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HomeMy WebLinkAboutPermit 4789 - Birthdays - Tenant ImprovementCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT T.I. 17312 Southcenter Py Retail Trammell Crow Company 5601 6th Avenue S. S J Construction P.O. Box 600 PERMIT # Control # 87 -187 (512) Suit €. # Tenant 13.1131HDAYS Assessors Acc':unt # 262304- 9079 -0 Phone # 767 -4750 Zip _gno8 Phone # 232 -9825 Mercer ,T . Zip 98040 Seattle FOR BUILDING PERMIT ONLY A omve = Tcciiancp h S7. Ft. Ti tom. Office Warehouse Retail Other Occ. Load 380 __3fi ?0 _1110 R-2 11R 2nd F1. -3rd F1. Total Fire Protection: x c�i Sprinklers [] Detectors Zoning C -2 Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ _ 2nd F1. sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction Bldg. Permit Fee Plan Chock Fee Demolition Surcharges Other Other Receipt #gO /G Receipt #24z1... Receipt # Receipt # (p i Receipt # # $ 17,000 $ 180.00 1, EL TOTAL $ FOR SIGN PERMIT ONLY [] Permanent [J Temporary [] Single Face Double Face Wall Mounted [j Free Standing [] Other Building face Setbacks: Front Square Footage of each sign face Special Conditions Side Side Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITNIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THI TYPE �OFWORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE id__ C1i E "� PP IONS ANY / OTHER STATE OR LOCAL LAW REGULATING CCN UCTION THE PERFORMANCE OF CONSTRUCTION. Signed_, ; / c��� Date 1:L ,1) LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of t'+.. Business and Professions Code, and my license Is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the prcperty, or my employees, with wages as their sole compensation, will do the work, and the :tr•ucture is not 'ntended or offered for sale. Owner (signature) ( ) 1 as owner of pr erty, am a lr}rjrrelyfyontractjhg with licensed contractor's to construct the r ject. ~ Date /2, Z --- -. 64ftN filterViCa"JSt:Jt'mOaVtuww.M CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection " F--;024v/1---- � Site Address /y3 /ZT`Seve4.--e-..�ZEae- 41--�'cy Requestorit'iaag___ Special Instructions INSPECT)9N RECORD ? PERMIT # /79 Date iP / /y/ 7 Date Wanted ,?//07 Project gA-254445 Phone # • a.m. a.m. Inspection Results /Comments: Inspector 4-?//t- Date /02//0,7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /;17,0w,� /A-reaall 4/4 i Site Address /7,3/2 S06,,Ne 41.4416y Requestor SGmzr' Jbn -e-s Special Instructions INSPECTrN RECORD PERMIT # y7 eY Date 7/2/ g 7 Date Wanted 7/077 (9) p.m. Project a s vo �'ea e Phone # 997 -7073 .2 3,2 - 98.2 5 Inspection Results /Co ments: a/11 cePej-CiV Inspector %leL: -I -Z Date 7/ Vr7 4 ' C.e.t•h "�'(,fS,4vjSdi CITY OF TUKWILA Building Division 6200 Tukwila,tWsshinatonu198188 (206) 433 -1849 h t' tv: Yb' 4t' x:. Y1tiY01.13.1.46cner ,.k:cWW:xcmMwissklexa iCtaxvrrx4Ma'uiaVC ML.ZCE:s4�•:Y, ,j;t,:.J.,c;+.Y.•.S"1�.. ':f•'_'L��i Y INSPECTN RECORD PERMIT # 4767 Date 7- / - Type of Inspection Fi��4,, c�,�t/ lit44 o�„ /J'i ('_ Date Wanted '-T .ej 7/2/J)7 Site Address / 73 I Z �cru�e.�e,ki P Project Q vet { Requestor S'�� / Phone # - 3 z.- ?buds"' i grid ( d - o- f . d_o, 0-v- Special Instructions Inspection Results /Comments: /--fr-acv/ r v we/f/ D"k G "© Cep gtraw4eer (are,e c ro�, /1/f) G /e�L Inspector )6144/ 4L;;;› Date 7A /P7 Permit No. �� Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 '7 Job Address AT /73/;2 'rourlie" 'Ii tr/fj, CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. ,) i /3„ / S / ". 1 is � (-1* •rt G lP Signed Building Offie /Inspector 7; CITY OF TUKILA Central Permit System Control No. V. / F 7 Permit No. / 1' FINAL APPROVAL FORM TO: ❑ Building El Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation Project Name HI r -I tv1( Address / 3 I Type of Permit(s) T. 17 P This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: )(AirV.A/ 1-I >_I 14,A r Authorized Signature Date I- This project is approved by this department: Authorized Signature Date CPS Form 3 • ff; • CITY OF TUkL. ILA Central Permit System ,aontrol No. 8 7— / Permit No. (/7g9 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/ Recreation Project Name "< ' 5 Address / % 5 °z, 5:- c°� Type of Permit(s) J ,_r This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the () () () () () () () () () () () () following corrections are necessary: Authorized Signature Date J This project is approved by this department: Authorized Signature r7 -- re, Date CPS Form 3 4. June 18, 1987 Fire Department Review Control NO 87-187 Re: Birthdays - 17312 8outhcenter Pkwy Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A9 10 8:C) dry chemical type. Travel distance to any fire extinguisher. must be 75' or less, (NFPA 109 3-1.1 and UFC 10.301b) 2° Extinguishers shall be located so as to be in plain yiew (if at all possible), or if not in plain viewv they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. • (NFPA 10, 1-6"3) 3. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12"114. • Exit doors shall be openablefrom the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 4. EXIT signs shall be installed at required exit • doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4". (UFC 12.114a & 12.114b) 5. Maintain sprinkler protection for all enclosed •areas. (NFPA 13, 4-1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk insurers, then by the Tukwila Fire Department. No Page. number 2 spr•i n4::1 er work shall c:ramrcience without approved drawings. •(City Ordinance *1 141: & N F'A 1.3, 1-- 9.1)• b. 1111 electrical wiring • is to be inspected by the State Electrical inspector, Washington State Department of Labor °& Inclustries. The .Tukwila F i re Prevention EUreau Fire Rating 1 HR �x. CE LIiVG'_ \\N, GA File No. RC 2500 SKETCH AND DESIGN DATA DETAILED DESCRIPTION Construction Type: Gypsum Board, Steel Channel Joists, Insulation, Built -up Roofing CEILING: Two layers of 1/2" type X gypsum wallboard or veneer base applied at right angles to flanges of 18 gage, 71/4" deep channel joists 24" o.c. All end joints located midway between joists with all Joints in each adjacent row and layer offset 24 ". Base layer attached with 1" type S -12 drywall screws 12" o.c. set back 3/4" from edges. Face layer attached with 1%" type S -12 drywall screws 12" o.c. set back 3/4" from edges. End joints at- tached to base layer with 11/2" type G drywall screws 12" o.c. set back 3/4" from joint. ROOF: 28 gage galvanized steel form units support 1/2" gypsum sheathing applied at right angles to units with end joints offset 24" and fastened to units with 15/8" type S drywall screws 24" o.c. In both directions. Two layers 27/16" glass fiber insulation board 8.5 pcf (approximate) applied parallel to steel units, End joints of adjacent rows of insulation offset 16 ", joints between layers offset 18" on long edge and 8" on short edge. Base layer attached with 3 mechanical fasteners per piece to steel units. Top layer secured to base layer -with hot'esptialt o� col"'tar'"pitbh"',^ Class A, B or..C- btitlt=up roof covering. RC 2601 Construction Type: Gypsum Board, Wood Joists, Built -up Roofing Base layer %" type X gypsum wallboard applied at right angles to wood joists 24" o.c. with 11/4" type S drywall screws 24" o.c. Face layer 5/8" type X gypsum wallboard or veneer base applied at right angles to joists through base layer with 11/4" type S drywall screws 12" o.c. at joints and intermediate joists. Face layer joints offset 24" from base layer joints. 11/2" type G drywall screws plac- ed 2" back on either side of face layer end joints, 12" o.c. 1/2" plywood with exterior glue applied at right angles to top of joists with 8d nails. Class A, B or C built -up roof covering. Ceiling pro- vides one hour fire resistance protection for wood framing. Approx. Ceiling Weight: 4 psf Fire Test: UL NC 505-9 Design P 512, 12 -11 -80 Approx. Ceiling Weight: 5 psf Fire Test: See FC 5406 • G RECEIVED TY OF tuttwNu► JUN 181987 same ow 56 J � EXTERIOR` WAL Fire Sound GA Rating Rating File STC No. 1 HR 35 to 39 WP 8105 N,„ DETAILED DESCRIPTION -- _ SKETCH AND DESIGN DATA Pie* Sound Construction Type: Gypsum Wallboard, Gypsum Sheathing, Wood Studs Interior side: One layer 5 /8" type X gypsum wallboard or water resistant backer board or veneer base applied parallel with or at right angles to 2 x 4 wood studs, 24" o.c. with 6d coated nails 17 /s" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints of square edge or bevel edge wallboard may be left exposed. Exterior side: One layer %" type X gypsum sheathing, 48" wide, applied parallel to studs with galv roofing nails, 13/4" long, 0.120" shank, 7/16" or 1/2" heads, 7" o.c. in field, 4" o,c, perimeter. Wallboard and sheathing nailed to top and bottom plates at 7" o.c. Exterior cladding to be attached through sheathing to studs. (LOAD- BEARING) Thickness: 43/4" Approx. Weight: 7 psf Fire Test: See WP 3510 Sound Test: See WP 3510 Insulation: See page 6, Se, ion 10.1. WP 8124 (g,w,) Goltstruction-Type:, Gypsum Wallboard, Polyethylene Film, __ Wood Studd; GI'ass Fiber; •Foa'ii Plastic Boards, Plywood Siding Interior side; 5/8" type X gypsum wallboard applied over 6 mil polyethylene film and parallel to 2 x 4 wood studs 16" o.c. with 6d smooth bright nails 2" long, 0.115" shank, 0.265" head, 8" o.c. Unfaced 35/8" glass fiber 0.97 pcf friction fit in stud space. Exterior side; 1" proprietary aluminum foil faced, glass reinforc- ed isocyanurate foam plastic sheathing applied parallel to studs with 11 ga galvanized roofing nails, 11/2" long, 0.122" shank, 0.428" head, 12" o.c. in field, 8" o.c. around perimeter. 5/8" plywood siding panels applied parallel to studs with 10d galvaniz- ed common nails, 3" long, 0,135" shank, 0.307" head, 12" o.c. in field, 6" o.c. around perimeter. Rating based on the lesser of loading to 2327 Ibs /stud or 83% of full design load. (LOAD- BEARING) Fire Side 1111111111111111 iy /�a�►iaoti Thickness: 53/4" Approx. Weight: 6 psf Fire Test: OSU 6534, 3 -12 -79 WP 8125 (g,w) Construction Type: Gypsum Wallboard, Foam Plastic Boards, Wood Studs, Glass Fiber, Wood Fiberboard, Plywood Siding Interior base layer 1" proprietary aluminum foil faced, glass rein- forced isocyanurate foam plastic applied parallel to 2 x 4 wood studs 16" o.c. with 11 ga galvanized roofing nails, 11/2" long, 0.122" shank, 0.428" head, 12" o.c, In field, 8" o.c. around perimeter with joints taped with 2" wide pressure sensitive aluminum foil tape. Face layer 5/8" type X gypsum wallboard ap- plied parallel to studs with 10d smooth bright box nails, 3" long, 0.128" shank, 0.295" head, 8" o.c. Unfaced 3%" glass fiber, 0.97 pcf friction fit in stud space. Exterior side 1/2" intermediate grade fiberboard sheathing applied parallel to studs with 11 ga galvaniz- ed roofing nails, 11/2" long, 0.122" shank, 0.428" head, 6" o.c, in field, 3" o.c. around perimeter. %" plywood siding panels ap- plied parallel to studs with 8d galvanized box nails, 21/2" long, 0.104" shank, 0.255" head, 12" o.c. in field, 6" o.c, around perimeter. Rating based on the lesser of loading to 2104 Ibs /stud or 75% of full design load. (LOAD - BEARING) Fire Side 6.9.57"12692, TIM !EL Thickness: 61/4" Approx. Weight: 7 psf Fire Test: OSU 6535, 2 -28 -79 2 HR 50 to 54 WP 8201 (g,w) Construction Type: Gypsum Wallboard, Wood Furring, Foam Plastic Boards, Lightweight Concrete Block 21/4" proprietary aluminum foil faced, glass reinforced iso- cyanurate foam plastic boards applied vertically with 1/4" beads of construction grade adhesive, 16" o.c. (4 per board width) over nominal 8" x 8" x 16" lightweight 2 cell concrete block (55% solid concrete) with %" type N mortar joints. 1" x 2" vertical wood furring 24" o.c. applied over foam plastic boards with 4" x 3/16" concrete fasteners 24" o.c. %" type X gypsum wallboard applied parallel to furring with 6d smooth bright nails 2" long, 0.115" shank, 0.265" head, 8" o.c. with joints taped. Wall loaded to 271 psi. (LOAD - BEARING) Fire Side Th'ckness: 11%" Approx. Weight: 37 psf Fire Test: OSU 6536, 3-19-79 42 2.-Li (47 s c `.l)//%'-n 7-4?/, . « ,i/ 33.- 1, / �'." 7;-2.7,9/ . Gv i -/ ; c' e k-, [: 5 s4 d // IA hoZ- ,4.5- 5 274 .ro 2. 35/ > `--, •." .c: ' l4 o,- ,,,Z- k,p 5 e - elt e 1. Zv r'o,. -, 4 ./.4,17.C.7:4 $-a_ e 'e i ra-J -) 3 5c79'(). X G .? ., 32 " Gam- r G - ,- t-,: -. - k/6" e-/Covs 0-0 54s, ;le h // P ,,c a� $ee, n7 33D4/ 1 ). C : !- ;, 4i-)r c..;C 2r_µ_ . . ii r.,e) ...-ta.t? G G4 1-1.6,:• ' .. ' 42 41001 _ ..tee i4'Y ...25 l -; . 1 iii 1►7r rj• ice' ,t, .� =r 5/2g/7'7 :51, r1' e'e!<�O /a/ - �G/D G'S ce ' u r;-eve" 4 -G _. 49 ,• .Gl 'C /j/ �- .7 t P.k1 �-� ey . �? �� 0-vt, - o CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 • (2961 433 -1845 BUI" SING PERMIT APPLIC TION Control N�-j;% Site Address /'7j/4 £Q,7 - C.L--, ■r- r Ac�.rv�cJcL J Suite# Floor# Project Name /Tenant bo- ri`0o.7,j �1 (e...�c. / ii' t r_rk4t is Valuation of Construction �r'iC /0 Assessors Account# Property Owner TIY� e,�.Lp [ ( Cr() ,.J (O My c_.. y Phone 76;2 - ' 710 Address St 10/ 6 r - l . " Aoc . t. � Y e 4) . Zip 91/&/ Applicant f'c ,.. c n r a,(n oL /e_ Phone Address Zip Architect /Engineer Phone Address Zip Contractor .(.,j Cotil 1 tocrita, License# f J COAT Ae/i//VAV Phone 2J.2 - Q/',Zf Address /6.0. >, 6'D0 // /L(PJ'Cc'_.r „2r /e. f l.,) Zip A/'avo Class of Work: 0 New a Addition Er Tenant Improvement [] Remodel (residential) El Reroof ❑ Demolition 0 Interior Demolition 0 Other Describe work to be done , „ ,r-r c) (- e_l o,( ( /'e rtB Uc;L ( (),!' f i G_ (( a r U ()IC CG-4-/N P i . =� 1' Tip (f rLr p .-. 4917 Track: /-or (f34.7-1;.1 /J c< <. T.,:, f Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building .;,?y�;;s` °° Square footage of tenant space f/dU6J jet Building Use /2 t TG-t'( Will there be a change of use? Yes arc; If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes L No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S UTHORIZATION TO DO THIS WORK. i Agent 6-/a6/4V i ✓��% Applicant/Authorized 11 Date ppl cant /Authorized (signature) C-- - -���� 1f (print name) 416Oid (10 (,mac -r Contact Person (please print) /Jac) , 6( /7. 47eP. <,c f' Phone 76.2 - V2i0 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 150,00 Receipt# 80/c, Date Paid 4 - )/ -b"► Plan Check Fee (000/345.830) 11.7, (f) Receipt# l,- /-23 Date Paid i_2„:-/-5--a--7 Bldg Code Sur Charge (000/386.904) 1.50 Receipt# v n l6 Date Paid 6,., /•s Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL gCf' (OWES: $ ) ,50 SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota.e of Entir- Buildin•: FL00 USE Occ T .: SI.FT. IAD USE Occ T 1: SI.FT, LOAD USE Occ T 8: Si FT OCC 11_1 1 AL SS.FT. 'L OCC. Pal mmE,A�] + 7 lNA RTAr Tali I MEV OV ' q, UUU // . TOTA TRACKING 1 ' . 1' I, 1 OM •N 'E; BLDG '\yr``1 �'1 ,c^ I 'pprove• or ssuance AMR ype o onst. To Mahan: ate Approved: FIRE �,,,,{{�� JVu� ' Vin �b r (2 (to A/") 10 \` Approved (Initials) Per letter dated Fire Protection: Sprinklers ❑Detectors 5 ( Z PLNG Approved (Initials) Q BAR ❑ LAND USE /SEP' I'1 ONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated fa ED CT ree: ere, efie$4.4eee, r- I ler7,71) " 110eA5,feertr 1.1 _ APP r4r,v4 wr- t A • •••=-' i 4..qc 60i Le 1-4:4.4F: rFeavirts.. et• - \,f5: VNI/PCC4r.:"., :;" • , r-- t7 r-' 2vg ."citt.,71- r-3'1.1 P-4 -r . . . • ;1 • •,#) FLOOR PLAN rA.:16.1..-e: 17:651 1 • ....... .........■+..... 4.,--,........ .............. ...4........ ....1.11.• .1*..... .....t...,■1“.. ..1, R r 4 ‘R' ain 11....• • .4. ael..• •.I...• • .411.0. &X •••• ii . io.a.4.•.4 rewmaasi t 11, / - - - -- - - }-40.rt!.: .,'..ivr-: 1 rtu..7,0r-rf-4-r;.5- ," ,er Hal' . eKrT -c-/ f4540 .t.vr:31,A41 L1 Py..TLI ;2e- 11-i ,41-‘0,11C. pe4N. 4,5 1(.." AP-71:7/.1 rc, vy/ A 17 Firy4 6srrplonc12-; iso,r) 13°x17 roKA.Am 1-LAVC)1/N441 I I understand that FILE COPY the Man Check approvals 7:re subject to errors and omissions and approv6I of plans does not authorize the violation cf a‘ly adopted code or ordinance 1:2celpt o; contractor's copy of apprcy d plans acknowledged., / By ..... . ...c....;-'... - That portion of the southeast quarter of the southwest quarter are! of southwest quarter of the southeast quarter of Secticn 26, Townhip 23 Range 4 East, Willvette Meridian, King County, Washingtoo, described follows: WALL SECTIONS i/f.4 r-4:f.„?.% teL,,edf"' j; 'ff/ RS. 1;:. 6-; -r•4 1-4 ri-116,44.r Hy./ Er:Xi ,N,72 Li"..4!-:".11 4,11 t% , 6't y. 4e, fo efe12.5.,!) T !k,l, 4t, rE 1. 1:: L-T 6e)-i-rV,401..-: ;(KrrtN ; ), F1 +-"I•F' ;:rZe-e-40\./t±, ‘A/A. 0, t,4,/,) - F.5. ...■•:". r:2A)12e, I I-46;1 :-7-F:_S.10 1?) r,":b:k`.7.1e". ; Tao , t/e..-- 5-1 .1 et-r. !.v#6.N.-; ;4 Hv/ c-„,1 /474:,:ik:i -re) -re) (41/;:17. IS. r-.30 te.1/4. )1*11'. Ir.,..*461g. or -tt-ir,v.-42.":1--?1 r:/m:rto-i vqi-4 -4 p'LiAH Lir To wail-, dc,..orf.rr /1.)(.1..0 110-15L4t, t81/41/ K- I 4-1/ tt, X WO, IC a ---tf,r-cutzr,_ ITtv--Y, &It-ta12144i:7- Fwin 1: C4f cle.J k-7 Fol tl".4 \ ff.51J0C..;4(11-48. 4.0') Apr, r4z)/ 1-10-47 - 149 tw,A•T FA0Lit-rr VAR:4e- L.-41-1P Att, Es;- Beginning at the northwest corner of the southeast quarter of said Section 26; Thence South 87°55.C?" East along the north line of said south- east quarter of the southwest quarter a distance of 140.16 feet; Thence South 01°12'251 West parallel to the west line of said southeast quarter a distance of 490.00 feet; Thence North 8847'35 West a distance of 738.90 feet to a point on the easterly margin of Southcenter Parkway; Thence North 11°59'33' West lore) said easterly eeargin a distance of 7.73 feet to a point of curvature; Thence continuing along said easterly margin, alcre a cueee te the right havinl a radius of 919.37 feet an arc distance of 21',.1.75 feet through a central angle of 1308'08'; Thence North 01'03351 East along said eesterly margin a distance of 285.11 feet to the north line of the southeast wearter of the southwest learter of said Section 26; Therce Scut h 87'55'5r East aleng said north 1:n: a 625.20 feet to the west line of the southwest quarter o` the southeast quarter of said Section 26 and the true point of beginning. TOGE7vER WITH a portion of building and improvewents situated upon the followi-,1 described parcel of 'and: "is/ r-: -r f',,g • I r---'-V1 He>, 1'24 -.4'1: 24-2F-'`',55r5 I t-1 414/1 sr- aim, 1-1:e;iez. 4,-1. I c cc - t,4 4, x- st, if5 11-4Tr:ve,frmte Ha L.4 Hai .pet lee4 2)4. 11) -117r Beginning at a point on the south line of tract which hears North 88°4735" West a from the southeast corner thereof; Thence South 020407" West a distance of Thence North 87°555j" west a distance of Thence South 0204'07" West a distance of Thence North 87'5553" West a distance of Thence South 02°0407" West a distance cf Thence North A7°55'53" West a distance of Thence South 02°0407" West 4 dictance of Thence North g7°55'53" West a distance of more or less, to a point.on the easterly Southcenter Part,evay; Thence North 11459'33" West along said ea a distance of 267.00 feet, more or less, west corner of the above described tract; Thence South 8A°47'35" East along the sou above described tract a distance of 648.9 True Point of Beginning. the ahove descrited dista,lce of 90.00 fe 95.00 feet; 205.00 feet; 40.00 feet; 20.00 feet; 100.00 feet; 26.00 feet; 2$3.flO feet: 428.00 feet, margin of sterly rargin to the south- th line of the 0 feet to the D:Inalt!CO•00111T COMPANY I.7 g li I : 1 1 , 6 H !,