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HomeMy WebLinkAbout1512.28.1 . d 6►AM .. V f; iry I). A L L ROOT VIFAl 145 5 H A L L K S C©N N ECTF v TO 'STO K M V r_A1 NAaE VIA CO✓'r0(5VA^i-V PVC- FIF15 i -11(9,1ATUWF-), Z). ROOF VCAI W5 :>- H A L L. NflT 1311_ C0►4 ►v>rLTFr- -M 'F©IJNi>ACrt©t,t DIZAINs. Wa>�R'I�"fc N'r CAV" ri 77,5-0 /�V1_-2 7- Z_f7 a, S 7-D %"Y%�L II- `its "P/A. Z.U. 7_0 c�.os tt �i�ii� oPE/lUtilU 1ELEPHOH6 GOHPUIT TEL. M H''/' I Nv 2,11. (o& IJ IZn �TONI PRAI H S. 9. 5. D. Q RiM 31(0.1� B,M. 2" h AS 12 " wA1E�- 5" (,AHITARf SEWER W. U G U 0 CB• TEL. 12" 0P I�i . E. 4T -q � • T �, RIM 3`)0.31' O 7EL. M.U. S. D. LE(.iAL P6SC RIP IOH % LOT 2-, C171 ar KEHTG�4 &)Hor, PLAT NWMI'�EI� 352-(�I , KINCa C100Q Y, WA�HII�C��bN , SITUATED IN TH N. E. 1/4 OF rHE H. E. %q OF DEL-POH 70WN 4)HIP V3 H. , Kf! 140E S E. , WILLA- HE1'7F HF.rzinitk t tac t2t5_/Nnvnc-n IN Q U G G W. W. W. o W. W. UL,06A-T E NYpRAH? XI�I^I N� 51 htfkt_I� PER OP 96H 41j� 1=XI5'flN.(� SIfi�WA�K q � GIT'f �� m - - 124.51 ►1�.5 3ii• ° - - - - - - --+� - - - a - - - - - - - ga _ , 4 5 a 93, 0 -o 0' 83.:5 M'. _ 55.4SS - v .h. - d ! r �' CUhrt Mt CO A{ z i 2 3 teltrt W 4 5 Cp 7 8 9 10 II iN) Ito 17 IS tq 20 21 22 23 24 25 — — — — — — — 12 G 113 t; 14 C 15 — — — — — t7el YAW Ay — — - 9/.2 �C 2.5 27 az '4a �i ' % 45 S 5 32✓. �5.9 9 5 40 .5 27 2 5 op o z � 0. O : SEE A rA � �. ! � V- ; a4 a-7. 5-7 - _ N w . S ip a 2,5 20 4 I 3. 55 54 4,cA : II 3 13, 5 72 3.58 I (0 2 F yo 49 48 47 I 4!0 45 44 -N 3 I � 30 24 28 27 2 & _ 3 kN �.I� t I Ct i J�j q 5 vi�T 7 II �5n 3 • O 00 t-_ O® �. ct N M • ~ CCz W ---. C� O rJ Q N Cj uw W Cz LLJ ® W Q v? > CAw °6 %�c CN 00 C/) __j o-) W Q LU O QC-0 C.0 M Q ® w N s� W Q w , t- WN 2, -t- I / � tea+ I - >„ 1 Z` ir�I 00; /C 3 f 3 9 4 d /A./ I _a Q _ I ,L..> alL O /N/ 6 � _ o�I U/L D /lVG 24 `9 I 1.55 7ln' .(o(v . (oto Io4.lo� I. I(a to 14' �o 001 11 r TRAbFi 37a.o. _00I 4 --- - --- -- - 2 00� ---- �•pA xl r- W. 124.75' STRUCTURAL rIOTES° Soil Bearing: 2000 PSF All footings must rest on undisturbed earth. Exterior footings to extend 12" min, below finish grade. Design Loads: Roof 25 PSF r Wind 20 PSF to I Zoning: City of Renton Equivalent Fluid Pressure 30#/CF 3 I Zone: 2-1 Development Concrete: f'c - 2000 PSI O Height f'c - 900 PSI, 5 sack mix Front Yard CMU Block N-1 f'm = 1350 PSI, Grout to be 2000 PS:` Side Yards j Type S 'Mortar i Rear Yard Use Reinforcing Steel: fs = 16,000 PSI (ASTM A615,Gr. 40) lap bars 30 diameters provide elbow bars at all corners Parking place steel ac shown in drawings and firmly in place whil Access Driv--waAs) pouring concrete Width Embedment Stecl: Footing 3" Number Wall Earthface 2" Parking spaces Walls exposed to weather 12" Walls inside face 3/4" Landscaping Framing Lumber: All wood framings are non -bearing. Trust Joist: Submit shop drawings to Architect and Building Dcpt. approval prior to fabrication and erection. HIM �, CA 1, P, Allowed Proposed 951/35' 22' ±- 10' landscaped 10' - 14' landsca poo 83 . G' ov call N.R. 48.051/1 .0' N.R. 8' O.K. Tire Repair Shop - Bldg. I Uncesignatoo - Bldg. II O.K. Retail Market - Bldg. III 40% x 331.222 lin.ft.= 132.49 lin.ft. 80 lin.ft. 30' 40' par file No. PP-121-80 2/330' 2 5.5 stalls/1000 s.f. x 11952 s.f.=64.52 66 5% x 1 1 , 188 F- 559s . f . 799 s.f, E4 DUMPS -,Tr- Ste. -7-11 <A.5) I I QN s C1 I r F � " Nt W 'TYPE" Ck e-❑ irXI.>"I- IVc CA"tGid EA�P)N ``Z �k` f :a► Z GOt OU N P E t- tr YAJ_ V t\i . v "'-9'4 G C S£17 CUN-r6UR - (FtN15k ARAi?E� �7 9 4 1 N IS N GKAM 5T l.OYA fi"fON _3 '� ZN1�►G�4Tl✓S �IR�GT'Iat`� o� �11N61"� G z Code 7a1 U.B.C. O 1~�PKA Wa,f I I I I IA_ r Y p�A►nl1vEaE I I j 9 /8t Bldg. I. Bldg. II. Bldg. III. > V_pr?AINAe-C 11Z7i U: H -4 B-2 B-2 w RSV• f�E2Mrr GCit_ .81 Proposed sq.ft. 3,800 s.f. 5,652 s.f. 2,500 s.f. Cr L EY p2AIINA6R_ LA Construction Type VN VN VN DATE JUL"' I981 Allowable Sq.Ft. 3,800 s.f. x 33% 6,000 s.f. x 33% 6,000 s.f. x 33% Allowable Freight 1 story 2 story 2 story Proposed Height 1 story 1 story 1 story Separation 1 hr. to B-2 1 hr. to H-4 N �I /till Exterior Walls 2 hr. less than 10' 1 hr. less than 10' 1 hr. less than 10' (2 sides) Cccup, nc\ 1 occ/100 c.f. = 38 1 occ/30 c.f. = 188 1 occ/30 s.f. _ occ. maximum 83.33 occ. max. 1 occ/100 s.f. = 56 JOB NO.IV5/jt SHEET OF &F- � F