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HomeMy WebLinkAbout570 CENTRAL_ 343-90 (2) f I i KEN OKAMOTO & ASSOCIATES, INC. SHEET ar y3, ! ® KEN OKAMOTO & ASSOCIATES, INC. SHEET 2- KEN OKAMOTO & ASSOCIATES, INC. ® STRUCTURAL ENGINEERS JOB ��/ _ STRUCTURAL ENGINEERS JOB-1 04-f-,? ® STRUCTURAL ENGINEERS 3 BY. STRUCTURAL_ CALCULATIONS PROJECT: CENTRAL BUSINESS PARK JOB# 90468 G 4(4+ur `A LAKE ELSINORE, CA L Ik X r,3 CRITERIA: UNIFORM AND/OR LOCAL BLDG. CODE, LATEST EDITION. — , S= � 3 A z��sr i� fi 82 x 2 �/z e MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN: z� l8,'� _ 4F/ a (5-ram WAL-t. (✓-1 Z x, 7r 1• s CONCRETE: 2,000 PSI AT 28 DAYS. x � � � / ,/ _ ((rr '3 � CONCRETE BLOCK: GRADE N, LTWT. UNITS, ASTM C-90. 3 i�y� I` ` 12�/ - rti= 11 K,'75h.(.t = I REINFORCED STEEL: 20,000 PSI (ASTM A615, GRADE 40). x/t �'Z= , ICrIi Cl2 �20T 7 ?.( $- STRUCTURAL STEEL: 24,000 PSI (COMPACT) (ASTM A-36). _ (c �r�:c 7 K2, IS-/ K rr-? wv� =hS� Sc�Ne � --y— �ti4 ♦Gi STRUCTURAL PIPE: 22,000 PSI (ASTM A-53, GRADE "B"). ,4 S� • er P /lit C.rr�, L PLYWOOD SHEATHING: DOUGLAS FIR. STRUCTURAL INTR., P.S. 1-76. li{�rLlt I��w (lUym�-K,3n7T pl _�( /apt-� ��/'L= ,�-7�— 'o�• GLUED LAM. BEAMS: 2,400 PSI (D.F. COMB.r"F24"), ti � x,.i�-3�J'•c 2,13-1-J-,11 X¢�) LUMBER: GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 16 p _ 67 SOIL PRESSURE: SEE FOUNDATION PLAN FOR COMPLETE DATA. I''('L•` -71- � � '�q6 /�Jn= .36 (¢o)(3-,4-7jT/�.) _ ¢o,L- r rr? T 33-, 31 r- Trc DESIGN REFERENCES: INCLUDING CHARTS AND TABLES FROM: LKt.� 31� ' 3 7L _ r � 3 >r7�. = , 777 qT �,Y y Ycc = q �.So¢�I-.�) 7/y(.1,� 3 = yo,v LUMBER & TIMBER: WOOD STRUCTURAL DESIGN DATA (VOLUME 1), S! 1-°"2" 4; Cns = (*?, J r` 3/X4:���¢�j r ,37� 4;�f f <J ry= / X ¢o,t�(/1,��/�/2tx ��, +- = I.2- 7 '�'z' NATIONAL LUMBER !?ANUFACTURERS ASSOCIATION. a,1-%t.Vx �i;rX 3''/2 - ��-�� ` � /w P M4 � 2.od'(6 X/'- 'f'•3 S STEEL: MANUAL OF STEEL CONSTRUCTION. AISC. , r7/1— �v z, CONCRETE BLOCK: CONCRETE MASONRY DESIGN MANUAL, CONCRETE 37/ 40)�3 '¢� �� '¢' - LT,Sx/•� MASONRY ASSOCIATION. �,7� _ 3 r, CONCRETE: ACI DESIGN HANDBOOK z f f Lc� _ °I�c l�3 ".S7/y� t/ti(r7it)Sf =2,�¢� X1 gym' -.t/*,f. d e /Sx 7/(11,3)�/tiv APJ� 2 ' / 1'✓-1 ,3 93< /'L- x Z z.oZ.J` I 1)I't3t.ti)� by=2.i¢ � �/�'y`� �'F(, 2/C�7 y1 V9/iE�l 2T/1�.�t10em�-s7•�NS A'>7C.-c- f�+('7/do,�[�i�)rt �`l4-/•rcP 1 QPpfESSIGr,4�. — 3/o• / > at0 ZjIHOk41 ...... r .......... ................. City of Lnk^ Elsinore 2244 Buildi,, 0^nt. Ex '2 31 S� fll%}eT i rp BY: _ DATE: 14081 YORBA STREET TUSTIN,CALIFORNIA 92680 • (714)838.4980 14M YORBA STREET,SUITE 108•TUSTIN,CALIFORNIA 92680•(714)938.4960 14081 YORBA STREET,SUITE 105•TUSTIN,CALIFORNIA 92M•(714)8304960 ;f 1 1 r r / r r, r, f r , I• / r� ' j 1 ----- -- f SHEET---- — '� KEN OKAMOTO & ASSOCIATES, INC. SHEET KEN OKAMOTO & ASSOCIATES, INC. SHEET 3 KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS Jos q °4 6 STRUCTURAL ENGINEERS JOB STRUCTURAL ENGINEERS JOB BY-- - BY I BY U I�,�----Iri/'--fj��Sl�t�•! �al+Irc+� Gvt��iT.,'.�J WO=�zpsr —tA 67/2) = �L ( `� M r I q j/ ,771 47 Tor — I °A, e (17�'�i/21. xlld'�l) = V , r� ; V I �� 14e, . 4¢¢X/� f .;i 1�����-f �.7�c}xt,•7f _)/:,. �17>• 4. �v _o ovr,(-e _o �' _° T(�us5 ��Is� r rr�►G,�.�(�r� To 14081 YORBA STREET,SUITE 10S•TUSTIN,CALIFORNIA 92600-(714)038.4960 14081 Y04' REe,,- v 140S1YORBASTREt,,_ i!v I 1I i KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS JOB� 0� 6� BY ,,. �i�?+1i/L..�'rjU S IN(✓5'S �(L(� J i ;l/JJ�L G Uf 5— _ ,77S �'Sv c,� d` a� •,� Iql M•, _ �'� / 7 I +011 Zar = 11 •771 (3.7- )�)7T,�'�►t/f•;7�)�= 4f•,13 ¢Iv f1,. M4: /7y + .;i`1�r1/tif 7o4Yt,71 4. rr uN�7 c (� A(.,s�-cam �(lVSS ����� r,�ri�i I G,r.Trr� -(o r,�.�v�►it..-- 14081 YORBA STREET,SUITE 105•TUSTIN,CALIFORNIA 92680•(714)838.4960 ,i