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HomeMy WebLinkAboutLUA-86-117 Large FormatI , f t i I > \ \ \ s i \i \ : i • -`�.' c ' �..J'�•-.1 L•n+•^'r Yl" 4�1� YV `� (lop T� Lx to taw vF 1'►� ti x � i . 01 X t 2 'Gk; �� f ks ~'L' w,a.t, G j p1s�, r< - -- f• Tv P 3'` , _ P ErIGa I f I'i• �'�' . �C.,3'j' i i .� _ } tt�i Ala K�c��J� P�$�►c = %'' >r �� � ____ _..... ._ ........� � 2 f � � c � � IL 4; w 10 fly' � I�acw nwvli � �;��,c�'T� I �'C_� cx►�T�a �s� _•,r ____ -- _ . Ewan `orT `- 44. 'cSl'MC tom, R o'V1`s rox tv'a, 2 M 14- ! I • l SITE PLAN y �Z w --,'F4 P rx,-,-rG4 bit M z Y N M 1 i C to EU1= ;,;0/ZONING DEPT. (FOURTH AND UNION ( icALE: i . MUER / SERKIAND, ARCHITECTS • jO pj 1;0. 441:10 DATE: 2. SM rocso a way wa REVISED o DRAWMG NVMMM CO qw, I 1ce- 616 CiTY e,.;l n .q Ef-1 T. F�hT E�✓h l oz, i Ai. i RAFTING FORM NO I Cl -a5 \414 ---fDRAWING NUMBER t-- '10 GA.. FbaGlp, I- 8/4''� GONGUIT - FUTUIze- GaIJ(� 3-%2�� �oNt�l11T - TUR-t�IN 1;5 %' CONDUIT coNvUrr 3i4.�� coNDvIT, 1 + I � �� c�opY Llcyr-+r5. F"g_ wTUFzr- �o \\\ \\ 2-�411+ GcNDUITS, 2+2 \ \\ \ I n� So�G r�v✓E� GaND. - - I GotiI�L� — — I 11 41 I.TBD I�OI,AT GRoUN mc? I I D V el Rcu rr �alz- Gehl E t 11NT III __ _ 24 oc> -Pp.),I el. �- / u lo° N frog GA✓ ONLY I \� WW'r-,ri r *A JM_ R�Lb.-ram✓ �� Y�li2J�1►JtS✓ _\ _ %4° P ff )c lo'x lip, It. V CONDUIT / POWER LAYOUT DETAIL N.T.✓ - _ , I %2j1 = I'-O'I � 211 � 20 '1° -III q! - {P \ �W1211(0.5 : I I) \ I%I+ IIai.E +:. G 3�411� 12� DETAIL 2061�� Z ,1 ii �20 6a. bU�C ffi 4'-0n O. G. r r r i ANCHOR BOLT L- - 3 /ito �Ilo N r I 6 DETAIL- ALT. 1 20 L11 11 77 ­7 17, -, — i — — 3/�i7' I N \ \ I, TYf II TYP ' D ETA I L S 24-I-OII 4! _ 9' cw 3 n 124 0 1!0 0 Z: L J% T5. �uu� IDx x 101� x r _ ROOF PLAN I/+P = ,1_0fI 4 col-o'I 121-011 I �1011 1 4 *r I IFrt-�� 8 5 P20D5 v'ER-T _ Irrt- ����I I I-t DFbI� lot, c 2'' r'11N. �L. 5-t4 -- 7- �'-- %3 SECTION rl I II_0 t 4--IL 11 %4�/ a I I GUST I'ts. � m i•-�• i 3 SECTION DETAIL ISLAND PLAN -STRUCTURE 8 I II 5 — I/4 I - o 11 0 0 s� -T- Sv✓1!�1G JOINT: I . 2-9o' ELI ;t./5 + I - SH olJl.��t',R N I PPLG . 2. Na-ve- z use a 1 It � � r . 1 . i• �S 1 ware. MIN . 51..019✓ yg° rl!�lz F'f. �N �•�-�- FiI�Nb TANKS - SIDE ELEVATION v4r ' I1-e 11_ I I I' 12d TANKS- CROSS SECTION O 1�v 11 o 0 ;zw ut) - TY'r NOiE�,* P►Zo✓IDf_ E;Mco WHEATOhI OF � IF:o� o o � aF�DI�P!✓NSGR.. #I I DiSPt`N5C�2 I SV✓I-ro-H �" 3a �il' S►'L� ion L C� LOB ISLAND PLAN ��- 1�4n I' - o' veNT� - To . v✓at,l. VfaJT� VCNT O I I p FILL- I �tLL vl:rrr� I I 1(2, Grp GAL . 10," 6*L - Rr_6IJL#42- F►znur1 I UfJfop I I UNU��D - II � 0 1 a) 2 2ol-oll I 2 O Ito -0 2-0 II nt�V 101986 I S-TLIRcILt_ _y �— DESIGN DATA RXF LOAD: 28 RSSF (25# - 3# D.L.). �0 1� �'10 : 28 Pg. 4-36: Fb = 24 KSI COMPACT SECTIffif F5 MPACT = 22 KSI lth-COSECTI0I1. Mok'71W WITHOUT SPECIAL INSPECTION: ALLOW LOADS W% REDUCTION. WELD SHEAR = 18 x 8.5 = 9 KSI USING E-68. (ALL WELDS BY CERTIFIED WELDER). CONCRETE: fc' = 2,Ne PSI, (fr = 644 PSI) MIN. 5.9 SACK MIA. 8 28 DAYS. 5?EEL REBAR: fs = 28 It0.8 = 16 KSI, GRADE Q. SOIL BEARING = 2,@N PS: (TO BE VERIFIED BY CONiRACUTOR). FOOTING TO BEAR ON U14DISTORRED SOIL. ROOF DECK: MIN. YIELD Fy = 33 KSi. Fb=33x0.6=19.8KSI. S = @.218 IN3 PER FT. WIDTH RIBS IN TENSION. S = 0.319 IN3 PER FT. WIDTH RIBS IN COMPRESSION. GOVERNING CODE: UBC, 19M EDITION. CALL BLDG. DEPT. FOR INSPECTION BEFORE POURING CONC. 281-0�' PUMP 80 TANK LAYOUT NOTE —NV- LAYOUT riaY VA12'I' ✓ITS PLp.N . A � 3 r4 a � m m cr > o oc in W O N N � c o a Q o 0 v W 4 a c7 a° too O V 0 H J a Z i a F-- i J o o � 0 o Q u m '^ a N 0 Q" c o -c c c a od o3 o U-) • lam! tJ E � _.(�R�'V ��lub►� �.�L�f� fi.�rr' ______ _---- a.. w r Lf Ire rl .e •az r C- - - -- -we .. L .P. tA /�\ 13 ! ! x IL oi6p DI x f 7j&, " o f 11-4 ,d I Z P,aRi�ti 1 . i1-1 2' W,s t.k .�V,bL Lzi, �I rates7 3 ; FP je. i • 1 f. - . r_ - .ass_ c T.. • __ • --s,. - V 1 '�� � � � � W � W V f;• � C.U1�. G is - J � � ' c x i � ----� � -� .,- ' � _ - _ , _ ` M. _ • _ ' . ._ 1 Ir �� �• � Gl1'`! L"t'��I r � po Tip 2G M� � - ¢X t .•-ft'da 4�4 p�v\/,�s.1� � GUI pe' S�nG►c. F ►�'. c�11�791 , ! 1 11 1 N0V 1 i9$6 BUI:[;.;;G/ZONING UEPT, SITE PLAN FOURTH --AND UNION 46)W �J t 4`,l-e)T. TPA Vka, DRAWING NUMBER �`'' �► - 1 4— a• netMTLD ON NO. .COON CLLARPRINT CL) (7 �- 86 14 I- 3/�''� CONDUIT - FUTDV-e-— T 3-%21+ 40NtA17- I II-TURI7IN�5 - I I I . I. LONL?IJIT \ �r�rz. INrrl�c�r-1. \ \\\ \\\ IIYO col-IDUI't" \� \ callopY LIbHTS• II \\ I� w-r � c �\ Y4+ com pU , 2 \\ \ coN — I I (5 o mD I10 v GIFRGUI-t' r-�. t II ii 1 � \ 24 GIRl.UIT ralJb-f'�,).lEl. —�-- FoR GA5 Ol`1L.Y \ �w/�Ft PA)JCL R1;Ld��✓ �biZ TiJiZbll.lt$`J- — — I I CONDUIT / POWER LAYOUT N.T. I 11 L I'+ NJGHOrZ w/ [�Ui NUfS ' � a i M ANCHOR BOLT - 3/4U II-0I1 rYP - r j\DETAIL- A LT. IL 41 - 3�41',� ladxt.l�. r "'A 3/u V 3/uY 6 D ETA I LIi- oil e I I SECTION DETAIL A�tsll —.1 - 0" - - S 11% = t' - If �- ell[14'- !o'' 121- or — - - -- ---- 11.3 ?O GPI • G/�-� RmF` DL°GK- "� 5" I240-6 iL 9 _ � x r � 3 ROOF PLAN I/4p - tl�011 T g. 3/s� f Ion x Ion -\ rT I� -1�115 5 goy, ,��T• Ir -t ����I y�- TES✓ C 12'I e!z: 3'-OII _-Aa . SECTION It�Lop J ISLAND PLAN- STRUCTURE 1/4 = 1' - O" O r -T SvJI NG JOINT: I. 2- 9o' eL*a,✓5 I - SHoLLX�r-9- NIPPLi: 2. Nv^/ew-_ use & G:D GLOSS NIP1'l.e . I I cop Tt4. 604C. PaD 22 t•TP OV/ 14" w� lO x C0 - Io/10 vJII� Mlf.�I•i -�`-�" s dr L SAND F►w NII w/ 4 r►LI. �/� Goa►xlp-L � vt/ I�� Cb1° �/�bfz. • tz� �-" �1 - LJS� � -�r~►� u ��I I I mot-'' 91 IaGdN� • P4 D for -fLh� 41 *44 If, IN' � TANKS - SIDE ELEVATION 281 C I0,4000 Gf.l . T;N4I<- � 331 C 1,2, abTom- L_ 12 -1�' Ili raI,. TANKS - CROSS SECTION �41 a II-OII 11"III EQL.J GO/ !�' \ 9 I� — c [0 RbDIU� -Ti�P NOTE• IR•/ - SKI FCT ✓ELF G� NOZXL!`.b P � oIMN�. Ertel�l, Ict' +ur-o�� MIM ofto rvI sv✓I-(�H . 34.y2111 SIY,;.p cp° ISLAND PLAN VIiNTS - To 6�.�?>. vJALL I/4" = T i, 12, G1� GJ�1 I l0, G1� �L ICI. Gt� 0A_ � R�,�U LpW2 R22m1-tut ri � U N LSD iI I 0 1 ► Ln 2 CITY 97 RBI -- :N , io � % I I r 1, Nov 1"1986 BUILDh 4 /ZONING DEPT. �— �— —� �---- DESIGN DATA ROOF LOAD: 28 PSF (25# - A D.L.). WIND 20 PSF. N o 1 o I 1 o o �� STEE_ A-36: Fb = 24 K5I COMPACT SECTION, Ft = 22 KSI MW-COACT SECTION. CONNECTIONS WITHOUT SPECIAL INSPECTION: ALLOW LOADS 80% REDUCTION. WELD SHEAR = 18 x 8.5 = 9 KSI USING E-60. (ALL WELDS BY CERTIFIED WELDER). CONCRETE: fe' = 2,NO PSI, (fe = W PSI) MIN. 5.6 SACK MIS. a 28 DAYS. STEEL REBAR: f5 = 20 x 0.8 = 16 KSI, GRADE 48. SOIL BEARING = 2,8N PSF (TO BE VERIFIED BY CONTRACTOR). FOOTING TO BEAR ON UNDISTURBED SOIL. R04F DECK: MIN. YI U Fy = 33 KSI. Fb = 33 x 6.6 = 19.8 KSI. S = 0.216 IN3 PER FT. WIDTH RIBS IN TENSION. S = 0.319 IN3 PER FT. WIDTH RIBS IN COMPRESSION. GOVERNING CODE: UBC, 19M EDITION. CALL BLDG. DEPT. FOR INSPECTION BEFORE POURING CONG MIR �� MIN • CFI✓ �N a•-L FfFiNb. Q95 0 PUMP & TANK LAYOUT Tb.N ► __. LaYOUr I'Ip.Y Vp.R1' ��c 51TE PL�•N . 0 n 0 0 0 0 Z w � 3 � a 6 � m w N ht>C Z O N W e cam o O 6 O d too O V O H J Q U) Z Y Q Z Q J o CO) o 0 u o o Q c V s c o o c od o 0 a 0 0 -ITY OF RL-NTO0 12 / ZG E 0 I A SCALE V4- I APPROVED BY [DATE -I =,�ar�l :-�nnP L DRAWN BY REVISED DRAWING NUMBER �� ' =7 em- 86 DRAFTING FORM NO 101 '85