. Based on our observations and to the best of our knowledge,the work observed was performed in accordance with the approved project plans,specifications and with the applicable workmanship provisions of the Uniform Building Code. Sincerely, QRpFESSi HP InspectionsSCOTT pl FyG \ \J m No.51104 Exp.930-01 P. Scott Pinkham,C Vi`- �a�P \Of CA0� cc: Canaan Investments—Ms.Rose Mao 690 SUNOL STREET•SAN JOSE,CA 95126 • (408)288-8460•FAx:(408)271-0902 JAMES C,CHEN.C.E,S E JOB NO, O U Z 2 P O BOX 20302 SHEET NO.V-Z OF SAN JOSE,CA 95160 DESIGN (408)268•0612 DATE S ZTp M Gk # 1 . SE.- dE- 3 �$��-2 z� i=oV?- tuwDY Z W N- De Garr L. F-Ps-2 f6�2—S:Lz 1-54416 LM,PS ON 50'T xx <: 4't< M- 17 -NF1-'0SMIc. teras dW qt'T Scx-6 *W2— sr- . z t'FL, PIS P++IRW-L `�6 LT L 3 - lei LItJ� i�= z¢go 41 U, JESLY.�D WZo 6 to v�C ATE12avF Ts -:FraM Z� - -, � b T(D z� 5-3 0 JAMES C,CHEN,C.E.,S.E. JOB NO. OvZZ P.0. BOX 20302 SHEET NO. )C-I OF= SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE 9yb Aj (DlZ r-11eovo 0 l( 1lg12000 STRUCTURAL CALCULATIONS G4MPLY WITt ?L.6,J C+iSCK 60H14EiV75 NEW PROPOSED RESIDENCE at 20690 KIRWIN LANE CUPERTINO, CALIF. VikoV ESS/ON cN�EH-/igql� G NO. 2282 Z m Exp.1 /E J'f lROCT\�. grFOF CAUF��, JAMES C.CHEN.C E..S.E JOB NO. P O BOX 20302 SHEETNO. -3 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE A L (32 32 32)-in Vf (2480)Ibf 2nd FI.Diaph. X-Dir. III l0 ft USE 3-SIMP.SW32X9-4RF (Allow.=3X1540#) OM (Vfhl)•1 3 32 RM 2b' 15.10 12 •lbf•ft 2 2 T OM 0.9 RM T=3.55.103 Ibf USE SIMP SSTB28 32 0.5 ft (Allow.=10100#) 12 y- ——-�� ------��_ SHEAR WALL AT LINE B-. REV. 1 11/12/00 fL (2 2 2)•ti Vr (1370)-Ibf Roof Diaph.X-Dir. USE 3-HARDY PANEL HF918 (Allow.=3X2132#) 112 9-ft OM (Vr-h2)•3 (\ 1.52 RM 22-- 15.9 Ibf•ft 2 ` �\ J T OM 0.9 Rh1 T=3.04-103 •Ibf USE 7/8"Dia.M.B. / (1.5 0.2)•ft (Allow.=12000#) JAMES C.CHEN,C E., S.E. JOB NO. P O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE REV. 1 11/12/00 FB-1 : CHECK SEISMIC LOADS AT LINE B L 10.5 ft LI IS III L2 7.5 ft L3 L LI L2 L3=1.5.11 Ll L2 Ibf w Pl P22 v (0)' ft RL 411RR PI 1 2.8-3040).Ibf -- Wall @ Line B.Sheet X- 112 p RL l w•L PI L_ L3 P2,L3 RL=6.08.103 •Ibf L L RR 1 w L PI Ll P2•Ll L_ RR=6.08.103 Ibf L L %tE1 RL LI 1.11..1-1' MEI =9.12.103 •lbfft 2 M 8790Ibf•li -- FB-1,Sheet F3 M3 MEI =1.35.10 13500-12 i li•Ibf Sregd n Sreqd=120•in3 1,33 1350 USE 6 X 12 ( A 63.25-in 2 SCF 121.23-I-in-- 121.23-in3 I 697.07 ins ) OK ME'_ RR 1-3 1.11.1-32 h1E2= 9.12-103 •Ibf•ft 2 M N1E2 =248.12•Ibf•ft OK 1.33 JAMES C.CHEN,C.E.,S.E. JOB NO. P 0 BOX 20302 SHEET NO. YY OF SAN JOSE.CA 95160 DESIGN (408)268-0612 DATE REV. 1 11 /12/00 FB-2: CHECK SEISMIC LOADS AT LINE B ' L 13.5 ft LI 10.5 ft L'_ 1.5 ft L3 L LI L2 L3=1.5.11 Ll L2 L3 w P1 P2 10).Ibf tt RL R R PI (18"3040)-1bf -- Wall @ Line B,Sheet X- P2 PI RL I w.L PI.L_ L3 P2 L3 RL=945.78•Ibf 2 L L RR I 11 L PI LI P2.LI L2 RR= 945.78•Ibf 2 L L htLI RL-LI I•W L1 ML-1 =9.93.103 •Ibf11 2 M 21100 Ibftt -- FB-2,Sheet F5 Mt%tE I 23 4 23300-12.f tt 0.98•'_400 3 3 1,33 = 3.10 •IbSregdin Sreqd=118.88*in USE GLB 6 3/4 X 10 1/2 ( A 70.9 in' S 124.0 in3 I 651.2,in' ) OK .%1L2 KR L3 1.111.1-32 ME2= 1.42.103 Ibfh 411 ML-_ =L48-10' •Ibf•ft OK 133 1 JAMES C,CHEN,C.E.,S.E. JOB NO, P O.BOX 20302 SHEET NO. X OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE D L (6.5 4.75 14)-ft Vf (3540)Ibf 2nd FI.Diaph. X-Dir. III loft V Vf V=140.2•Ibf L ft OM (Vf.hl).4.75 ft USE TYPE A WALL L (Allow. = 260#/ft) z RM 10 14 1010 •4'75 .Ibf fl 2 r OM11 0.9 RM 'r=1.16.103 •Ibf USE SIMP MTT28B (4.75 0.5)-ft (Allow.=4455#) SHEAR WALL AT LINE F REV. 1 11/12/00 L (2 2),111 Vr (1350)•Ibf Roof Diaph.X-Dir. USE 2-HARDY PANEL HF918 h2 9•ft (Allow.=2X2132 •1 OM (Vrh2)- RM 22.2 15.9 t'S- Ib6ft 1)/ \ 2 2 T OM 0.9-RM T 4.55-103 Ibf USE 7/8"Dia.M.B. (1.5 0.2)N (Allow.=12000#) --------- SHEAR WALL AT LINE G L (22 22 22)-in Vf (2090)•Ibf 2nd FI.Diaph. X-Dir. lit I I fi USE 3-SIMP.SW22X7-4 (Allow.=3X2410#) OM (Vfhl)-22•in L 22 - RM 22.10 15.11 - 12 Ibf.ft 2 2 T OM 0.9 RM T=5.44-10' •Ibf USE SIMP SSTB28 21 0.5 R (Allow.=10100#) 12 JAMES C,CHEN,C.E.,S E. JOB NO P.O. BOX 20302 SHEET NO. XX-"1 OF SAN JOSE.CA 95160 DESIGN (408)268-0612 DATE FB- 17: CHECK SEISMIC LOADS AT LINE F L 21 11 LI 7 ti L2 1.5 ti L3 5.5.11 L1 L2 L3 L4 ,L5 L4 1.3 ft L5 L LI L2 L3 La L5=5.5•191 w P1 P2 P3P4 « (0).Ibf W= 0 Ibf ft ft RL RR PI (2.8 4550) Ib---Wall @ Line F.Sheet X- P2 PI P3 PI P4 PI RL 1.11.L P1.L2 L3 L4 L5 P2 L3 L4 L5 P3 L4 L5 P4 L5 Ry=182.103 Ibf L L L L RR I.11.L PI-LI P2 LI L2 P3.L1 L2 L3 P4 L1 L2 L3 L4 RR= 1.82.103 Ibf 2 L L L L MEI RL-(LI 1-2) I.w•(LI 1-2)2 PI-(L'_) MEI = 3.64.103 •Ibf ti 2 ME'- RL-(L1 L'_ 1-3) I•w(L1 L2 L3)' P1-(L2 1-3) P2-L3 ME2=6.37.103 •lbl'tt %I, 59400 Ibf ft --FB-17,Sheet F19 t\t-{ME- =4.95-10' •Ibf ft < M OK 1.33 �= 3�60x 2�; = IQ6o4 `/z= s( 6o x,a = I zov"* WzrL = I�xIT pis .'l4UKl1� I JEK TU8X4X5 TU6X4X5 ...1351/It 4 TUBX4X5 TUBX4X5 T 2 *A-3D (R) Version 3.0 • K1 f _tructural Engineer Job 0022 - oad WaY Page: 1 A 95120 Date: 11/12/00 File: 0022TS K=Rh IN LANE, CUPERTINO, CALIFORNIA F:A .E . US Standard tee'_ Ccde. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Stress Increase Factor. . 1.333 S-ear Deformation. . . . . . . . . Yes I.. _ de Warping. . . . . . . . . . . . . . Yes ^_` Sections for Member Calcs. . 5 Redesign. Yes -De__a Analysis Tolerance. . . . . . . . 0.50% Axis. . . . . . . . . . . . . . . . . . . Y Joint Coordinates X= Y z Joint J:<o- Coordinate Coordinate Coordinate Temperature - --- - ----- --------ft------------ft------------ft--------------OF------------ 0.000 0.000 0.000 0.00 2 7.000 0.000 0.000 0.00 3 0.000 9.080 0.000 0.00 4 7.000 9.080 0.000 0.00 5 0.000 18.930 0.000 0.00 6 7.000 18.930 0.000 0.00 Boundary Conditions r -- -------- Translation --------+ +---------- Rotation ----------- 'v C X Y z Mx My Mz -----------K/in-------K/in-------K/in------K-ft/rad---K-ft/rad---K-ft/rad--- Fixed Fixed Fixed Fixed Fixed Fixed 2 Fixed Fixed Fixed Fixed Fixed Fixed STORY 1 Materials (General) '•taterial Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress - ---- --------Ksi----------Ksi----------------10-50E----K/ft3-------Ksi------ ? 29000.00 11154.00 0.3000 0.65000 0.490 46.00 Sections tion Database Material As As I I Torsion T abeI Shape LabelArea yy zz yy zz J C ----- ------------------------ in"2--------------in"4------in"4------in"4---- CJ?. TU8X4X5 STL 6.86 1.2 1.2 18.10 53.90 45.20 BEAM TU6X4X5 STL 5.61 1.2 1.2 13.80 26.20 30.10 Members .. ._cer Joints x Axis Section End Releases Offsets Inactive? J K Rotate Set I: MMM J: MMM I-End J-End Label y Length ----- ----------------------xyzxyz-xyzxyz---in-----in-------------ft--- 3 COL 9.08 2 2 4 COL 9 . 08 ROA-3D (R) Version 3.0 Structural Engineer Job : 0022 'way Page : 2 sa CA 95120 Date : 11/12/00 ___.. File: 0022TS ..:F.i7IN LANE, CUPERTINO, CALIFORNIA Members '4e7.ber Joints x Axis Section End Releases Offsets Inactive? No J K Rotate Set I: MMM J: MMM I-End J-End Label Length ---------------------------------xyzxyz-xyzxyz--- in---- in-------- ----ft--- q BEAM 7.00 5 COL 9.85 6 COL 9.85 6 BEAM 7.00 AISC,NDS Parameters Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway ..ember Set let lei le-bend yy zz CH y z - --------------ft------ft------ft------ft----------------------------------- "OL 9.08 Y Y 2 COT.- 9.08 Y Y 3 BEAM 7.00 v 20L 9.85 Y Y 5 COL 9.85 Y y 6 BEAM 7.00 Basic Load Case Data __ Basic Load Case Load Type Totals Description Nodal Point Dist. Surface - --------------------------------------------------------------------------- X Lateral 1 1 2 TL,UNIF 2 Joint Loads/Enforced Displacements, BLC 1 oi.n.t Is this a Load or Direction giber a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude ------------------------------------------------K,K-f t,in, rad--------- L <5> 1.960 Member Point Loads, BLC 1 Joints -.Cer I J Direction Magnitude Location - - -----------------------------------K,K-ft-----------ft or %--------------- 3 3 5 1.200 6.150 Member Distributed Loads, BLC 2 Joints Load Pattern Pattern �m.ber I J Label Multiplier - --------------------------------------------------------------------------- 6 TL 0.2280 3 3 4 TL 0.1350 *A-3D (R Version 3.0 • _ ttural Engineer Job 0022 ` Page: 3 ;5'_20 Date: 11/12/00 ` File: 0022TS LANE, CUPERTINO, CALIFORNIA Load Patterns Magnitudes Locations ^ a'cel Dir Start End Start End -----K/ft,F----------K/ft,F-----------ft or %-------ft or %--- _ -1.000 -1.000 0.000 0.000 Load Combinations -- RWPE '�C. _escriocion BLC Fac BLC Fac BLC Fac BLC . Fac BLC Fac SSdv ---- ----- ------------------------------------------------------------------- _ATERAL 1 1 2 1 Y Y _- .B*X LATERAL 1 2.8 2 1 Y Y amicS Input: Number of Modes. . .. . . . .. . . . 3 Load combination Number. . . . 1 Acceleration of Gravity. . . . 32.20 ft/sec-2 convergence Tolerance. . . . . . 0.001 _onverae Work Vectors. . . . . . No Joint Displacements, LC 1 : TL+X LATERAL -c,n- ---------- Translation --------+ +----------- Rotation ----------- Nc X Y Z X Rotate Y Rotate Z Rotate -----------in---------in---------in----------rad--------rad--------rad------ 0.000 0.000 0.000 0.00000 0.00000 0.00000 0.000 0.000 0.000 0.00000 0.00000 0.00000 3 0.249 0.002 0.000 0.00000 0.00000 -0.00261 0.249 -0.003 0.000 0.00000 0.00000 -0.00239 5 0.622 0.003 0.000 0.00000 0.00000 -0.00165 6 0.621 -0.005 0.000 0.00000 0.00000 -0.00170 Drift LC 1 : TL+X LATERAL S--_ry +- -- X Direction --+ +--- Y Direction ---+ +--- Z Direction Jcint Drift % of Ht Joint Drift % of Ht Joint Drift % of Ht ---- --i -- ---- ----- - -------in----------------------in----------- 5 0.62 .27 Reactions, LC 1 : TL+X LATERAL joint +- ---------- Forces --- --- --+ +----------- Moments ----------- , No X Y Z Mx My Mz --- - ----- --K----------K----------K-----------K-ft-------K-ft-------K-ft----- o-'ais: 0.00 0.00 0.00 „f Gravity Coords (X,Y,Z) (ft) : 3.500, 15.267, 0.000 *A-32 (R) version 3. 0 -1Z Engineer Job : 0022 Page: 4 _ a- -;_ -A 95120 Date: 11/12/00 _ _, File: 0022TS =9: :�:RH:N LANE, CUPERTINO, CALIFORNIA Member Section Forces, LC 1 TL*X LATERAL >==========---== Shear Shear ,oment Moment Sec Axial y-y z-z Torque y-y z-z - ---- ------K--------K--------K-------K-ft------K-ft-------K-ft--- 3 1 -3.74 1.50 0.00 0.00 0.00 9. 92 2 -3.74 1.50 0.00 0.00 0.00 6 . 52 3 -3.74 1.50 0.00 0.00 0.00 3. 12 4 -3.74 1.50 0.00 0.00 0.00 -0.26 5 -3.74 1.50 0.00 0.00 0.00 -3.67 ----------------------------------------------------------------------- -- _ 2- 4 1 6.28 1.66 0.00 0.00 0.00 Q 2 6.28 1.66 0.00 0.00 0.00 6.64 3 6.28 1.66 0.00 0.00 0.00 2.86 4 6.28 1.66 0.00 0.00 0.00 -0. 91 5 6.28 1.66 0.00 0.00 0.00 -4 .69 - --------------------------------------------------------------------------- 3- 4 1 0.22 -2.57 0.00 0.00 0.00 -10.24 2 0.22 -2.80 0.00 0.00 0.00 -5. 55 3 0.22 -3.04 0.00 0.00 0.00 -0.44 4 0.22 -3.27 0.00 0.00 0.00 5.08 5 0.22 -3.51 0.00 0.00 0.00 11.02 - ------ --------------------------------------------------------------------- 3- 5 1 -1.17 1.72 0.00 0.00 0.00 6. 57 2 -1.17 1.72 0.00 0.00 0.00 2.34 3 -1.17 1.72 0.00 0.00 0.00 -1.90 4 -1.17 0.52 0.00 0.00 0.00 -4 .64 5 -1.17 0.52 0.00 0.00 0.00 -5.92 ---------------------------------------------------------------------------- 4- 6 1 2.77 1.44 0.00 0.00 0.00 6. 33 2 2.77 1.44 0.00 0.00 0.00 2.78 3 2.77 1.44 0.00 0.00 0.00 -0.77 4 2.77 1.44 0.00 0.00 0.00 -4.31 5 2.77 1.44 0.00 0.00 0.00 -7.86 ---------------------------------------------------------------------------- 5- 6 1 1.44 -1.17 0.00 0.00 0.00 -5. 92 2 1.44 -1.57 0.00 0.00 0.00 3 1.44 -1.97 0.00 0.00 0.00 -0.43 4 1.44 -2.37 0.00 0.00 0.00 3.37 5 1.44 -2.77 0.00 0.00 0.00 7.86 ---------------------------------------------------------------------------- _________________< Member Stresses, LC 1 : TL+X LATERAL em t er Shear Shear +-------------- Bending --------------- }::al y-y Z_Z y-top y-bot z-top z-uot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi-- - -0.54 0.36 0.00 -8.83 8.83 0.00 0.GG -0.54 0.36 0.00 -5.81 5.61 0.00 0.00 -0.54 0.36 0.00 -2.78 2.78 0.00 O.GG -0.54 0.36 0.00 0.25 -0.25 0.00 0.00 -0.54 0.36 0.00 3.27 -3 .27 0.00 0.00 *A-3D (R) Version 3.0 _ Z Structural Engineer Job : 0022 991 -ar-.zs•.'ood Play ^rage. 5 Jose, Date: 11/12/ a n CA 95120 ' - File: 0022TS :/.-R',IT-N LANE, CUPERTINO, CALIFORNIA Member Stresses, LC 1 : TL+X LATERAL ti,aTUe Shear Shear +-------------- Bending --------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot --- ----------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- - - -------------------------------------------------------------------------- _ 0.92 0.40 0.00 -9.27 9.27 0.00 0.00 0.92 0.40 0.00 -5.91 5.91 0.00 0.00 0.92 0.40 0.00 -2 .55 2.55 0.00 0.00 4 0.92 0.40 0.00 0.81 -0.81 0.00 0.00 0.92 0.40 0.00 4 .17 -4.17 0.00 0.00 -- ------------------------------------------------_---------------- -------- 0.04 -0.82 0.00 14 .08 14 .08 0.00 0.00 2 0.04- -0.90 0.00 7.63 -7.63 0.00 0.00 0.04 -0.97 0.00 0.61 -0.61 0.00 0.00 0.04 -1.05 0.00 -6.98 6.98 0.00 0.00 5 0.04 -1.12 0.00 -15.14 15.14 0.00 0.00 ---------------------------------------------------------------------------- 4 1 -0.17 0.41 0.00 -5.85 5.85 0.00 0.00 2 -0.17 0.41 0.00 -2.08 2.08 0.00 0.00 3 -0.17 0 .41 0.00 1.69 -1.69 0.00 0.00 4 -0.17 0.12 0.00 4 .14 -4 .14 0.00 0.00 5 -0.17 0.12 0.00 5.27 -5.27 0.00 0.00 - ------- -------------------------------------------------------------------- 5 , 0.40 0.35 0.00 -5.64 5.64 0.00 0.00 2 0.40 0.35 0.00 -2.48 2.48 0.00 0.00 3 0.40 0.35 0.00 0.68 -0.68 0.00 0.00 4 0.40 0.35 0.00 3.84 -3.84 0.00 0.00 5 0.40 0.35 0.00 7.00 -7.00 0.00 0.00 - --------------------------------------------------------------------------- 0.26 -0.37 0.00 8.14 -8.14 0.00 0.00 2 0.26 -0.50 0.00 4 .84 -4 .84 0.00 0.00 3 0.26 -0.63 0.00 0.59 -0.59 0.00 0.00 4 0.26 -0.76 0.00 -4 .63 4 .63 0.00 0.00 5 0.26 -0.89 0.00 -10.80 10.80 0.00 0.00 -- ------ -------------------------------------------------------------------- ________________< Member Deflections, LC 1 : TL+X LATERAL ---------- Translation ---------+ Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/r: (z) - ------------in---------in---------in---------rad--------------------------- i 1 0.000 0.000 0.000 0.00000 NC NC 2 0.001 -0.026 0.000 0.00000 4205.7 NC 0.001 -0.089 0.000 0.00000 1224.7 NC 0.002 -0.170 0.000 0.00000 641.6 NC 5 0.002 -0.249 0.000 0.00000 NC NC ---------------------------------------------------------------------------- 2 1 0.000 0.000 0.000 0.00000 NC NC 2 -0.001 -0.027 0.000 0.00000 4029.2 NC 3 -0.002 -0.092 0.000 0.00000 1185.8 NC 4 -0.003 -0.173 0.000 0.00000 629.7 NC *A-3D !R) Version 3.0 Ji... Chen, Structural Engineer Job . 0022 '"lay Page: 6 CA 95'20 Date: 11/12/00 " Fi?e: 0022TS 'ANE, CUPERTINO, CALIFORNIA --__< Member Deflections, LC 1 TL+X LATERAL em ter ---------- Translation ---------- Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n (z) - -0.003 -0.249 0.000 0.00000 437.6 NC -- - --- - ----- --------------------------------------------------------------- 0.249 0.002 0.000 0.00000 NC NC 2 0.249 -0.021 0.000 0.00000 3941.2 NC 3 0.249 -0.005 0.000 0.00000 NC NC 0.249 0.014 0.000 0.00000 5346.9 NC 5 0.249 -0.003 0.000 0.00000 NC NC - -- ----- -------------------------------------------------------------------- 0.002 -0.249 0.000 0.00000 NC NC 2 0.002 -0.344 0.000 0.00000 NC NC 3 0.002 -0.455 0.000 0.00000 5961.6 NC 4 0.003 -0.554 0.000 0.00000 4675.8 NC 0.003 -0.622 0.000 0.00000 316.9 NC --- ------------------------------------------------------------------------- 5 -0.003 -0.249 0.000 0.00000 NC NC 2 -0.004 -0.338 0.000 0.00000 1329.5 NC 3 -0.004 -0.445 0.000 0.00000 NC NC -0.005 -0.548 0.000 0.00000 6033.4 NC 5 -0.005 -0.621 0.000 0.00000 NC NC -- ------ ----- --------------------------------------------------------------- 6 1 0.622 0.003 0.000 0.00000 NC NC 2 0.622 -0.013 0.000 0.00000 6257.1 NC 0.622 -0.004 0.000 0.00000 NC NC 4 0.622 0.007 0.000 0.00000 7940.6 NC 5 0.621 -0.005 0.000 0.00000 NC NC -- - ----- -------------------------------------------------------------------- ______________< Member Section Torsion, LC 1 : TL+X LATERAL _ Joints Torsion Warp Shear Warp Bending J Sec Torque Shear y-y z-z z-top z-bot -- - - --- ---- K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 1- 3 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 -- - ----- -------------------------------------------------------------------- 2 2- 4 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 --- ----- -------------------------------------------------------------------- 3 3- 4 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 *A-3D (R) Version 3.0 ne Structural Engineer Job : 0022 ;_ amcsw�od :,Jay Page: 7 Sar. ase, .A 95120 Date: 11/12/00 File: 0022TS ..9696 K Rw.N LANE, CUPERTINO, CALIFORNIA -------------_< Member Section Torsion, LC 1 TL+X LATERAL Member .'tints Torsion Warp Shear Warp Bending J Sec Torque Shear y-y z-z z-top z-bot - --- -----------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 4 0.00 0.00 5 0.00 0.00 ---- ---- -------------------------------------------------------------------- 3- 5 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 - -------------------------------------------------------------------- 5 4- 6 1 0.00 0.00 - No Warping 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 -------------------------------------------------------------- - - 6 5- 6 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 --------------------------------------------------------------------- __ Membe AISC Unity Checks, LC 1 : TL+X LATER Member Joints Unity " Shur '" F Cm Cm ASD J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn - --------------- - -----------------Ksi---Ksi---Ksi---------------------- 3 0.233 1 0.015 ly 26.93 40.47 40.47 2.18 0.85 0.85 H2-1 2 2 4 0.254 1 0.016 ly 26.93 40.47 40.47 2.28 0.85 0.85 H1-2 3 3 4 0.375 5 0.046 5y 29.60 40.47 40.47 1.00 0.60 0.85 H1-2 5 0.149 1 0.017 ly 25.72 40.47 40.47 2.30 0.85 0.85 H2-1 5 4 6 0.184 5 0.014 ly 25.72 40.47 40.47 2.30 0.85 0.85 H1-2 6 5 6 0.27 5 0.036 Sy 29.60 40.47 40.47 1.00 0.60 0.85 H1-2 Member NDS Unity Checks, LC 1 : TL+X LATERAL Unity Shear Memb Chk Loc Chk Loc Fc' Ft' Fbl' Fb2' Fv' Rb CL CP Eqn --------------------------Ksi---Ksi---Ksi---Ksi---Ksi----------------------- -------__________< Redesign Shapes, LC 1 : TL+X LATERAL Suggested Alternate Shapes ~ Set:J Member 1st Choice 2nd Choice 3rd Choice 4th Choice ---------------------------------------------------------------------------- Redesign not performed. . . ROA-3D (R) Version 3 .0 )� _zructural Engineer Job : 0022 ��— S;_ .. od L:ay Page: 8 JsY 2; 95120 Date: 11/12/00 - File: 0022TS zCc::R47IN LANE, CUPERTINO, CALIFORNIA - ___ -------__< Material Takeoff, LC 1 TL+X LATERAL S ec t:on Database Total Total Se:: Shape Length Weight ----------------------------------- TUBX4X5 37.86 0'88 °E TU6X4X5 14.00 0.27 Total Wts: 1.15 A-3D (R) Version 3.0 act ral Engineer Job : 0022 }7a;, Page: 9 5.2C Date: 11/12/0Q ... _ -.._ Pile: 0022TS N SANE, CUPERTINO, CALIFORNIA Member Section Forces, LC 2 TL+2.8*X LATERAL _____________ Shear �-"S7Tear Moment Moment _nts Sec Axial y-y z-z Torque y-y z-z - -- --- --_K--------K--------K-------K-ft------K-ft-------K-ft--- 3 1 12.75 4.22 0.00 0.00 0.00 27.87 2 -12.75 4.22 0.00 0.00 0.00 18.28 3 -12.75 4.22 0.00 0.00 0.00 8.70 4 -12.75 4.22 0.00 0.00 0.00 -0.89 5 -12.75 4.22 0.00 0.00 0.00 -10.48 - --- - ---------------------------- -------------------------- 2- 4 1 15.29 4.62 0.00 0.00 0.00 29.06 2 15.29 4.62 0.00 0.00 0.00 18.56 3 15.29 4.62 0.00 0.00 0.00 8.06 4 15.29 4.62 0.00 0.00 0.00 -2.44 5 15.29 4.62 0.00 0.00 0.00 -12.94 ------------------------------------------------ 0.00 0.00 0.00 -29.62 3- 4 1 0.79 -8.03 . 2 0.79 -8.27 0.00 0.00 0.00 -15.35 3 0.79 -8.51 0.00 0-00 0.00 -0.68 4 0.79 -8.74 0.00 0.00 0.00 14 .41 5 0.79 -8,98 0.00 0.00 0.009.9 - ---- ------------- ----------------------------------- 4 3- 5 1 -4.72 5.02 0.00 0.00 0.00 19.14 2 -4.72 5.02 0.00 0.00 0.00 6.79 3 -4.72 5.02 0.00 0.00 0.00 -5.57 4 -4.72 1.66 0.00 0.00 0.00 -13.77 5 -4.72 1.66 0.00 0.00 0.00 -17.85 ----- ------------------------------------------------------------- 4 6 1 6.31 3.83 0.00 0.00 0.00 16.98 2 6.31 3.83 0.00 0.00 0.00 7.55 3 6.31 3.83 0.00 0.00 0.00 -1.88 4 6.31 3.83 0.00 0.00 0.00 -11.32 5 6.31 3.83 0.00 0 .00 0.00 -20.75 ----- ------------------------------------------------------------ 6 5- 6 1 3.83 -4.72 0.00 0.00 0.00 -17.85 2 3.83 -5.12 0.00 0.00 0.00 -9.24 3 3.83 -5.51 0.00 0.00 0.00 0.06 4 3.83 -5.91 0.00 0.00 0.00 10.05 5 3.83 -6.31 0.00 0.00 0.00 20.75 - ---- ---- ------------------------------------------------------------------- JAMES C.CHEN,C.E..S.E. JOB NO. O2/, P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 ^ DATE 8 STRUCTURAL CALCULATIONS offlpr Cgpy NEW PROPOSED RESIDENCE at �GrT5D'. 20690 KIRWIN LANE CUPERTINO, CALIF. - Q40FESS/pN ti�"Qko c��EH HSU ql F� y W n C-7 QW: No. 2282 z `� Exp.12/01/6 c N13 glFOF CA00' JAMES C.CHEN,C.E. S.E JOB NO. P. O.BOX 20302 SHEET NO. z OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE INDEX DESIGN CRITERIA ............................................................................................ 2 ROOF FRAMING DESIGN ..................................................................................R1 -1212 SECOND FLOOR FRAMING DESIGN.................................................................. F1 -t--27- LATERAL LOAUS ANALYSIS ............................................................................. L1 L4- SHEAR 4SHEAR WALLS DESIGN ................................................................................... W1 -WZFj COLUMNS ........................................................................................................ Cl- 4z FOUNDATION DESIGN ...................................................................................... FD1-FD2 DESIGN CRITERIA BUILDING CODE: 1997 UBC FOUNDATION: ALLOWABLE BEARING CAPACITY FOR(L.L.+D.L.)=1,500 PSF BY:FRANK LEE AND ASSOCIATES CONCRETE: fc=2,500 PSI FOR SLAB ON GRADE AND FOOTINGS. REINFORCING STEEL: GRADE 60 FOR#5 AND LARGER GRADE 40 FOR#4 AND SMALLER MISC.STEEL: ASTM A 36,TYP,U.O.N. ANCHOR BOLTS AND UNFINISHED BOLTS A 307 GLU-LAM BEAMS:F 24-V 8 CARPENTRY: D.F.NO.1, TYP,U.N.O. JAMES C,CHEN.C.E.S.E. JOB NO. P.0. BOX 20302 SHEET NO. 2 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE ROOF LOADS: SLOPE ROOF: DEAD LOADS: CONCRETE TILE 11.0 PSF ROOF PITCH=12:4 112"PLYWOOD 1.5 RAFTER 8 FRAMING 3.0 S= 12'- 42=12.65 MECH.8 ELEC. 0.5 INSULATION 1.5 CEILING 2.5 MISC 0.5 DL=20.5.12.65=21.61 Use 22 PSF 12 LIVE LOADS: 16 TOTAL LOADS: 38 PSF RAFTER-1: L (14)ft b 2-ft w (22 16)•b•Ib w=76•Ibbf M 1 w LZ M=1.86.103 Ibf•ft 8 V 1•w•L V=532•Ibf Use D.F.NO.2 Fb 875•Ibf Fv 95•Ibf in in Sregd M Sreqd—17.76-in 3 Fb 1.151.25 Aregd 1.5-V Areqd=6.72•inZ Fv 1.25 USE 2><I� i JAMES C,CHEN, C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. Z OF SAN JOSE,CA 95160 DESIGN (408)268.0612 DATE � T I r Ir-yf 774. t � I SODF" -FR,!H U I>LA N JAMES C,CHEN,C.E.,S.E. JOB NO. P. 0. BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE HIP-1 : Ll 14-ft Ll L 1.414-LI L=19.8•fl W w (22. 16)•lb2 ft W w.L1.2. I W=376.24•I�f f12 2 1.414 M .1283• W L L M=9.46.103 •Ibf-fl L 2 VI W L•I VI=1.24.103 Ibf 2 3 R1 V2 W L.2 V2=2.48.103 •Ibf 2 3 Fb 0.96-2400•Ibf Fv 165•Ibf E 1800000Ibf TRY GLB int inZ in Sre d M Sregd=39.41•in3 q Fb-1.25 Areqd 1.5•V2 Areqd=18.06•in2 Fv•1.25 USE GLB 31/8X 10 1/2 ( A 32.8•in2 S 57.4-in3 1 301.5•in4 ) k I d 10.5 b 3.125 x 10 y 10 z 10 I i i Cv k. 12 5.125 ` 21 ft ` Cv=1.07 OK d b L ATL 0.01304.W-L4 2,E,1 ATL=1.2-in CAM 1.5 AfL 22 CAM=1.04-in USE CAM=1 " 38 ' JAMES C.CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE HIP-2: L1 12.5-ft Ll L 1.4141I L=17.68-ft w w (22 16)•Ibf ft' W W L1.2. I W=335.93.Ibf R2 2 1.414 ft M .1283• W L L M=6.73.103 Ibf fl L 2 V1 W-L I V1=989.58•lbf 2 3 R1 V2 W L 2 V2=1.98.103 •Ibf 2 3 Fb 2400-IV Fv 165•Ibf E 1800000-IV TRY GLB int in int Sregd M Sregd=26.93-in 3 Fb•1.25 Areqd 1'S v2 Areqd=14.39•inZ Fv 1.25 USE GLIB 1/8 X 101/2 ( A 32.8•in2 S 57.4-in3 1 301.5-in' ) k 1 d 10.5 b 3.125 x 10 y 10 z 10 I 1 1 Cv k• 12 5.125 21-ft ` Cv=1.08 OK d b L WL° ATL 0.01304• 2-E•1 ATL=0.68-in CAM 1.5-ATL-` CAM=0.59-in USE CAM=5/8" 38 _ JAMES C,CHEN,C E..S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE HIP-3: LI 11.5•ft Ll L 1.414-L1 L=16.26-ft W w (22 16).Ibf \ fl2 W W LI 2 I W=309.05,Ibf R2 2 1.414 ft M .1283• W L L M=5.24.10 •Ibf ft L 2 V1 W L•I VI =837.58•lbf 2 3 R1 V2 W-L.2 V2=1.68-10 •Ibf 2 3 Fb 1000lbf Fv 95•lbf TRY 4 x DF#1 int int Sregd M Sregd=50.33•in3 Fb-1.25 Are9 d 1.5-V2 Aregd=21.16 int Fv-1.25 USE 4 X 10 ( A 32.38•in2 SCF 49.91.1.2•in3= 59.89-in3 1 230.84•in° ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.0. BOX 20302 SHEET NO.JZG—OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-1 : L 10ft w 38.2 Ibf w=418•Ibf 2 ft ft RL L RR RL I W.L RL=2.09.101 Ibf 2 RR I•w•L RR=2.09.101 •Ibf 2 M 1.,.L2 M=5.22.101 Ibf ft 8 • Try 4 X DF#1 Fb 1000•Ibf Fv 95•Ibf in in Sreqd M Sregd=50.16•in1 Fb•1.25 Aregd 1.5.(RL w•ft) Areqd=26.4-in:! Fv USE 4 X 10 ( A 32.38•in' SCF 49.91.1.2-in1= 59.89-in3 1 230.84•in4 ) i JAMES C,CHEN.C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO._-_]-_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-2: L 12-ft w 38.19 IV IVW w=361•ft 2 ft RL L RR RL I•w•L RL=2.17.103 •Ibf 2 RR I.w.L RR=2.17.103 •Ibf 2 M I.w.L2 M-6.5.103 Ibf•ft 8 Try 4 X DF#1 Fb 1000•IV Fv 95•Ib2 in in Sreqd M Sregd=62.38-in Fb•1.25 Arcqd 1.5•(RL w•ft) Areqd=28.5•int Fv USE 4X12 ( A 39.38•in2 SCF 73.83.1.1•in3= 81.21-id I 415.28•in4 ) JAMES C,CHEN. C E..S.E. JOB NO. P.O.BOX 20302 SHEET NO._E-_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-3: L 17,ft LI 3.25-ft Ll L2 L2 L L1 L2=13.75-ft �y P .v (10 5).12.51bf w=93.75•lbf 2 ft ft RL RR HIP-1s RB-1 P (2.2480 2090)•Ibf P=7.05.103 Ibf RL I•w.L P-L2 RL=6.5.103 •Ibf 2 L RR 1•wL P-L1 RR=2.14.103 •Ibf 2 L r RR r=22.88-ft Mmax at P w M RR L2 I �N L22 M=2.06.101 •Ibf ft 2 Try GLB, Fb 0.96-2400-IV Fv 165-IV E 1800000.IV int in' inZ Sregd M Sregd=85.95-in 3 Fb•1.25 Areqd 1.5(RL w ft) Areqd=46.58-in 2 Fv-1.25 USE GLB 5 1/8 X 10 1/2 ( A 53.8•in2 S 94.2•in3 1 494.4•in4 ) k 0.96 d 10.5 b 5.125 x 10 y 10 z 10 I t t Cv k• 12 '. 5.125 ` 21,ft ' Cv=0.99 OK d b L ATL ATL L12 L22 5 w L1 ATL=0.73-in L =277.93 3•E-1•L 384-E-1 ATL CAM 1.5• ATL--- CAM=0.64 in CAM 5/8" 38 JAMES C,CHEN,C.E..S.E JOB NO. P.O. BOX 20302 SHEET NO. l OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-5: L 16-ft LI 4.5 ft L2 8.5-ft L3 L LI L2 L3=3-ft Ll L2 L3 w (10 5).12 Ibf w=90 Ibf w P1 P2 2 ft ft RB-4 RL 4RR PI 1400•lbf P1=1.4.103 Ibf HIP-3 P2 1680 38. 14.5,2 Ibf P2=3.01-10 3 Ibf 4 RL I.w•L PI-L_ L3 P2 L3 RL=2.29.103 -Ibf 2 L L RR I•w•L PI-LI P2 LI L2 RR=3.56.103 •Ibf 2 L L r RL P1 r=9.9 ft w M RL•r PI•(r L1) I•w.12 M=1.07.104 Ibf•ft iiIbf int Try GLB, Fb 0.96.2400• nt int Fv 165• nt E 1800000•int Sregd M Sregd=44.61•in3 Fb 1.25 Aregd 1.5•(RR w•fl) Aregd=25.23•int Fv 1.25 USE GLB 3 1/8 X 10 1/2 ( A 32.8•in2 S 57.4-in? 1 301.5•in4 ) k 0.96 d 10.5 b 3.125 x 10 y 10 z 10 I i i 12 5.125 21• Cc21-ftCv=LOS OK • d b L ATL PI•L12•(L2 L3)2 P2-(LI L2)2•(L3)2 5•w•L4 j" ATL=0.8-in' 3-E-1 L 3•E-I-L 384•E-1 ATL 40.92 CAM 1.5•ATL•22 CAM=0.69-in USE CAM 3/4" 38 JAMES C.CHEN,C E..S.E. JOB NO. R 0.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-4: L 10.5 ft w 38. 2 fl 14 Ibf Ibf w w=266 ft RL RR RL 1.�v.L RL=1.4.103 •Ibf 2 RR 1.w L RR=1.4.103 •Ibf 2 M I.w.L2 M=3.67.103 •Ibf•ft 8 Try 4 X DF#1 Fb 1000 Ibf Fv 95•Ibf in in Sreqd M Sregd=35.19-in 3 Fb•1.25 Are d 1.5•(RL w•ft) Aregd=17.85-in 2 q Fv USE 4 X 8 ( A 25.38•in1 SCF 30.66.1.3•in3 = 39.86•in3 1 111.15•in4 ) JAMES C,CHEN.C.E.,S.E. JOB NO. P.0.BOX 20302 SHEET N0. z OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-7: L 4-ft L1 1•ft L2 1.5-ft L3 L LI L2 L3=1.5-ft Ll L2 L3 w (10 5).12Ibf w=90•Ibf w P1 P2 2 ft ft RL RR RB-6 P1 (7410)-Ibf P1 =7.41.10; Ibf RB-3 P2 (2140)•Ibf P2=2.14.10 Ibf RL I•w•L Pl•L_ L3 P2• RL=6.54.10 •Ibf 2 L L RR I•w•L PILI P2-Ll L2 RR=3.37.103 Ibf 2 L L r PIL PI r= 9.67-ft Mmax at P1 w M RL-LI I•w•1_22 M=6.44.10 -Ibf-ft 2 Try GLB, Fb 0.96.2400-IbZ Fv 165-Ibf E 1800000-IV in in in' Sreqd M Sreqd=26.83•in3 Fb•1.25 Aregd 1.5(RL w ft) Aregd=46.91*in3 Fv 1.25 USE GLB 5 1/8 X 10 1/2 ( A 53.8-in' S 94.2•in3 1 494.4•in4 ) k 0.96 d 10.5 b 5.125 x 10 y 10 z 10 I i i Cv k- 12 ` 5.125 y 21-ft z Cv=1.15 OK d b L ATL PI•LI'•(L2 L3)' P2-(LI L2)2.(L3)2 5•w-L' ATL=0.02•in L =2.96.10 3•E-1•L 3•E-1•L 384•E•1 ATL CAM 1.5-ATL-2 CAM=0.01*in NO CAM 38 JAMES C,CHEN.C.E.S.E. JOB NO. • P.O.BOX 20302 SHEET NO. _OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE RB-6: L 17.8 LI 4.25.8 L2 12 ft L3 L L1 L2 L3=0.75.8 Ll L2 L3 w (10 5).2*IV w=90.18f w P1 P41R RL R HIP-2 RB-2 PI (990 2170)•Ibf P1 =3.16.10 •Ibf 2-HIP-2 RB-2 P2 (1980.2 2170)•Ibf P2-6.13.10 •Ibf RL I.w•L PI-L2 L3 P2-L3 RL=3.41-10 •Ibf 2 L L RR I•w•L PILI P2 L1 L2 RR=7.41-10 •Ibf 2 L L r RL P1 r=2.73.8 MmaxatPl w M RL-Ll I•w.L22 M=7.99.103 •Ibf•8 2 Try GLB, Fb 0.96.2400•Ibz Fv 165•Ib2 E 1800000•IbZ in m in Sre9 d M Sreqd=33.3 io Fb•1.25 Are d 1.5•(RR w-8) Aregd=53.27-in 2 g Fv1.25 USE GLB 5 1/8 X 10 1/2 ( A 53.8•in2 S 94.2•in3 1 494.4•ina ) k 0.96 d 10.5 b 3.125 x 10 y 10 z 10 I i i Cv k- 12 5.125 r 21.8 ` Cv=1.04 OK d b L ATL PI-Ll 2•(L2 L3)2 P2-(LI L2)2•(L3)2 5•wL4 ATL=0.58-in L =352.95 3•E-1•L 3•E-1•L 384•E•I ATL CAM 1.5•ATL•22 CAM=0.5 in USE CAM 1/2" 38 JAMES C,CHEN.C.E.,S.E. JOB NO. _ P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE I PIi-2 M r fB-S T -- t I� ;:Ih '7 h II t I - 2ND' FL �FKM'6% P►-,�rJ JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEETNO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FLOOR FRAMING: FLOOR LOADS: DEAD LOADS: FRAMING 3.0 PSF 3/4"PLYWOOD 2.5 INSULATION 1.0 MECH.&ELEC. 1.0 MISC. 1.0 10.0 PSF LIVE LOADS 40.0 TOTAL 50.0 PSF FJ-1: Max. L=17 ft max. Use 2x 12@ 16"O.C. PER UBC TABLE 23-1-V-J-1 FJ-2: Max. L=19 ft max. Use 2x 12@ 12"O.C. PER UBC TABLE 23-1-V-J-1 JAMES C,CHEN,C.E.,S.E. JOB NO, P.O.BOX 20302 SHEET NO. r-__:�_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-1 : L 10.5-ft 12.5 6 • 4 Ibf Ibf W w 50• 15.9 38• w=637.5• 2 2 ft ft 10 RL L RR RL I.w.L RL=3.35.103 •Ibf 2 RR I.w.L RR=3.35.103 •Ibf 2 M I.w.L2 M=8.79.103 •Ibf-ft 8 Try 6 X DF#1 Fb 1350•Ibf Fv 85•Ibf in in Sre d M Sregd=78.09•in3 g Fb Aregd 1.5.(RL wft) Areqd=47.81-int Fv USE 6 X 12 ( A 63.25•iW SCF 121.23•I-in'= 121.23•in3 1 697.07•in4 ) JAMES C,CHEN.C.E.,S.E. JOB NO._ P.O.8OX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB 1 L 13-ft W 1.33 7• 2.5 Ibf w=348.75•Ibf w 50. -- 15.9 38•__2_..,._R ft 2 =LRR RL 1 N,L RL=2.27.103 Ibf 2 RR I.WL RR=2.27.103 -Ibf 2 M 1 wL2 M=7.37.103 •Ibf-ft 8 Try 6 X DF#1 Fb 1350•Ibf Fv 85•Ibf int int Sreqd M Sregd=65.49•in3 Fb Aregd 1.5-(PL w•ft) Aregd=33.85•in2 Fv USE 6X12 ( A 63.25•in2 SCF 121.23.1•in7= 121.23•in3 I 697.07•in° ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO._L--2_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-2: L 13.5 ft Ll 2,75-ft L1 L2 L2 L L1 L2=10.75•ft w F w 50 t5 15.9 38.6 4 Ibf w=700•Ibf RL RR 2 2 ft ft FB-1A HIP-1 P (2270 1240)-Ibf P=3.51.103 •Ibf RL I.W.L P.L2 RL=7.52.103 Ibf 2 L RR I.w•L. . P LI RR=5.44.103 •Ibf 2 L r RR r=7.77-ft w M RR•r I•vrr2 M=2.11.10° -Ibf-ft 2 Try GLB, Fb 0.98-2400.IV Fv 165-IV E 1800000.IV int int int Sreqd M Sregd=107.85•in3 Fb Areqd 1'5.(RL w•ft) Aregd=62•int Fv USE GLB 6 3/4 X 10 1/2 ( A 70.9•in2 S 124.0-in 3 1 651.2•in4 ) k 0.96 d 10.5 b 6.75 x 10 y 10 z 10 I i i s Cv k• 12 t y 5.125 21-11 Cv=0.99 OK d b L ATL P•L12•L22 5•w•L° ATL-0.56-in L =290.34 3•E-1•L 384•E•1 ATL CAM 1.5•ATL CAM=0.42*in CAM 1/2" 2 JAMES C,CHEN•C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-3: L 15.25-ft LI 12.25-ft Ll L2 L2 L L1 L2=3•ft w P v.• so.1.33 109 Ibf w=123.25•I�f RL RR 2 ft FB-2 P 5440• 50-14.5 . 15.9.1 38-3-1 7.5 38. 14• 2 7.5 .Ibf P=8.25.103 Ibf 2 3 3 2 2 2 RL I.I.L P.L2 RL=2.56.103 Ibf 2 L RR 1 W.L. P•Ll RR=7.57.103 Ibf 2 L i PIL r=20.79-ft MmaxatP w M RL-LI I.w•L12 M=2.21.104 Ibfft 2 Try GLB, Fb 0.98.2400•Ibf Fv 165•Ibf E 1800000•Ibf m m m Sreqd M Sregd=113•in3 Fb Areq d 1.5-(RR w.ft) Areqd=67.67•int Fv USE GLB 6 3/4 X 10 1/2 ( A 70.9•in2 S 124.0-in3 1 651.2•in4 ) k 0.96 d 10.5 b 6.75 x 10 y 10 z 10 I i i Cv k• 12 ` 5.125 r 21-ft Cv=0.98 OK d b L ATL P LI2 L22 5•wL4 ATL=0.49-in L =375.76 3-E•1•L 384•E•1 ATL CAM 1.5•ATL CAM=0.37-in CAM 3/8" 2 JAMES C,CHEN,C.E.,S.E. JOB NO. � P.O.BOX 20302 SHEET NO. F 1 1 OF SAN JOSE,CA 95160 DESIGN T (408)268-0612 DATE FIB-4: L 15.25-ft LI 12.25-ft L1 L2 L2 L Ll L2=3•ft W P vv 50 , 1.33 15.9 38.7 10 Ibf w=491.25•Ibf RL RR 2 _ ft ft FB-1 HIP-1 P (3350 1240)•Ibf P=4.59.103 •Ibf RL I w L P L2 RL=4.65.103 •Ibf 2 L RR I.W.L P LI RR=7.43.103 •Ibf 2 L r RI- r=9.46-ft w M RL•r I•w•rZ M=2.2.104 •Ibf•ft 2 Try GLB, Fb 0.98.2400•lbf Fv 165•IbZ E 1800000Ib2 in' in to Sreqd M Sreqd=112.22•in3 Fb Areqd 1.5(RR w•ft) Areqd=63.11•int Fv USE GLIB 6 3/4 X 10 1/2 ( A 70.9-in' S 124.0-in3 1 651.2•in4 ) k 0.96 d 10.5 b 6.75 r 10 y 10 z 10 I 1 1 Cv k• 12 5.125 r 21•R a Cv=0.98 OK d b L ATL P LIZ L22 5 w L4 ATL=0.71-in L =257.83 3•E-I-L 384-E•1 ATL CAM 1.5-ATL CAM=0.53-in CAM 1/2" JAMES C,CHEN,C.E.,S.E. JOB NO. P.O. BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-5: L 10 ft LI 0.5-ft L2 7.5-ft L3 L Ll L2 L3=2-ft Ll L2 L3 w 50 3 15.9.2 38.3.2 Ibf w=241.Ibf P2 w P1 2 3 3 ft ft RL RR FB-3 PI (7570)•Ibf PI=7.57.103 Ibf P2 PI P2=7.57.103 •Ibf RL I.w•L PI.1" L3 P2• RL=9.91.103 •Ibf 2 L L RR I•w•L Pl•LI P2 LI - RR=7.64.103 •Ibf 2 L L r RL PI r=9.71-ft Mmax at P2 w M RR•L3 I•w•L32 M-1.48.10° -Ibf-ft 2 Try GLB, Fb 0.96.2400•Ibf Fv 165•lbf E 1800000•Ibt int int in' Sre9 d M Sreqd=77.07•in3 Fb Are d 1.5.(RL `v.ft) Aregd=87.9-in 2 q Fv USE GLB 6 3/4 X 10 1/2 ( A 70.9.in' S 124.0•in3 I 651.2-in4 ) k 0.96 d 10.5 b 6.75 x 10 y 10 z 10 I i i Cv k• 12 5.125 Y 21-fl ` Cv=1.02 OK d b L ATL Pl•L12•(L2 L3)Z P2•(Ll • L2)Z•(L3)3 5•w-L4 ATL=0.15•in 3•E-1•L 3•E-1•L 384•E•1 CAM 1.5•ATL CAM=0.11•in USE CAM 1/8" 2 JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO.rlOF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-6: L 9-ft LI 7.5•R Ll L2 L2 L L1 L2=1.5-ft w F w 15.2 38.3 Ibf w-87 Ibf RL RR 2 R ft FB-4 P (7430)-Ibf P=7.43.103 Ibf KL 1.w.L p. RL=1.63.103 -Ibf 2 L RR I•w•L RLI RR=6.58.103 •Ibf 2 L r RL r=18.73-ft Mmax at P w M RL-LI I•w.Ll2 M=9.78.103 •Ibf•ft 2 Try GLB, Fb 0.98.2400•IV Z Fv 165•IV� E 1800000•IbZ in in in Sregd M Sregd=49.88-in 3 Fb Aregd I.5(RR w ft) Areqd=59.06•int Fv USE GLB 6 3/4 X 10 1/2 ( A 70.9-in' S 124.0•in3 1 651.2•in4 ) k 0.96 d 10.5 b 6.75 x 10 y 10 z 10 I t i 12 ` 5.125 21.8 ` Cv k� Cv=1.03 OK d b L ATL P-LI2•L22 5•w-L' ATL=0.06*in L =1.73.103 3•E-1•L 384-E•1 ATL CAM 1.5•ATL CAM=0.05-in NO CAM 2 JAMES C,CHEN.C.E.,S.E. JOB NO. P.0.BOX 20302 SHEET NO. Pj OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-7: L 14-ft w 15.9 38.3 14 Ibf Ibf W w=458• 2 ft RL L RR RL I.w.L PLL=3.21.103 -Ibf 2 RR I.WL RR=3.21.103 Ibf 2 m I.W.L2 M=1.12.10° -Ibf-ft 8 Try 6X DF#1 Fb 1350•Ibf Fv 85.Ibf int inl Sregd M Sregd=99.74•in3 Fb Are d 1.5-(RL w-ft) Aregd=48.49•in2 9 Fv USE 6 X 12 ( A 63.25•in' SCF - 121.23.1•inL. 121.23-in3 1 697.07•in4 ) I JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-8: L 13-ft Ll 10.5-ft Ll L2 L2 L Ll L2=2.5•ft w P w (109)-IV w=90.Ibf RL RR ft ft RB-5 P (3560)-Ibf P=3.56.103 Ibf RL I.W.L P L`0 RL=1.27.103 Ibf 2 L RR I.W.L. P-Ll RR=3.46.103 •Ibf 2 L r RL r=14.11-ft Mmax at P w M RR•L2 I•w•1_22 M=8.37.103 Ibf-ft 2 IV Try 6 X DF#1, Fb 1350•int Pv 65•int nk ns Sre d M Sreqd=74.4•in3 q Fb Areqd 1.5•(RR w-ft) Aregd=59.48-in 2 Fv USE 6X12 ( A 63.25•inz SCF 121.23.1•iW= 121.23-in3 1 697.07•in4 ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. F I z OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-9: L 13.5-ft LI 0.5 ft L2 1.5-ft L3 5-ft L4 4.5-ft L5 L Ll L2 L3 L4 L5=2-ft Ll L2 L3 L4 ,L5 WPl P2 P3 P4 W so. 10.9 10 9 Ibf w=123.25.Ibf 2 ft R Pl (6500)-Ibf -- RB-3 RL RR P2 Pl P3 50• 5 3 -9 .Ibf P3=1.24.103 •Ibf 2 2 P4 PI RL I w L PI L2 L3 L4 L5 P2 L3 L4 L5 P3 L4 L3 P4 L5 RL=1.42-104 •Ibf 2 L L L L RR I.w.L Pl•LI P2-Ll L2 P3 LI L2 L3 P4 LI L2 L3 L4 RR=8.21.103 •Ibf 2 L L L L r RR P4 r=13.91-ft Mmax at P3 W M RL-(LI L2 L3) 1•w-(LI L2 L3)2 Pl•(L2 L3) P2-L3 M=2.15.10 -Ibf-ft 2 Try GLIB, Fb 0.98.2400 Ibf Fv 165.Ibf E 1800000-Ibf int int int Sreqd m Sregd=109.9•in3 Fb 1.5•(RL w-ft PI) 2 Areqd Aregd=68.76-in- P1 within d distance Fv USE GLB 6 3/4 X 12 ( A 81.0-in 2 S 162.0 in3 l 972.0-in' ) k 0.96 d 12 b 6.75 x 10 y 10 z 10 I I i L Cv k• 12 ` 5.125 21-ft Cv=0.98 OK d b L ATLI P1•LIZ•(L2 L3 L4 L5)Z P2•(Ll L2)2•(L3 L4 L5)2 P3-(LI L2 L3)Z.(L4 L5)'- 3•E-1•L 3•E-1•L 3•E-I-L ATL2 P4-(Ll L2 L3 L4)2 L5' 5 w•L° ATL ATLI al-L2 CTL 0.29-in 3 E-I-L 384•E•1 ADL ATL-0.6 ADL=0.17•in ALL ATL ADL ALL=0.12-in L =1.4.103 ALL CAM 1.5 ADL CAM=0.26-in USE CAM 1/4" JAMES C,CHEN,C.E..S.E. JOB NO. P O.BOX 20302 SHEET NO. T-:13 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE IJu�UIS&D FB-11 : L 10.5 ft LI 7.25-ft L1 L2 L2 L LI L2=3.25-ft w F w (501.33)•Ifl w=66.5•Ibf -1 �RR ft RL RB-7 P (6540)•Ibf P=6.54.10 Ibf PIL I w L p L" RL=2.37.10 •lbf 2 L RR I.W.L P Ll RR=4.86.10 Ibf 2 L M RL-Ll I w•L12 M=1.55.10 •Ibfft 2 Try GLB, Fb 0.98.2400 IV Fv 165•Ibf E 1800000-IV int int int Sreqd M Sregd=78.88•in3 Fb Are d 1.5-(RR w•ft) Aregd=43.62•in2 q Fv USE GLIB 5 1/8 X 10 1/2 ( A 53.8-in' S 94.2-in� 1 494.4•in° ) k 0.96 d 10.5 b 5.125 x 10 y 10 z 10 I 1 1 Cv k• 12 5.125 21-ft Cv=1.04 OK d b L ATL P'L12•L22 5•w-L° ATL=0.24•in L =515.85 3•E 1 L 384-E•1 ATL CAM 1.5-ATL. ` CAM=0.21•in CAM 1/4" 38 JAMES C,CHE N,C.E.,S.E. JOB NO. _ P.O.BOX 203102 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE F13-12: L 4R w 50.22 IV IV W 2 R R RL RR RL I-w•L RL=1.1•103 Ibf 2 RR I-W.L RR=1.1.103 Ibf M I•w•LZ M=LI.103 lbf•R 8 Try 4 X DF#1 Fb 1000-IV Fv 95-IbZ inin Sregd M Sregd=13.2•ir 3 Fb Aregd 1.5-(RL w•fl) Areqd=8.68•int Fv USE 4 X 12 ( A 39.38•in2 SCF 73.83•I.I-in3= 81.21•in3 1 415.28-in4 ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.O. BOX 20302 SHEET NO. E I lj OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-13: L 13.5-ft Ll 6.5-ft L2 3.5-ft L3 L LI L2 L3=3.5-fl Ll L2 2 w 50 1.33 l5.9• 38 8- 8 IV w=472.25-Ibf w P1 P2 2 2 ft ft 9.10 RL RR P1 38 •Ib( P1=855•lbf 4 HIP-2 P2 (990)•Ibf P2=990•IV RL 1.w•L- PI.L2 L3 , P2-L3 RL=3.89-103 •Ibf 2 L L RR 1.'.L Pl L1 P2-Ll L2 R11=4.33.103 Ibf 2 L L r RL P1 r=6.42•ft Mmax at P w M RL-Ll I.W.LI 2 M=1.53.104 •Ibf•ft 2 Try GLB, Fb 0.96.2400 IV Fv 165.Ibf E 1800000 IV int int int Sregd M Sregd=79.65•in3 Fb Are d 1.5(RR wft) Aregd=35.09-in 2 g Fv USE GLB 5 118 X 10112 ( A 53.8•in2 S 94.2•in3 1 494.4•in4 ) k 0.96 d 10.5 b 5.125 x 10 y 10 z 10 I i r Cv k• 12 ` 5.125 21•11iz Cv=1.02 OK d b L ATL PI-LI 2•(L2 L3)1 P2-(LI L2)2•(L3)2 5•w-L4 L ATL=0.54-in =300.22 3•E-I-L 3•E-1•L 384•E•1 ATI. CAM 1.5•ATL•22 CAM=0.47-in CAM 112" 38 JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO.ICS OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-14: L 11-ft Ll 8.5 ft Ll L2 L2 L Ll L2=2.5-ft w P w 50.1.33 , 15.9 38• 10 12 Ibf w=586.25,IV 2 2 fl ft RL RR P 38� 9.10 .Ibf P=855•Ibf 4 P- 1 w L P L2 RL=3.42.103 Ibf 2 L RR I wL P LI PLR=3.89.103 •Ibf 2 L r RL r=5.83-ft w M RL-r I•W.r2 M=9.97.103 Ibf•ft 2 Try 6 X DF#1, Fb 1350- Fv Fv 85•Ib2 iin, in Sreqd M Sreqd=88.6•in3 Fb Areqd 1.5•(RR w•ft) Aregd=58.21-in 2 Fv USE 6 X 12 ( A 63.25•in2 SCF 121.23.1•in'= 121.23•in3 1 697.074rn ) JAMES C,CHEN,C.E..S.E. JOB NO. R O. BOX 20302 SHEET NO. T�:I:j_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-15: L 11.5 ft LI 1.5 ft L1 L2 L2 L Ll L2=10•ft W P I w so 2 Ibf w=250•ftf 2 'ft RL RR P 990 38. 4 10 15.9 50.12 .4.2Ibf P=1.86.103 Ibf 2 2 2 RL I w L P L2 RL=3.05.103 Ibf 2 L RR I w L P Ll RR=1.68.103 •Ibf 2 L r RR r=6.72-ft w M RR•r 1.w.r2 M=5.64.103 •Ibf ft 2 Try 6 X OF#1, Fb 1350 Int Fv 85•int in in Sre d M Sreqd=50.17•in3 g Fb Are d 1.5-(RL w•ft) Aregd=49.48-in 2 g Fv I 697.07•in° USE 6X12 ( A 63.25•in2 SCF 121.23-1•in'= 121.23•in3 ) JAMES C,CHEN,C E,S E. JOB NO. P.0.BOX 20302 SHEET N0. F 18 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-16: L 10.5•ft LI 6 tl Ll L2 L2 L LI L2=4.5-ft w P w (50.1.33 15.9 382).Ibf w=277.5*IV ft ft RL RR RB-4 4 13 .6 1410 •Ibf P=2.86.103 P 50. 15.9 38. Ibf 2 2 2 RL I'W.L•. P-L2 RL=2.68.103 •Ibf 2 L RR I.w.L•. P LI RR=3.09.103 Ibf 2 L r RL r=9.66-ft Mmax at P w M RL-LI I.w•L12 M= .11.104 •Ibf.ft 2 Try 6 X DF#1, Fb 1350-IV Fv 85•Ibf ins in 2 Sreq d M Sreqd=98.58•in3 Fb Areqd 1.5-(RR w•ft) Aregd=49.61-in 2 Fv USE 6 X 12 ( A 63.25•inr SCF 121.23.1•in'= 121.23•in3 1 697.07 in4 ) OF JAMES C,CHEN.C.E. S.E. JOB NO. P.O.BOX 20302 SHEET NO. _:F=70 SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-18: L 6-ft LI 1.5-ft Ll L2 L2 L LI L2=4.5•ft w P w 1510 IVw=75•Ibbf 2 ft RL RR P 38. 12-12.2 144.5 2 -Ibf P=3.02.103 •Ibf 2 3 4 RL 1 w L P L2 RL=2.49.103 •Ibf 2 L RR I.W.L P Ll RR=980.25•Ibf 2 L r RR r=13.07•ft Mmax at P w M RL-Ll l.w•L12 M=3.65.103 •Ibf•ft 2 Try 4 X DF#1, Fb 1000•IV Fv 95•IV int int Sreqd M Sregd=43.82*in 3 Fb Are d 1.5.(RL w-ft) Aregd=38.14•in'- q Fv USE 4 X 12 ( A 39.38•in' SCF 73.83.1.1•in=3 ° 81.21-in 1 415.28•in ) JAMES C,CHEN.C.E..S.E. JOB NO. P.0.BOX 20302 SHEET NO. F I q OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB•17: L 21 ft LI 6.5 ft L2 10.5-ft L3 L Ll L2 L3=4.11 Ll L2 L3 w 50 IO 15.9 38• 10 4 Ibf w=651.16E w P1 P2 2 2 ft ft RL 41R R FB-16 P (2680)•Ibf PI =2.68.103 Ibf P2 PI P2=2.68.103 •Ibf RL I w•L Pl•L_ L3 P2.L3 RL=9.2.103 •Ibf 2 L L RR I•w•L P1•LI P2-Ll L_ RR=9.83.103 Ibf 2 L L r RL PI r=10.01.11 w M RLr 1•w.r2 M=5.94.10° -Ibf-ft 2 Try GLB, Fb 0.91-2400-IV Fv 165-Ibf E 1800000-IV int int in Sreqd M Sregd=326.6-in 3 Fb Areqd 1.5(RR wft) Aregd=83.49-in 2 Fv USE GLB 5 1/8 X 21 ( A 107.6•in2 S 376.7•in3 1 3955.2•in° ) k 0.96 d 21 b 5.125 x 10 y 10 z 10 I 1 1 12 5.125 r 21-ft z Cv k. Cv=0.91 OK d b L e.L PI-Ll 2(L2 L3)2 P2-(LI L2)2•(L3)2 5-w•L° L ATL=0.54-in =467.02 3 E-1 L 3•E-1•L 384•E•1 %TL CAM 1.5•ATL•I CAM=0.4-in CAM 1/2" 2 JAMES C,CHEN.C.E,S.E. JOB NO. P.O.BOX 20302 SHEET NO. r=?-lOF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-19: L 7.5.ft L1 5-ft L1 L2 L2 L Ll L2=2.5.11 w P w 38.14 15-2 Ibf w=296-Ibf RL RR 2 ftft FB-15 RB-4 P (1680),Ibf P=1.68,10 Ibf RL 1.'.L p. - RL=1.67-10 •Ibf 2 L RR 1."L p Ll RR=2.23.103•Ibf 2 L r RL r=5.64-ft Mmax at P w M RL-Ll 1•w•LIZ M=4.65.103 Ibf-ft 2 Try 4 X DF#1, Fb 1000.Ibf Fv 99 Ibf in in Sregd M Sregd=55.8-in 3 Fb Aregd 1.5(RR w•ft) Aregd=30.54•inz Fv USE 4 X 12 ( A 39.38•in2 SCF 73.83.1.1•in3= 81.21•in3 1 415.28•in4 ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. ZZ OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FB-20: L 16.5.ft 1 w 15.2 . 38•'0 Ibf Ibf W w=220•h ft RL RR RL I.w.L RL=1.82.103 Ibf 2 RR I.w.L RR=1.82.103 Ibf 2 M I.lv.L2 M=7.49,10 3 Ibfft 8 Try 4 X DF#1 Fb 1000-IV Fv 85.Ibf int in Sre d M Sregd=89.84•in3 9 Fb Areqd 1.5.(RL w-ft) Aregd=28.15•int Fv USE 4 X 14 ( A 46.38-in3 SCF 102.41.1.0•in'= 102.41-in3 I 678.48•in' ) JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO, L OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE LATERAL LOADS ANALYSIS: SEISMIC LOADS: ROOF: Ar (2913 41 30)•ft2 Ar=1.61.103 •It Wr 22 Ibf.Ar 15•Ibf(41 43)•2.9•ft2 Wr=4.67.10° •lbf ft 2 ft 2 2nd FL& Af (29.13 8.9 22.31)•ft2 Af=1.13.103 ft LOW ROOF: Art (2.5.30 3.29 12.16 10.31 10-32.5)•ft2 Arl =9.89.10" •ti Ibf. Ibf. Ibf 10 9 2 + Wf 10 ft2•Af 22•ft2•Arl IS ft22�(54 58)•2• •ft Wf=6.5.10 •Ibf W Wr Wf W=1.12.103 Ibf For Z=0.4 & Use So, Closest Distance To Seismic Source A Fault=8 Km Na 1.2 0.2 5 Na=1.08 Closest Distance To Seismic Source B Fault 2.3 Km Na 1.3 0.3.03.3 Na=1.27 Ca 0.44-Na 1 1 R 5.5 For Working Stress Design: 2.5•Ca1=0.18 V 2.5Ca.LW V=2.03.10� •Ib( 1-4-11 1.4-11 GOVERNS DISTRIBUTION: Vr V Wr.(10 9) Vr=1.17.1 •Ibf Wr-(10 9) Wf(10) Vf V. Wf(10) Vf=8.57.103 •Ibf Wr-(10 9) Wf(10) WIND LOADS: EXPOSURE B. 70 MPH WIND Cel5 0.62 Ce20 0.67 Ce25 0.72 Cq 1.3 qs 12.6•Ibf Iw I ft pr (Ce2048-4 Ce25.285)•Cq•gs-lw-ft2 pr=3.76.103 •Ibf pf Ce15 58• 10 5 Cq•gs lw-ft2 2 pf=5.89.103 •Ibf P pr pf P=9.65.103 •Ibl• JAMES C,CHEN.C.E.,S.E. JOB NO. P.0.BOX 20302 SHEET NO. L 2 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE �Z 1 2� 7 4530 X530 3sa 13ca IN 0 r M M_ 0 r / O .d M i;/ 2Z� t 11700 1610 M � / I� M 11 i Y x JAMES C,CHEN.C.E., S.E. JOB NO. P.0. BOX 20302 SHEET NO. L OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE I.s ! �' �q I l� 7600 13 260 26abDo qo q� s s- -3610 -3G,o 15 v 13 a 1170 n o° c 76 CD � rN �--�� O MN ID R c � 9' X350 N `, FRH2 O M °p M ,Flz►-i_I/ �3.5-0 zl to `Q i 00 lo PV -� 9 S7o10 17 8d ) 30 lis log 1160 I13at 9g24� OD 2�FL. t-ftR,&-,6M- Y r JAMES C,CHEN,C E.,S.E. JOB NO. P O BOX 20302 SHEET NO.. W__OF SAN JOSE,CA 95160 DESIGN (408)268.0612 DATE TYPICAL SHEAR WALL SCHEDULE: TYPE A 3/8"Plywd,CDX,w/8d @ 6"o.c.edges,8d @ 12"o.c.field, Allow.=260#/ft Framing Clips Simpson A35,Spacing 450.1.33 260 '2.3 Use 24"o.c.@Roof Use 16"o.c.@ Floor Sill Plate Nails: Use 16d Spacing= 105-1.33 260.. =0.54 Use 6"o.c. 2 x P.T.Sill Plate w/5/8 dia.A.B. Spacing= 991.1'33.5.07 Use 48"o.c. 260 TYPE B 3/8"Plywd,COX,w/8d @ 4"o.c.edges,8d @ 12"o.c.field, Use Allow.=350#/It Framing : Simpson A35,Spacing 450.1.33 Clips P P P 9= 350 '1.71 Use 16"o.c. Sill Plate Nails:Use 16d Spacing= 1051.33350 '0.4 Use 4"o.c. 2 x P.T.Sill Plate w/5/8 dia.A.B. Spacing= 991.1'33 a 3.77 Use 32"o.c. 350 TYPE C 3/8"Plywd,COX,w/8d @ 3"o.c.edges,8d @ 12"o.c.field, Use Allow.=490#/ft Framing Clips:Simpson A35,Spacing= 450.1.33 1.22 Use 12"o.c. 490 Sill Plate Nails:Use 16d Spacing= 10490 a 0.29 Use 2 rows @ 6"o.c. 490 PER 1997 UBC EARTHQUAKE REGULATIONS BOOK 111 OVERVIEW AND PERSPECTIVE—PART 2. BY ICBO Use 2 x P T.Sill Plate and design anchord bolts for 50%of allowable capacity- 5/8 apacity5/8 dia.A.B. Spacing 991.1.33.0.5 p g= =1.34 Use 16"o.c. 490 TYPE D 3/8"Plywd,COX,w/8d @ 2"o.c.edges,8d @ 12"o.c.field, Use Allow.=600#/It Framing Clips:Simpson A35,Spacing 450.1.33 600 s l Use 8"o.c. Sill Plate Nails:Use 16d Spacing= 1060033 a 0.23 Use 2 rows @ 4"o.c. PER 1997 UBC EARTHQUAKE REGULATIONS BOOK 111 OVERVIEW AND PERSPECTIVE—PART 2 BY ICSO Use 2 x P.T.Sill Plate and design anchord bolts for 50 10 of allowable capacity 5/8 dia.A.B. Spacing 991.1.33.0.5 P 9= 600 '1.1 Use 12"o.c. JAMES C,CHEN,C.E,S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE CHECK p VALUE: SECOND FLOOR: Y-DIRECTION: vi (5880)•Ibf @ LINE"4" Vi 11700•lbf Iw (22)-ft 10-ft Vi. r Iw r=0.23 AB (2580) Vi p 2 20 p=0.28 USE p 1 OK r• AB X-DIRECTION: vi (4530 1350)•Ibf @ LINE"C" Vi 11700•Ibf Iw (23)-ft . 10-ft yr r Iw r=0.22 Vi P 2 20 p=0.2 USE p 1 OK r• AB FIRST FLOOR: Y-DIRECTION: vi (1530 1780)Ibf @ LINE"4" Vi 8570•lbf Iw (11) ft . 10-ft Vi. r Iw r=0.35 Vi P 2 70 p=0.88 USE p 1 OK r• AB X-DIRECTION: vi (1700 1520)• 9 Ibf @ LINE"C" Vi 8570•lbf by (9)-fl 4.5 9 3 . 10-ft Vt• r Iw r=0.17 Vi p 2 20 p="0.25 U SE = I r• AB JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 1 : LIVING ROOM: L (5.5 6)-ft Vr 4530 17 23 17 •Ibf Roof Diaph,Y-Dir. DESIGN AS WALL WITH OPENING,DETAIL BOUNDARY MEMBERS FOR FORCE TRANSFER WALL PIER HEIGHT, H 5-ft H=2.5-ft USE 5.5 FT, O.K. hl 15-ft V Vr V=167.41.Ibf L ft OM (Vr.hl).5.5•ft USE TYPE B WALL L (Allow. = 350#/ft) z RM 22.4 15.15 •5'S •IV-ft 2 2 T OM 0.9-RIA T=2.03.103 Ibf USE SIMP MTT28B (5.5 0.5)•ft (Allow.=4455#) KITCHEN: L (2l)-ft Vf (3610)•Ibf 2nd FI.Diaph,Y-Dir. III 10-ft V Vf V=171.9.IV L ft OM (Vfhl).21 ft USE TYPE B WALL L (Allow. = 350#/ft) z RM 22.2'5 15-10 . •lbf•ft 2 2 T OM 0.9-RM T=42.69•Ibf USE SIMP MTT2813 (21 0.5)-ft (Allow.=4455#) JAMES C,CHEN.C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. yV(� OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 2: 2nd FLOOR: L (23)•R Vr 4530• 23 23 17 IV Roof Diaph.Y-Dir. h2 9 ft V Vr V=113.25.IV L li 23-ft USE TYPE A WALL OM (Vr-h2) L (Allow. = 260#/ft) z RM 22.12 15-9 •23 •lbf•ft 2 2 T OM-0.9•RM T=_1.77.103 Ibf USE SIMP CS16 (23- 0.3)ft (Allow.=1650#) SHEAR WALL AT LINE 3: L (21)-ft Vf (850)Ibf 2nd Fl.Diaph. Y-Dir. hl IO ft V Vf V-40.48•lbf L ft OM (Vf•hl)•21-ft USE TYPE A WALL L (Allow. = 260#/ft) z RM 22.12 15.11 •21 •lbf•ft 2 2 T OM 0.9•11M T=-2.46.103 Ibf NO HOLDOWN (21 0.5)•ft JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET N0. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 4: 2nd FLOOR L (22)-fl Vr (5880)-Ibf Roof Diaph.Y-Dir. Vr V=267.27.Ibf h2 9 ft V L fl 17,ft USE TYPE A WALL OM (Vrh2)-"L (Allow. = 260#/ft) z RM 22.2 10-9122 Ibf-ft 2 2 T OM 0.9-RM T=1.31.103 Ibf USE SIMP CS16 (22 0.3)-ft (Allow.=1650#) 1st FLOOR: L (11)ft Vf (1530 1780)-Ibf 2nd FI,Y-Dir. III 10-ft V Vf Vr V=835.45•Ibf L ft USE 2-TYPE C WALL (Allow. = 2X490#/ft) OM (Vfhl Vr.(hl h2))•ILft z RM 22.2 10-19 10.1.33 -11 •Ibf ft 2 2 T OM 0.9-RM T=1.26-10 4 Ibf USE SIMP HD14A (11 0.5)•ft (Allow.=13380#) w/5 1/2"COL JAMES C,CHEN.C.E..S.E. JOB NO. P.0.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 5: L (2)-ft Vf (520)-lbf 2nd A.Diaph. Y-Dir. USE SIMP.SW24X9-4RF hl 10-ft (Allow.=1010#) OM (Vfhl) z RM 22.2 15.10 •Ibf•ft 2 2 T OM 0.9-RM T=3.26.103 •Ibf USE SIMP SSTB28 (2 0.5).ft (Allow.=10100#) SHEAR WALL AT LINE 6: L (10)-ft Vf (3090)•Ibf 2nd FI.Diaph. Y-Dir. hl 11-ft V Vf V=309.ibf L ft OM (Vfhl)•1 Lft USE TYPE B WALL (Allow. = 350#/ft) z RM (101.33 10.11)•10 •lbf•ft 2 T OM 0.9-RM T=2.99.103 •Ibf USE SIMP MTT28B (10 0.5)ft (Allow.=4455#) JAMES C,CHEN•C.E..S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 7: 2nd FLOOR: L (12)-ft Vr (1350)•Ibf Roof Diaph.Y-Dir. h2 9.ft V Vr V=112.5•lbf L ft OM (Vr•h2).12 fi USE TYPE A WALL L (Allow. = 260#/ft) 22 RM 22.1` � 15.9 • ' •lbf•ft 2 2 T OM 0.9.R.M T= 440.308•Ibf USE SIMP CS16 (12 0.3) ft (Allow.=1650#) SHEAR WALL AT LINE 8: L (22f22)-in Vf -(I160)•lbf 2nd FI.Diaph. Y-Dir. USE 2-SIMP.SW22X7-4 (Allow.=2X2410#) hl tl•fi OM (Will).22-in L 22,2 Rlvt 22.10 15.11 12 •lbf•ft 2 2 T OM 0.9-RM T=4.473.103 •Ibf USE SIMP SSTB28 22 0.5 •fl (Allow.=10100#) 1'_ JAMES C,CHEN.C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. %&.g OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE C: 2nd FLOOR: L ('_3)ft Vr -(4530--1350)•Ibf Roof Diaph.X-Dir. h2 9.ft V Vr V=255.65•Ibf L ft OM (Vr•h2)•2ft USE TYPE B WALL (Allow. = 350#/ft) z RM 22 10 10.9 •23_•Ibf•ft 2 2 T OM 0.9•Rm T=233.92•lbf USE SIMP CS16 (23 0.3)•ft (Allow.=1650#) 1st FLOOR: L (4.5 9 8)-ft Vf -(1700- 1520)lbf 2nd FI Diaph,X-Dir. h1 10-111 V Vf. Vr V=423.26•Ibf L ft USE TYPE C WALL (Allow. = 490#/fl) OM (Vfhl Vr•(hl rh2))•-4=5•R - L z RM 22.2 10.19 -10.18 4.5 .lbf ft 2 2 2 T OM 0.9-RM T=6.84.103 •Ibf USE SIMP H08A (4.5 0.5).ft (Allow.=7460#) JAMES C,CHEN,C.E..S.E. JOB NO. P.O.BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE A: L (32}324 32)in Vf (2480)-Ibf 2nd Fl.Diaph. X-Dir. hi 10-ft USE 3-SIMP. SW32X9-4RF (Allow.=3X1540#) OM (Vfhl)-l 3 32 Z RM 22.3 15.10•-1.—lbf-ft 2 2 T OM 0.9-RM T=3.55.103 Ibf USE SIMP SSTB28 32 0.5 ft (Allow.=10100#) 12 SHEAR WALL AT LINE B L (242J2)-ft Vr (1370)-Ibf Roof Diaph.X-Dir. USE 3-SIMP.SW24X94RF (Allow.=3X1010#) h2 9 ft OM (Vrh2)•2ft L 2 RM 22•` 15.9 •2-.Ibf•ft 2 2 T OM 0.9-RM T=2.25.103 Ibf USE SIMP MST48 (2 0.3)•ft (Allow.=3135#) ' wq f-a-9 f6-B' eF.. z t 3,+6= I7,66K WT, = WXZ)XS' rr6bK IK It _ -TIKflt K ( L,„.,,•.,y.,sfc 5 TU6X6X5 TU6X6X5 � 2 RISA-3D (R) Version 3. 0 w_j nen, Structural Engineer Job : 0022 9�_ Hampswood Way Page: 1 San Jose, CA 95120 Date: 9/03/00 File: 0023TS -70690 KIRWIN LANE, CUPERTINO, CALIFORNIA -RA.ME 2 snits. . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD al'_owable Stress Increase Factor. . 1.333 Include Shear Deformation. . . . . . . . . Yes Include Warping. . . . . . . . . . . . . . . . . . . Yes ^:o. of Sections for Member Calcs. . 5 Do Redesign. . . . . . . .. . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance. . . . . . . . 0.50% vertical Axis. . Y Joint Coordinates Joint--------- X Y z Joint No Coordinate Coordinate Coordinate Temperature ------ft------------ft------------ft--------------OF-------- --- 1 0.000 0.000 0 .000 0.00 2 11.000 0.000 0 .000 0.00 3 0.000 9.750 0 .000 0.00 4 11.000 9.750 0 .000 0.00 5 12.000 9.750 0 .000 0.00 Boundary Conditions .Joint +--------- Translation --------+ +---------- Rotation ----------- No X Y z Mx My Mz -----------K/in-------K/in-------K/in------K-ft/rad---K-ft/rad---K-ft/rad--- 1 Fixed Fixed Fixed Fixed Fixed Fixed 2 Fixed Fixed Fixed Fixed Fixed Fixed 3 STORY 1 Materials (General) Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------10"5'F----K/ft3-------Ksi- -.--- STL 29000.00 11154.00 0.3000 0.65000 0.490 46 .00 Sections Section Database Material As As I I Tors:.tn Label Shape Label Area yy zz yy zz J C ------------------------------in-2--------------in"4------in-4------in"4---- COL TU6X6X5 STL 6.86 1.2 1.2 36.30 36.30 58 .90 BEAM TU6X6X5 STL 6.86 1.2 1.2 36.30 36.30 58 .:0 Members Member Joints x Axis Section End Releases Offsets Inacti•ze? No I J K Rotate Set I: MMM J: MMM I-End J-End Label y Ler.gth ---------------------------------xyzxyz-xyzxyz---in-----in-------------.t- 1 1 3 COL 4. 75 2 2 4 COL S.. 7 5 3 3 4 BEAM 11. JU RISA-3D (R) Version 3.0 imC-en, Structural Engineer Job 0022 =, }{a1npswood Way Page: 2 Jan Jose, CA 95120 Date: 9/03/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRAME 2 Members Member Joints x Axis Section End Releases Offsets Inactive, No I J K Rotate Set I : MMM J: MMM I-End J-End Label 1 Lenath ---------------------------------xyzxyz-xyzxyz---in-----in------ ------ft--- 4 4 5 BEAM 1.GG AISC,NDS Parameters Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway 'dember Set le2 lei le-bend yy zz CH y z ---------------ft------ft------ft------ft----------------------------------- 1 COL 9.75 Y Y 2 COL 9.75 Y Y 3 BEAM 11.00 4 BEAM 1.00 } Basic Load Case Data BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. Surface -------------------------------------- 1 X Lateral 1 2 TL,UNIF 1 2 Joint Loads/Enforced Displacements, BLC 1 Joint Is this a Load or Direction Number a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude ------------------------------------------------------K,K-ft,in,rad--------- 3 L X 0.100 Member Point Loads, BLC 2 Joints 'ember I J Direction Magnitude Location ------------------------------------K,K-ft-----------ft or ------------ --- 4 4 5 Y -17.660 1.000 Member Distributed Loads, BLC 2 Joints Load Pattern Pattern Member I J Label Multiplier ----3-------3------4TL ------- ------ 0.1000 q 4 5 TL 0.1000 Load Patterns Pattern Magnitudes Locations La'--ei Dir Start End Start End -------------------K/ft,F------- K/ft,F-----------ft or 96-------ft or TL y -1.000 -1.000 0.000 0.000 RISA 3D (R) Version 3.0 N�'L Structural Engineer Job : 0022 Hapswcod Way Page: 3 an Jose, CA 95120 Date: 9/03/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA P.I+M E 2 Load Combinations No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSiv ---------------------------------------------------------------------------- TL+X LATERAL 1 1 2 1 Y 2 TLT2.8*X LATERAL 1 2.8 2 1 Y Y 3 4 Dynamics Input: Number of Modes. . . . . . .. . . . . 3 Load Combination Number. . . . 1 Acceleration of Gravity. . . . 32.20 ft/sec^2 Convergence Tolerance.. . . . . 0.001 Converge Work Vectors. . . . . . No _______________< Joint Displacements, LC 1 : TL+X LATERAL Joint +--------- Translation --------+ +----------- Rotation --------- -+ No. X Y Z X Rotate Y Rotate Z Rotate - - -------in---------in---------in----------rad--------rad--------rad------ 1 0.000 0.000 0.000 0.00000 0 .00000 0 .0000C 2 0.000 0.000 0,000 0.00000 0.00000 0 .00000 3 0.125 0.000 0.000 0.00000 0.00000 -0.00019 4 0.126 -0.012 0.000 0.00000 0.00000 -0.00=87 5 0.126 -0.074 0.000 0.00000 0.00000 -0.0050c Story Drift, LC 1 : TL+X LATERAL Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction. -- + No. Joint Drift % of Ht Joint Drift % of Ht Joint Drift - of Ft ---------------in----------------------in----------------------in----------- 1 3 0.13 0.11 Reactions, LC 1 : TL+X LATERAL Joint +----------- Forces -----------+ +----------- Moments ----------+ No. X Y Z MX My riz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- Totals: 0.00 0.00 0.00 Center of Gravity Coords (X,Y, Z) (ft) : 11.618, 9.750, 0.000 ______________< Member Section Forces, LC 1 : TL+X LATERAL !Member Joints Shear Shear Moment Moment I - J Sec Axial y-y Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1- 3 1 -0.83 0.87 0.00 0.00 0.00 4 .4 2 -0.83 0.87 0.00 0.00 0.00 2.28 3 -0.83 0.87 0.00 0.00 0.00 0._6 4 -0.83 0.87 0.00 0.00 0.00 -1.99 5 -0.83 0.87 0.00 0.,00 0.00 - ._� RISA-3D (R) Version 3.0 _VJ13_--� Jim k:en, Structural Engineer Job : 0022 9i Hampswood Way Page: 4 ' a-1 Jose, CA 95120 Date: 0023/00 File: 023TS 20690 Y.IRWIN LANE, CUPERTINO, CALIFORNIA FRANCE 2 ---------__< Member Section Forces, LC 1 : TL+X LATERAL Member Joints Shear Shear Moment V.0men: I - J Sec Axial y-y z-z Torque y-y z '- - - ---------------K--------K--------K-------K-ft------K-ft-------K-ft -- 2 2- 4 1 19.69 -0.77 0.00 0.00 0.00 O.EE 2 19.69 -0.77 0.00 0.00 0.00 ..C1 3 19.69 -0.77 0.00 0.00 0.00 2.5C 4 19.69 -0.77 0.00 0.00 0.00 .79 5 19.69 -0.77 0.00 0.00 0.00 S.EE ------------------ --------------------------------- 3 3- 4 1 -0.77 -0.83 0.00 0.00 0.00 4 .12 2 -0.77 -1.10 0.00 0.00 0.00 3 -0.77 -1.38 0.00 0.00 0.00 1.`4 4 -0.77 -1.65 0.00 0.00 0.00 .5 5 -0.77 -1.93 0.00 0.00 0.00 ------------------------------------------------------ - 4 4- 5 1 0.00 17.76 0.00 0.00 0.00 17.-1 2 0.00 17.74 0.00 0.00 0.00 13.2-' 3 0.00 17.71 0.00 0.00 0.00 3.84 4 0.00 17.68 0.00 0.00 0.00 4 ..:2 5 0.00 0.00 0.00 0.00 0.00 .00 ------------=====c Member Stresses, LC 1 : TL+X LATERAL Member Shear Shear +-------------- Bending --------------- Sec Axial y-y z-z y-top y-bot z-top z-co'- . -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi- -- 1 1 -0.12 0.28 0.00 -4.37 4.37 0.00 1 .00 2 -0.12 0.28 0.00 -2.26 2.26 0.00 C .00 3 -0.12 0.28 0.00 -0.14 0.14 0.00 C .00 4 -0.12 0.28 0.00 1.97 -1.97 0.00 - ')C' 5 -0.12 0.28 0.00 4.09 -4.09 0.00 C . )0 ----------------------------------------------------------------------- 2 1 2.87 -0 .25 0.00 0.87 -0.87 0.00 C . .)- 2 2.87 -0 .25 0.00 -1.00 1.00 0.00 C )0 3 2.87 -0 .25 0.00 -2.88 2.88 0.00 C .')() 4 2.87 -0 .25 0.00 -4.75 4.75 0.00 C .J -; 5 2.87 -0 .25 0.00 -6.63 6.63 0.00 C . ) ) ------------------------------- - -- 3 1 -0.11 -0.26 0.00 4.09 -4.09 0.00 C .Jii 2 -0.11 -0 .35 0.00 1.46 -1.46 0.00 C . 00 3 -0.11 -0.44 0.00 -1.93 1.93 0.00 C . )0 -0.11 -0.53 0.00 -6.06 6.06 0.00 C . )o 5 -0.11 -0 .62 0.00 -10.94 10.94 0.00 0.J1) ------------------------------------------------------------------------- --- 4 1 0.00 5.68 0.00 -17.56 17.56 0.00 C . )7 2 0.00 5.68 0.00 -13.16 13.16 0.00 0. )) 3 0.00 5.67 0.00 -8.77 8.77 0.00 0. D) 4 0.00 5.66 0.00 -4.38 4 .38 0.00 U. ) ) /V I RISA-3D (R) Version 3.0 C';en, Structural Engineer Job 0022 ampsn'ood Way Page: 5 -W. Jose, CA 95120 Date: 9/03/00 File: 0023TS ;:C5g0 K_RIIIN LANE, CUPERTINO, CALIFORNIA Rr"L4 E 2 Member Stresses, LC 1 : TL+X LATERAL Member Shear Shear +-------------- Bending ---- - --- + Sec Axial y-y z-z y-top Y-bot z-top z-b:t ------ ---Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ks_--- 5 0 .00 0.00 0.00 0. 00 0.00 0.00 0AC, --- ------- ------------------------------------------------------------------ --------_-_____< Member Deflections, LC 1 : TL+X LATERAL --------- - Member +--------- Translation ---------+ Defls as L/n Rati--s Sec x y z x Rotate L/n (y) L/n (z; ----------------------- 1 1 0.000 0.000 0.000 0.00000 NC I:C 2 0.000 -0.019 0.000 0.00000 6234.3 I:C 3 0.000 -0.060 0.000 0.00000 1958.7 I:C 4 0.000 -0.102 0.000 0.00000 NC Nc' 5 0. 000 -0.125 0.000 0.00000 935.6 NIC ------------------------------------------------------ -- 2 1 0.000 0.000 0.000 0.00000 NC I:C 2 -0. 003 0.002 0.000 0.00000 NC 117C 3 -0. 006 -0.006 0.000 0.00000 NC ITC 4 -0. 009 -0.043 0.000 0.00000 2752.3 IIC 5 -0. 012 -0.126 0.000 0.00000 NC Nc: ------------------------------------------------ 3 1 0. 125 0.000 0.000 0.00000 NC I1C 2 0. 125 0.016 0.000 0.00000 7134.6 PIC 3 0. 125 0.049 0.000 0.00000 2424.1 IIC 4 0. 125 0.057 0.000 0.00000 2014.5 NC 5 0. 126 -0.012 0.000 0.00000 NC ITC ---------------------------------------------------------------------------- 4 1 0. 126 -0.012 0.000 0.00000 NC :IC 2 0. 126 -0.026 0.000 0.00000 859.1 NC 3 0. 126 -0.041 0.000 0.00000 409.6 :IC j 4 0. 126 -0. 057 0.000 0.00000 263.5 :1C 5 0. 126 -0.074 0.000 0.00000 NC :IC ----------------------------------------------------------------------------- Member Section Torsion, LC 1 : TL+X LATERAL Member Joints Torsion Warp Shear Warp Bending I - J Sec Torque Shear y-y z-z z-top z-bot ----------------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 1 1 3 1 0. 00 0.00 - No Warping - 2 0. 00 0. 00 3 0. 00 0.00 4 0. 00 0.00 5 0.00 0.00 ---------------------------- -- 2 2- 4 1 0. 00 0.00 - No Warping - 2 0. 00 0.00 3 0. 00 0.00 4 0. 00 0.00 RISA-3D (R) Version. 3.0 cher, Structural Engineer Job . 0022 :ei:n Dswood Way Page: 6 Fan ose, CA 95120 Date: 9/03/00 File: 0023TS 2--690 KIR14IN LANE, CUPERTINO, CALIFORNIA F RA14E 2 Member Section Torsion, LC 1 : TL+X LATERAL ',',ember Joints Torsion Warp Shear Warp Bendlna I - J Sec Torque Shear y-y z-z z-top z--c,t -- --- -----------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ysi-- - 5 0.00 0.00 -- --- ---------------------------------------------------------------------- - 3 3- 4 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 -- ---------------------------------- - 4 4- 5 1 0.00 0.00 No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ----------------------------------------------------------------------------- Member AISC Unity Checks, LC 1 : TL+X LATERAL member Joints Unity Shear Fb Fb Cm Cm ASD I - J Chk Loc Chk Loc Fa yy zz Cb yy zz ECT n ----------------a ---------------Ksi---Ksi---Ksi---------------------- 1 1 31 0.011 ly 30.09 40.47 40.47 2.30 0.85 0.85 H2-i 2 2 45 0.010 ly 30.09 40.47 40.47 1.89 0.85 0.85 111-Z 3 3 45 0.025 5y 28.88 40.47 40.47 1.00 0.60 0.85 H2--- 4 2-= 4 4 51 0.232 ly 36.37 40.47 40.47 1.75 0.85 0.85 111 Member NDS Unity Checks, LC 1 : TL+X LATERAL Unity Shear ';emb Chk Loc Chk Loc Fc' Ft' Fbl' Fb2' Fv' Rb CL CP Ear: --- --- --------------------Ksi---Ksi---Ksi---Ksi---Ksi----------------------- _________________< Redesign Shapes, LC 1 : TL+X LATERAL Secticn Suggested Alternate Shapes Set Member 1st Choice 2nd Choice 3rd Choice 4th Choice ---- -------- Redesign not performed. . . Material Takeoff, LC 1 : TL+X LATERAL Section Database Total Total Set Shape Length Weight -----------------------------------ft----------------K---------------------- CQ- TUGXGX5 19.50 0.46 BEAM TU6X6X5 12.00 0.28 Total Wts: 0.74 RISA-3D (R) Version 3.0 Structural Engineer Job . OC22 -`- 7= H mpswood Way - Page: 7 3--'in-Jose, CA 95120 Date: 9/03/00 File: 0023TS -1590 KIRWIN LANE, CUPERTINO, CALIFORNIA ,LME 2 Member Section Forces, LC 2 : TL+2.8*X LATERAL .ember Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-" - ---------------------K--------K--------K-------K-ft------K-ft-------?-ft- 1 1- 3 1 -0.89 0.97 0.00 0.00 0.00 4•`,2 2 -0.89 0.97 0.00 0.00 0.00 2.57 3 -0.89 0.97 0.00 0.00 0.00 0.2-- 4 .2_4 -0.89 0.97 0.00 0.00 0.00 -2.14 5 -0.89 0.97 0.00 0.00 0.00 -4.49 - ---- --- - - --- --- --- ----- -- - 2 2- 4 1 19.75 -069 0.00 0.00 0.00 -0.-" 2 19.75 -0.69 0.00 0.00 0.00 1.30 3 19 .75 -0.69 0.00 0.00 0.00 2.97 4 19.75 -0.69 0.00 0.00 0.00 4.6'= 5 19 .75 -0.69 0.00 0.00 0.00 6.37- -------------------------- ---------------- 3 3- 4 1 -0.69 0.89 0.00 0.00 0.00 4.4ti 2 -0 .69 -1.17 0.00 0.00 0.00 3 -0 .69 -1.44 0.00 0.00 0.00 1.9'= 4 -0 .69 -1.72 0.00 0.00 0.00 6.29 5 -0.69 -1.99 0.00 0.00 0.00 11.40 -- ------------------------------------------------------------ -- 4 4- 5 1 0.00 17.76 0.00 0.00 0.00 17.71 2 0 .00 17.74 0.00 0.00 0.00 13.27 3 0.00 17.71 0.00 0.00 0.00 8.84 4 0 .00 17.68 0.00 0.00 0.00 .1.42 5 0 .00 0.00 0.00 0.00 0.00 0.00 JAMES C,CHEN,C.E.S.E. JOB NO. P.O BOX 20302 SHEET NO NOF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE D: L (6.5 4.75 - 14) ft Vf (3540)•Ibf 2nd FI,Diaph. X-Dir. III l0 ft V Vf V=140.2-Ibf L It OM (b'fhl)- 4.75•ft USE TYPE A WALL L (Allow. = 260#/ft) z 4.75 RM 10 14 10-10 ---Ibf-ft 2 2 T OM 0.9-RM T=1.16.103 Ibf USE SIMP MTT28B (4.75 0.5)-ft (Allow.=4455#) SHEAR WALL AT LINE F: L (2 - 2)-ft Vr =(1350)•Ibf Roof Diaph.X-Dir. USE 2-SIMP. SW24X9-4RF h2 9 ft (Allow.=2X1010#) OM (Vr-h2)•1 RM 22-2 15.9 •2 •lbfft 2 2 T OM 0.9-RM T=3.41.103 Ibf USE SIMP MST60 (2 0.3),It (Allow.=4785#) SHEAR WALL AT LINE G: L (22 22 22)-in Vf =(2090)•Ibf 2nd FI. Diaph. X-Dir. USE 3-SIMP. SW22X7-4 h I I I ft (Allow. =3X2410#) O'N1 (Vf•hl).22-in L 22 z Rht 22.10 15.11 -12 -Ibf-ft 2 2 T OM 0.9 RN1 T=5.44-10 3 Ibf USE SIMP SSTB28 22 0.5 -ft (Allow. =10100#) 12 V/1 6 ys 3160,,53 = 3 66Z# Wr.L= OSx z= zzs I lltl r r It 7 r- 7 I 3 N�i7K YlSfJX�41C5 � 6 TUQXIIX5 TU 14X5 j i tfSEM'4fC'.l 4 ' U18115 TU814X5 T Z Solution:LC 1 TL-X LATERAL __� W- (R) V-_rsion 3.0 ✓f :e Structu_-a1 E,n lla^- CA 9512 _ . . RIRWIN LANE, CUPEb711:O, CALIFORNIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard r•.e: Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD +fable Stress Increase Factor. . 1.333 _ de Shear Deformation. . . . . . . . . Yes _ de Warping. . . . . . . . . . . . . . . . . Yes _ . It Sections for Member Calcs. . 5 _.. Redesign. . . . . . . Yes . -Delta Analysis Tolerance. . . . . . 0.500 rtical Axis. . . . . . . . . . . . . . . . Y Joint Coordinates X Y z Joint No Coordinate Coordinate Coordinate Temperature - - - ---------------ft------------ft------------ft--------------°F---------- -- 1 0.000 0.000 0.000 0.00 2 7.000 0.000 0.000 0.00 3 0.000 9.080 0.000 0.00 4 7.000 9.080 0.000 0.00 5 0.000 18.930 0.000 0.0� 6 7.000 16,930 0.000 0.00 Boundary Conditions --------- Translation --------+ +---------- Rotation ------------ X Y z Mx My Mz - - ---- ----K/in-------K;/in-------K/in------K-ft/rad---K-ft/rad---K--'_/ray Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed 5 STORY 1 Materials (General) h'.aterial Young's Shear Poisson's Thermal Weight 'field La•cel Modulus Modulus Ratio Coef. Density Str-a3!3 -- ---- ------Ksi----------Ksi----------------10"5°F----K/ft3-------Ksi--- 29000.00 11154.00 0.3000 0.65000 0.430 45. _ Sections Ctior: Database Material As As I Label Shape Label Area yy zz yy zz 7- - - -----------------------------in"2--------------in"4------in"4------in"4- L TU8X4X5 STL 6.86 1.2 1.2 18.10 53.90 43.10 TU8X4X5 STL 6.86 1.2 1.2 18.10 53.90 45.10 Members Vember Joints x Axis Section End Releases Offsets Inactive'.' Nc I J K Rotate Set I: MMM J: MMM I-End J-End Label a Ler�a_-I --- ------------------------------xyzxyz-xyzxyz---in-----in--------- ----`' 1 1 3 COL = ?? 2 2 4 COL R:_A-3D (R) Version 3 . 0 W Jim Chen, Structural Engin—.3y Job : 0022 9>1 Hampswood Way Page: 2 -San Jose, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTI::O, CALIFORNIA FRAME 1 Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label y Length ---3----3----4-------------------xyzxyz-xyzxyz---in-----in-------------=t--- 7.00 4 3 5 OL 5.85 5 4 6 OL 9.85 6 5 6 7.00 AISC,NDS Parameters Section Length Lb-.y Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le_ lel le-bend yy zz CH y z ---------------ft------ft-- ----ft------ft----------------------------------- 1 COL 9.08 Y Y 2 COL 9.08 Y Y 3 BEAM 7.00 4 COL 9.85 Y Y 5 COL 9.85 Y Y 6 BEAM 7.00 Basic Load Case Data BLC Basic Load Case Load Type Totals Nc. Descript' Dn Nodal Point Dist. Surface -------------------------- ------------------------------------------------- 1 X Lateral 1 2 TL,UNIF 2 --_< Joint Loans/Enforced Displacements, BLC 1 Joint Is this a Load Direction Number a Displacement. (X,Y,Z,Mx,My,Mz) Magnitude - ------------------------- ---------------------------K,K-ft,in,rad--------- 5 L X 3.862 Mem'-- i: Distributed Loads, BLC 2 Joints T ._;3 Pattern Pattern Member I J Label Multiplier -------------------------- ------------------------------------------------- 6 5 6 TL 0.2280 3 3 4 TL 0.1350 =< Load Patterns Pattern Ma.:nitudes Locations Label Dir Start End Start End -------------------K/ft,F-- - ----- K/ft,F-----------ft 0- o-------ft or a TL y -1.000 -1.000 0.000 0.000 RISA-3D (R) Version 3.0 W 2( Jim Chen, Structural Engineer Job : 0022 ys.-_ iiampswood Way Page: 3 -San Jose, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRAME 1 Load Combinations RAPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---- ------------------------------------------------------------------------ 1 TL+X LATERAL 1 1 2 1 Y y 2 TL+2.8*X LATERAL 1 2.8 2 1 Y y 3 4 Dynamics Input: Number of Modes. . . . . . . . . . . . 3 Load Combination Number. . . . 1 Acceleration of Gravity. . . . 32.20 ft/sec"2 Convergence Tolerance. . . . . . 0.001 Converge Work Vectors. . . . . . No Joint Displacements, LC 1 : TL+X LATERAL Joint +--------- Translation --------+ +----------- Rotation ----------- No. X Y Z X Rotate Y Rotate Z Rotate -----------in---------in---------in----------rad--------rad--------rad------ 1 0.000 0.000 0.000 0.00000 0.00000 0.00000 2 0.000 0.000 0.000 0.00000 0.00000 0.00000 3 0.238 0.003 0.000 0.00000 0.00000 -0.00188 4 0.239 -0.005 0.000 0.00000 0.00000 -0.00182 5 0.599 0.005 0.000 0.00000 0.00000 -0.00141 6 0.598 -0.007 0.000 0.00000 0.00000 -0.00117 Story Drift, LC 1 : TL+X LATERAL Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---- No. Joint Drift % of Ht: Joint Drift o of Ht Joint Drift o cf Ht ---------------in------- - ---------in----------------------in----------- 1 5 0.60 0. Reactions, LC 1 : TL+X LATERAL Joint +----------- Forces -----------+ +----------- Moments ----------+ No. X Y Z Mx My Mz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft-- --- Totals: 0.00 0.1)J 0.00 Center of Gravity Coords (X,Y,Z) (ft) . 3.500, 15.267, 0.000 Member Section Forces, LC 1 : TL+X LATERAL Memh-r Joints Shear Shear Moment Moment I - J Sec Axial y-y Z-Z Torque y-y z-Z ----------------------K---------K--------K-------K-ft------K-ft-------K-ft--- 1 1- 3 1 -6.0,1 1.91 0.00 0.00 0.00 10.92 2 -6.0.1 1.91 0.00 0.00 0.00 G.58 3 -6.C'1 1.91 0.00 0.00 0.00 2.2.1 4 -6.04 1.91 0.00 0.00 0.00 -2.03 RISA-3D (R) Version 3 .0 -- Jim Chen, Structural Engineer Job : 0022 991 Hampswood Way Page: 4 -San Jose, CA 95120 Date: 8/23/OC File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRAME 1 -------------< Member Section Forces, LC 1 : TL+X LATERAL Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-f:--- 5 -6.04 1.91 0.00 0.00 0.00 ------------------ --------------------------------------------------------- - 2 2- 4 1 8.58 1.95 0.00 0.00 0.00 _1.04 2 8.58 1.95 0.00 0.00 0.00 x.61 3 8.58 1.95 0.00 0.00 0.00 2.16 4 8.58 1.95 0.00 0.00 0.00 -2.25 5 8.58 1.95 0.00 0.00 0.00 -6.66 -------------------------------------------------------------------------- 3 3- 4 1 -0.07 -3.94 0.00 0.00 0.00 -14.96 2 -0.07 -4.18 0.00 0.00 0.00 -7.87 3 -0.07 -4.41 0.00 0.00 0.00 -0.36 4 -0.07 -4.65 0.00 0.00 0.00 7.57 5 -0.07 -4.89 0.00 0.00 0.00 1 .91 -------------------------------------------- 4 3- 5 1 -2.10 1.84 0.00 0.00 0.00 5.54 2 -2.10 1.84 0.00 0.00 0.00 4.01 3 -2.10 1.84 0.00 0.00 0.00 -C.52 4 -2.10 1.84 0.00 0.00 0.00 -5.05 5 -2.10 1.84 0.00 0.00 0.00 -9.58 ---------------------------------------------------------------------------- 5 4- 6 1 3 .69 2.02 0.00 0.00 0.00 9.24 2 3 .69 2.02 0.00 0.00 0.00 4 .26 3 3 .69 2.02 0.00 0.00 0.00 -G.72 4 3 .69 2.02 0.00 0.00 0.00 -5.71 5 3 .69 2.02 0.00 0.00 0.00 -11- .69 ---------------------------- ----------------------------------------------- 6 5- 6 1 2 .02 -2.10 0.00 0.00 0.00 -9.58 2 2 .02 -2.50 0.00 0.00 0.00 -5 .56 3 2 .02 -2.89 0.00 0.00 0.00 -0.84 4 2 .02 -3.29 0.00 0.00 0.00 4 .57 5 2 .02 -3.69 0.00 0.00 0.00 iC .69 ---------------------------------------------------------------------------- _________________< Member Stresses, LC 1 : TL+X LATERAL Member Shear Shear +-------------- Bending --------------- Sec Axial y-y z-z y-top y-bot z-top z-bo� -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 1 1 -0.88 0.46 0.00 -9.72 9.72 0.00 0.00 2 -0.88 0.46 0.00 -5.86 5.86 0.00 C.00 'A -0.88 0.46 0.00 -2.00 2.00 0.00 C .JO 4 -0.88 0.46 0.00 1.86 -1.86 0.00 C.00 5 -0.88 0.46 0.00 5.73 -5.73 0.00 C.00 ---------------------------------------------------------------------------- 2 1 1.25 0.47 0.00 -9.83 9.83 0.00 0.00 2 1.25 0.47 0.00 -5.89 5.89 0.00 0.00 3 1.25 0.47 0.00 -1.94 1.94 0.00 0.00 RISA-3D (R) Version 3 .0 -� i:1 Chen, Structural Engineer Job : G022 T11 791 Hampswood Way Page: Date: S 00 an Jose, CA 95120 23TOC File: 23TS 0650 KIRWIN LANE, CUPERTINO, CALIFORNIA RNIE 1 --------< Member Stresses, LC 1 : TL+X LATERAL ----------------- Member Shear Shear +-------------- Bending --------------- Sec Axial y-y z-z y-top y-bot z-top z-co!� -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 4 1.25 0.47 0.00 2.00 -2.00 0.00 0.1)0 5 1.25 0.47 0.00 5.95 -5.95 0.00 0.00 3 1 -0.01 -0.95 0.00 13.34 -13.34 0.00 0.00 2 -0.01 -1.00 0.00 7.01 -7.01 0.00 0.00 3 -0.01 -1.06 0.00 0.32 -0.32 0.00 G.00 4 -0.01 -1.12 0.00 6.74 0.00 0.30 5 -0.01 -1.17 0.00 14.17 14.17 0.00 C.00 4 1 -0.31 0.44 0.00 -7.61 7.61 0.00 0.00 2 -0.31 0.44 0.00 -3.57 3.57 0.00 C.00 3 -0.31 0.44 0.00 0.46 -0.46 0.00 C.00 4 -0.31 0.44 0.00 4.49 -4.49 0.00 C.00 5 -0.31 0.44 0.00 8.53 -8.53 0.00 0.00 -------- ----- ---- ----- ------ --- 5 1 0.54 0.49 0.00 -8.22 8.22 0.00 C.00 2 0.54 0.49 0.00 -3.79 3.79 0.00 C.00 3 0.54 0.49 0.00 0.65 -0.65 0.00 C.00 4 0.54 0.49 0.00 5.08 -5.08 0.00 0.00 5 0.54 0.49 0.00 9.52 -9.52 0.00 C.00 --------------------------------------------------------- - 6 1 0.29 0.50 0.00 8.53 -8.53 0.00 0.00 2 0.29 -0.60 0.00 4.95 -4.95 0.00 0.00 3 0.29 -0.69 0.00 0.75 -0.75 0.00 0. 00 4 0.29 -0.79 0.00 -4.07 4.07 0.00 0.00 5 0.29 -0.89 0.00 -9.52 9.52 0.00 0.00 --------------------------------------------------------------------- -- -------------< Member Deflections, LC 1 : TL+X LATERAL -------------- Member +--------- Translation ---------+ Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n z) -----in---------in---------in---------rad--------------------------- 1 1 0.000 0.000 0.000 0.00000 NC NC 2 0.001 -0.028 0.000 0.00000 3877.8 NC 3 0.002 -0.094 0.000 0.00000 1163.1 VC 4 0.002 -0.172 0.000 0.00000 633.3 NC 5 0.003 -0.238 0.000 0.00000 NC NC - --------------------------------------------------------------------------- 2 1 0.000 0.000 0.000 0.00000 NC NC 2 -0.001 -0.028 0.000 0.00000 3839.1 NC 3 -0.002 -0.094 0.000 0,00000 1154.0 NC 4 -0.004 -0.173 0.000 0.00000 630.3 NC 5 -0.005 -0.239 0.000 0.00000 456.8 N= ------------------------------------------------------------------------ - --- 3 1 0.238 0.003 0.000 0.00000 NC NC 2 0.238 -0.013 0.000 0.00000 5994.8 NC RISA-3D (R) Version 3.0 w2.9- Jim Chen, Structural Engineer Job : 0022 991 Hampswood Way Page: 6 Sar. Sose, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA ?RA:sE Member Deflections, LC 1 : TL+X LATERAL Member +--------- Translation ---------+ Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n (z -------------in---------in---------in---------rad--------------------------- 3 0.238 -0.002 0.000 0.00000 NC CIC 4 0.239 0.009 0.000 0.00000 6923.6 NC 5 0.239 -0.005 0.000 0.00000 NC CJC ---------------------------------------------------------------------------- 4 1 0.003 -0.238 0.000 0.00000 NC NC 2 0.004 -0.319 0.000 0.00000 1473.8 NC 3 0.004 -0.426 0.000 0.00000 NC CIC 4 0.004 -0.529 0.000 0.00000 5802.9 NC 5 0.005 -0.599 0.000 0.00000 327.6 NC ---------------------------------------------------------------------------- 5 1 -0.005 -0.239 0.000 0.00000 NC NC 2 -0.005 -0.319 0.000 0.00000 1467.0 NC 3 -0.006 -0.428 0.000 0.00000 NC NC 4 -0.006 -0.532 0.000 0.00000 4928.7 CIC 5 -0.007 -0.598 0.000 0.00000 328.4 NC ---------------------------------------------------------------------------- 6 1 0.599 0.005 0.000 0.00000 NC NC 2 0.599 -0.010 0.000 0.00000 7387.3 NC 3 0.599 -0.005 0.000 0.00000 NC NC 4 0.599 0.002 0.000 0.00000 NC NC 5 0.598 -0.007 0.000 0.00000 7340.2 INC ---------------------------------------------------------------------------- ______________< Member Section Torsion, LC 1 : TL+X LATERAL Member Joints Torsion Warp Shear Warp Bending I - J Sec Torque Shear y-y z-z z-top z-bot ----------------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 1 1- 3 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- 2 2- 4 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- 3 3- 4 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- 4 3- 5 1 0.00 0.00 - No Warping - RISA-3D (R) Ve,-s:on 3 .0 WZS im =^en, Structural Enainee r Jcb : 0022 -f j1 i-iampswocd Way Page: 7 San ,se, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRAME 1 ______========< Member Section Torsion, LC 1 : TL+X LATERAL Ifemb-r Joints Torsion Warp Shear Warp Ber.4-_ng I - J Sec Torque Shear y-y z-z z-top z-bot ----------------------K-ft-------Ksi------Ksi------Ksi-------Ksi------Ksi--- 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- 4- 6 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- 5 5- 6 1 0.00 0.00 - No Warping - 2 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 ---------------------------------------------------------------------------- _____________< Member AISC Unity Checks, LC 1 : TL+X LATERAL Member Joints Unity Shear Fb Fb Cm Cm ASD I J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn ----------- ----------------------------Ksi---Ksi---Ksi---------------------- 1 3 0.264 1 0.019 ly 26.93 40.47 40.47 2.30 0.85 0.85 H2-1 2 2 4 0.277 1 0.019 ly 26.93 40.47 40.47 2.30 0.85 0.85 H1-2 3 3 4 0.350 5 0.048 5y 29.94 40.47 40.47 1.00 0.60 0.85 H2-1 4 3 5 0.219 5 0.018 ly 25.72 40.47 40.47 2.30 0.85 0.85 H2-1 5 4 6 0.250 5 0.020 ly 25.72 40.47 40.47 2.30 0.85 0.85 H1-2 5 5 6 0.243 5 0.036 5y 29.94 40.47 40.47 1.00 0.60 0.85 H1-2 Member NDS Unity Checks, LC 1 : TL+X LATERAL Unity Shear Memb Chk Loc Chk Loc Fc' Ft' Fbl' Fb2' Fv' Rb CL CP E3n --------------------------Ksi---Ksi---Ksi---Ksi---Ksi----------------------- _________________< Redesign Shapes, LC 1 : TL+X LATERAL Section Suggested Alternate Shapes Set Member 1st Choice 2nd Choice 3rd Choice 4th Choice ---------------------------------------------------------------------------- Redesign not performed. . . Material Takeoff, LC 1 : TL+X LATERAL Section Database Total Total Set Shape Length weight ----------- ------------------------ft----------------K---------------------- COL TUBX4X5 37.86 0.88 BEAM TU8X4X5 14.00 0.33 RISA-3D (R) Version 3.0 W 6 Jim. Chen, Structural Engineer Job : 0022 991: Hamoswood Way Page: 8 -Sar Jose, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRr'fE 1 Material Takeoff, LC 1 : TL+X LATERAL Section Database Total Total Set Shape Length Weight -----------------------------------ft----------------K---------------------- Total Wts: 1.21 RISA-3D (R) Version 3.0 NV 2,7 Jim Chen, Structural Engineer Job : 0022 -� 991 Hampswood Way Page: 9 San Jose, CA 95120 Date: 8/23/00 File: 0023TS 20690 KIRWIN LANE, CUPERTINO, CALIFORNIA FRAME 1 ----========c Member Section Forces, LC 2 : TL+2.8*X LATERAL Member Joints Shear Shear Moment Moment I - J Sec Axial y-y z-z Torque y-y z-z --- -----------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1- 3 1 -19.19 5.38 0.00 0.00 0.00 30.67 2 -19.19 5.38 0.00 0.00 0.00 18.45 3 -19.19 5.38 0.00 0.00 0.00 6.23 4 -19.19 5.38 0.00 0.00 0.00 -6.00 5 -19.19 5.38 0.00 0.00 0.00 -18.22 ---------------------------------------------------------------------------- 2 2- 4 1 21.73 5.43 0.00 0.00 0.00 30.81 2 21.73 5.43 0.00 0.00 0.00 18.48 3 21.73 5.43 0.00 0.00 0.00 13.16 4 21.73 5.43 0.00 0.00 0.00 -6.17 5 21.73 5.43 0.00 0.00 0.00 -18.49 ---------------------------------------------------------------------------- 3 3- 4 1 -0.07 -11.88 0.00 0.00 0.00 -42 .78 2 -0.07 -12.12 0.00 0.00 0.00 -21.78 3 -0.07 -12.36 0.00 0.00 0.00 -0.37 4 -0.07 -12.59 0.00 0.00 0.00 21.46 5 -0.07 -12.83 0.00 0.00 0.00 43 .71 ---------------------------------------------------------------------------- 4 3- 5 1 -7.31 5.32 0.00 0.00 0.00 24 .57 2 -7.31 5.32 0.00 0.00 0.00 11.47 3 -7.31 5.32 0.00 0.00 0.00 -1.63 4 -7.31 5.32 0.00 0.00 0.00 -14.73 5 -7.31 5.32 0.00 0.00 0.00 -27.82 ---------------------------------------------------------------------------- 5 4- 6 1 8.90 5.49 0.00 0.00 0.00 25.22 2 8.90 5.49 0.00 0.00 0.00 11.69 3 8.90 5.49 0.00 0.00 0.00 -1 .84 4 8.90 5.49 0.00 0.00 0.00 -15.37 5 8.90 5.49 0.00 0.00 0.00 -28.91 ---- ----------------------------------------------------------------------- 6 5- 6 1 5.49 -7.31 0.00 0.00 0.00 -27.82 2 5.49 -7.71 0.00 0.00 0.00 -11 .69 3 5.49 -8.10 0.00 0.00 0.00 -0.86 4 5.49 -8.50 0.00 0.00 0.00 13 .68 5 5.49 -8.90 0.00 0.00 0.00 29 .91 ---------------------------------------------------------------------------- JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO._W OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE BASE PLATE FOR FRAME-1 : M 11040•lbf•ft -- See Sheet T M T=8.83.105 •Ibf 15-in TS Fb 27000•lbf b 5.5-in Ml T-3.5-in int I t M1.6 t=0.97-in Fb•1.33•b �• 2 USE PL1"X51/2"X 1' 6" 3,5� C T ANCHOR BOLT: USE SIMPSON SSTB28,. 1 8•in Ps T Pt 10100•lbf Vs 1950•lbf— See Sheet Vt 3700.1.33•lbf 5 s Ps 5 Vs 3=1 O1 = 1 SAY OK Pt Vt JAMES C,CHEN•C.E.,S.E JOB NO. P.O.BOX 20302 SHEET NO, OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE COLUMN CAPACITY: 6 x 6 b 5.5-in d 5.5-in Ke 1 le Kc-9-ft Ibf IV 0.3•E' Fc' 1000• E' 1600000• 2 c' 0.8 FcE 2 in in le d I FcE I FcE 2 RE Fc Fc' Fc' Fc' Fc' Fc=760.82 Ibf 2•c' 2•c' C. in Pallow F'c•b•d Pallow=2.3.1 Oa •1bf 6 x 4 b 5.5-in d 3.5-in Ke I le Ke-9-ft Fc' 1000-Ibf E' 1600000-Ibf c' 0.8 FcE 0.3•E' in in le 2 d I FcE I FcE 2 RE Fc Fc' Fc Fc' Fc' F'c=436.49.Ibf 2•c' 2-c' C. in Pallow F'c•b d Pallow=8.4-103 Ibf 4 x 4 b 3.5-in d 3.5-in Ke 1 le Ke-9-ft Ibf Ibf 0.3•E' Fc' 1000• E' 1600000• 2 c' 0.8 FcE in2 in le d I FcE I RE RE Fc Fc'. Fc' Fc' Fc' Pc=436.49•Ibf 2-c' 2•c' c 2 Pallow F'c•b•d Pallow=5.35.10 Ibf 2-2x4 b 1.5.2•in d 3.5 in Ke 1 le Ke-9-ft Ibf Ibf 0.3•E' Fc' 1000• E' 1600000• c' 0.8 FcE in2 in2 le 2 d I FcE I FcE 2 RE Fc Fc'. Fc' Fc' Fc' Fc=436.49.IbC 2.c' 2•c' c in Pallow 0.8 F'c•b-d I'allow=3.67.103 Ibf JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. j�7_ OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE STUD CAPACITY: AT EXTER. WALL at LIVING ROOM: 2 x 6 NO2 @ s l6 in O.C. ( A 8.25•in2 SCF 7.56.1.3•in3= 9.83•in3 1 20.80 in° ) H 15.8 d 5.5.in Ke 1 le Ke-H Ibf Ibf 0.3•E' Fc' 1300 E' 1600000• c' 0.8 FcE int inZ le 2 d I RE I RE Z RE F'c Fc'. Fc Fc' Fc' F'c=410.3•Ibf Fb 875.Ibf 2•c' 2•c' c' int in w 38.12 15 15 Ibf p w,.s fc p 2 2 ft A q (0.67-1.3-12.6-1)•Ihz M 8 q s H2 fb SCF-1.15 fc Z fb =0.59 < 1.33 0.K. Fc Fb I fc RE Awind 5(q-s).Fla Awind=0.5-in H =359.4 OK 384•E'l Awind OTHER EXTER. WALL 2 x 4 NO 2 @ s 16 in O.C. ( A 5.25-in2 SCF 3.06.1.5•in3= 4.59•in3 1 5.36-in' ) H 9•ft d 5.5 in Ke 1 le Ke•H Fc' 1300.Ibf E' 1600000-Ibf c' 0.8 FcE 0.3•E' in in le Z d I RE I FcE 2 RE F'c Fc'. Fc Fc' Fc' F'c=878.56•Ibf Fb 875-Ibf 2,c, ,.c' e' inZ in w 3815.25 15 10 Ibf p w•s fc p 2 2 ft A q (1.13.1.3.12.6•I).Ibf M 1-q,s.H2 tb M ft 8 SCF-1.15 fc fb =0.71 < 1.33 O.K. F'c Fb- I fc RE Awind 5(q s)W Awrind=0.42-in H =254.23 OK 384-EA Awind JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. 4=0 SAN =TSAN JOSE,CA 95160 DESIGN (408)268-0612 DATE GROUND FLOOR FRAMING: JOIST: USE 2 X 6 @ 16" O.C. MAX. SPAN = 8'-0" GIRDER: USE 4 X 6 ( A 19.25•in2 SCF 17.65-1.3in3 ) MAX. SPAN = 6'-1" W 50.8•Ibf ft M 1•W(6.1•ft)2 8 R 1•W6.1•ft 2 fb= M =973.02.Ibf Fb= 1000•IV SCF in in I.S R W.6 ft fv= 1. 79.48-Ib < FV=95 0.K. A in JAMES C,CHEN,C.E.,S.E. JOB NO. P. O.BOX 20302 SHEET NO. SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE FOUNDATION DESIGN: Fp 1500•IbZ It CONTINIOUS FOOTING: roof wall 1st fl ft'g EXTERIOR WALL P= 38.2 15.18 50.8 400 •lbf=1.1.103 .Ibf wall 2nd fl. 1st fl ft'g INTERIOR WALL P= 10.9- 50.2'4 50.7 . 400 •Ibf=1.44.103 .Ibf B= 1440.0.96 in USE B=15" 1500 Stem=8" w/1-#4 cont., at Too&Bott. F-1: P 50.7.6.5•Ibf P=2.28-103 Ibf A= P =1.52-ft'- USE 16"x 16" Min.(A=1.78 sq.ft) Fp OR 18"DIA.PIER (A=1.77 sq.ft) F-2: FB-17 P (9830)•Ibf P=9.83.10 •Ibf A= P =6.55-ft 2 USE 2'-8" X 2'-8" FP W/3-#4 E.W. r .i. r r ,:�.,� r ,'t : it I,rt.P,c;i f. . l U Ir, I ,niLtt 91 lik {�.-4•: ttJ 11tI 1 1 I•I rrlt 1 I, I Ili 1 r.l: 1 cinlal 1 o IE, I; ❑rn.cl ll , u•l a.1.,,• ,{ L.,r I Ilt,c:l c,.,U ...,c.:,..•.p j„r._r r I'',.r�.l.ra I::.I'Ir;:•t::l::.; t;.;: t.. ... :aru:,li.rrir-t:i I*I,.•CL;rita.„ ... .., I'IJ(.aiCtlh"S"-., v'z- 1.0 'ic:,r- :I.'r'9`8 t.tal,dc"Idc' trriOffil;. (Ili::.. 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IIc:• I IvA(:,l d r c..:l pon :J.hi.T i A v to )I I 1 1,•t (It t:1 p 111i MANDATORY MEASURES CHECKLIST: RESIDENTIAL(Page I of 2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk(•)may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a):Minimum R-19 ceding Insulation. §150(b):Loose fill insulation manufacturer's labeled R-Value. N A • §150(c):Minimum R-13 wall insulation in wood framed walls or equivalent Li-value in metal frame walls does not apply to exterior mass walls). • §I50(d):Minimum R-13 raised floor insulation in framed floors. §150(1):Slab edge insulation-water absorption rate no greater it=0.3%.water vapor transmission rate no ata dxn 2.0 inch §118: Insulation specified or installed meets insulation quality standards. Indicate type and forth. §116-17:Fenestration Products,Exterior Doors,and InfltrationdEiifiltrauon Controls 1.Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2.Fenestration products(except field-fabricated)have label with certified U-value,wed Solar Heat Gain Coefficient(SHGC),and infiltration certification 3.Exterior doors and windows weadmrstripped;all johns and penetrations caulked and sealed. §I50(g):Vapor barriers merdatory in Climate Zones 14 and 16 only. N A §150(f):Special infiltration barrier installed to comply with§151 meets Commission quality standards §150(e):Installation of Fireplaces,Decorative Gu Appliances and Gas Logs. I.Masonry and factory-built fireplaces have: L Closeable metal or glass door b.Outside air intake with damper and control c.Flue damper and control 2.No continuous buming gas pilot lights allowed. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113 HVAC equipment,water beaters,showerheads and faucets certified by the Commission §150(h). Heating and/or cooling loads calculated in accordance with ASHRAE.SMACNA or ACCA. §1500) Setback thermostat on all applicable heating and/or cooling systems. §150(j): Pipe and tank insulation 1.Storage gas water beaters rated with an Energy Factor less than 0.58 most be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2.First 5 feet of pipes closest to water heater tank,non-recirculating systems,insulated(R-4 or greater) J.Back-up ranks for solar system,unfiwd storagc Lot"or Other innlrect 1101 water LU16 lune R-12 ertennl insulation or R-I6 combined internal/external insulation 4 All buried or exposed piping insulated in recirculating sections of hot water systems. 5.Cooling system piping below 55'F insulated 6.Piping insulated between heating source and indirect hot water tank. July 1,1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL(Page 2 oft) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with all asterisk(•)may be superseded by more stringent compliance requirements listed on time Certificate of Compliance. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning,Nater Heating and Plumbing System Measures:(continued) • §I5(r m).Ducts and Pans I All ducts and plenums constructed,installed,insulated,fastened,and sealed to comply with the ICBO 1997 UMC sections 601 and 603:ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space.Openings shall be sealed with mastic,tape,aerosol sealant or other duct closure system that meets the applicable requtremetra of UL 181,UL181 A.or UL1818 and other applicable specified tests for longevity given in§I30(m).. Exhaust fan systems have back draft or automatic dampers. 3.Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operitted dampers. §114 Pool and Spa Heating Systems and Equipment N A I.System is certified with 78%thermal efficiency,onoff switch.weatherproof operating instructions,no electric resistance heating and no pilot light. 2.System is installed with. a.At least 36 of ptpe between filter and heater for fume solar heating. b.Cover for outdoor pools or outdoor spas. 3.Pool system has directional inlets and a circulation pump time switch §115 Gas fired central furnaces,pool heaters,spa heaters or household cooking appliances have no cont immusly burning pilot light. (Exception:Nonelectrical cooking appliances with pilot<150 Btu/r) Lighting Measures: 150(k)I. Lununaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/wall or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control pawl at an entrance to the kitchen. 150(k)2.:Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy 11`40 lumens/wan or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in§I50(k)2.:and recessed ceiling fixtures are IC insulation cover)approved July I,1999 1 ' FOUNDATION RECOMMENDATION PROPOSED TWO STORY NEW RESIDENCE 20690 Rirwin Lane ' Cupertino, California 95014 1 Report prepared for ' Mr. 6 Mrs. Leh-Fen S. Wang ' 20690 Rirwin Lane Cupertino, California 95014 ' Job No. 00986-81 ' FRANK LEE & ASSOCIATES GEOTECHNICAL CONSULTANTS 10 KOOTENAI COURT,1'REMS NT7,7 CALIFORNIA 94539 ' June 27, 2000 Job No. 00986-S1 ' Mr. & Mrs. Leh-Fen S. Wang 20690 Kirwin Lane Cupertino, California 95014 SUBJECT: FOUNDATION RECOMMENDATIONS Proposed Two Story New Residence ' 20690 Kirwin Lane Cupertino, California ' Dear Mr. & Mrs. Leh-Fen S. Wang: commendations for foundation design for This letter presents our re ' a proposed two-story new residence of the subject property. The scope of our work included a site reconnaissance, a sample of the near-surface soil was collected for laboratory Atterberg Limits ' testing, the results of which, as show on Attachment A, indicated low to moderate expansion potential and preparation of this letter ' summarizing our recommendations for the foundation design. The purpose Of this work was to provide recommendations for design ' of the foundation for the proposed new residence. Based upon our site reconnaissance, and our opinion that the site soils have low to moderate expansion potential, our recommendations for the foundation for the new residence are as follows: ' Frank Lee & Associates 1 ' Job No: 00986-S1 1% The two-story new residence should be supported by a ' continuous perimeter footing a minimum of 24 inches in depth below the lowest grade and 15 inches in width with interior footings. The spacing of the footing will depend upon the loads transmitted ' to them. The foundation may be designed for an allowable bearing ' pressure of 1,500 psf for dead plus live loads. This value may be increased by 1/3 to include short-term seismic and wind effects. ' The footing should be reinforced with a minimum of two #4 bars, one near the top and one near the bottom of the footing. ' 2. The final design for the foundation and reinforcing required ' shall be determined by the Structural Engineer responsible for the foundation design. 1 3. The site is not located within a State of California Special Studies Zone along the San Andreas Fault. Our review of geologic map by County of Santa Clara indicates that the site is located approximately 1.0 miles northeast of Monte Vista Fault, and 4.5 ' miles Northeast of San Andreas Fault. The ground surface acceleration is depend on the fault distance and earthquake magnitude. For Monte Vista Fault assumed the earthquake magnitude to be 6.0 then the ground surface peak acceleration will be 0.58g. the average of ground surface acceleration about 65% of peak ground ' acceleration. This letter did not involve evaluation of conditions or potential relative to fault location activity or seismic ' capability, or other geologic hazards. Frank Lee & Associates 2 Job No: 00986-51 4•. If any existing structures shall be removed prior to any grading operation. This includes such things as concrete blocks, foundations, asphalt, utilities, pipelines. These objects shall be accurately located on the grading plans to assist the Field Engineer in establishing proper control over their removal or ' relocation. 5. All organic surface material and debris, including grass, weeds ' or trees, shall be stripped minimum of six inches prior to any ' grading operations form all areas that are to receive engineered fill (the exact depth of required stripping shall be determined in ' the field) . These organically-contaminated soil may be stockpiled for later use as landscaping material. After stripping of the organic surface material, the natives soil must be scarified a minimum of 12 inches and recompacted to a minimum of 90 percent relative compaction. e6. Depressions left by the removal of any surface or subsurface ' structures shall be cleaned of all debris, and backfilled with compacted engineered fill. The material shall be placed in lifts ' not exceeding 8 inches in uncompacted thickness, and compacted to a minimum degree of compaction of 90 percent as determined by ASTM ' D1557-78. The upper 6 inches of subgrade soils beneath pavements ' shall be compacted to a minimum of 95 percent. This operation must be conducted under the observation of FRANK LEE & ASSOCIATES. Frank Lee & Associates 3 1 ' Job No: 00986-Sl 7. After removing all the surface and subsurface structures, and after stripping off the organically-contaminated surficial soil, ' the areas that will receive fill shall be ripped by machine to an average depth of at least 12 inches and thoroughly stripped of ' roots, vegetation, and other deleterious materials. 8. Following the structure removal, the stripping operations, and ' the ripping procedures, the native soil, wherever engineered fill will be placed, shall be properly compacted. Any lose fill ' material or wet soil present on the site in areas that will or may affect the proposed structures shall be over-excavated (as determined by the field engineer) and recompacted before placement tof engineered fill. ' 9. All engineered fill, whether native or imported soil, shall be placed in uniform horizontal lifts of not more than 8 inches in ' uncompacted thickness and shall be compacted to not less than 90 percent relative compaction in accordance with the ASTM D1557-78. ' Before compaction begins, the fill shall be brought to approximate ' optimum moisture content that will permit proper compaction by either aerating the material if it is too wet, or spraying the ' material with water if it is too dry. Each lift shall be ' Frank Lee & Associates 4 ' Job No: 00986-51 thoroughly mixed before compaction to assure a uniform distribution ' of water content. When the fill material includes rocks, nesting of rocks shall not be permitted, and all voids must be carefully filled and properly compacted. No rocks larger than 4 inches in ' diameter shall be used for the top two feet of fill. 10. Imported soil materials shall be a soil or soil-rock mixture ' which is free from organic matter or other deleterious substances and have a plasticity index less than 12. The fill material shall ' not contain rocks or clumps of soil greater than 6 inches in dimension, and not more than 15 percent larger than 2-1/2 inches. ' All borrow must be approved by FRANK LEE & ASSOCIATES before being ' brought to the site. ' 11. Where slabs-on-grades are to be constructed, we recommend that the slabs should be supported on a minimum of 12 inches of compacted, non-expansive structural fill and independent from the foundations. The natural subgrade soil and placement of the ' structural fill materials shall be compacted to at least 90 percent ' relative compactions. Slab reinforcing shall be provided minimum of rebar #3 at 18 inches center to center on each way and in ' accordance with the anticipated use and loading of the slab, as ' deigned by the Structural Engineer. ' Frank Lee & Associates 5 ' Job No: 00986-S1 12. In area where floor dampness is undesirable, a moisture ' barrier shall be used. one generally effective system for use in ' areas not subject to heavy vehicle loading is to install a capillary break consisting of four inches of free-draining pea ' gravel beneath the slab. In order to minimize vapor transmission, an impermeable membrane should be placed over the gravel. The membrane should be placed over the gravel. The membrane should be ' cover with a 2-inch layer of sand to aid in curing the concrete and to protect the membrane during construction. The sand should be ' slightly moistened just prior to concrete pouring . The combined thickness of gravel, membrane and sand may be considered as the ' upper 6 inches of the previously recommended non-expansive fill ' beneath the slab. We wish to emphasize that, especially in this case, control of surface and subsurface water is essential for proper maintenance of ' the property. , Strong measures should be taken to conduct all surface and subsurface waters away from the structure so that they do not adversely affect the foundation of the structure. This ' includes the construction of at least a 2 percent slope away from the building foundation, and roof gutters with downspouts shall be ' discharged into controlled drainage facilities to keep water away ' from the foundation. ' Frank Lee & Associates 6 ' Job No: 00986-Sl operation Lee and o Frank Lee & Associates shall inspect all grading p ' foundation excavations during constructions. Frank Lee & Associates shall be notified at least two days prior to the ' commencement of grading and foundation excavation operations. ' ou on this project. We appreciate the opportunity to work with y Please do not hesitate to call us if you have any questions or if ' we can be of any other service. Thank you. ' ours, Very truly Y QSbiESSIOyAV o FRANK LEE & ASSOCIATES s Q C 3,375 �'� '//p�. ��•�!....••'��`a\� G�--CJS---v/2��-rlliy ' Fr Lee C?�� Of CRt\��. 5 N 7/3 ' Professional Engineer CE3497 1 ' Frank Lee & Associates 7 TABLE B ' SUM:-IaRY OF ATTERBERG LIMITS JOB NO: 00986--S1 ' 60 - 50 x 40-- A ' c 30 c-. u 20 OH q or ' - 10 CL OL MH 7or ' 4 CML 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT, (9) ' SYMBOL SAMPLE k DEPTH, FT LIQUID PLASTICITY USC LIMIT, 6 INDEX, b SYMBOL ' BAG A 1--1� 26.2 9.9 CL 1 -. FRANK LEE & ASSOCIATES GEOTECHNICAL CONSULTANTS 10 KOOTENAI COURT, FREHONT, CALIFORNIA 94539 (510) 657-7792 S 1"AJ ? f f:r�2�•',[h tt -f't� �JY"CJL'` U r �•a C 3•4.9i5 m 0 JAMES C.CHEN,C E.,S E JOB NO, Od ZZ P 0,BOX 20302 SHEET NO._ 7 OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE � JF 30 �aq�o I STRUCTURAL CALCULATIONS NEW PROPOSED RESIDENCE at ~'1� S�UBM ITTA :;.. ��FEB 6 #3 20690 KIRWIN LANE CUPERTINO, CALIF. oQROf ESSlpy181SED9 `HUEH•HS�y<<ny No. 2282 e.r., v sj9rlApCTU�F`,\P f Of CA0 JAMES C,CHEN,C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. 'L OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SCOPES OF THIS REVISION: 1. THE FLOOR AREA OF ARCHITECTURAL PLANS WERE REDUCED A LITTLE DIT.THE LOCATION OF THE LOAD POINTS AT SOME OF THE BEAM WERE CHANGED A LITTLE BIT ALSO:BY INSPECTION,CHECKED O.K. 2, UES SAME LATERAL LOADS,CHANGE SOME SHEAR WALLS,SEE ATTACHED CALCULATIONS PAGE 3 THROUGH PAGE 8. JAMES C,CHEN.C.E.,S.E. JOB NO. P.O.BOX 20302 SHEET NO. Z�-Z_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE 1/7 q10 0 4530 o 3sa l 3� s8 B� o ,d M 441 �� T -ij' Io o � A _t (�7uu Y� v= i�l� x JAMES C.CHEN,C E.,S.E. JOB NO. P O BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE ?600 Q I/Z R/O D aba N90 ISO S —157—11 , I; 51oxiS+�, r� ^ c � C 9' I I° y ¢� f' h1 e' 3S-0 N 6' �F-Rm ! 0 M -FRM-I 1 13 sl Iu� I �Q 00 Isco F� 30 4J 11 CQ ! 17 I 1 30 �IS 101 11601 W FL p �ff2,4 M Y JAMES C,CHEN,C.E.,S.E. JOB NO. P. O.BOX 20302 SHEET NO, OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE A: REV. 3 1/29/01 L (4 3.75 9),ft Vf (2480) Ibf 2nd FL Diaph. X-Dir. DESIGN AS WALL WITH OPENING,DETAIL BOUNDARY MEMBERS FOR FORCE TRANSFER WALL PIER HEIGHT, 1i 5-ft H =2.5 ft USE 3.75 FT, O.K. hl 10-fl V Vf V=148.046-lbf L ft OM (Vf•hl)•3.75-ft USE TYPE A WALL L (Allow. = 260#/ft) RM 22.3 15.10 .3.75z Ibf-fl 2 2 T OM 0.9-RM T=1.35.103 •Ibf USE SIMP HPAHD22 (3.75 0.5)•ft Allow.= 2080#) SHEAR WALL AT LINE B REV. 1 11/12/00 L (2 2 2)-fl Vr (1370).lbf Roof I>iaph.X-Dir. USE 3—HARDY PANEL HF918 (Allow-=3X2132#) h2 9-ft OM (Vr•h2)•1 3 ' z RM 22.2 15.9 •1'S •Ibfft 2 2 T OM 0.9-RM T=3.04-10 3 Ibf USE T/8"Dia. M.B. (1.5 0.2)-fl (Allow-=12000#) 0 0 JAMES C.CHEN,C.E., S.E. JOB NO. P.O BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE REV. 3 1/29/01 SHEAR WALL AT LINE 5: 43r L (4=54-ft Vf (520)•Ibf 2nd FI.Diaph. Y-Cir. 30 =40y, tfQE-+KRf3,N'F1ANEI:''F910 hl 10-ft �� 13 (nllew._213ee OM (Vfhl) "rZ Tl�PE� 13`2 C&LLv-,j=z6v !) RM 22.2 15-10. Ibf•ft 2 2 OM 0.9-PIMzo M T= •Ibf USE SIMP f+FA z z T 3 (4=3 0.3)•ft (Allow.=48980=#-) 13 7agD dF SHEAR WALL AT LINE 6: L (10)-ft Vf (3090)-Ibf 2nd Fl.Diaph. Y-Dir. hl II-ft V Vf V=309.Ibf L ft OM (Vf-hl).10-ft USE TYPE B WALL L (Allow. = 350#/ft) z RM (10.1-33 10-1l)-10 -Ibf ft 2 T OM 0.9 RM T=2.99.103 Ibf USE SIMP MTT28B (10 0.5)-ft (Allow.=4455#) JAMES C,CHEN.C.E.,S.E. JOB NO. P O.BOX 20302 SHEET NO.-_OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE SHEAR WALL AT LINE 4: REV. 3 1/29/01 2nd FLOOR: L (12.5 10)ft Vr (5880)Ibf Roof Diaph.Y-Dir. h2 9-ft V Vr V=261.33.Ibf L ft OM (Vr•h2).10 f1 USE TYPE B WALL L (Allow. = 350#/ft) RM 22.2 10-9 10 Ibf•ft 2 2 T OM 0.9-RM T=1.91.103 •Ibf USE 2-SIMP CS16 (10 0.3)ft (Allow.=2X1650#) 1st FLOOR: L (1 I)•ft Vf (1530 1780)•Ibf 2nd Fl,Y-Dir. hl l0 ft V Vf Vr V=835.45-lbf L ft USE 2-TYPE C WALL (Allow. = 2X490#/ft) OM (Vf•hl Vr.(hl h2)),II•ft L Z M 22.2 1019 101.33 1 R1 Ibf•ft 2 2 T OM 0.9•RM T=1.26.10° •Ibf USE SIMP HD14A ( 11 0.5)-ft (Allow.=13380#) w/5 1/2••COL JAMES C,CHEN,C.E.,S.E. JOB NO. P.O. BOX 20302 SHEET NO. OF SAN JOSE,CA 95160 DESIGN (408)268-0612 DATE REV. 3 1/29101 SHEAR WALL AT LINE 2: 2nd FLOOR: L (27)-ft Vr 4530• 27 27 17 lbf Roof Diaph.Y-Dir. 112) 9.ft V Vr V=102.95.Ibf L ft 2Lft USE TYPE A WALL OM (Vr-h2)- (Allow. = 260#/ft) Z RM 22.12 15 9 `7 Ibf ft 2 2 T OM 0.9.RM T- 2.34.103 •Ibf USE SIMP CS16 (27 0.3)-ft (AI low.=1650#) SHEAR WALL AT LINE 3: L (2l)-ft Vf (850)•Ibf 2nd Fl. Diaph. Y-Dir. hl 10-11 V Vf V-40.48•lbf L ft OM (Vf•hl).21•ft USE TYPE A WALL L (Allow. = 260#/ft) Z RM 22.12 ' 1511 • I Ibfft 2 2 T OM 0.9-RM T= 2.46.103 •Ibf NO HOLDOWN (21 0.5)-ft PERIM IT P-A, CUPERTINO SANITARY' DISTRICT Santa Clara County 20065 Stevens Creek Boulevard,Building C Cupertino,California 95014 Telephone 408-253-7071 CONNECTION PERMIT Dater'-WV)(--N APN: Book Page "�Parccl Property Owner: L e,J ROSIPAI/Tract No. Lot No. INI ailing Address: -7 3 V til C I I 61 4r,< 14 P, o SANITARV SUZAPPR EWFJZ PERMT MOVID, h CuPertm Slutlry DWm S lk Diak*W=CW, (Mc k�),being the owner(s)(ow-ner's agent),hereby make application for connection of the at: 1 oe!�,),hi L A /j i;� L ecy v&) t,,,, consisting of the foll o%%i ag TN.lie of Buildings: Residential: Single Family DwellingC Multi Family Dwelling_- No.Units Commercial_-, Industrial_; Other ; No.Units Do hereby request a permit to connect the sewer system of the Cupertino Sanitary District. IN CONSIDERATION OF THE GRANTING THIS PERMIT,THE OWNER AGREES: 1.To comply with all existing Ordinances,Rules and Regulations of the Cupertino Sanitary District as now or hereafter aincridcd. 2.To maintain the House Sewer(that portion of the sewer within private property)which includes a serviceable cleanout to grade and accessible located within five feet(5')of the point of connection with the Lateral Sewer(that portion of the scNNcr in the street right-of-way of District easement. 3.To acquire a Plumbing Permit from the ("4-, j,1 C,,Building Department and obtain the required 4� Building Department inspections and approval Prior to use. 4.To expose and inspect for serviceability the Lateral Sewer prior to starting construction of the House Sc%%cr. 5.That this permit does not constitute a request for the issuance of an encroachment permit for sewer construction in the street/public right-of-tray of the agency having jurisdiction thereover. 6.To connect to sewer within one(1)calendar year from the date of issuance of this permit. 7.To call UNDERGROUND SERVICE ALERT(USA)1- 00-227-2600,at least 481 fior to starting construction, I- 8.SPECIAL PER511T CONDITIONS: -�-, �,(— = z,4f"ouT ,! rM A BACKFLOW PROTECTIVE DEVICE shall be installed to protect the above property by the owner. Type ofdevice LZJ and installation shall comply with the Plumbing Code Requirements of the jurisdiction shoN%n in 3 abovc. Fees: Serer Service Charges to June 30,2c��1 No.Units x SLL- /month x. to.months (31010) Backflow Protection Device Inspectione e C-� (31020) Connection Permit Fee: ('( 11 r 1-11 (31020) Additional Connection Fees Total: Considerations and Considerations of this Sanitary Sewer Connection Permit with attached Exhibits,are hereby agreed to and acknowledged by the undersigned Owner(or Owner's Agent). Failure to comply may result in termination of permit. Acknowledgement:' Owner's Agent: (IfSigningfor(,hvner Please Print Your.Vanjei Receipt of 4 acknowledged and permit granted. TTTT MARKT OINIAS&CO INC..district Manager-Engineer BY: R—d 5,00 NOTE: See Details on tither side ofthis permit 1 TYPICAL CLEANOUT FOR LATERAL SEWER Distance from Property Line r to be as close as practicable, not to exceed five(5) feet. J I Removable Cleanout Plug 6 0 a. Finish Grade Wye for Riser Sewer Cleanout Box with Lid to be accessible and maintained by property owner. Short length Riser Pipe Adaptor coupling �� I/B Bend —FLOW �r Lateral SewerHouse Sewer Lateral Sewer slope Rouse Sever elope determined by Dnf riot determined by building department —CLEANOUT TO BE SAME SIZE AS LATERAL SEWER— Notes: t. Distance from the properly line not to exceed five(5')feet. 2. Property Line Cleanout,Lateral Sewer Cleanout,to be same size as Lateral. 3. The maintenance of the Lateral Sewer Cleanout is the responsibility of the Properly Owner. 4. House sewer minimum slope determined by local Building Department plumbing code requirements of the agency having jurisdiction thereover. TYPICAL BACKFLOW PROTECTIVE DEVICE INSTALLATION TYPICAL BACKWATER VALVE TYPICAL KELLY VALVE INSTALLATIONS INSTALLATION Jura mcr�onm Rntrinon• •cc•Pr.•er ui�✓rfdaren. FIGURE I FIGURE 2 FIGURE 3 a a•�•.c.Ad. n•d e•�•.c,•d. n a Ao..•c.d. Sno.n lir.nn r51r Mt Rgnl-W-w•r and&-l-i; Sn•wn N P.•ywi Lt•C.—" Sno.n Adl•c•m To ev�anv R✓Rvr•f R••u�ar Yenrfnonc• R•du✓•t M .n • Rtd s Nmmum M•.n 1lnc•:f vel.•Tane•✓R•mo.a o^.nc +o�.•Sn.uid of R•..,o.ati. 4✓E A<CESS BOa •itn+vf n110 CPr•r f_j_FLg&R •.-KELLY V6LVE I\fL n'f rm n Grad• VALVE ACCESS BOY i KELLY VALVE c�nnn Gina• c,n..n c•ode� _t1S s rS ^ 2 BACKWATER .3 ^ VALVE Flow� �iLaw 2l Notes: 1.The Backflow protective device to be located on site in the house sewer. 2. The type,location and installation of the Backflow Protective Device shall comply with the local Building Department plumbing lode requirements of the agency having jurisdiction thereover. 3. Device to be accessible and maintained by the Properly Owner. 4. If a Kelly Valve is installed at Property Line,it is to be readily removable for Lateral Sewer Maintenance. " FIIft DEPARTMENT 10120 �. SANTA CLARA COUNTY corITRDLNo. t�I1tE BLDGPERMRNo. 00090030 iii i� • ifi, .i,! �l'.�,. iIl- . PLAN REVIEW No. 00- 2351— .------- PLAN REVIEW COMMENTS CODEISEC. REQUIREMENT Review of a proposed new 3,281 square foot single family residence with an attached garage. Required Fire Flow: The required fire flow for this project is 1,000 gpm at 20 psi residual pressure.The required fire flow is available from area water mains and fire hydrant(s)which are spaced at the required spacing. No fire department conditions or requirements. Approved for building permit issue. i j i i i i i i i �I i Qty PLANS SPECK NEW MOL AS OCCUPANCY CONST.TYPE PERMITTEE GATE PAGE CUP ® ❑ ® ❑ ❑ R-3/U-11 V-NR T Square Design&Associate 9/20/2000 1 OF 1 SECJFLOOR 3,2 LOAD DESCRIPTION BY 1&2 3,281 SQ FT Residential Construction Hokanson,Wayne NAME OF PROJECT LOCATION SFR 20690 Kirwin Ln Organized a, the Santa Clara County Central Fin-Prot,'Critm Di<triri 1•1tA IF[RPI)EPARTMENT. 1'IRF. SANTA CLARA COUNTY CONTROL No. 10120_ BLDGPERMrTN.. 00090030 - PLAN REVIEW No. 00- 2351 PLAN REVIEW COMMENTS CODE/SEC. . SNEET NO. REOUIREMENr Review of a proposed new 3,281 square foot single family residence with an attached garage. 1 Required Fire Flow: The required fire flow for this project is 1,000 gpm at 20 psi residual pressure.The required fire flow is available from area water mains and fire hydrant(s)which are spaced at the required spacing. I i No fire department conditions or requirements. Approved for building permit issue. i j i i i i i i —---1 City PLANS SPECS NEWRMDL AS OCCUPANCY CONST.TYPE PERMITTEE OATS PACE cul' ® ❑ ® ❑ ❑ R-3/U-1 V-NI2 T Square Design&Associate 9/20/2000 1 OF 1 SECJFLOORAREA LOAD DESCRIPTION 1&2 3,281 SQ FT Residential Construction Hokanson,Wayne NAME OF PROJECT I LOCATION — SFR 20690 Kirwin Ln Organized a< dw Santa Ciera County Central Fire hotection Di�ilici •k .�mhi 1 .. a t'„inv „)rlirnvirti,/1. n16,11 "1", irn�.( ., REVISIONS BY NOTE: 0. 0 � i��f�i � � 1�+ �._ • ,11 I. Calslruclion1111spectian X f � a, Special inspections required !� _ w. •. / a by Section 601 on Ilia following � ) typo of wank: i H N o � — ... � _ � •; _.__ .___.�� _.._..•__ ,''' -�" filling y e , — l- —� � .1. Special grading, ex al & J.L IWO i — l i i��/ '� ''•, ... `�, Y� •1 3 .` r 2. Provide I% dope at dte2%.. '' 3 �. slope at building a. All rainwater to be drairlal to z 3 sires!. 1 �.— — o `�•, _' .,, \ � ,� 4. Kemove exiaiing building on site , + IN r1 r� F �• 1 r _. 1 L6��lpf — . . . �l - ° A a 00 1 FL: od - � All V. 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TT,s.?3'eP,•. $ rf{,.. w.wMi xeb',�n e. .r,15 :l:4fLFn 1% 9 =�in` Y �� tI I pI I � � 31 �� 41 I 5 ��8� 1 2 3 4 51 61 71 81 91 101 ii1 � 12 X13 14, 15 f REVISIONS BY Owwal nota: 26. 11w&A dol OF&M 10 sochm 1006 9 n ---^.'w'�'i TASU 164.1- A0WM14 TU Appilib T10Nt fOR ALL 7M 1. omw"wow and all mubu aadwe it"vid s1 t+M,dilbmwm tptd � 3 �p ta0/ � P.tiatM'r�Mq r= RDOf SLOPS 1 M 10%goo AM�1UNT1 NQiY�YG1 anolYtiant prig b Std dib 37. UMtrirdY r11M omfwt•b Iectian 30!and TaW li$' drfi b Mad for ti'+dR•1 mtifl ttbm iadaOd l0 61, IdmtlNkdicn ds9.9r*r•111.11Is Psr MAiC Bsctlon 307. -- e.11.ntaese �vwRiGAi u 1 2A the btt Ll ba6r41otr 2. All and hmoddWerk thdl MNPly wilb 11011 report. EmiwW v&*k wOrOk tl'm"be tats bMr(ro1MM seabel*o pw Iedm6.11 l 100 11 prow 62. Plovlie 6'X 1114.OFW"wi6 wru"eeid"WAW smash Sand h for r #� 1, Oldwindli g plr SMwisea1212.0 ad 2326.12,9 ,y� McRdetim venWldab M every sthw 11pn► ( '., 3. Vo ly Inside hand"dnmbesL hMiy,bad Wnl Mokomm" A tt OMW 24, Clb*WPON dbtt d d"K$)Pw%dim long olw IW(lo $1. him 0, dsoibow ihd bepw i I •I �h n Prior to dad d jod 11.11119Rdw bM4rk UPC Iiot O 90 63. Tb 6M1a ata kldM/lK4cedltdal etWy mem tilaU M prorlld with e e 1R At r wiled ins eine t a lir Mesa r►tM ted a a Ur 21 ibdlu 1610 ones)ieide 30. Cbllrsie w tMy 1111 del••nIpIY M IBC M•lldld p (w bdllr hHPp10tg1 <'t. 4,Fr 4rbtatc 1s�IC iaAile 304A. sm vedgwo pr Iowa IM.). 11.--1_ � tplMrl IrMµa + 11�9�Lar Ria( SAM As Ist G&W Chi MW mm acep do extMId10{tf010 I. All eatericr dorsi(i•drdie6 oormm e•R d0a)111k'Nlleep d0rw ad w1 obdl be oda bM d41r aw+tplirla teill nedRpt 1!07,7, ;i lqp �1 i7 UytMareowt►1tIM(Mlktped bt 11i1 M ib1M 64,` a 6te vaelh11r+rd ialed irndrtRalhnelrB M mi Woollor nKAtose•>!•sd AIL A �' ►tom s,"1•Kle a wall line l lbs bailWg,ta0 " d 31. Ortwd ptlrprr ieMia{fidrw drlR bsa M rAfalq del Mad 10 bibles 0111 @At j, sod 1 r. . 4 tl t�piaa0t{raabtwrapnr nd6ilwan 0pp{ied 01111u be p�(ydAWN tueroo ad to(w1y J. Water know a M Y1y end•N•'w elplsl,p116Md " (pC►CaYG 8Ei i f0(IO it BtdkRlalMip+t UPC 1114fatt 113A CIRC A11dda 610 tkped a(pWemr d 1/11b1M vdipel 412 e•Me Iriaalld(2Melapr) r . I "' '~ Mawa IXIA.iurfeck'IA all Mqukw $WAM d Iopdrr WA m approved tw•mKiD{MAW" !hr*&loM4 Otbw dirtr B•i#a Ont fik a figs•10 felt iu31 2 6. Novice 0aridl omdaWim air for aN heoble stir r aplkel pr dMpMt 6 d►1bdC k IMdnr f !) liowr adMidMwr : _ 1 bey RAI B 116, lass" pwrwtbllyd•ww 63, Oat find goimm 1 4.SIM*A w now•mp•Ws d '' ftdwb 111 wRI 6 IarMM t I!7 m l b b yyO01w dlr wmraelWo Nil fy lwtlt+l}pi tl lareYot 6I9 7 �notimiaitMM.a= K9i ignition No it 3Jt (7-900)WAN to 0oa�1r V46 do 7. AU OMda1 eh1U ooltply tlitlt hturdmle 0101111 ped eedit•36e1 UBC igsMie�Rttblblble tgpbrt nRey b blatNed a uaridpnM►prgss s r • • !' d fool is w 23.UirieioR f0 Pai41MMilbN b o pempM Llo die Loh(19 eaRl)w d `` iAe eowrM tf l/Yki•K M MMI I{kKlla tetVp da ll0ut i t,r r 1pD� 33 NtbMltb4 W trl►IrlirbM acts ajtlAaR blur IBdlyd 9+atwldo41 bP NMipt•of aplBsYeaatriw i4 Plateau . baDp e41arledipelpa lMR9Mtt•tt0e11tR• i 1MWibttltbblg, is toe Mtpl6inR vtke to dpr IM aRa IM elk ily11 tat be em10w dm Lch(211 1, All wort dr9 s o *wilt do Wed•dri=die MailonR al�0.11,t>IeaMMdtd.a+l: ,fnnyr K Ir!dw�.t 6�MM Plr M!rMo 4lmu, wy� �bplw a.+rIMNMc uo3�.u) u.M C.1eaI11K 3t�3, roMI(Nu. Sed � deal'ied osde.pbMTh"coda ss,aR Meal Dodo ad asBNwm '` ,,. ' 1 ; eA 00 M Art , 33, IIIIIMbIM tooKl(1)iaN bees ertwel f0 Wow blew Pns41telwpwMre raOef tales eWl b AM t odriw e tR i ler Nlwdw Cbl fwl For pv*.'ft dM wWlotd agtiod lqu the Taro hrleDMt ped tik Only aw hMmw on lbpr d 1 pots 9. LtleMlon Sed rdilg Wall eleohbd Panda dao b padded Ir lteobieal te6tbttlr, •+11•76. dMt 1.11/a0ise 1 31 !3, M Magi MA hHk+jhtpt►tAla41 bAwn tb pop waO a'1`trC"rMeb 1 A (WtnrnF' hgRtMr(Per tits dM iYM Is 12 W (S1.3A 1110011)Md Yo 34 ttbvbM21 t•Y(MrrsOoerill•etBfMn1w41d+d' Qnfipitt�tpW "' wldkeltnpprowrdMolrladpwtlPCL6ot3sew601.3. r r ttrdawiit CWM ) eodingbo tMd4x Alrr d " k,�2 .A PMMBd•f b•Bs�t9lMih oM Plds M best•• . tRst. . ' •. rshosting a w int no DIM 1p. Acess hM whdwAaar arm+Wl M p1wUd v M1•albdq m 110*b'Y,3( dYAti 1!. HOOM veblRdtoa .padil41 t i !T. bhwW b stddidd b 14:+MW 1••Af (100 mm>ID'i P••� 16 TM l b4 w(wdie•rade ams etbb pr �. aooarcpe•ill{Ib1o6.u11A1dbI'9� ebdeKtiNtorrrYtadmf(pe11t PntvlJelea611T P� 2oLlr Nipp111�raidA•rM•n�ilrilbMilpriM6d b+vLi lhao sod color mini!wn* dfan d fee arced pd e% IMlbdale a hldmbstsR U crit d1rM101 by o11►Mtr s(bldreldam 'ft 7%AMWAd at E•tlrw dROW4 dog oft W"ns,wMb egdradoo 11a 4, TUe IMadkrp ' 3 io*a(70,2 arR)otiaiaRbb m ro MMwr(bar pradl eo.a ran lr.fire will+eaaeelAiwY le r wW.rbdRnoar MM1 M. FRI"Ir x 34'wde440ar aaMlilr411 211 qr*** i)aAaParbagl iMww•(1•Dtball webtlt,Klad srat+p.hie.A mea Paril.ildt rPp(Y b bYAlw svA.go Boehm 101 a, y� s ;pyo pit IMA nd M. fwe Mw 4o peep lull•d M ! R1eN4•rM tMkt.ltwlw d f wtek M1Mthr►oatWaa orf catrdws, ,Row mfr a • per the an blok* 11. 1991 UDC,URIC,UiC,aA/1991 NEC•puha p kid adi de w d)f i m k oro bec W"In nbkb b 1rW d•sipiakdlrY 446 ybuugUd0•bqg efOeui a being•td>jeet a►epobetd w(Rd 9ebcilia a ttcer d10 ttlUa pa boat(129 km&)ar wbrs do mot bei ucebc 4O feet 37. hwitbnilitt(t)Wwpwiec MgMit aamplY,nihb 4 ' 21fiMa)1ba14ttpitttdltRa as doll be atttdHld foibvq; 12. camisole hoed low oral wdw d=K Mbm6 ad OtWwmdw reit w tow" L pkOkAe)ON 94"10"$,nd Tdde 164 oiq"7 d {b/ngdral'1�'R TAt bide d#A dMe>id►be ba0rd a 0urdl•tl(UPrledk•1001 ioeRi Tldie lis t)Mpiypi�trlliont a bsRrW 1M11tiigpiPo y= ••rIK7 k TIM now•16R`Ieat••led ith deli b hslend vv11Y sPltovsdsdfpf 13. At Mad an wb►dowr lexdt brbcam droll•ttt4lr wii 1•IRpmL'Y•g•»!•9uk•Ds••s dllBC 310A, •>•p9a•d �I•t•IR , .,7Y., PHMI aMRlq devia,W Iota liglder,k finpleew iltdl be find IY as tpptttd. � �tiNt tA111 M Irfia1 wih two ttaUL wade%"*A om*with do fdo Nhw 3A Pravbb 22"X 30'minioatr•PtdRb sElt M e t hneoMslMs loadi0p /ta twknal Ni M api ped MC Bodin 901 ns,dod be btdaRed Me SoWo 9o' "'" � 6�} fA, xa ooM6 pd t�Rtmidm/at.MP nd ub Wa ftU bsala iR 1 bed of rI r ,look's Moria. EMnawkML d) ia+iag bbms iW Wk I}if1 bpegtMa Vi Ms 1. a4 awn vtNed f boom W W i!Mum w 4eWlte and Obi hunts e)� s47 wMdaw apmat am -*wiWm 3a NY*ask yowl[a Per so"1!93.3, loco�hYw e( ti, dBbotWtMtend�wwa w dM MtrMtoddlo�Mk��w o�w IJPC Maka�410.?� a s o nt1 pet� a�o )2 wlw buitomal(20o'A dopy,drMr aced d td dka dMu w parrJY hMebod . tlprt�t ti Max d 44'widow sill be*abose firs"Ow. hpt 7P irP boarb r tb�Ybd tt M•fW2' 6 __t p hetJds a ledieb i••tglt fitsPi•e•1Mv!M4t1 Bswieg,ehirlery d brlirYt,dr fh11,tkM oMwaira s@Ippit6 st I6 bldw w m*. 14. Fad burning device in&808?8"I.Wood by m @Moved mdnd mOss ow". le•sdo•d6e4bPa tbbttReY t>Mabd tP•tk asndtr 7Zr FMI/eM widtl�a aladtd rprsys drN este a aNtepbrg Mor beds lipbalMp �.--� '� /1. PD+9NsapdRrysfw' •)FltbtenitaMrbdiadnRMnjalbrl+YdWped) ,00adYiowNICs.603J.1A.l, ' I S, All seemed li"as it ceilings OW ams n•quiW a be WL4dW mit bo LC tips AOJ e Weir 11a1w(11)pr U!C g•Miall3lD 3 Int Bsdi••231 L!. , ?7 Jtoottai bib 111 n•d1r beAoaal V0 pea r!W- .. b.hffo" (1)Pi UMC 50"306.4 n) beside Smith P W Bks ON pangs a(L s 16. Hydmmm*/e tub(wkripod b•tllbb)ah1O b Uoed sod btddid ped Bedi11R 113 UPC 36, Fordo ahriW M &%O demo OadC1e end•9nti(tstmt sword e Y mtapBrla 1 t Section 600 pd 0 NEC. 43. Kmoadw"be btdammi at ad ibm rlr top wide deb Ir0,W 1993 NEC Atlidt 210.3X4 thi1H p4adllo twI1B lnlillT'.aedoe 911. 17. Slane dryer ecce11b.a1ao�M�consistsIMbsildblgadbe•gAM4wiltsabad(•dnlfiaabper. .)Tb1Atwobwa(pw+rlmt4«poet b) M�ereibosNawMrIMdrrroM FIRIIPI.ACE i IiIARTI I I�i:%TAIL Domestic dries•orad due nW Iwi laoeed b aW d 11 W,4dbdir/tt110 90ds/e••b•.a 43. Fbti W"talk rd ailiq•}rqr a o MRd+r dr11eObtB w16 rrler(bk approved fa rr#ar •WMads•pw Melia 2304. ear bred On P*O"OWN M79 NEC 6n resituboe pr Litho 302.1 ao0ym 3, uMC section 901 A sou .: ;. b)A ttIbWMM O.OIp•itcA(No•!6 pYMgsp)mtnedoa 71.AN der local IS 4m (aUdart less Wool) 1" M. Proride M alts orb alatrd rodlk l(s)pw eegiae 2409A, rwMeA seep wqw o*s 1lrrbart;6dw Md mid&21"of Worts 1141 be :t r 1 14. SeeNECS1104n4rdotdatdWtbb aY•�iMrMI41gnf31/1WM•drtMpnrided log"afdYthr+PrUBCieAla121061 43. gmioWonbk I ' irgmftMMowbmm di" AWMI•wiboRrrdaliapWllrabrlaMrlor ' I ;� , iflpfli 19. Oce kgliodw dwg be installed per S.304.UMC aeedleNm pr B1dMe 1606.1! oro rd11 rtitli AM1oa TIM ee►wd ebeR M • T3 Tho Mcstla dor W+hs,os,vahw _ - ilAt E 20. wales bazar PTRV SMO b•nM a edrkr. mie(IRIm s,4 Low abow M/M6 a Z iadlel above i N it fwd* o drH b•sm"4 fed � st�Dt1� 46. Fin teddies bretrily drR bt Mew•peedtAirr ""dam od dol b of lypi ebi(d1 dew ripped rnl oldaidl6n Merin Por UPC Bedlm 121](I) �, !ssr«i •'h� t 'Oir: P AfrIL"W.. � 1 MSR b W&.for akatrkd pb okm aid woes adrib b W tatetitrd6r Id1iiIB - , Ll 21.SMww daR ebell caaply wish UPC gection 410. oeera9miatioa oalddY ped iseliaHt 106 3 3. Healon 2306!. M h}9W1 cklrsbn far dtile•1y psr Bwllm 3102.3.6. "� i C 22. (knad pArper borer in k"m dell ire m cold"dot WW 40 km-emr pw war Pw Meat 47. AtMoved adorer or erotbers"be peovidd M loser Y). IIesIMI sllrlaictr HbtR mood A kid 16 ides L BaA d TAe M►d6a tbiasney ehaM b nthiarMl - ------ -.0x11 W,1R t/NL ' CEC 2•f3f10)and booaatraH 'by d*Mad aaoelRidl ewbdl(a)L 6okidla sr lobe vibk Md tam rM gibed w nod f IMd M Mort t ink!etldt side dile eiePlsw apMdega oRes hs,"Ado moss d Im w e l F P••M1oit �s � 23. AU msdle dosctae b b hardwired a e priory stela d poww, lariat W Pt•Ptdr' SsWR 3102,7.12 bdr)DetdlOy. F--- V� OA/WaLI - s + elatla . erre 24. EMwicd and cold wales b NEC Amble 2f041. 44 Rsvide d Med e11w wrdow w rdwitr dew approved fbr !4, Lamp,and bar vmw Ronne L btcbm owl t oto ii Mee Al-• +' " around required. eplrptry cape w rates Ibr wbry roam rod ter Ad Iris M OB WMY of ed ler 6tm 40 truer pw7MM 21. Balding dpe M not relPlied si•sPR FAPM Pr socom)tt/: - 59, Per I!!3 NEC.Artlde 2104.pwmd"dlodbi bw"IbeO a s• 23. Provide Safely Glazing per Section 2406.1 49. Ra Wjwio ebdl b br:aW d 4'bds9aie A kMcbm aaedwa be Itul h' '�Mbee i1daO1/L ". Al cerin code w if 11td IIIdRf H peltbW trtMbsd Mt k eo bbebaprdl, � s+doors � jLa f � I)S, li WbaarplyMidi611 „ epdtg. t . . •�' at � !a Prr 1993 NEG MMM 2104,Woo""ddnrM•hdrn n bt Atcbile*"a d=a•{w11MPbah6lelin@g1PIR(im6ra0MY bi _f-!/4 fi`lWOcV elr� , !lots IPMeL'i=°tT. w�w �e 1ade v fLAW :i ` salt:F..T<r ptrUhl SN"S0d,M1>a311 it I , KTw"gc.Two VA tA6t e'~T• GWaa✓. 1 a(• C40tkp 144 Tww ren! ,e•s 4 ',` , n- .. , r r "ape? r MAP-_ATM MSASURF.SCIRiE$IDtNJYALaPICKETtern MF.11R FIREPLACE SECTION 5 PICT DETAIL: GUARDRAIL DETAIL. CERTIFICATE OF C11PLIANCt<t IKDIDENTIAL Pap• 2 Cl torr twdrrrrrdlebysi}IrYrriabaawrYArr11nsrn�lbwe/MneybnwApesArl 3<ATIFICATE OF COWLIANCtr RESIDENTIAL Page 1 Ci-1R .••er�rr....�..w+w........•.w.r. .a.w.r taeArlet d6rM•MF)atMAwierrre arteaswr6arwMkmor6WwieCwYwr er .. .............r... ................... ....r.a................................ Project Title.......... 2"" Kfwin Ln.Rntldrvw Dat•.•0I1/10/00 31ND►7 b•Piwa MrebreMnYbrpwlegMrwb4earMliehwWdAiMrYlaeeb,6rrw Prosect Title......... . 20690 Itirwin La.Residence Dete..08/10/00 ilr45t30 a�.w.eam..r.� e11reaereen•ratp•Rrrnpd6•Yr6rY.Wrgrrdi•ywAwrY11eMYM Project Address........ 20690 Kiwin Lane axlesai ------- - 0110toaMs vb.lo Fele-ARKIIW toth-Cuote 92 ►roPaw-foRK CF-IN d.eerrrwribdrWMr.eh. Cupertino. CA vi lot1 : : Umm - P1260 Use►-Burin Tek Energy Co•plia Run-Design Documentation Author... Danny Taein etagret : Building Permit of : - ---- --- -_---- 101sse0ael C11aMwYtldaPpMtablebowtdr•eomplaMawtlerWAlted11pPMakh Design Tek Energy Compliance : 1 616 Rama Stret,eButte 4 : Plan Check / Data MVAC @reTEll@ Ramona MRONER CElIIIIN't S I RI;N(i 111 OP IIANINtAII,(iy S 1 Alit : Palo Alto, CA 94301 1 _. : 20LIM BE APPLIED 650-329-0955 : Field Check/ Date I Nlntmum Duct Duct Tested Duct RCCA Ttrrwsta 1101(IZUNI'ALLY Al'RiGlff ANGLE VARIES Clompliance Mothod...... 1miawPASS v5.lo for 199@ standards by Enercoep, Inc.-- Equipment Type Efficiency -Loudon R-valw Leakage Ranwl D Type TO TOP RAIL. ALSO CAPABLE OF Ill"�i'YI 10"MIN � - _.,.__.,._ __�_ • Nllba tmYrLnwheMra ' 10"MIN ............ ........-.� as 0.000 mm Attic R-4.2 119 No Setback Bowe N WITI191-ANUINU 200 HIS IN ANY RICROPAB5 v5.10 File-MKIRN rttrM CTZ04W2 Program-F Cl I AirCond 10.00 scr Attic R-4.2 No No setback - - t Usarll-ML260 User-Design Tdk Energy Coeplla Run-Design : • pAq 1•dril►+is++r++wreW�++wq+,+wV++errr/rr.m DIREL'IlON AT ANY I'l)IN"f ON UdIL ------ WATER NEnrt►a trr11Tt71e • Inr6ler.ulrlrrr.kew..11a.tlr. 711ERAI4 9--t " 004W*L tta owATIt1N Number Tank Eat.ernal I ItjM":MMDIW. .rMpma•mp.r•mafMr,�.wreymrn ' ,1� ' 14 . in Energy sits, Insulatio Conditioned Floor Arra..... T:41a It Tank Typ• Heater Type Distribution Type @yetem Factor Coal) R+wlue Dna%seewerrsi•wYrrkrbsmpurl.ab•rtrl..rtw k� I 2" l+ailding Type.............. single Family Detached �__ __.,..r.._ _--�_-- pnLlf,trMedrmrrirl.Ow•.WYitr.Mrsrmtemeb _.. ' Construction Type ......... Lew Larva - Sas standard 1 n/a 74.9 R-12 1411.rree,W,wrRlrlWeea,aewlemeasrdrWilebP - -�IIIfI" , Buildlnv Front Orientation. Front Facing 0 deg (N) 1 p1.r6.aPW6Y wW.ebwalYO.ivawWRmOi ^ e .� . Number of Dwelling Units... 1 MATER NFATINB 3�YSTt3• DETAIL 24t?A. IVIT'L Number of stories.......... 2 laeaeesrWrm.n,wrrbswtrparrs.wr..d■arrr I Floor construction Type.... Raised Floor �� @tmwby internal Tai ✓ � ' (jUTf�R R-30 INSULATION Glazing Mcentage......it. 16.4 R of floor arta Recovery . Rated Less Insulation Pilot PW*v whse,emmh"i2a r,amNreladM s Average Glating U-value.... 0.67 Btu/hr-sf-F system Efficiency Input Friction ft volue Light /NKRIpWyywl.wyedrr4�►itWu�trr�ayrrYe 9 Average Glazing SM....... 0.7 .._..-______ �_- -«___.._- w-.� _--..-____-_ _..--_ p (pAlN#I Average Coiling "eight..... 9 ft Large 0.74 mil 0.027 R-n/a O W4a reii.dRrgluwt4r/w.sARlrrWOrlM .��j) llrear/rargibm,Pw,rtew , '-5 I , ATi � ,.. � '. . ' � '/1'GYPBD BUILDIND BtELL INBUATION ' SPECIAL FEATURES AND r100E1.ING ABBUIPTIONS etluwYre•drse � ' ' • � Component frame Cavity Bheathing Total Assembly sit It•as in this %action should be documantod on the plans, 4npt ♦QeYI1rr+1a6arWrd ' ' 1 � : 't 7.5" Type Type R-value R-value A-value U-Yalu• Location/Ceem•nts Tet installed to manufacturer and CEC specifications. and tq cfe•eerear 2x FIRI-MU, ' ' . . . t --- -------- -__- .___-__ -_ _,.-•� ___-__ _--___�.�__.._...-_- tq verified during plan check and field inspection. yes, r_i)MIUSPAN " ' Mall Wood A-123 R-n/a R-17 O.ON front, lefty reek 1Mtararmh,weipawzltedlw,l - �.. ' ^- R-131NSULATION right This building incorporates non-standard Mater Heating system 3-2x 14S'IRINUI:RS . LS• f � .•• „� -• Roof Mood R-30 Ii R-30 0.036 Floc. Mood R-19 Ilii R-19 0.037 erawl space , 0X011 Rvwteyeq...a.wlr.rrrr...ewkaeoeel.+m, 3B"tiYP I)1') ' , FloorEtt Mood R-19 R-n/a R-19 0.048 o/unheated --- Door Mood R-0 R-nh R-0 0.370 woed Proposed furnace& ( 7.! ► I r u int floors Bryant 37dLMM-GJ065o output-311,000 Btuh. SOk AFt:E. 006%-%Gdrw'delrra'e rlra.ka.waeoµetatect«aocw i'YI L"X" ' FEMEBTRATIW 2nd floors Bryant 376CAY-0.10640 output-37,000 Stuh. soy AFM. suweruem4ar !U?u11rsmeel.rxlrrwaMaAe .. - . , •..' �. Maar heaters Rhee, :nyml 75 gallons plle41 rv,iwwalrew 151X5 f4cv�' , ; ; ' ; ' DOTTED LINE INDICATES , Over- t4.sir.r.rrer+.awwrRa.wA &t..r+w-wr+++a TR'USI BLL( ' 2 x 12 . DE 6 ' x 22 IN' OPNG Area U- Interior Exterior hang/ _.._ - ---_------ _.___,....__,..._..--------------------------------_ w.r+..1rw6.rma.me.nw.•e.a � - PROVI. ' Orientation i Value BMOC Shading Shading fine '- -»- lrlrrawdhg,rrwalrwafaeokoWAesAftWMKeamselNeprat , NT ' ------------------- ----- ----- ------ -----------_ _---_----'--_- ------------ __.__�---------•---------- _ ___. __ ______.______ 1tr,pnwrr. eiaairpmbseswi�ararergmrlswLn WD TRIM OS ON RESIST yrr /' � � � /C RR I A Window Front (N) 158.0 0.970 0.700 Standard Standard Me" �w,..ANa sits r `xrmtwe.dsww,. ( 1!S"U.M,TR�tL'' ' (I'A1Nf) �► MT' MESM FOR ATTIC Minded Lett (E) 39.0 0.970 0.700 standard standard Men• _-_ -_______�_-� ----_ -___- __.--____ __ ---------____- -____y 1NWrMWIM�ttrdmiw.re411mdrAnwromea Window Back (B) 217.0 0.8'70 0.700 standard Standard torn. l0,sbgrsigbalM.fPrrw . ..,_.-'. NTi(,,AT10N (( EVERY , Window Right (M) 53.0 - 0.@70 0.700 Standard Standard None 3 SPANS • VE aAperWrwm.rrg.rWY41rlee�e.l - , _ OTHER `i } . 1.. .. - r , .� . . � M Ser_ ^ ..Ser rlr•.r�il,Y��l ��.urir'IY,rP+.r,rwiuir�rllr�wh + E YE 3 RAII,INO [)[ii'AIL - CERTIFICATE OF COWLIANCEe OUIUWtAL r ►apo 3' •t h•j•ct Tit11 .:....... 20690 K6rrin tA.RtM1ai eate..(11V4 31ii@e2j, for b, s , 7 ,S 4 a. •�,a gP�e� . . t .. Obi • CAret vee 0 Fll1rA41KBfM am-PORN s,9►«!R RI Ana 1► waeitt ►nor � " WbM4ibt oeleem . � .. ,• t , �ad t1� eStlaisiltaid. . .;hiR t!ktd+r4 + ttal9.er ', . 4 J► IZ: .; tBerrN-IPL?60 tNewO•rion Tbk iklrpr"Q+fMll.' M->lib6g11' ' M COrPL1A/t0e e'�IlwdMll. ., _ _ lawiideeK t2elbwYMhte�rtOYhawtt6eRprEphttNatwBtrWAM'Hiel�Matlih' •'. ; ABOVE ♦ . ` .. . !. � • .. . .a 9 '.q-• + mel . ' . , 1 This orurit.a of ceenplfance u.t. the building fa6w.w and M►lwwute. WINDOW' `' ' 718", EXtRIORC'�MBN1' specifications needed to comply with little-24, ►arts 1 MI 6 , nt the •. t California Coda of Regulations, and the bmtnistrative regulations to i a'RQVIDE 1`-! -. TYPICAL* ( P MT California frpl~t than. This certificate has beds signed by this Individual with Mwr iia FLASHING -._- overall design responsibility. Mhse is s certificate of libricii to � ' e�t 4 WIWew �yctt� f ,. 1111. ;l fT' ) I;. .. ;� +•` submitted for sing building plan to be buil in.oultipls, orientation%, " �' BEHIND . .. :a:.', nn yep M. y�{tf feature, that fr varied In Indicated in the Special Features Iw 4 r.+iwl�wur a NI(BONR r�efc4RW.N0 �i•,LYL7y� � p��C 1 , �,, any Shading .. t t� PK inrrta+b .e1060" rmludSe.A'IW+«r►+r 1 w :. N t1 ff�tlCff �t �L Nodelin0 Asuuptfons Sect on. q HI PAPER .." • ' i n i i , wlydPrAWpYMM1eM NveMMrdrrMltAndrm -'' ' Y� y� ' i bwas4 IfWKtf.IrAAWMt,ldrflg/WkyrWl, � � ' DElIOMtlt Or Dodi1EMATION AUTHOR rets IMsb ; •., a , - ( •-.i� r - .. I r • .- I .. C 7 2000 1 Name.. Dann foto l .. - ----� ---- Name.. y lent.sir»Maernw«wlwg(rie(►+is�trer+�trw«nmiw..r► ►� Ti' 'LINE INDICAT�':.8, Company. T Square Design Asscc. Company. 0•ston Tek Energy Crmpllanu r ! Address. 290 Chestnut Avenue Address. 616 RaeMAa etre•t, Suits 4 hk hdsdfp*A%%"md4f mea ..,,;- ' , » » s" ----.._- - 1' N �A ROVi b ,x I lid 6PNO j v J Palo Alto G 950U Palo Aito G tM�01' , • Phony... 4041-213-0002 Phone... 6SP-329 SSB i;maYrMMr1►>I►6WnMwuAwwEsiYk!tsiYpozoMdl ' _ t . ,i �..�.__._ License. Ierwemar4ioseiedseaneareyRPi � � - + • , , 1NTER�OR- r Wt•CORR0510N tt�519TEN`I'. - --;- - i 9t�ACR , f ► mei naw re/rt R` I tvl�t`L iNR5 .t�b FbUNC?A bN signed.. c ! 00 a .. ) i , Date 1 04 9 _ t-- ._ tFt•• Yom. kw1rM nit(e,merruewlaewirlarele/rEi r, j 71 . y1 coca _ ._. . EXTERIOR y ` • • EtFORCQIENT AOENCr ._. - ' 4 „ • 1 kdw=bi • . w rtAe.ib.mr"rr� CEMENT PI AS'TSWAND V p 6It scale p i ) A ��+r� p ��a�( 7t H N Name. _ . .. hlti EeEM,Mar NblMlealmAwamerMmelmYllr '' , 1 - 0'11.1./11111 LILA � s '! «. �,' •s + E ADA B YER Agency.. y t�RAt) LDQ lP SCRU SHALL LIR • ,r Drown _`.___`.•__•_-__-__--mew_ . „ .1 'i_.}, S � '• Phone... --= =�w: _ Itr�plH,larewrww �aa+swre .41wdltaytfrmraV4ee P/�N`L'R 1t 3/8pLYWCl - - 1717•A TYPi WNiC13 ALt�bWS w,ra etaar' w rbnow' tam mtsw n n . WINbOW PILL ., J •�r•A r 7' APP TER Signed.. MiMei amu rWe iwerrwrW MWIM wdww ertM e e -ia.i:i' LSU WA TCS QRA1N job pet angrer . . , Or B i ' � 'Pb13XTIx�IgR Lt�tl' Mwawe W11/ertfrm• Nr r•eresalWelMMaf : , , , n . AS aWCCP SCROD f ;4 WIN I'DOW TYPICAL SECTION of Sheets u K sr FbrrteD OR Ro 10"Ct#AA off• 4 . M d T T ' �- 1r17 -1� 1 �-T�� i�s� Ba r2[ rs1r4Tr1 I I i iif »5s� > >� �J1 _T7 2� 1 a ` 15 ,. At w� : §1 REVISIONS BY 1"1171" �.�.�.. _*_ L D t " /� � If�,��. '�—�� . . . - CHANDPLIER -- I ' RECESSED 1.Ig1iTI1JQ t r . 1tiA1;i. M(?UNTED UpiT a Ji . ` COILING Mt�JNTED I,IOtiT I - hawgt ftom dw> Y �� *y t)11'C r r A '.. Is steed fmm a oommo"sones w be, u " P,-,A;�,? `� � t I,--- j f, a 4 ., il /jJ equipped with a b�tap�►_bo**p �'pa p1 a�q�r tda , &'�' r, N1 omit a signal when die btttmW tine Io,Nt Soottpt 310,9:1.3vT,RfjIS'fPRa �' +Rt-... Pluinbin8 to be instilled is saac Winm*M*the 1999 , Q, 'TEL PWONR OUTl.1 T Celifomit Phumldng Code: , 11 ' dI I I ( I � , I 'fV, CA84�TCt. VISiON,OUT1.�•i' a Provide ed no"lim able bt ttow oa a y ,.,,-, MpICE.t " C fOR.. �ryyy�y �{ I f r ri t ,.•dovicxs an hose bibtw U,P.C. Saeid 602.3. "it1 , , �-� (lis fired appliances gataniai3 aglaw�ellAtlC Ct fltme �' >in8 flaamntblo v�pon meY be iallod ctptble of igni0 ' t ;. 7 / 1kl. �, 4. n +► rt+++t in residentiti ganga provided do xRm of Ignition i►t, �`1M=m ' ` least 18 inches atwve the floor kvelk U,MIC• 9eebion t} )rlleiC: to ' . : '� . , "" a �/'!�/1( '11,' 4 I ,,. t i r t 303.1.3. ,.._ .` .- '�l f I i1�� T , i J. .. �, y: — Hearths shag extend at I" 16-inches in fi vat tnd�t • .-" ` I'll I M last 8 inch beyond eici aido'of ilio Rim:' r dpMelerd�ii.w it � "1 r is . - --" opening Soetioa 3102.7.12. �1 �s pn (� s a- 1 ,( �R ,G�1 ; i I 'l---a"I. *_,.. I I r,fit,}f 4 ., - y( s_ r,.,- r 440 J ,. ow . 1^ , �, - , . . / . 11 \ 1, r.f 1 /I f.�'7 r '9 r r. », .. `t. *; �fyt., i -'� 4 , f _ . - '.� t.. I , , r ("w , ) �� 11 � l Inj I I It 11 � I � db 1 . � . I '. - � � I , I , , I I tut . I -- ol 41a . rr I , , . . • � t I w .. _i - i I t,. a - 1 . `� in � a �/��rY� y/r}�j t. I I i I 0 I � . I I I .........llr� R 1# . ,I t I. 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C I 21 m I 31 I 4 I h61 B 1 2 3 4 5 6 7 8 9 10 1tl 12 t3 14. 15 - r/ REVISIONS BY LEGEND CWANI)f"Wilt R,? RECESSED I. quCING WALL. MOUN•I•ED a I+I' CIiII INO MOWED LIaI IT OUTLE f FAN + SWITCtI t „ 1 jJ!AT REGIM elt. t TELIT110NE OUTI,C:T 1'V CABLE 'TOLEVI$10N 01JTLM' SMOKE puEGTOR °i f PIL-20 m . D GO i Y ty 7,Q /00 . ® I 3 71 ail pok 9 � N � a• • M a' ��qq•rY -�' 1 jj�� yy' I. — } , .s i .. 1 r4 , i .r r , •. , r rk � i , yj t �'r ti- w.ni• Y ♦ 1 1 r , a , ' ft ' . ry . � cps : . r. .. ... ,.,r•'., , . 1 r ... .. . ' r. .. ,`Y�.& � v. , .•i :r r.^• ., •;x, ra l. .. g•n :1 tie••'. i , , Y i j t r.. .r •�t .j\ � •fi..�` I . .p ; ..i' i� Si ' i.. �� 4 " :oe �� r r j( t y .a , , s 3 r : t Y ,i�,id 1• $ 19� . ro' � 1 tf } ! ' .tl ; ..' - , , : ., r ... +.- :.,, y,.. .! ' ,: ,:. . , r.P!': •f ` y" 4.)^ ;! '•'L ,2?.Ir. `♦„ '.•.t. ��.lF 1 r ;■ ._ , . a :4�f A:'7 , ;r,? /I�-�� et, _ 'i a 4•' L , ' 3` , • �, it �. '. s .,,.' a4 } 4. 1 ' s ¢,. F t s r. ,'4.'. ' Y , r , t a r' 1 .,'. l` .. , .. 1 , .. 4 :..__.. ,,. `•"t -• r r. .r .. ,rj {.., +"� ..}�r ( r fx.' a t CI. Tr: .J` (i { x t , r :p • . s , ;:. el. ' .• N. `1 ',: t 1 }t '3. i1,• t � a t :,fir. w r " I s, .,Y .., 5 r, 4e :.. ♦ `� 4:1' ^ ) 'M'¢ ,r. ``.� ':w(1 MM A•.711' `L r ., .. r '. ,. ....* .. ,. .,• '..R . ,.; e r er ,. t: .ix. :^+ . y` P t. - , `:4r t5 .4" ; I ^ .. °' .u.' •., µ :).- s ,..• ", , I . ''S i,i , , ��D lLt i� 11'I�I'1 t+�� a ' l „ ii yy r x 4 7 DEC ` 2000 ;. yyap r t t 1, a r i it t ,,. • I , ,!' +�. s��l��rany�.►..rilfr�f.n `.y.•.nr�ri"�W i _ i ' _ �, .s. � ..' '' , .. - , ,.. , , • ,. . . .:. . ' . . .. . . ,p, r„.. ,:"rr•a` �- t'N' $„ ;k . ', ' s� y • , Data4 :3110 „ t C } 9 ale` Drawn 4 , Ilk t Job FF Rid 1 •01 sheets 4 ): e+x” rewne ow■o.wew awnftW. , ~: L n.... .u- . v.,.. ,, +v. :... t ,.,, ' ,.:. ,t .,.., ;:, ' e :w;r. ^ . . . : .m:-x x. ., .<..+k..':MYteLx .raMR:c^f<..y;•..-. ., , , ✓ r . - -. ., . L i 1 r T I i 21 m I 3I I 4 5 FT' M 1 2 3 4 5 6 7 8 9 10 11� 12 13 14, 15 Lkwf vw'w nvmmnw By 9MP Ft WX CAP ._ -r . $Xet.IT6i. 1 -ALL MATERIAL AND WORKMANSHIP SHALL WITH REQUIREMENTS O1P 1 UBC 19g79DITION. COLUMN I��11wt1�OMQM W 41** SIHP.IVB t rnW wR �1' �1� 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS ; VE ,`,_ :.:rr . _-. c. ,!>id"LE - (OIL /ANS► FOR PIPE SLEEVES, CONDUITS ETC. , TO BE EMBEDDED IN CONCRETE BEFORE BEGINNING THE WORK. II ` 11v4Air NM AMs"ff eel3 .UNLE55 OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE, ALL UTAILS •,' �_ __ Gl1. 1 � .r ' • •. • . SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. • -- '� �( • / ! •�'' 1►TO ruriD 4X12 ltApi�R, / �. 4.ALL DRAWING CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE ,r,b�•r� p � CON'f !l�AC� �• PROCEEDING THE WORK. • • -w INV - N� yk . � r ' 'I" •'TrM1 EIID!JF 61►..�IIT' � .,» .,t , . . 5.PROVIDE SPECIAL INSPECTION ITEMS AS REQUIRED BY UBC AND LOCAL CODE AUTHORITY. OW. EFE, tltl+ib t �' Nx '7tUt?51•I(."GtC• _� 6.SHOP DETAILS WITH ERECTION AND PLACING DIAGRAMS SHALL BE SUBMITTED TO AND APPROVED BY THE "T CAP kWd. b mio N kv4swvp so ar o ARCHITECT BEFORE FABRICATION. �L y►iowNaN 'Mo1o+Ayt'f � �' AO'Ak'rf'R • IV►M 1hI,IAM » . 7.SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR ° CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF THE PERSONS AND PROPERTY, AND FOR ALL NECESSARY ° INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. HE ARCHITECT'S OR ENGINEER' S JOB SITE TO COLUMN �L, 4 BOOP pLYN10I0L) t 14.IN� ;RAFTER EXTERIOR WALL llmrr. 10OLCI; JOINT IM (j) REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY1OF THE CONTRACTOR'S SAFETY MEASURES. CONNECTION 16 11 6 ca�uctnar� ON V ; M = Tyr , • o 8.FOUNDATION: ' A. FOUNDATION DESIGN IS BASED ON THE SOIL REPORT PREPARED BY: FRAWK lEF< 4 �` 4, A. •� B. ALLOWABLE SOIL BEARING CAPACITY FOR DEAD PLUS LIVE LOAD: f,1500 !'sF 49 S ,.; C. NATURAL SOIL OR COMPACTED FILL ON WHICH FOOTING, PIERS, ETC: SHALL BE APPROVED BY EUGE IJ�UI. p,R. 0,1p ;r THE SOIL ENGINEER. THE SOIL ENGER. SHALL CONTINUOUSLY INSPECT EXCAVATION, AND LAILl:GGf: J015T HAWAER TVI? NUT" SEE oww `', BACKFILLING OF THE SOIL. SEL "1tl�R wu 9AWLE ' kALL taSDXlE 2X5L.1. it. 14/ X16 , 9.CONCRETE: A5 CAlED CN 16�d e4"O•C. A. CONCRETE SHALL BE HARDROCK CONCRETE AND SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH SDWO bLK, ottoo FIbT fI.n fti'W11NG •r{ry�„ :+ AS FOLLOWS: PIANtootow0KNINd E.N. .oM•tT 1'Ea• W6Mt, { 00.1 2500 PSI FOR SLAB ON GRADE AND GRADE BEAM. Eot.TqU4 . 1A.TYP. ••h lO.REINFORCING STEEL: _ ,,� ... •.•, JOINT ' •trO�•! •�I�..,� �..::�.'' b+�....:��' °',• .`' A. ALL REINFORCING BARS SHALL CONFORM WITH THE STANDARD SPECIFICATION FOR DEFORMED AND PLAIN / 'p'' • • p •• ' •• • •: �'' BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM DESIGNATION A615 GRADE 60 FOR 05 OR �t '"• • �• • •.Goa. . :'O•, . ' a o• .,• ;. LARGER, GRADE 40 FOR Ito AND SMALLER. ti PLEA IF ` • . '11,x'-.J • B. WIRE MESH SHALL CONFORM WITH ASTM A185- I �� 3p,P A3r� C. ALL WELDING OF REINFORCING STEEL SHALL CONFORM WITH AWS D1. 40 "STRUCTURAL WELDING CODE -- , E.N. REINFORCING STEEL, METAL INSERT6 AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. " �'�`'a; ` ° 5EE MULE N0� D. ALL DETAILING SHALL CONFORM WITH "ACI DETAILING MANUAL --1980" UNLESS OTHERWISE NOTED. li t fMIN•EMibED E HEADEQ DBL.Z>L,►v/ E. ALL LAPS AND SPLICES SHALL BE .MAINTAINED 48 BAR DIA. (2' -0" MIN. ) INCLUDING DOWEL EXTENSIONS -55Tb Ib ` 12" 16d G 4'•OC',STAG�h' 4 '+ AND EMBEDMENTS, UNLESS OTHERWISE NOTED. *W 2S 1(e24" DBL. J015T F1�GH 51DE �t F. ALL REINFORCING STEEL, BOLTS, ANCHORS, SLEEVES, ETC. , SHALL BE SECURELY ANCHORED IN PLACE `'' A Z{ OF GNING BEFORE CONCRETE IS PLACED. ALL CONSTRUCTION JOINTS SHALL BE CLEARED. rM. 54AX WALL . HD HOL DOWN TYP• ROOF OPENING MM'GI FLOOR J015T @ EXTERIOR WALL 'iY1° CoNoTKUG11ON 04 G. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE BEFORE PLACING CONCRETE SO THAT HE MAY INSPECT' '?HE 1 T .JOIST FERPENDICULARZ TO WALL coNutc •�� t a REINFORCING STEEL. 11 . ETRUCTURAL STEEL AND MISCELLANEOUS IRON: + A. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" EIGATH EDITION. 5EE F AWL • ': tl.oN �bv1`T b Woor; n n do B. ALL WELDING SHALL CONFORM WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE AWS. ALL BUTT g}(� k6LL �NFORW.TION I'T'b/MUD MIMA 1FIIW rt1C, •v N bW.L. G v ' SHALL BE FULL PENETRATION WELDS AND SHALL CONFORM WITH AWS QUALIFICATION PROCEDURE SHEATNINGI � EN �� C14- WELDS '• TEST FOR COMPLETE PENETRATION BUTT WELDS. 4�•0" 4'-0' r '� • rtlt. nil W �� C. ALL STRUCTURAL STEEL AND MISCELLANEOUS A3 6WAR WLL' E'E N. MIN. 0�'e• �y� �P U IRON SHALL CONFORM WITH ASTM 6 MI LAP LAP S D. ALL UNFINISHED BOLTS AND ANCHOR BOLTS SHALL CONFORM WITH ASTM A-307. ALL HIGH STRENGTH 60 Lf 0 P3wwmIil� 5cjjExu 6dm DONT N TOP (�, �s�93H I01O.C. BOLTS SHALL CONFORM WITH ASTM A325 . ' : . E. PAINT STEEL (EXCEPT PORTIONS TO BE ENCASED IN CONCRETE) OF D LEAD ORE UAL. CRE E) WITH ONE COAT RE Q • . • • •FOR STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED. . a F. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL OF THE ENGINEER BEFORE �'�,� I I Ili 1 '44r ABRICATING ANY WORK, 10•Ibd 5?�EfzED Z 12 . CARPENTRY NOTES: (MIN•EA•LaP) SIMP, d35 3 o x' A. ALL SAWN LUMBER FOR FRAMING MEMBERS SHALL BE DOUGLAS FIR AS- FOLLOWS: � :� , t JOINT IN EST W PLATE � 5tlIIA 5 EN ENR4 RAFTER: DF 02 FLOOR JOIST: DF 111 ' BEAMS/ COLUMNS: DF fi OW PAY r STUDS: DF 4�2, „r„�Pwr� ra md.r�K ttaevE iK MI►•i. W. Nd. 1►wuru0 B. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR BETTER, OR REDWOOD FOUNDATION GRADE. ''pD ALL ITEMS EXPOSED TO WEATHER SHALL BE STAINED OR TREATED PER SPECIFICATION. � 10 �A C . ALL PLYWOOD SHALL BE IN THICKNESS NOTED OR SHOWN ON DRAWING. EARWALL. METAL 5TIFAP 18 Typ TOP ELATE SPLICE 13 FLS .10I5T8IhlTEfZIoRz Wa,Li., I'It°L` I°R�I°E)�1?IGUI,�Kto 1••IgI.L I'T'6a 3 BOLTED JOINTS SHALL HAVE SQUARE PLATE WASHERS UNDER HEAD AND NUT, WHERE BEARING IS AGAINST HOLDG�WN � FOUNDATION S WOOD, AS FOLLOWS: BOLT DIA. SQUARE STEEL PLATE WASHERS .JOIST ` FAFALLEL TO WALL 1/2" DIA. 2" X 2" X 1/4" 5/8" DIA. 2 1/2" X 2 1/2" X 1/4" 3/4" DIA. 3" X 3" X 5/16" MALLEABLE IRON WASHERS MAY BE USED IN LIEU OF SQUARE PLATE WASHWES . BOLT HOLES IN WOOD SHALL 12m. 2XTGPFL ��.�� BE 1/32" OVERSIZED FOR 1/2" DIA. AND 5/8" DIA. BOLTS, AND MAX. 1/16" OVERSIZED FOR 3/4" DIA. 6WAK WALL51FAININ61 BOLTS. WALL 5 SNEAK Ma1L Z0 LL� W DEC 7 2000 j' !' D. ALL PIECES OF WOOD PLATES, STUDS OR LEDGERS TO BE BOLTED TO CONCRETE SHALL HAVE MINIMUM OF EgAEhEMBEP SCWEDULE,TIF W d B4 O.C. L. TWO BOLTS , WITH A BOLT WITHIN 9" OF EACH END (BUT NOT LESS THAN 6" ) . ►- > 51�1%m WLL • E. FOR SCHEDULE OF MINIMUM NAILING, SEE TABLE N0.23-II•b'! UBC 1947 EDITION. dt , `-�-5 ' ; kN E•N• � , \ � . - .1 F. METAL ANCHORS, . HANGERS, STRAPS AND OTHER HARDWARES BY SIMPSON COMPANY OR APPROVED EQUAL HOLMN - SHALL BE USED. ' gG; FLAN � �,� A�uc INSTALL THESE ITEMS IN ACCORDANCE WITH THE MANUFACTURER' S SPECIFICATION. emeLC1ATIDN a e, MLL, 13 .GLU-LAM BEAMS : EIW OF HM. ZXt6(- I' ' V4 A. ALL BEAMS AND OTHER MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC iSTANDARDiNGI SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBERS (AITC 203 ) AND U.S. COMMERCIAL 50(IpgLK I WADER OM E I • g ' s :• STANDARD CS 253-63 FOR STRUCTURAL GLUED LAMINATED TIMBER. AITC CERTIFICATES SHALL BE _ pL/W FORST •. •, ` �� W L FURNISHED TO THE ARCHITECT AND CITY FOR ALL MEMBERS. WPEIWC AP qR � J B. USE 2" NOMINAL LUMBER TRADE COMBINATION OF 24F-V8 , DF/DF. SLOPE IN GRAIN IN TOP AND BOTTOM •� (bdd112"O.C. RK IF >4'•O 1.N. r '� 10% OF LAMINATIONS SHALL NOT EXCEED 1 : 14 . •I' ( FMTaE PLM A35 ' ' FM 51HP. NOIXca&vA1VN C. MOISTURE CONTENT OF LUMBER SHALL NOT BE LESS THAN 7% OR GREATER THAN 12%. NOIR WN.9E>: F3aW .� D. ALL GLUING SHALL BE DONE IN THE SHOP BY QUALIFIED PERSONNEL AND CONFORM WITH ALL REQUIREMENTS FDR.113 4was4 M ' : '� eSE6apuLt MIN 1111 rpm 604 �a r SET OUT IN CS 253 (SEE A. ABOVE) . E . SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. �� WALL CE 1YP, F. USE EXTERIOR GLUE UNLESS OTHERWISE SPECIFIED. "r(F? r,�- .�F�,RW _ HD METAL TVP• HEADER SUPPORT FL-GYJR ,.1015T @ INTT=RIOR k1ALL Z , G. USE INDUSTRIAL APPEARANCE GRADE, UNLESS OTHERWISE NOTED. 19 ---- 14 .9 MIPS P^RALLEL TO WALL„ FT'G 4' la . DESIGN LOAD: STRAP ND DETWEEN FLa7R� J06T PERPENDICULAR, TO L A. - VERTICAL LOAD: ROOF LIVE LOAD: 16 PSF U FLOOR LIVE LOAD: 40 PSF Z ON B. LATERAL LOAD: 62 - --�--'�-t�--- ��owy on ®FOR, Amt. � Z INF0 .HA*n0N rY,c'TINb ItEstN1! �•- WIND: P- Ca C¢ g", I , Co= y ti.72 �'6t1.3, -�titr12.6, I= II I I _ II I II II I T- I _J 4 _ I Eta �N +'7 0 t�•0o.c. • vw = Z.5 car _ x= 1 L�� N �1 SEISMIC: V W _ o,16W , Z-0,4.., 6D, NA 1, 27, 6A'0,4494 . EZ 5,S V* 9NLINA 15 .ABBREVIATION: IIII ' 0 RIM JOI�Ji A. B. ANCHOR BOLT B.N. BOUNDARY NAILING, CTSK COUNTERSUNK, i'I ��hl NT IV ECENT1rW p DWLS DOWELS , E. E. EACH END, E. F. EACH FACE, �;) �. 01,1 e�TUPS E. N . EDGE NAILING , E. S. EACH SIDE, E.W. EACH WAY, F. F. L. FINISH FLOOR LINE, F.G. FINISH GRADE, HDR. HEADER, HGR. HANGER, J . H. JOIST HANGER, M.B. MACHINE BOLT, UR N PLACE SPA. SPACING P. I . P. PO I , 0. C. ON CENTER, COIAdR�( NWLINfa la S. A. D. SEE -ARCHITECTURAL DRAWING, T.O. F. TOP OF FOOTING, ' FN'S `EN t T . O.W. TOP OF WALL , U . O. N. UNLESS OTHERWISE NOTED, W.W. F. WELDED WIRE FABRIC. 11� �tl �, w�aloe. I! IN. 8•0'O.G��4 , �� °Q VOL75 •f� NOTCWNGI OF 5TUD5 V AY ONLY i tcau NONE. Ir orT , •NO WREel`OR WTC4AJ01 N OTO. Wvs4oR ays . oiuwN G• j' :La PEFTH CLEAR S '. IYDIN►! 'b rNtcH 'Tito Xot © IY1T6:5EE 94t&NC FJWl SCKD. FtO2 NWL4�17i gPAGNd , d •D� DEPTN OF JgST GRAM W. WINIO A d WmPTN OF 5TUP l% rZ TYP SHEAR WALL DETAIL _.* A SWAPLE NOTCHES MLLED FLOS "T' �'• EXTEZIOR. KIALL :�.c1 crrr.) s�-d c'tYa a HOLES I • WOOD J9 5T >; STUDS i 5 JOf T PARALLEL.. TO WALL �Tcr°pua ro�0Y1Nd' S s- 1 to ( � �I 1 21 I T 1 '31 r T� 41 I 5 I�61 J 1 2 3 4 5 T 61 71 -i 101 T111 12 I13 14 15 REVISIONS BY n= lit SHEAR WALL SCHEDULE owrri ✓""'� o r, �o o d M)lvul do '' ,i&;r3''v�1t, w4 �t11101J41'K PW04 IM WKM Q[1t ft;') MARK AO ($) O Q A b)- Ip►1/!� iU( V wro rA�st. F1N.H.30Ld SHEATHING O 3/8 "ply . wd 3/8"ply . wd 3/b"ply . wd 3/8"ply . wd . ` � V G lb o,C . Ek SP , STUD WALL EDGE NAL IS O ed@6 "o . c . ed@4 "o . c . ed@3"o . c . 8d@2 "o . c . -"- •--"--- " —" '-" I, , � I � FIELD NAILS 8d@121'o . c . ed@12"o . c . 8d@12"oc . ed@121'o . c . I I fid"rLY. WD T M 48/2 4 , A l!IL 24 J106T FRAMING SIMP . A35 SIMP . A36 SIMP . A36 SIMP . A3 � R CLIPS 0 @24"o . c . @16"o , c . @12"o . C . @e"o . c , 5 ! W�IU (o"D•CG 5UPPXMDSPAF-5 I I --root i @16 "o . c . JoAe 10,1d c. Fl"q . T� I � ` -- floor �� Os �T .+ _._-._ un, moi Poor 10I I ON Am o '4 SILL PLATE 16d@4 "o . c . 16d@4 "o , c . ( 2 ) -rows ( 2 )-rows 3 a HF- 932 us+a ''`"'�`` I I 0 NAILS ® 16d@6 "o . c . 16d@4 "o , c . TYP /' �Y SEt: l Stagg . Stagg . f '`-- - (f G6 �, /�i 4 SILL PLATE O lx P . T . PL 2x P . T . PL 2x P . T.PL 3x P . T . PL • �/% \\ �: . C'r , / \ "i"' 5� �j O � r?S r „• ANCHOR 5/8 " ,¢ A , B . 5/8" ¢ A. B. 5/8" ipA B 5/8 " 46A B . — _ _ - - . _ — �-- -, __,.. _ _ ►�.� Hhil-mrN .p • X46 0 . c . @32 "o . c , @I6 "o . c . @12 110 . C . Q :ate[ 2;( (D 6LK r _ _ i O w S FLOOR OR Go. B . N . B. N . B . N . B. N . Ix/ 6 --- �_ '� 9(0 .)OLS'( ROOF NAILS SEE DET . SEE DET. SEE DET . SEE DET f b H,dIRD Y �NJ i+ Ft F g l j3 JI.Fl.'L Ir pu ` REMARKS * ' \ �" (Laming at adjoining panel edges shall DET( _, FlNFL tOr•bY) • be 3-inch nominal or wider and nails shall be staggered.' � ?�� ' � (1) V5E 2",c ex 3/10V it. W�SHEK ,� O)FO z DOUBLE �flaM WALL , Alt. F1 (96 CLIP5 ) t _ .6iu pwrF- R4is S amam BoLCS SNOUL� '{�I �.� C- �: r' , I i " 4,G6 s MIM � PO KZ-D. ® ' NP. 05F oTE9 �) a; ---SIhF.f�N � 1. U.&K ALL PL'f WOW l;1;CtE 5. T•(p, s �,�! TYP E Q i E Q i � ��T F3oTN sly S 2.5E(: PIAN HOLD-I�WN ylz a I.CIIATIOPI. I +' 3 � . _ 1 _ 4 i-b t'ArT. 1 . !' unC s0oo StAErS ICP KA (t31 'MIA1. pit hFglg lit , + I .` co g W € + d j T L1" I I 04 n 7 J 2 (' ( �, • 1 I Z W , / � / / x � I �t r •�>< SITE :k. l► I I � L R N AI 1 I � � r7 4"x 'x ' I<t 16041"�c. 7 , " 4Xb t s/es t r I= woo qX HOLD- DOWN 5GHENL,E I I ` —� ii VL �RNF91L K N F9 s I ExiS1• 1s ruin w Ia�a D tWM \10O 91MP. Mi(IBgt�ss(S W/Z-2XSND NIK . i ; ._ _. l ___:._ _ nut bavr L , . . oar[ • 51M1°. 55Tt3 ig w •N4- I - ,�� ,v= - " - - pl I 1 l Of,, ttnBA 6n* w/4X 6 MI►S, I� � ' � I� � +6 � � , li � I �' '' -T 1�MF91 � �►c SIHi? NDI4b, 1'�Ae• w 6X 6 N ! _ - ` 5• 1YP r� ,ro ! j I)AM 1r sacra • Vis•ac -}- SIHP. C516 x4$'-- w�2•zxSTUy h�N I \. j i ( i �� I / ''�� I I 7 frRNW3� . I I5)A35 44xTaim R 4K 11,119. [�] 51 hP. MST 60 w/sTi�(JIY�(•W,6�• ; (B -, ^ ( l I �� '' �-�y$ 7� I I 1 wnNu+ ire. .t 2=sans4 > . I �'� T "� al+Fgs2 fttL "F "78 +; I li. d�JNG• S MA LS W� 3 Q j8 �,W l -� I �+ sWOR rca t 4 12'P ItJ X ` �I -- r� `fYt' L d I \ _ e rA 09 WK ___ — .__ __... .. _ ._.____ --- -� =-----�---- ---i�,.•.- DEC 7 .. 2000 �� • •CYP L� ' EIFt'H1T 'f�iD eWl 4B�iIll TOWN.. — dY1lEL NE7�"i$ �Y— (�� ,�` Q2. FOR(tOL N t;i�ES NO't SOWN USE 2 2X 81 UDS t �D UN D,4`fi'I DI 1 ' L el __-. _ _ _.__...._ ' ATE NOTE, Y¢I► 1 ►► aftg/00 T y ' �� SCALE 11m l �n Prior to the contractor requesting a foundation inspection, the soil engineer shall advise ; S the Building Official in writing that: i ' DRAWN g a) the building excavation and building pad was ptepated in accordt+nce with + i, i 6'449AAL 46tiend STANDARD DEN1.8 bn • s the soil report; 1 9 1`abt,teMnS(T, J )and tSonstntt t,tohiti(O .f}sae htiten Iahpeilbl0 et eatWWI 006n.± roe 0022, 1 f SO So11 Roport for 1lotuor" �I j b) the foundation forming and grading comply with the soil report Ind 4 �rD fd 1 Shear WVtl,eee dHEAit�IrN l BCHEDUt.B,' SHEET . approved plans; OP p'8 for o�totootinyt or grWa deems. �. 'W! Oita iile'S sort • 8. All txtet'tcx Wena use+x o.a, TYP, l).NA: c) drainage system in accordance with the soil report, t, AN MI6ri0t Walls use 2x Q► "a.'t,TV. U.N.O. S 2 OF SHEETS ]TOCko11AFTINo FORM No 10+ SI I rF7 T, T 1 r I -� r31 7 t I 41 �7 �I I ,�61 B F 1 2 3 A 5 j 61-- 71 r(31 91 F_ rl t� 121 133 14, 151 REVISIONS BY NIGH RDOG ' 'I 00w6w WAIL rLY, WD, "rt dd , pGYl -41%4, FLUE .•SILL WIL f C It "WROMP M015 A I i w/Ia G 6110' , �,N. � 'k�k�uLE C• FLEW, T`It' a.u, _-__- 1 F �' n(� A`EI, �I, ID (4QH,�� ) ? •�OLID0r1C o 4d R J K. r 2vp FL. f 2ND ✓ - C4,0- NARb'( "EL }iF4t8 A. lyr. Na�dY FADE . HF g o o. Ts4 K6 x ,(6 , ! - iTS 6 x b f - .. �, .-. �, t� a « 4 LO ...I i ` 0 « a 0 INS X 1-I i a 1 j 0 Its i k x TIP. 1'j'( _.,, wn • rrt } — r ..2 !_ ..�{" � \ { i x v. nx (� �.i 1 . - V k MJ .� 1 TW _ I RAME — 2 RAME — L { NOTE t iOATPCW . iPNOULP VMIFY ALL PiMWl9F1S i � � _.._ _ III 1 \zi I i i FP _ ' I FAFrdk L1 / { I 1 I I trI w SSG w� 'ei-It ! i t { i i j t 1 i � i I } i i ti I PET E05 J4-J 1I I DET -r ! I t -�� i ► = - -_T x"Iz 14 �? '7tT - i 5(C1P. s16224 Uml EK I I I I• � � i I l it I 1L HOC 612 TIF VN, ! ! ' '� I { i `. ; _i- 1� r 8 I I ,SDR $ �Y � � � I Ii � I I II ''-' I I -VOL ft vua,5 oR ' w�c�rsif+P• sst838 i E-I ! ! } s69 �-� rrP C y3/ VV FF / If Yo G llt usa�aJ w/(r) 'SBf �5T8s8 foR.ft��•?. � I " I i; I $4 �; I I _ j I ► N 1� 2 ! I I (7E.T , G DET. d �, _ ._.-rt--- j h2 ' �I Tadlo�'?�F •c. R�► , ri � � � at 'mE p iB3 s 2x2GI PP104, CI 2 � i1 I;' <-3 SMp,NUG Y itPlY +- a WD. ANVE I ._ + +_ � , •"., , � , , i �.l��ao, ' ,j '; ! + ,� ,PLY ►�. B�Wr , I i y' 1 I ++ pY NAL !HPq''i6 17 4x6 _ hL DEC 7EL EV za�o - ,f , R 2 �LaaC LaWEza0 - fiINGL�N _ FLOORy v . y r.'. 4 a , . 7 TE 6 A D , I M 1. Sao i)Y 2. � Deno eGENERAL ear WalNOTES e a SHEAR WALL SCHEDULSTANDARD DETAILS on S EL SCALE 3. AN Cambers are measured from a sttrasight be drawn through supports, Cambers ere up, TYP. U.N.O. PET 4. No p shall be les then 24' in Rs least dimenskxa, DRAWN 8. An fie11i at plywood Sheathing shall be Common Naha or equal `� G 8 --- 6. FO timber oonnOdtions riot shown on the drawings,appkmble details shown on Simpson Company J08 (> Q Q 2 catalog shell be used, SHEET 7, Use Simpson PC for Post to Beam, or Beam to Post connections,see Detail t81S- 1,TYP, U.N. 0. Use Simpson HUTF hangers for Beam to Beam connections, TYP. U.N.O. 8. More partition well is parallel to joists, use double joists under partition wall. So*3 . 0 Where Partition wall Is perpendicular to joists, use solid blocking under partition wall. ' fin OF SHEETS STOCKORAFTINO FORM NO. 10131 r T-r T�� T ra l r l �- i T 1 r31 i T '-I 41 T' 51 `761 M � ��- i-..-1 i-1 r —` i - ) i -T I �- i 11 2� � 1 2 31 41 51 61 71 81 91 10� til 12 1 13 14, 15 REVISIONS BY ylnP,d,s5 pLQN �" ,J uuIF.0144 i - IRK _ -- 4x 5HADF,p ARCA mom1 4x CALIF, FKM'q. T(rPJ• , bIMP UIHdR a WA gt;11bI1►D 6S6 PIMMUNA LINE (000.C.G SUMOKM aAEZ. ' 9A 12"P,C. FlkWo lYP y, I • • 0 i + N � 4 0 - i , r , J 2-RDW:rp. 5_ 5 I 0PA TT 2•2x10 ' 101 _. FTFI2R4vCF'OC ( i I ' � �'c.5� � 4. o 7 lyp 40 k ,� e 0 K ' _ _ ,__. __.__ _ ____ _. - -- . i�� e Ids�►r, 5 ''') �' ,, it 6 n .-i -$PUS ckit4r _ I , SIHR IG I ff I ' � �''"� ► �, ' "� y r 44 V /� t 496 . F� _ �;---•� * I A1I111 . A 63 i 7 MIS TIP � � -4 « .l: QHEDULE .. DEC 7 2000 2X4#2&iO1.0'.. 0 It. ?{gyp .` i� _._.._•_.-------_'-" � �. • - - �7 «rfQl {0 .«' 2' 1 DATE i Y fit,,` ' E } 4► SCALE I� (!0I) .{ �� .t'j Vtct AL NO god STANC A il)DOW Ott t3. 1.�"� . � DRAWN A Z< ANC para'are A��pt+Uted from Iw itipipht tt�11►�fhrou�h auppoite, Cambers oro up,TYP. U.N.O. `') dh bd,Irl thsh If IN Itd`i�st et O", we Z . tle ai pyt�l:lheathtnp'"be c►arimon Nand or equald. POZZ F�#I*r con lloni k shown on tht ftY ftk eppMci*details shown on Simpson Company SHER t ' '`cateloS,bhaQ be used,. OF SHEETS -. STOCK0411AFTINO"M NO.101.44 , i �F�.^,ak°'� .. - . ,.-. .;y ", - . ,,._«.—. a h{�';�"•'}"` .yE` i`1 .,, 'ql��.'{ # '. L 1 21 I f 31 -r7-TT 4 5 ��6� 1 2 3 4 5I g� 71 7 . g� 101 ttI 12 +13 14 15 0 < • « 0 41 3 I « u` � q5 ►P oti ' r tig1 tig1 yqb tido tigb O W r +--------------- FLOW LINE r w O « b A o Nr KIRWIN LANE � � • • • • °�' pp 1 \\ 10 tiq `�� ti4°' 197.74 q1h 1tip `� bbq y+° _d 84� LJ -+0----y- - - - --mss+°-- -� - - - --'•�=-- - - 0 00 ss / 10TALL NEW VZIVl:WQY {4PP m4•t !� ~o m ' rK IT'D DETAIL 1- '2oa01 co CY) Qn yh /, tai °� o �a ! Y O Q N FLOW LINE (,� �� a b F-+ "^ra��r=r+��+r�rra�r�ararsaraaaaasasatFass_�:ssrss - = O TOP OF CURB %` ®-- � 'ttq, 1� F-- J i L b�'!r!y * C w M W JPTS 9p i ul Q h m Q yq1' = IL ao LLL , . U O E O .�� :4. 75.00 .. .�� O F-1 N Q �1 J (E)CLNOUT (E)AI: DRIVEWAY 1 `� I 1- 2 ' *2 0 ' P . U . E . SCALE iINCH = 10 FEET Tog K�"oV� ; ``\oN III CONTOUR INTERVAL = 1 FOOT I , l `SOA a zU- 4, III 4I- N ti �q16° BASIS OF BEARINGS; THE BASIS OF BEARINGS IS TAKEN FROM TRACT MAP OF � I TRACT NO 717 RECORDED IN BOOK 30 OF MAPS AT PAGE b% i 4 �� ! + 48. THE BEARING BEING NOTED AS S89'54 '30'W, f ' GARAGE i 298.25 FEET BETWEEN FOUND STREET MONUMENTS ON CA , I KIRWIN LANE. ' I a . 6 pbD 147.6 �� 17 \ ----- --------- --- TR,10BE �----- ---- -�---------------- ' ' - ---- r6NOVAD(E) I , t � TR 10 BE I BENCH MARK: ~ � _ J \ �OVjA , RFMOrED(E) I ASSUMED DATUM AT NORTH RIM OF MONUMENT BOX AT Q THE INTERSECTION OF KIRWIN LANE AND LONNA LANE. W O II i i I ELEVATION = 200.00 FEET 0 z Ln '- --- ---; \\\ I U-1 < °) w i \ fj\0 a a ` 1 ' (B) EXISTING RESIDENCE108EKWOVED \ I U z U 0 (E)FF = 199.54 FEET \ sl t Q F--i 2/90' \ �I m O LEGEND ---- - � SIN, r— L. 200. DD � \\ I o �- ►—, z C31 TR6 Op I f Irl t�• y0 ��PROPERTY LINE TJ o 0 LOT 50 �' \ I to LOT 48 - - CENTERLINE i-- i ---------------'-------------------- -m , 6P J Im — — -- -- --—FENCE LINE W O •----------- EXISTING STRUCTUREMPAVING o- 0 W o - _ - EASEMENT LINE O —CONTOUR LINE Cr� N U 1 I 8 L i s --- TRIO I I Ila TR6 _.I 1b C0n ,q°• ``fit''\Q� �a��0.�� '�/ / I • % II SOIL WINEE2 : �Wk LEE I h F 198 61 UR4yq°�ti TRS pq I tig11 .2 P �� • DIT E WPO 1C °bb + tiq°. ' Q4 �r - 198.49 / II �Q a Ca ® / WPRBC ( ya►tw...I• II m ; II CRAB ING-1 NOTE `J = p (c, I 1 Civil EngIA4W or$011i Bngirleer to nWiew all grading snd aribmk a }Irisl roport to the CHy prior to 6ocupancy. DEG 7 2000 Q jWALI1 1 2. Compairo110n reports End pact etevallon eerUAra llon are required on sN building pad work. I APLEI2 N 3. Contact Pubtin Works, 7714364, for drainage and Abd grode Impaction. , • 'f3 v bq ti° CLUMP 0 In WAL19 °q p► >,'.., y. II q°• °• h q� , q° 4. %o actor Is responsible for dust control and Insuring the area a4scont to the work is kA in a clean condklon, S. The Contr otos shall review standard ditall 64 on tree proleodon prior to accompilshing any work or torm lnq any trees. DATE: 10/2?/00 g �5 Ag'54 30-w 75.00 6.All grsdlnd shell be done In accordance with the Sola Ripon propilred by DOW file no. !o 8b S I 7:AlhOtorm sins Installation With sloped lose than 2% $hall be dortitiocl by theChM knglneer, . . JOB r : o o 2 2 c- 8, 8,Ah m4its +sanitary sewer Nees and laterals shah be luted 10 building departments approval prior to installation. 8, Ulillze Beit Managonlent Praetles i (8MP`s), as required by the Mote Vt&W Resources Control Board,for ANY soUvity which disturbs soil. SALE ' I = I C) 10, A work schedule of gradin.; and Erosion & Sediment Control Plan shall be provided to the City engineer by August 151 NO grading to be *ormd betwNn Octobw 1'to April 15 11. All(OOf drains and or down spoule IRhoil be drainsd sheet flow 2% away front the.buldkV and collected by drainage Inlet connected to public 5116E i1"av�Nl araiK•�tliy. • CM61 G r 2 BEETS i I I l- I 21 m I 31 I 41 51 I i7Bl B [ 1 2 3 4 5 6 7 8 9 10 111 12 13 14, 15 1 "Mims By IP 'iTXtd 1614" - U�►E SIMI! HRC. " rLY WD. SIMS°. *TIxAP led @ 6110•C., CONT. HIP a% 161- 1' 0%, Iq -q' 40M !'LAN TM15 IGOw U f oIMF NW. SLOPED R IREWED, -vV �t.YW00D x ' OFF591• 70P FLA10A, SA9VLE Hilt . IM? STP,P a � PrAN I Ju 11 I IP X ; n simr •E .� NIP .. NWa, 4f,►! - 2xsoUp UK ' C•N. C.N. . _ 4�4.I6A CA 4101. -4��TLI,P WALL ;f 11A1�A41.- d�!o'o,c , T$z2 . . " " ��Q S boUI�AY MEMdCR 0000_ _ 1 + JmO . . •, • • » IN 3T b0094WIY MEHBER �NEt VIA , Qs11 IFS �INa \V-.64W. • . wg • 0t60MTtNucxn eCE1L1M +' Abn GIMP, GSIbx48"FA ENO LW(1 ,1GISU om O�GLA5 ApoVHP,GS4x0*,-BND RI►�t'ER 4L4P lI V" K*1I O STEP N i�G (j o, i 1 — WftE "LOS �1E5IzE /V�iA$OVE 51iftV4 -.14 JOLL _. 01 • �+ r � Y sEE 6 . FoR MM 114100, ft twa two 1 I 5 i 4 I ra- I r. q • I • /Ire TtAFTER .N. Post L !' r •c ovElt I+�EIt �101'UI Cht. /- Qrc%worTup C� W 11Qd IMP• IMr.h7R�P ;; TO /„ a6 hMOWN ON � E t 51MF. 5TKAf i ru�N 1+114.rL• t o ILL K, fto 04HPULE i bN. EN. aN. W pp �caUK � � ri N. �L I MR 14-6T 45 �: 'S1fiP EGC oREPG . BM SEE i'IA►N _. '-\ \ � :. ��NEEA FL. JOIST o 041 s do { (SEAM Otz NDtZ � SNE" Wo +Ti WAU. *vsl yo i C14 A t7E1 e51M. IMF. UHMC SAM, 00 MAN � t7Ef. 4 ¢ sz ° � o T �tlow�ruN HbR �F.AM, 6M FLAN 10 6 2 a . 1. i . � vet _ _ Fog. . .�fMr. ASA• UFO. No SN !�� 9GNE�t1l.0 INFO. N SHOWN 0" I� +�.� Ott bAN . r Is �.N. " we buis0" POST *A1,ANT 10IIJ, l�L. IIN. ��. -F1H..�1., E,N, *; l��'MIN'S 2QIVs W Y jo Monsoon • 1� 6GN't, 'for dpt1. \ l a� W7;r.>4�10 id a�. �o i o ? a" MIN $rl.lo� v �1i�t.It . z flN.lLL: lag ° f ? _ W/(4). 16 d +fit; Olili ftAft "�T y 3- � E.W. — ' — — z .fY • V•.. �}�• Si e @E.L. a I -.4• CONC' 5 Z fit• "• � _{ ��_ rL�►ty N � � o � f LOV 3E E lA N tx� _ W r1J j MGM L. ® ' La I fo.c.---� �--� �r4c�oN•r. for � fit. �9 � Z I� a„ ar I�OK SIe6 VCT, _ hoK L1 - - - 00 9pLIGE (A• 164 51 w ® I1.� SNFj�THINU W �" )f . . . �. ,xDlk POP INFD, NOT IIOWN INK NtT .*WAN IWIKO• NOT *OWN YYp. Trp �•touR "zi9s c4>� Iia . � AL , • o h �1 I ' PIN. no MIN, Ml., :► , r • - �xFL. J015T qx &IWV�K, StE T p ; ' F04UNl ►rION MAN _ • ; � ._, [ �J C�] r -2 SOU SIZE o ; z - ? �'� OLD �Uc o O DEC 7 2000 .. . 4x 4 IST 1�/41Mr. p.IJ. t z o = d ka O.G. — , Cy v SIMP. PB (3)- 1640 IA. 3 13.0. FW CAP ,'rYF. m' Ily f SILL,r�" r ` / ( Y DATE g/ZB�00 ^ , i m14. I N� ( I ` A SCALE 1L11r_ �Y 1�IVB tv o ', 0000 RoomDUWN j ;,� � 3ttF�R YJ1,lL i►ftD. "".. �' P4N� YYP �.` +gyp ae 00 2 2 ; 1b� ►� �TER,�Ns 2D _0000 _ 00.00-� � 0) S1111115.OPr1oN i; of eHEETS pool I r t� 2I I T 31 77T 41 1 1 1 1 1 1 51 i i 1 61 1RM FT 1 2 3 4 5 61 7 8 91 t0l X111 12 113 14 15 . . , Li111l�Sl,it�)111(1� (11 -rnlllumoluessl'tnctice'n tanlu/y, sewer by running a hope to aulthly • • :3 sink or store tripe cleannvl juncflvn. (lellelnl 1111911le99 1 IrlclicCli 11)111111 Collstillctioll 7r Krrpnll liquid 110611 pfulluel4 "fill I'tllittllly Clen roup , r is I'tnterlsleckptlrs *lid bndiuldngnultllids OItUINANCF. UI"1'l1ECfrYUi CUlEIf1'INU It I 1Cllil iii U I)ono(usero ter-booted oligarchies Off ' Fresh Colicietc wnslranoselyIf111111helplller, offeelliiiil (�c1IClE,1111I(�r bnnrwindupdroinbyalaringlhenunder � / . ) FOR NUNPuIN'1' SOURCE I'ULLU 17UN AND • rotor d(nlun. D a tag In or teculed plastic Aheellng, aboo{ulely neariury, Control atprRe wlUt 1 U Ilnlh •t your yanl and the cuonhucllon U Uuu'1 nolx up till"• flesh cnnrtrlr or „ I Id r(vfdnr4 hos paiuls U (lever clean brushes uI fins• pn1111 011611"1 or other tllernatives 1e Copper- WA'rF,RCOUitSE PROTECTION: CHAPTER 9.18 silo site. nlways stole built do Rod wet een►enl ll►mn you will list! 111 a Illy. e111t� ��)i)�l l,4 O,I Ihionel0, solvents, $iloen, and clemllnR pol,lfl container Into a IIIeeI, Rullel, etunfl cl1ll� U Store peAUddes,telllt,.erA, and other chant balled{lovl chemicals. Copper la a powerful I m1delfall under corer, pi olecled It out I RIP hptnl(lolls wnslea, Whelo they Ru a 111111• dinln,or abeam. A7u u 1 �tj�•lll�Llj , ► cal•Indaola for In a filled or storage Cabinet herbicide.Sewage liestinent technology I( I'i 9.18,090 VinlnUOn ��fU�'tar fit ) )licatioc trio(Allandlunoll. Pffilecldlyulnlell• U Set up and opeufllem111a11udxetsunJai ps of' %11ts) MId oupillyoff), elnply A 1 e 111c111�.� 11 Any pet son who violates any 111 ovision of lhig al$ houl wind. ill hrnvy plastic • i linin(cans, Fprllf -------- ----- -�.. U For (valer•b used U Schrdule guding and excavation tAojects for cannot Intoe•all of the rnetals Itul 10111 a 1 n drywcalhcr. Ualnrenlpbnl p 10111(( point out _ ___•-_.__..___.___ ._ _ �...._..; thopclDlhB. Adhesives bntshpR, lappfl, n1111 1101111j, (loop cloih4111t1r he Stol'lu (1111111 ptillutioll chapter is guilty of n misdeuieanur and upon conviction ti •0 1U Secul a bags of -� 1 bnitthet fru the U Use temponly check 11008 or dllchea 10 l.nnrhtCapfol)/tial dt;n .2 tbeieof shall be punished As provided in Chapter 1.11 of cennenlniter Stor111 0111111 1'ulllltlou U lvhenclrnninq fiuut sf11111!1 Aulveuls extent ,vsslhlr, ; " r I. , dlspuned of ria it nflh. i r i �, � divest Iunnfl away '! lsIn1111C11t111CC t �r�.. I l` 1111 ' till niter du Ivewu Hud Anse to the ,.. ,I - front 5101111 diahn. • - K this code. y ee open. IrUtll h1119011ry alld 1 11vi11gY allO tidlicsives a •, :. .;}. , �� ' i I UE sme to I(rr I of sidewalk ! 1'01111 itrtllnvnl flmIllnly Newer, i % y�--."r U Use up penllcldes. IP ' J 1 _ All palnlfl molvculs, 01111 adhe9ivrm conblln h,il,k `., � U I'rolectalorrn Stur n 010111 1'ulluUlnt floret ' willd•blew11 111119111IC111111, s1 .- \\ ` 1 and tt6alainrla, I'fCah t'ollt'1 PIE Alld CeI11C111 11181E P, f.ile1111C11m that BIP hatlllhi) IO Ute WIItIpIIE hi f` d1a1pA wlal la 9.18.100 Civil penally for violation. ( I U for oll-brined "" 1 '�• r "ilidsctl ►ll' null Sivilluisdu and use 01111101 powder uwrlar t that ►(Ash Into(ahem,9heants, wash lines 11nlo U Chrudcal pniup -"`�++- 1 �' baler fir 011111 i LI tl i'Aynlent of funds to account. of out cleel(s mod tiny. 'f oxlc chemicals may llnlo(A, point out ` . -1- lirlseaaler av -• - .i _ away front gilt• eglrnllEs are (11x10 to gab and thea( ualfc dh t auras, nut nhipplupl lrsL came Irnm liquid fir anliti 0111111014 or bout -.; to"Alancnthnls. Pool Pla{llteuance product Ulrpoae I r' An ►cl son who violates an rovislon of this I I bnu811et to lite Y I Y p ► 41� lei 1. star In env lounnenl.DIs ullu o11lheseluntelIRIS down the illlve- due In n hnr:u111• draulu ►eflidues ter ill ,fl. 11 la es leciall U I►ev ptallon is Many landscaping aCiMOrm uprose sells and of rinsed canlain• �: chapter or any provision orally perrnil issued pursuant to p p ) p P I Y extent possible, c R . '�-•-^ thalum, ralnlnll, Ivny err loty Ihr. I oil" wafllc. lin raetllenl Increase the liketthood that earth and Harden as In the Uadt, Io the stuns drains or cleekS cn11mts � Inq,ollmd sol fru clean brnmhtm fru R11 eleR this chapter shall be civilly liable 10 lite City in A Bull' not - ='1,+,�,� '• Bel rel err slid nl -V-'' y� ' I_ fillet Bull reuRE • alldlltlhlll. „p , WhClr mill Icsidpr, can Ilary la a 111(11, IruulolrntA{oil chendrnlewiprunalgnlalheslormdrAl"adming ', to exceed the amounts provided for in Government Code �`� i y selluuS 11.011011)9--Bud Is psoldbited by ,lupin. �L,. 'II•* I R tldnners Hud U (:hips 0011 doll ronllol Int any Inlgalian or when ft lams. liwlnuol11g pool U UltpaFt of unused ,;; ► IRw, ,.•tai•* I Fit eel.ot Also InIll nin. Section 54740 and/or 54740.5. 'I he City fully petition Cl Wash out con• ti' solvents, Dispose pile. water ronlAlning chlmrine And coppff-hosed 1107011111 AA : ((trill lltlllhlh IIAfA1daU1 wA11G 1 ' ' he Superior Couit pursuant to Government Cole Cletenllxeismlfy --_. . ------------------•----------•-- U Vin•ehaybales pnI111n (if of excess 141111118 i alxaecidesshould never bediotlinigedtofolonn In uroihr, rnwiurn jtnl11ln cuulnho tr1111i11 C;flll 1'011 V(1? 81ulueshhlefls Best (111111-Mk.IC111C:11L Poul/ dtCain..1lusechemlateuetoxictoaqualkRle. U (:niter[ low"end'' "' Section 54140 In impose, assess mel recover such stuns, hnrnrtlouswaste, 1`nun1s1111/Spa ----- - pal denriippings, ' ,, ' wasltuul steam lit yonl Val(1, where the cfinhnls duwu slupc to cRplwc lunop( ill! Irlod or Itlbufyl Inn me hnz81d"o'R 1'jI'i1G� �C CS l)i' �,�iC 'I he civil penally provided in this section 1s cul'ndative wlFlea. Uu ' sweep coni djn Dt:duleunnce pruning waste, -4 1ZesL iti1i1117t elllellL wnler will flow Into cmlinlmnrnl11"11114 cost 1111ntar of. befrole It ) Inlsecll Appuv 1101111.6101 i ,� Best f►hau.ujeuleut lstnd4rnpt'Is ; . and not exclusive, And sl►All be m atldilinn to All other or onto dh1. Wlirnever possible, ienches lite •Mol nl dl nin. plinlel •. 11ringt. Clip If necessary,and compost 1. ICt11C(IIC9 AVfl11AhlC fru the City under Slate And federal 1'i-7Ctice9 (Ui � �IC I ) Itrc)clr/1111,1 Irftuverilrlluls , U Nrvrr dlxln11ge pool or spa water to a 411101 ,tit recycle wasl►out by pungping back Into I'll-actices 1Or the law nod local oidionnces. Funds collected pursuant to nIlxera lorreuse. Never (]impose of U When Illealdu 1111 covin , be sure to , Ivbenever ►nsslblc, {ral11ctirls or do11udealn, 1 U In cmmnu11lUes with 00611111 yard waste ' U I'nlnl Chips duet haul nnn hnrAldnns I R1 P• I ninir#s ;;i ` IasUlls all(] bl icl(pa CIS II k II )a I p es pull I F nose to . dI • 511111 lfu moll Annul blonlloi r Ina • he Swi11 ming pnul/s ra ni-1 vice mill U When tutplying a pool or opa,let chief lite lecychrov.Lave dippiups And pruning waste , .• •a' ,�this section shall be paid to Gly s iiuvironmenlRl Y Irnmhuut Into the •hPet, Calors j c 1 Il 11 0l pec 1 I I I I ) I It 1, )I'n IeI118111114 U Perycle excess Writel-bagCd point, or Ilse 1 lot pickup in approved balls fir rnntatintlt t I 11:1111fel up 'llul disposed nm ll Asf 1. i(! Clh will Ilei s rOAslliale lot a few days,and liters IeCycle/ MntiRgemenl Account. Sidewalk Cough fiction CI eWA 11101119, 111BIIInIIe (]ifC11P.g, or CII)', h ) Dispose of excess liquid. Including 1 Of.lake to a landfill that rn0grosls ymd .%, ' I i • I I R reuse wafer by drai116tg II gradually auto A streams. t I'laslefrts Sludges, as hazardous waste. IAndFca dare.. waste. ''� I 1'Rlio couch ucllon wollrets C) Recycle huge clunks of broken conn err U tVhrn sl►ipplup, rn cle81nng bulldiup, (I( nrlyd couhnclots ►K at n laudlill. / GI(Illlllc 0(0319 pxlMlnrn with IIIRII plri3111C wales, OIL R 9.18.110 Civil penalty for Illicit dfschatgcs. U Do Raeleln antra U Rcuae IEllover oil lensed palnL Dispose of 1111011. 611111110 s t 1'Aynlent of funds lo,Account. Conch uctiuf inspeclof s 11)1 y will rl ews block Slot tit du pins. Wash ,Vater unto a excess 111111(1, including sludges, as Cl Contact lilt local Aewapt B!Allfunt muUlbr• U t►o not bion' of Inhe haves, etc. into Ute , -11 - An pet still who discharges pollutants ill a Dispute of srllall Amounts of rxorrss(11 y (Ill 111 ra and spade, lull) Bull, (h, chrrlt I)evulop('I s Ile, You tri° Fueel. 'f Y 1 g 1 Gera at conlrBclut s ( lou, I:evrdug lnslallrl s bnzm dulls ,v asle. Y he able to disdtatle 1l)the '' F. violation of this chapter, by the use of illicit connections W1111t C alai loll U0i concrete,growl, and 111111181 In flit Itaflh. Ivilh the local W.61ewtiler Ifenhnrnl ''�' 1. shall be civilly liable to lite City in A sum not la exceed louse builder s Grorl AI coull109r s nolhutlly to [full Dill 11 you can collect r twenty five ll►ousa11d dollAis per do per violation for U I[rvrr July waste uonleiial• (nlpp or yncuunl) bnfWhlg cle81dup, 1111 ' per Y I I)evelopels Ilonle, buildr►3 "'' each day in which such violAtinn occurs. '1111 City 11tny 8101 dl9pnsr In the ranhmy nrweu. 11 Y y petition the Superior Court pursuant to Goveinnient I)rvr'Inpr#s • (fest ni1111agerlleut i'ractices fill' StUlili Water i't)Ilutioll 1'revelltioll . .•_ :_::-,,., 1. I, Code Section 54740 to in►pose, Assess And recover Such 1 .. • ' "' ;, : ' '' , is IZelllefillier: 'Ilse )to pert ' utvlwl' 4111(1 Ille C'Ullilladul' sliale. it lull late.l'esl)Ul191U1111)' liii'. '. . sums. fie Cavil penalty provided in this sectio° t1 1111 Salla Clat a Valley, stet In tit sins slow lilt ectly to local cl eeks ntid 4111111 .)all ('1 Rncisco I I } 'r I G , 7 nrsilpulte one men of Isle, alto for 011111 U Cover And Innhltaln dumpstels. Check ( r -' i, exclusive and shall be in nddilion to 1,1111 d� ctunulnlive And not e c tar 1 w pollution is setions In lot- wildlife de pendent llle activilies Utat UCCIti' oil a cullS1111G"o11 stle: Yo,i 111.( lie_ lleltCres )OIlsll)le Cor. atly'w • X ' [ pmlltlloit, vehicle refuellup, turd nal• btquelllly tot leaks. Place Ilumpsltrs 11011(1 `'' ({ay, will( no Ileatntent. S u .tel a p I , • . `' `' ' '' " *1 . IlOe equipment mnbllenaute.]lie fools or cover with larps or ptaslic sheeting "� .• Ad other rcutcdicg avnilfllrle to the City 11tIdCf State Alld flit out, walerwiyS alit) lot (Ile people Wilt) live near polluted stleAllls of ba lands, Pro per r : C,u l lS L11I C Ll O l l designnted meta should be well away hello secured wound lilt oulside of the dunlpster. I FCJCIflI law 1111 local ordinnuce4. funds collected I 1 I Y Proper elltlrutllt)r?u1,t1 CllunaJ;e 0.)1141(1 I)} � uu1 sul)l_onh ,Iclurs c)t euil)lu} ees. IIIallagelrtent of coltsil licUoll silex Ieduces pollution Significantly. '1 itis hool(leI SillllflltlliM1 I pursuant to this section shall be pni(I to City's g6em0g or soon"dtabl hdels,Aod bet '' "best l'tallap,entrnt prnclices" (iSMI's) lot Sinful Water pollution pl evenlioll, and 1111rcesoary "fever ciean out '1 Govironnlenlal Sloi n Mrtnagemenl Account. n dw"p9ler by ; f ° Alake utnjar +��•vv • ° fepnllsuhfslip. .'"41,01'1111)1full t'Ulllltlull j::,19 it down „ ) . �� ti BI - e ta�L� ►Jtll)el-vlslull on Ihp canRlntc• or a Clean Bay I �r-,__ ► _ U Kee r mnte,t• 110111 CUllstt tactioll Activitles ftou Rite, ��1---- u�o,a.r.. Z: I . „„�� ry n 1) nus out Of lilt ( SLQI.111 Dif-ai 1 i -`•--"� ,. LN�,i ConahuctivnsileRmteconsm6nsouicely(Atornl U Make Burr. 11 1 ' �� r ruin - pie• wAler pollution. AlalerlAls 11111 wastes that blow p°llnhle 1011118 1'Ullll�lUll 1'I'CVeIILl(/11: 11.1 ' %r�; P.,: ` , sc i 1jt�li ,'� ventnmolf I'll - . I r or wash 61111 a Calm rn d,sin,gullet,or shttl here Car p In pend }i g i ) ^� � .- ti,r conlnminnl)unA 111(1.1(III tACt OB (OCAI CreCk3.(III(IIC Ua ,As A wonWn order.Iliir RJJtd lite Rourc►..S ��) L O US Niy� - " l, f° a r7 romlar'fnr,site au Itrvlwr,owner or operator al Check frequently, " ' 1M) C11*9 Al1rr;111r.� ;p- _ _ —_- _ d r �> ' ',. �� `�.ut�`1�� r r p � y for Icaks. 7.: , r e , 1 I ► I ,y> d Cover cxtnpFed n elle, you nlA be res onsible for An , S-1111.1 ' to t)3 K„ o'a' ' . ' t• , c,.•. piles •neer u r U ) . . of nental duan i f It S N Re caused by your . ( c ►v 1 � In Ihr .1001.1 (Jto.1 Valley, slot dr,t{n4II t ( YI �� n��X'� p� r r r r � r I .---�,, a ysr' • . � cens6uctlal . y d?; ►JNl�h'J� :: Blest ��a��[I�(,�� , � � 1, _ —c — — ---- �- � -^ - FFA subconlncloraorensllo ees. ditecll to for al ctu.l(s and S,uf fl,lnclscrr ,r t - ="' "` ,r,.t ,� •. malerlAlg with ) y filsttrlfuls/ (y n'�u��l!i3uu t !/. - I I) i l' (Asn �� _ ) — -- tin r _ `•3 ; I .fir/ill. P . icsheelhlg Wflste/ I 41 Nay, with 1111 Ire..110111111. Slflrnl wulcrj►ollu .� �!-/ , . . r r v e / a , ) ,rr�� • r, �+ t'` , , �I -i -1+�'U I{iL �j )r;., A, -, ..�,� y _ \1 - 1, 1 � (!�� l l C��sv�►J A l/ 1 r _— - ri X yyI - -. yr IemtmrAr lion is n 411111114 p►oblrnl ter wildlife drpr.n• t� �t := do _S clzkz. •, iR:, ''•'' - Uaur1111ity <, `/ I. ?. Y - I �V 1S�J '% ' ' •�:� I.w•"7 „/ °`'"Al ' enols. Ifefn►e{f going,sweep slid remove ' Y people II' O ,Ii•- �\ - ulaledals froul 0 ulacts that drab( tv U 11000015uarcp Ilpd11ctlan — ndnbloG.e . . (Icttl 1111 111(1 IVIIICI W:1 9 rued sur Ill. r( u ,Ic n► U► U _. -_ C� 'r n "� w-,,, .a-� • __ ' ,t' ._ r I I(. �. �! ►1 •.� Best 1'i4,ullayellleu� r i I whollyfielrpullrledslrentnsothr}'lands. l% iopwjlp eon \ colisL�'�� LL� �� idus - / `� I - IV - � °[_"Lt. -r ° '�I- slotIndrnms,cteeks,orchannels. t, wneln when you order mAlerlela.Older :, `;vole c'onlnlon soulcrs of this pullndoll ul� �.- SISV U �I ,lyt l`(`� ( vj1��II1 • ' v`�` I� �t 1 r �I ' '•� ' - * / only litemlounlyountedlofhdshtltejob. 11 �� ti 11 .,s`�e- ) S. RI I'e1GLices 101' Llle rJ Keep polllolnuls off exposed gulfaceA. n ;.„ include spilled all, furl, 111111 Iluids bort ,i ,, _�`, -- �` Y C110M � __-._____--_ e � r � r � �--. .7 - t i�,,� Place bastlCarisnrld►ayclingreceptacles U time recyclable nmlerinlswheneverpos••, � t„r vehicles colli hrnvy rquipnit'11l' collslr ucliun * -r :I:, l;l l�f j,I a0 stri 11 t,el �..,�ell el Vel l l G� �,_ f \. Around[lit,site Its Infulfulte filler. /1611. h•' _ _. ,� =/. Ip�c ��c,v .�l ,�, = Sl j, . i,c( �tj� C:ullstfrtcllulf Itl(111St1'y r g`"`' `i 111111 Is; 1001140.1pin); 1110111( co111.111 inl; pull .� r r J� II r�� I e, )� ,� :1 Clean fill leaks, drilla and other spill" U 111Rpone of fill wnnitm fie reel Men I�O11 �ullll. Sulu c,c, -- r ' 4 :.. b� , i I Y Y �.. - Clties of weed Itillel s; toll) Imntel i.1Is SIICII .1S i ��s:- •i: �•� ..I - Q r`,C ; ° � � i fannedfnlely So they do toot ranlmninule consllucllon malerlAls 0011 wastes, lndudlfi ° . \. ( • ► t �%.. �4, < •° soil fir AI mlfidwnlrr or Itnve residue on , used Inulol oil, until eeze, .11111 pastil pt od- ' ' '�- v /( I l? P. � r x •otvcritR,wnttr•bastd patnlg,rchkle quids, �s "111 �I, i oil l 11 �l t)1 al)1 Ll (1 i ` '64r-i � -'Z, ;► • 1J, 4 CI 1. paved slit laces. broken Rs halt Hud r w ticls Ilia( people pour of spill 11do R s0 cel of -., ' '` ;,„ -� `'� n �, r p concrete,wood.and � •\ W�)<li. (-,°111 till I) �' « « cltmred regelRllvn can by recycled. (see the �` `' ., - ',- ..IIy/+\/�.y1 ) 't• .t . ' ( / ,' ' j U 1( ) Never 11141 down 11111 p v r r slut I►t ill nun. I .—`` _.__._I-___._ ..._. i 1 �)(�l toll '•. ' '-P l2 Cl }.�'�,a . .. 1. ti h Y 1 n e 1 ell or Iefetenet list of Iecyclels at Ihr buck of . �� r ewfnces where n►olelt"(m have spoiled. hr 111.1► v.1hry cilit s have )1110111 Iollrllle 5 I. ©Iarplinl/ora Ciro" Pay) Malnlnlethat s ` •„�_ _ , . ... >e ®� ? 1 �"I Use dry clrnnup Inclhods wheuerer r, wills Saul:) Clm.1 Counly Ilfd Ihr Sano:► CI.1111 t i Snuln Chills Ville ' carorotbelecycied olnslbetakenloan >;., • ' \ ) pogsihle. Il you unuof flat water,use just �~~ � 0 9 - } tf_•'' % Blow opt Isle landfill or dispaAed of as haeald• , y.1llry }�nll!f I)1S1111'I fru CIIIICnIC Iflt'.11 rrSl e o�• I l f - "'�� riot►l►tslilt Soot Ce (]rough lv keep the 1104(dowq' 011!1 Waite. Neter lout IrRsle mnletlnlm or-.. }' dents and lnlsl'lrsscs i1111I hjlhl Still 111 dfalll ..I % ' ° `•.11,1` -� .f' - M'*' ('011lltlutl ( Ullttol ' 1 l.,(,I %' _ leave thrut In title street or ntur a creek �' pollution. We lope oil Will oil) us h 11401 r ' t. :, l� I� R. fir mloennr ltd. `' Y 1 r Y h 1 - t r = 1 tuylsul ... ,. Ihr In .1clicl's tlrs(a tied in loots p:unphlcl. "` I: • Reluetill ' I-: , ll►e I)rui)erty uwlthr and (lie cufll� aclul' share ttllittilale resl)c)ustl)ill(y . I !'I, � .�� •.,'� � , Ir �,. -� I � ; )Ilr,,:t , 1. 1111 activities tlt7t vccitr c)Il tl iu/tstrltctic)u site: 1ruii iifay Ise 1)elflfi'eisipolisil)le for-•rili}t A' 'r';: t�ict' ' ; �, � t y ,, - 11111 ,I ' 0-4. , ` A{; . ��: (c) l� IS, '� Ul.l, 2000 i 'Y' ':, Split Itesltonse A(lcucics -, ',, `, Ei f �- t �;�,', , euvu'ouluelltal dtlula a caused by your subcollti'aclors err ew�luyees: .. ...'Cu.d )1-� -- % ;l ,. „' r ti� ;I ��:111. 1)1/11• !11 I =111111111l: .1 \ t. , ,,, , :r- ► y ;� I 2. Smlla Llai n Valley 1V:1101 Uislt icl • _ (1' U Cover Caul sial watch bnslnsA81hnrrnho eg ��n ` `' r� Ueuclsll Iluslurs.1IIrctices ( � / � ��t ( t a whtnapplyhlgsralcvnl, slwryatal„fotfgeRl - htivilolllnrnlal C(Illipli:lnCt, I)ivisintt /�-Ja thommo N inn Ko' 'A J1 afM til �1� ' �ftollit Dinfll 11 Ullllt 011 444 JJJ Wh. - (•1011) 927 0710, 5101.111 Uralll IF0111111011 rr0111 Itosldlvorll U Use check dmms, ditches, or berms la divert ' . '. • • • U Scherlulr, rxravmllon and prnditip won h „ p, Act1 I les ICO111l;flrtll•IIIOYillll fol w l x�t fa p 8 11 I. ”. {, Govrll'(n's U11icc of I;nn tj;cn(}• x y 101111. Road run ,atnfacin ,Rud AYCItItnUIIIIeYAI (nRet(x(eWndtxCAYRllelll. ,,: happen r{ `t Srlvices lYm11ingcell( t. Activitles IICau Mir. f'l:trlrll11y tuul lleveillivin Clcnu tillspllla lnlwcdintely , • ghtlitfilestree►, whefeiliefeire C) Never wasllexcess oudellnlfrmnexlmsed � , U [lei tellll Iola Or equipment ir.pmlts siva ✓ r , fillmerotll Op110rt(IniUt1 ter ,1lorllo (]fail mttglCgAlt CO"CiCIC Of Ihlpllat 6CAlII1eI1lA(nitel� IY l( hlrat plahttr11stlr:r lvhen illey Ilsppell. au�x�C� cgntmnklallonbyaapl►nh,eawtutalutry' 0f Ratreeloralemdlnln.Gllleclafillrec cit r (NUII) f{!i2 7!i!iO (24 111,114 s)• from IIIE Jab site, • Soil excavation coni gt 0111( .° ret allnns ,�� ly.� p 1 )li eltcRrsleilmaletlnLExhaplannllglarcqulred or dia recycle, ` y; loose11lalgo Amount"01501111111 call How, U, U 1)rsignett tine Cans "I Ihr cnnshurlinn Lt i-tever hose down"dh ty'pavrmt it or (lose to 1111 area. '' Local i'o11111io11 Ct1t111 U1 U .1Vhclo tefueling m vehbac/cqufpuornl �. lost"geanddlspi►Rtoln►atetfalsp►epellymnd i or blow into S,Utlit dfnllls if handled RIIr, trCU Away (tt)It1 .111ralllR nl stool In iIIg1CfII1CRhIC 4111IpCe5 whole ihlf113 ►nor w . 1114inletlanre Inust br dour oil site, • _ 111 a r I guard against pollution of the storm drains U Cover stockpiles (Aepholl,solid,etc.) and = • J, n( cllcies -� :A---- Improperly, Snil erodes due to a r-� u in Ill .1s, )fir nolo mill rquipnnr #Il spilled.Use Illy" And Clio". other noalelials with plastic Inrps. ('ralect I l V. dtslgnale n lncnll"n away holno sll►n l►o � i` :[(t� U �� uu ld(i h111tat (.toll lull U0? '.U• , I ,•� conrblostion of decterised soil Stability, I p• Cleans Inetliod ___-_ (toil) "fill prevent 11oro11 Willi lelnmo- -1 I 11121111. p ,, ZY'(� _ hicressrtl l uinolf, and Incr(!mm0d 11Ow; ° I r.'h(rlinR, 0011 _---- -- , ►u roofs or plastic alreelg and bans. „ ,• ;., 511116 C111r11 U,unl} Ulh( r of 'I'uxics _ ,(,.Y�! (absorbent y ---.- velocity.S°IneatlhemosleQrellve,eiusing mldine vehicle. SIU(-Ili Ur:l 1 ~� W111tt Coll YUII U0? U i or not use diesel oil In lnbelcate c, tilp i A 101111 tioll n)nteihlls,cat U. Calch del s tram aver with dui cons or 11011 SnHd 1Vuele Nnnuj;r111rn1 --� ,. »� I p p 111 ^�••yl;ii ' c°nhol pracllces lettuce the i nmunl of mud equipment t - I Wit_.• 1 n►enl or gaits. (I'(tltl I lefty ' 11( 111 )If tCRt, UII Miler,nail/fir I abA°rhea!mater{nl (cloth,falls, Cie.)placed , , . , `. (4(11{) 44 I ) I!IS ,runoff coming a she and Slow Ihr. flow loo:llrtlrnnnrr. } f 1 ► r 110(111 machine when not In use. `` �--.� -- rntis),whenerer „a,r UCIfCi'ill 1111119111ess 11,1:1Ctice9 ,. Will check doing or roughened ground �_�-�—_ -- - to l the collshlicti0ll Site liirstlble, l[you i( - ,. Sn111n Cllr n Valley 1Vnlcr I)islt icl I l CI Llnintmbl all y " ", ", '►�. Q Uevelnp and ill U Clean up nil s fills and leaks using . ,''�;� 411110005. Detectiltt colltaillillatetl plententet°simn/sedllnefit I g dry i, (4(11{) 9'27.0`110 -- - - 111114( use water, - InC01011s Willi mbgml►enl nuiletials mrid/or • .`'f. .r-•,^, IrIiICIe9 sold I nor l tnahtlained vrin(clr.S pad hchv control plans lnr embankments. ( �„ . ;• :A 011 ill' tl'l)111i(1lVf1tC1' �� f7 l l) Y Y Ilse just umgs►,ordigupariJremoveconlandnsled „ , Still .14140Sa11111 CI111l' Witter 1'ulluliotl _� heavy rqull► equlpmr.111 IeAI(Inq htel,n{I, nntifterist of to key t ilia dost U Schedule exrgvmllon still grading work for loll. • „. '` 11 As ell r )^ J1II' ►] 1111111. 1115 ml's 1 Co1111 ill 11'11111( What Call Y011 UU7 Y know,cmdnnIluRlr,11 atnuud►vnlrr �,,, ll 1 • other plaids 011 tile, consltuctlun site, are down. , , ' Illy weather. _ , I ' 0,•- fry 0 conunou problrm In the, SAnln Clain I. (le(Itselllly hit coltllriein t l9 U Collect and recycle or appnoptlalely dispose Y � ` . ( t , #'.1" BeSL Planagement 5011 ce,B ,Iarrnwalerl,Iflluhnn, U ClOck (ora rtpalr"leakingegUlpnitnl olexetasabtmslrE tnrclorsand. ; , 401{)11 . .)I,, ,,,1(111 Y111t , it b esaentlml Ihml fill c0nhaclDl4 Icnhs. R Y 1'ievent spills and leaks by isoln(lhlf, ;{ , 1 Se►uin Cul'► 16011 Cl' Corin" l,ns (;nuns • . Uullttd CposttucNnu ( 1 g / r fy . r 17(,L�Ce AmIflllhCtr11l1Ac1018f11r"Ivr(I111 C1tC1VRllntl Cr 1Il pt1lCtll l e1tl (1 11D1 h n S 1, n f111i1 eI11eU�; .U ler lvrm n►nJar eryulpnfenl rrpnlrf In les g 0 Avoid over•n'r 10cAUou b wAler 6ncks(or x• wa 5 . ;. ' . S Ui t 11 a t. 1 1 t 1 (c n nclSl 01111 by Ci $wee l lilt s ills r ` I t ,-�. : hlilriles Monte Serene, .Scot use Sanfr► nod dill r v r _I 1r1iillnoinnfir tV 1 rialediueastityburItAtkRwayliomlhe I �.' 'i: ' I 1 r J O lltpinve exlsllnq veRelnti0rf only vvhru pig g kno► ► int fru look IDr m j wnlclt(nR for Icaltseulother mnh►leuancr. i t rdust control, Al Clara mud Sn►nlu n detecting coulnurfoaled n alutenourc, I y nnlellnls eI, �G� CeS fU� 111 rnnslludtolrRUe. ' f i; •, 5011 or rtolrlcmS. 'RcoiovO c0nfllrurtlnn t A {u It ze ha ab4ulokly uree4slnlY• Ir ,nI I 1 Inul'O(Halc) - ,. 1 I to . r, t.l(11M and Rrndiinp /111161110 gI oundwrilet, n►rd 1CAI ponded -1 1 jn 19, and er ill "nerd hum, the Nfle ns 40110 4 y ilund f IMI ; U ,Motif relnelinR;oryMhtele/equipment Al) halt/CuucIete Reolovol velli+ 2nd 1 i ° Ffever tiltelopt 11 s r 1 Sun11yvnlr. Wnlcr 1'vllulinn Cflnlro) opctnlulS rnnndwnfrr 61(01( rl'lil Inn , SEr. r nnnintenaicemlf.lite Ione on slit, In . ' U Cnnsldcrpffinlhlgtnnpafn►yveRelnl{nn p p 1 it Best 111111 Ii 1 le L polAlle. �QI'1 OIivlelvay/sidrwnik/palllill(~lui U Avoid excess dust when lit - . 1 (nal 111►rq)►i"f wr a Clean Pay,n cmistl ucliun 1 !(�6 1 (, 1 . cgnlpment s, lelll a 600160 Rwsy 16111sloes drains and' g M j { I)unnp 11 licit 111 ivei 4 tot aosfon comb nl on 5lnpes oh whtl r, a wnshhl all s r - " " _ Away whin write# conulf fiction t'rruvs II.- , . creeks, as rhnitorcvncrcle. ' (4111{) 7;10'7'2711,1 Irons6ucllnnlsnotbunirdlAlelyplanned. best ntnuagenitut pinctices Pohle � 1cldIcel9 QUI' the g I Spur 4ll ►el VISUt 4 aVa11RbIC irUlll (IIC Sallla Clmt a V211ry or bury thein. Scud 01101 cnoh ht'lilrg [� tin not use illeatlnll to lubrlale equipment • U After breaking old pavement,ire sole In , . .'`:` Set t!ut�r Suun)'unle 1 U 1'101101 downshr rE d sins rout s 4 Pinn ,old Saul source I'nhutlon Cflnlr of i Y p Use ns little wnler as possible lot dust U rt,rRl n t rernove all thunk• Call(] nieces. t U II un "oust 11,1111 and le place motor till, p .' i A 01 or lialte. p I, pe ,n c , U Make sure broker pavement does not collie �' . ' I'11hr Ilhu ltrj(ionul 1Vnlrr Ounlily , Genet nl cosh actors BhenrnN1. I , and 41000 (]tains whit hl' ' bales I'rngr81lo, for delAlls, tadfntnr coolant, or 0111.1 !111614 nn site,* couU01, I � r ill ads ql equiplut�nC U ilecyclr used nil,cnaef ele, broken asphalt, 1 p 0° �, _ , Control 11'11111( I I lonle builder s or tem oinl dralon a kwales. V ► n • Vehicle Rod e1 rl inelit o eo"lot 4 stiff, tit Ip pans or droll clollm In catch � , In contact wllli rotation or runoff. ; 6 x; I I 1, r r p Y R Mitch for nay of Ihem _ condlllflns• I 1 I t di fps Aud splik Collect All speof Holds, U Clean lip spills on (1111 Arens by dlRRing paving 11n1dill n etc,wilenevOr possible, : ,� , (,Ila) ;{'29 2.11911 Uinlsrnl Holl cmldllfmts, d13Cnlm 61100, a I at I I Y 1 R 1111111 ► Y ,) `.p; , I 1d ,rn lei t 11hposing of conlntnl. j h 1101(4 U Shovel or raculun easrtut sin( and remove: ) Urvrloprl s U IIS•chick dnna or dllchc6ln Illvrtl Silt.- srpri vi.,ni s Atm c In 5rpntalc cnnl11nrr s, and rrcyrlr, ,,, ` Se►pinR l 1111 Palo Allo l r►s Alhs l r►s or 0(101 "coed 411E cu11ciL'Ir. 011x1/A v111111� {.OII9tItICl1o11 kora Ihr site. Coveror banlrade storm r> , 4., Iuuo((noound excavations, whenever pfissiblr, (;; •.,I J Abandoned undetg►nund i811ks (relief al cmdinctois drain dining sRwc11111ng{Ineces3aly. , , - • Altos Hills, Mnt►ntain I'ie11�, 1'nlu Alfn, r « • •t Cofialritclion hl"petimA 0 Avt11d pnvinrf end semlcoding In wet' � , '' ( n►ul Shu► nor! Cl Cover stockpiles and excnvAled Soil with `� Abmnbnud wells I(0111 huihler 4 1a I)o ilnl use diesel nll to lnldcnte erplilp U Rrpml mlgullicanl spi11R to the appraprl Wealheii Car when rmin Is inreaal(btlooa U ' 111111 hose down aiteela la clean up it =, l (tlnel"IcoollAchim • dirt , � ' Ilor led hnnris, debt Ili, ut if Anil I file..lit or palls, ale Split Iesppouse Agencies 11nnnedlostely (tesh , `'. 5rcuteJ Mips or plastic sheellnp, p pavement*Ill have Ibnt to cure, • ,. Urvrinpe,4 (See iever se.) Urvelnpcls ,,.,.�..- -- , , . v I1 . _. i` I It this image appears cut-olf , • . , I or is not as legible as this C " ;i overlay, it's due to the poor _. 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