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Permit 4538 - Kaiser Development Company - Boeing Vending
CITY OF TUKWILA Building Division, 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done T.I. Site Address 12674 Gateway Dr Building Use Office /Warehouse BUILDING PERMIT PERMIT # 47/5 -3 Control # 86 -338 (512) Suite # Tenant Boeing Vending Assessors Account # 000480 - 0006 -03, 0004 -05 Phone #(415) 271 -5767 Zip 94643 Phone # 367 -9393 Zip 98125 Property Owner Kaiser Development Company Address 300 Lakeside Dr, Oakland, CA Contractor SSG Corporation Address 12535 - 15th Ave N.E., Seattle, WA FOR BUILDING PERMIT ONLY A roved for issuance b Sq. Ft. Offi Office Storage/ e Warehouse Retail Other lac. Load 1st Fl. 13592 7258 6 -2 162 2nd Fl. 3rd Fl. Total Fire Protection:(] Sprinklers C1 Detectors Zoning M -1 Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $_ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 210,000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #L/5JU1 $ 1,024.00 Receipt #3640 $ 665.00 Receipt # $ Receipt #4,4;;;‘) $ 1.50 Receipt # $ Receipt # $ $ 1,690.50 FOR SIGN PERMIT ONLY [[ Permanent J Temporary 0 Single Face (] Double Face [] Wall Mounted 0 Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I 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 THIS TYPE OF WORK t COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO CANCF,I THE 'Rig OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTFUCT10$ OR THE PERFORMANCE OF CONSTRUCTION. /( f� Date "/ / Zl I ENSED CONTRACTORS DECLARATION Business and Professions Code, and my )icen;! is in full force and effect. VIOLATE OR YSigned__ 1 hereby affirm that 1 am li A Contractor (signature) ensed un r provi Date �/ 2/ 8 6 OWNER- BUILDER DECLARATION ( ) 1, as owner of the pro ty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date Carlson Associates 12/18/86 City of Tukwila Dept of Bldg. 6200 Southcenter Blvd. Tukwila Wa. 98188 Res Boeing 'a:Veriding Kaiser Gateway, .:,Bldg. ;:; 2 12674 Gateway Dr. Tukwila Wa. Permit .:#.;4:538,, ;c Gentlemen: P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 RECEWF:D CITY OF TUKWILA LV » 2 2 1996 BUILDING tEPtI We certify that all required iispections have been made and that to the best of our knowledge all items under our surveillance co- mply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 11/25/86 & 12/5/86 on the above project. Sincerely, Frank W. Carlson cc: S.S.G. Corp. Mackenzie /Saito. Construction Inspection & Related Tests Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE �, STRUCTURAL STEEL ❑, ` +� %�� >'' /t' 1'� � PROJECT JD2i /) �`' f�i~. /J/� //�'':- x'774/ � /( %� - .` /1/1 -'i! Y l Lam/ N G JOB NO P / ADDRESS/767 �% t� 7'i /�TrL�% %3�I �l . fez]) / 1./'+ PERMIT NO ARCHITECT CIS-36 4111 007 fi / c /$&/7� FABRICATOR CONTRACTOR C" "(..G INSPECTOR DATE REPORT /J -gl -') 1/ f .Trr;)N C. ._/jl S,',: 1 .', . , I ;'�f''Y ( //•/ / /%1�Sa/J)1-'t1 /'r4i1l `,', ' ;rte' ^i_a 4/L 7. / e 67" F 6 1 1''r i / r L. //l �ti ///r//1'/ /U�1ri ()/ /f1 / c• 1 / %��1,f?� /%� /7 f /d4-rt . LY�.>74 /! //lr'rr //%Jt, /I`" ' /'�7 6, (//)5 �L/ %i? €4.-/r (/'U'; 2(�-;*JJ Jill) z r /UG� 7c 1. /v /) ;t/i. ` ' / /t >��11, r1 , F /+/ l f,17 (-It " <4111,1 r ), d-4-17- 3;4 -n. s. 7 / /l/ /O ri// /•,% C: / /(/// / / I , f I 1 t l t L,G r. , t L? (/ / /..., }r ( (. a al. 7111 r` ► - ; WA (A K,J, P I ,b r � I N S / 1 ;11 - -I ?--i MI t'( ( /A 4 . %� f.,( l 1-'1-7-- b to (~�f.►,i1 -t ,.. l 19f)J/tt4' I, ) . r 4Sort 7 11 el id .rte , , ei f/ 7- / (v 5 ? 5''iP if 5 .-- • 5 1C g- 11.41,1 ► u 0,'j % '-r? ,,rrz li1`N .%ite rt.9,1./ cii Ai(x_ Ci)/J 5 i?'!) G1 . 0,41 MI. 1.4 114,I1-'J)1 fl-11 9 (31.1 1111 491PA/fx41_.. eja51 4r4 %c -5 7 60.4 40111 -5. 11 tr I) "° ('-- -Z Ai! 6 / % A o c t -Y1 -1-4. S /'c vv f .1. I- . 51,r5 au xx'P ►('1 a>i i 4vt L.(S` -t) / lr i -f. 1:15,1} . 14).-t c A . � � '� A--51 42 4 ry ?4,14-, Yll <9 �f71 zt�TS C l nt.rf,t ':41;a► . j -ii'+ ? t'iZ , /;ll Cs- !-,C • ar- ;'.' ill <'-& i t.. I N 114 4V1k,l,C '(.6'f' i.4 ' i ve" INSPECTOR 1 DATE REPORT (14-13 ry/Pr /:adatiza“ /9--/G. 77-if 1if Cr? e:-/C4.- 9. 7--/d it Carlson Associates ,nstruction Inspection & Related Tests Mortar REPORT OF EXIXTEST SPECIMENS Date Molded: 12/5 , 19 86 Job. No. CA 518 Client: S.S.G. Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 7393 Project Boeing Vending, Kaiser Gateway Address. 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub- Contractor. Architect: Mackenzie /Saito Engineer: same Concrete Supplier: Job mix Cost by: Mark Jeong Weather: Rain Temp. high: 42 Temp. low: CM top lift on north wall for vault. Location of Concrete Placement. Strength Requirement: 1800 PSI @ 28 Cement Type: 1 Admix, Amount: Coarse agg. size :. Type: days Slump: workable No. of sacks. Entrained Air Brand. Fine Agg. Size• bldg. sand Brand: Admix, Amount: Specimen No. Specimen Type Test P Days Register Number Dot. Reed. Dots Tested Total Lood Auto Unit Lood PSI Report No. M 4 A 8 2 x 4 7 1895 12/6 12/12 5800 3.14 1850 7 28 1896 1/2 C 28 1897 1/2 D E F Remarks: 1 part cement, 1/2 part lime, •2 1/2 part bldg. sand. Type S mortar FRA K W. CARLSON Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 12/5 , 19 86 Client• S.S.G. Corp. Project: Job. No CA 518 Contractor: t' onstruction Inspection N Related Tests RECE.I'. Y 'Y OF TUEWIL,A BOX 3443 :KIRKLAND , `1NASHINGTON 98083 (206) 820 -1018 BUILDING 31 I,1EP't'., PERMIT NO. 7393 Boeing Vending, Kaiser Gateway Address• 12674 Gateway Dr. Tukwila Wa. S.S.G. Corp. Sub-Contractor Architect: Mackenzie /Saito Engineer. same Concrete Supplier: Pioneer Cast by Mark Jeong Weather: Rain Temp. high: 42 Temp. low. Location of Concrete Placement CMU wall top lift on north of vault wall and balance in interior wall top lift. Strength Requirement: 2500 PSI @ 28 days Slump. f/C Cement Type: I No. of sacks. 7 Admix, Amount: Brand: Admix, Amount; Coarse agg. size. 3/8 Type: natural Entrained Air Brand. Fine Agg. Size. bldg. Specimen No. Speclm.n Typ. Test @ Doys Register Number Dote Reed. Daft Tested Total Load A1.o Unit Loud PSI Report No. G 4 A 4 x 4 prism 7 1892 12/6 12/12 61,000 16.0 3810 6 B 28 1893 1/2 C 28 1894 1/2 D E F Remarks. 9 cy placed. FRANK W. CARLSON Carlson Associates , 7 ( Instruction Inspection B Related Testi REPORT OF CONCRETE TEST SPECIMENS Dote Molded. 11125 , 19 86 Job. No. _CA 518 CITY OF Tui(Ack. BOX 3443 KIRKLAND, WASHINGTON 98083 4206) 820 -1018 BUILDING D iRk IT NO. 4538 Client. S.S.G. Corp. Project. Boeing Vending, Kaiser Gateway Bldg. 2 Address. 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp . Sub-Contractor. Architect: Engineer: Engineer: Same Concrete Supplier: Stoneway Cast by Mark Jeong Weather: Partly cloudy Temp. high: 45 Masonry wall footing for vault. Location of Concrete Placement: Temp. low: Strength Requirement: 3000 PSI kt 28 days Slump. Cement Type: 1 No. of sacks: design mix #2 Entrained Air Admix, Amount: 5 oz/yd 3 Brand: WRA Admix, Amount: 4,, Brand. Coarse agg. size: 7/8 Type: natural Fine Agg. Size. bldg. Specimen No. Specimen Type Test (i Doys Register Number Date R.c'd. Date Tested Total Lood Area Unit Lood PSI Report No. 1 A 6 x 12 cyl 7 1865 11/26 12/2 106,000 28.27 3750 1 B 28 1866 12/23 133,000 4710 8 c 28 1867 12/23 136.000 4810 8 D E F Remarks: 17 cy placed. FRANK W. CARLSON Carlson Associates Construction Inspection & Related Tests • w : CITY OF r+.r "A �: tiri, ?1K �k Mortar REPORT ODOCIRMXK}tTEST SPECIMENS Date Molded: 12/2 , 19 86 Client. S.S.G. Corp. Job. No P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 BUILDING D % (206) 820 -1018 CA 518 PERMIT NO 4538 Project: Boeing Vending, Kaiser Gateway, Bldg. 2 Address: 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub- Contractor: Architect: Mackenzie /Saito Engineer: same Concrete Supplier: _ Job mix Cost by: Mark Jeong Weather: Fair Temp. high: 42 Temp. low. Location of Concrete Placement: CMU wall 1st lift for vault. Strength Requirement: 1800 PSI @ 28 days Cement Type: Admix, Amount: Coarse agg. size. Brand: No. of sacks' Type: Admix, Amount: Slump. workable Entrained Air Brand. Fine Agg. Size: hi rim 51 nd Specimen No. 5pucim.n Typ. Test @ Doys R.pist.r Numb.; Dot. R.e'd. Dot. T.st.d Tool Lood Ar.o Unit Load PSI R.port No. M2 A 2 x 4 cyl 7 1880 12/3 12/9 4800 3.14 1530 2880 2 9 B 28 1881 12/30 9050 C 28 1882 12/30 10.000 3180 9 D E F Remarks' 1 part cement, 1/2 part lime, 2 1/2 part bldg. sand Type S mortar FRANK W. CARLSON C Carlson Associates .:onstruction Inspection 9 Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 12/2 , 19 86 Client. S.S.G. Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820.1018 Job. No. CA 518 PERMIT NO. 4538 Project. Boeing Vending, Kaiser Gateway, Bldg. 2 Address• 12674 Gateway Dr. Tukwila Wa. Contractor. S. S.G. Corp. Sub-Contractor Architect: Mackenzie /Saito Engineer: same Concrete Supplier: Pioneer Cast by: Mark Jeong Weather: Fair Temp. high• 42 Temp. low. Location of Concrete Placement' CMU wall 1st lift on vault. Strength Requirement: 2500 PSI @ 28 days Slump' f/C Cement Type: I No. of socks• 7 Entrained Air Admix, Amount: Coarse agg. size. Brand : 3/8 Type: Admix, Amount: Brand. natural Fine Agg. Size. bldg. Specimen No. Specimen Type Test ft Days Register Number Dot, R.e'd. Dot. Tested Total Load Ar•o Unit Load PSI Report No. G2 A 6 x 12 cyl 7 1877 12/3 12/9 62,500 28.27 2210 3 8 28 1878 12/30 115,000 4070 10 C 28 18 ?9 12/30 117,000 4140 10 D E F Remarks: 7 1/2 cy placed. FRANK W. CARLSON Carlson Associates RECEIVED CITY OF 3UKW1LA onstruction Inspection & Related Tests Mortar REPORT oFmgaigXETEST SPECIMENS Date Molded: 12/2 , 19 86 Client• S. S • G. Corp. 1986 MALMO D&1' «. Job. No. CA 518 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 4538 Project. Boeing Vending, Kaiser Gateway, Bldg. 2 Address: 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub-Contractor Architect: Mackenzie /Saito Engineer: same Concrete Supplier: Job mix Cast by: Mark Jeong Weather: Fair Temp. high: 42 Temp. low: Location of Concrete Placement CMU wall 1st lift for vault. . Strength Requirement: 1800 Cement Type. Admix, Amount: Coarse egg. size: PSI @ 28 No. of sacks• Brand: days stump. workable Admix, Amount: Entrained Air Brand. Type: Fine Agg. Size• hl dg. genii re Sp•cim.n No. Specimen Type Test (i Days R•pister Number Dote Reed. Dote Tested Total Load Areo Unit Lood PSI Report No. M2 A 2 x 4 cyl 7 28 1860 12/3 12/9 4800 3.14 1530 B c 1881 12/30 28 1882 12/30 D E F Remarks 1 part cement, 1/2 part lime, 2 1/2 part bldg. sand Type S mortar FRANK W. CARLSON Carlson Associates ~7^ '•'onstruction Inspection & Related Teats REPORT OF CONCRETE TEST SPECIMENS Date Molded: 12/2 , 19 86 Client. S.S.G. Corp. CITY OF TUKWRA 15 198b Ja�ufP1N�i P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 4538 Project: Boeing Vending, Kaiser Gateway, Bldg. 2 Address: 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub-Contractor Architect: Mackenzie /Saito Engineer: same Concretes Supplier: Pioneer Cost by: Mark Jeong Weather: Fair Temp. high: 42 Temp. low' Location of Concrete Placement' CMU wall 1st lift on vault. Strength Requirement: 2500 PSI @ 28 days Slump. f/C Cement Type: I No. of sacks. 7 Entrained Air Brand. 3/8 Type :_ natural Fine Agg. Size: Admix, Amount: Coarse agg. size. Brand: Admix, Amount: bldg. Specimen No. Specimen Type Test @ Days Register Number Dote Rec'd. Dot. Tested Total Lood Area Unit Lood PSI Report No. G2 A B 6 x 12 cyl 7 1877 12/3 12/9 62,500 28.27 2210 3 28 1878 12/30 C 28 1879 12/30 D E F Remarks: 7 1/2 Cy placed. FRANK W. CARLSON 1 � CITY OF TUKWIL Carlson Associates L-;;-, �; ; Grout REPORT OF CONCW..XXXrEST SPECIMENS Dote Moldee1z /4 , 19 86 Client: S.S.G. Corp. bulLLHNe Darr.' Job. No CA 518 instruction inspection & Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT N0. 4538 Project. Boeing Vending, Kaiser Gateway, Bldg. 2 Address: 12674 Gateway Dr. Tukwila Wa. Contractor: Architect. S.S.G. Corp. Mackenzie /Saito Concrete Supplier: Pioneer Sub-Contractor. Engineer: Same Cost by: Mark Jeong Weother: Cloudy Location of Concrete Placement: vault. Temp. high: 42 Temp. low. CMU wall top lift on easr, west, and interior wall for Strength Requirement. 2500 PSI @ 28 days Slump• f/C Cement Type: _ 1 No. of sacks: 7 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size:_./ / 8 Type: natural Fine Agg. Size. bldg. Specimen No. Specimen Type Test Q Days Register Number Date Recd. Date Tested Total Load Area Unit Load PSI Report No. G 3A 4 x 4 prism 7 1883 12/512/11 39,000 16" 2440 4 B 28 1884 1/1 c 28 1885 1/1 D E F Remarks' FRANK W. CARLSON Carlson Associates RECEIVED CITY OF TU KWI LA onstruction Inspection & Related Tests Mortar REPORT OF QO[ XXXI'EST SPECIMENS Date Molded: 12/4 , 19 86 if 1 1986 BUILDINCQ Job. No CA 518 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 4538 Client: S.S.G. Corp. Project' Boeing Vending, Kaiser Gateway, Bldg. 2 Address' 12674 Gateway Dr. Tukwila Wa. Contractor: Architect: S.S.G. Corp. Mackenzie /Saito Concrete Supplier: Sub-Contractor. Engineer: same Job mix Cast by Mark Jeong Weather: cloudy Location of Concrete Placement' Temp. high: 42 Temp. low' CMU wall top lift on east, west and interior wall for Strength Requirement: 1800 PSI @ 28 days Slump: workable Cement Type: I No. of socks: Entrained Air Admix, Amount: Brand: Admix, Amount: Brand' Coarse agg. size' Type: Fine Agg. Size: bld�E.. sand Specimen No. Specimen Type Test (i Days Register Number Date Rec'd. Date Tested Total Load Area Unit Load PSI Report No. M 3 A B 2 x 4 cyl 7 1886 12/5 12/11 .5950 3.14 1900 5 28 1887 1/1 C 28 1888 1/1 D E F Remarks: 1 part cement, 1/2 part lime, 2 1/2 part bldg. sand. Type S Mortar FRANK W. CARLSON Carlson Associates Grout REPORT OF CONCRE.XXXfEST SPECIMENS Date MoIdeJ12 /4 Client. S.S.G. Corp. ...onstruction Inspection N Related Tests , 19 86 Job. No. CA 518 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 4538 Project• Boeing Vending, Kaiser Gateway, Bldg. 2 Address. 12674 Gateway Dr. Tukwila Via. Contractor: Architect: S.S.G. Corp. Mackenzie /Saito Sub-Contractor Engineer: Same Concrete Supplier: Pioneer Cast by Mark Jeong Weather: Cloudy Location of Concrete Placement' vault. Temp. high: 42 Temp. low. CMU wall top lift on easr, west, and interior wall for Strength Requirement: 2500 PSI @ 28 days Slump: f/c Cement Type: I No of sacks' 7 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size' 3/8 Type: natural Fine Agg. Size: bldg. Specimen No. Specimen Type Test a Doys Register Number Date R•c'd. Date Tested Total Load Area Unit Load PSI Report No. G 3 A 4 x 4 prism 7 1883 12/5 12/11 39,000 16" 2440 4 8 28 1884 1/1 1/1 87,500 89,000 5470 5560 11 11 C 28 1885 D E F Remarks: FRANK W. CARLSON 1, ;:instruction Inspection & Related Tests Carlson Associates Mortar REPORT OF CONCR1EX]EXTEST SPECIMENS Date Molded: 12/4 , 19 86 Job. No CA 518 Client• S.S.G. Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 4538 project. Boeing Vending, Kaiser Gateway, Bldg. 2 Address 12674 Gateway Dr. Tukwila Wa. Contractor: Architect: S.S.G. Corp. Mackenzie /Saito Concrete Supplier Job I[liX Sub-Contractor Engineer: same Cast by. Mark Jeong Weather: _ cloudy Temp. high: 42 Location of Concrete Placement: vault. Temp. love CMU wall top lift on east, west and interior wall for Strength Requirement: 1800 PSI @ 28 days Slump: workable Cement Type: 1 No. of socks. Entrained Air Admix, Amount: Brand: Admix, Amount: Coarse agg. size: Type: Brand' Fine Agg. Size: bldg, sand Spleiman No. Sp.aimeo Typo Test @ Doys Register Number Dot. R.e'd. Date Tested Total Lood Area Unit Load PSI R.port No. M3 A 2 x 4 cyl 7 1886 12/5 12/11 5950 3.14 1900 5 B 28 1887 1/1 , 10,500 3340 12 28 1888 1/1 10,000 3180 12 D E F Remarks 1 part cement, 1/2 part lime, 2 1/2 part bldg. sand. Type S Mortar FRANK W. CARLSON Carlson Associates 'onstruction Inspection & Related Tests REPORT OF CONCRETE TEST SPECIMENS Dote Molded. 12/5 , 19 86 Job. No CA 518 Client S.S.G. Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 7393 Project• Boeing Vending, Kaiser Gateway Address. 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub-Contractor. Architect: Mackenzie /Saito Engineer: same Concrete Supplier: Pioneer Cost by. Mark Jeong Weather: Rain Temp. high: 42 Temp. low. Location of Concrete Placement . CMU wall top lift on north of vault wall and balance in interior wall top lift., Strength Requirement: 2500 PSI @ 28 days Slump' f/C Cement Type: 1 No. of sacks. 7 Entrained Air Admix, Amount: Brand : Admix, Amount: Brand: Coarse agg. size: 3/8 Type: natural Fine Agg. Size. bldg. 5pocimsn No. Specimen Typs T.st !i Doys R.pistsr Number DON R.c'd. Dote Trastrrd Total Lood Arrro Unit Lood PSI Report No. G 4 A 4 x 4• prism 7 1892 12/6 12/12 61,000 16.0 3810 6 B 28 1893 1/2 90,000 5630 13 C 28 1894 1/2 91,500 5720 13 D E F Remarks: 9 Cy placed . FRANK W. CARLSON `. :onstruction Inspection & Related Tests Carlson Associates Mortar REPORT OF CKONCRIMEXTEST SPECIMENS Date Molded• 12/5 , 19 86 Job. No CA 518 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 7393 Client S.S.G. Corp. Project. Address: Contractor: Architect: Boeing Vending, Kaiser Gateway 12674 Gateway Dr. Tukwila Wa. S.S.G. Corp. Mackenzie /Saito Sub-Contractor. Engineer: same Concrete Supplier: _, Job mix Cast by Mark Jeong Weather: Rain Temp. high: 42 Temp. low. CMU top lift on north wall for vault. Location of Concrete Placement. Strength Requirement: 1800 PSI @ 28 days Slump. workable Cement Type: I No. of sacks. Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size: Type: Fine Agg. Size: bldg. sand Specimen No. Specimen Type Test @ Days Register Number Dote Recd. Date T..tud Total Load At.o Unit Load P51 Report No. M 4 A 2 x 4 7 1895 12/6 12/12 5800 3.14 1850 7 B 28 1896 1/2 9050 2880 14 C 28 1897 1/2 9200 2930 14 D E F Remarks. 1 part cement, 1/2 part lime, 2 1/2 part bldg. sand. Type S mortar FR K W. CARLSON APPROVED O REVISIONS 67'12 ' Tfl,AP U 13f.IJ0 4■ T4, f .GK oP LDG•, PRIOR To Top; Igb"L III III �"/ 12/2 1z 1212 I/21 GDx PLY oop W/ METAL 'rl TI P Nu 1464.1ewER PRE:- F44 ? TRUES 4 X 2 I,ED66,P+ LJ/ W 4 f",(3. e 4& DEG, ToP + bo'TYoM 6,4•loPY G P6, I.JALL 4/4 CoAre.1.1Ay Gc• Po -r G I�'f'ER �p�ItJ Cs G�.�1 ryPY Pay-61;t T5•37 MACKENZIE /SAITO & ASSOCIATES, P.S., WASHINGTON 300 1201h AVENUE N.E. BUILDING 3 SUITE 233 BELLEVUE, WASHINGTON 98005 (206) 451.1005 By ti/ DZ. DATE PEZ 2021151e JOS No i'gJZ. Gb$ 8HT, OF 4-I- Pfy G = 25" !'s, Y.:) 2 - z 4-/ s j 2 J Jam= •,•7.+c2r��c )7x ) s33.3 Cdr /,l/,0,,,-s33.3, -P = 46; q., s 70, 3 / 92, (/1�,✓G } %- B. G' /A8 - v fix f i 5-)e--471.‘ p- . d 4 /)alo/r /✓o 5∎W -. /A 6 c ,104,e 4 ;03L1/i23 w 3 MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY '� DATE )o `�r2 JOB NO. �r/Ss}'" e' "6 SHT. OF 4 _3) C >7,, e % /,a.✓ �' l�G ��/'�� /per (Z.Cx),7+- AeJ,A') ,Tr- 47) )1,.�/ '- 4 Jb� 17/T7 -s >PIT 1x5 > 6X'e y) �3B/ L D4-4 ) A -s6'7S cur 3 oy© 0 /iy,7 '/ -; ,o ,2 /�X 20 X Z Z .... - -fix) 2 z r )4 3 7 ) °>c d 34c <-1,* 10,1 e Y� X.0 6 ./ - a G d X .21 > y — --- c Grs� 4-.0 07 q1< C22LL 244 0,)C1ZX iz)— Z 4:0077 o i,, Cy12 /----> - 1 f 4='• ./ 9x °a - MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY '41' G` " DATE JOB NO .0-3"--"43.2- ° SHT. OF 4- ^A^ G�f�G,� z =may �✓r�� s�"��i�,.,/ v� s/�A✓r� , y�.,P 7; J os- r'z.y C x� .£� x ZZ iy7 q' -fir . 7.5 3o.sn. A- )1 75 -e 4-,9: • ,�' o, /gx zoes b ca" < � a /f , BS' l 6 " ,9,51x3, .'-'4 ms 3 S,r _ z ° �° (, Z) �3 _ , 2,3) -f„ . ZAP x .z 1 4 - )4"' "3' 3/Z?� Ig s"73y r/.s0. i' .L y / ' )6c)tj(I Z����X3I ZZXA -3?.� %�� ° 3 7e%1 rem( , y�. zs�xg3Z- r[i zsf e' /t7 !h MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 BY DATE JOB NO 3�- 54'�Z� •iO'6 SHT. 3 OF 17-(2#7X,4L) <'x,� L >2,efi,,t/.) z A-,o‘VzA.' o, z ,� d1�; 2- 34.5,.G.'oG>f Gil >G'►�✓•�/ G d 'j ?, C�✓� -�E' y v0 //✓61:- MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 22145w BY ,19' G. L: DATE . IZ e'..ST+-s0"P/ JOB NO 3��L�'1L� `. SHT. OF 4 Carlson Associates CITY OF 1'U! ,V1LA 'onstruction Inspection 9 Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 1125 , 19 86 Client. S.S.G. Corp. I . - P.O. BOX 3443 1986 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 wimple DEFT( Job. No. GA 518 PERMIT NO 4538 Project. Boeing Vending?, Kaiser Gateway Bldg. 2 Address. 12674 Gateway Dr. Tukwila Wa. Contractor: S.S.G. Corp. Sub-Contractor. Architect: Mackenzie /Saito Engineer: Same Concrete Supplier: Stoneway Cast by Mark Jeong Weather: Partly cloudy Temp. high: 5 Temp. low. Location of Concrete Placement. Masonry wall footing for vault. Strength Requirement: 3000 PSI @ 28 day: Slump. 4" Cement Type: I No. of socks• design mix #2 Entrained Air Admix, Amount: 5 oz/yd 3 Brand: WRA Admix, Amount: Coarse agg. size: 7/8 Type: natural Brand: Fine Agg. Size: bldg. Specimen No. Specimen Type Test (i Days Register Number Dote Rsc'd. Dots Tested Total Load Area Unit Load PSI Report No. 1 A 6 x 12 cyl 7 1865 11/26 12/2 106,000 28.27 3750 1 B 28 1866 12/23 C 28 1867 12/23 D E F Remarks. 17 cy placed. FRANK W. CARLSON CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done T.I. Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT PERMIT # Control # 86 -338 (512) 12674 Gateway Dr Office /Warehouse Ka'ser Develo ment Com an 300 Lakeside •r, a an SSG Corporation 12535 - lbth Ave N.E.., Seattle, WA ;1 Suite # Tenant Boeing Vending Assessors Account # 000480 - 0006 -03, 0004 -05 Phone #(415) 271 -5767 Zip 94643 Phone # 367 -9393 FOR BUILDING PERMIT ONLY Approved for issuance by f,' Zip 98125 Sq. S Ft. Office Warehou/ Warehouse Retail Other Occ. Load 1st F1. 13592 7258 B -2 162 2nd F1. 3rd F1. Total Fire Protection: OR Sprinklers Q Detectors Zoning M -1 Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 210,000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #'-bzJ $ 1,024.00 Receipt #3640 $ 665.00 Receipt # $ Receipt #4;-;(.1 $ 1.60 Receipt # $ Receipt # $ $ 1,690.50 FOR SIGN PERMIT ONLY 0 Permanent J Temporary [I Single Face J Double Face 0 Wall Mounted 10 Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WI f COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCE THE RO is 5`.,)0F ANY OTHER STATE OR LOCAL LAW REGULATING CONST5UCTI9 OR THE PERFORMANCE OF CONSTRUCTION. Signed ' , Date // % 2 / r, .I hereby affirm that I am licensed under provi A Contractor (signature) f�.� ._;_' 1 I ENSED CONTRACTORS DECLARATION f foal Business and Professions Code, and my ilicensie is in full force and effect. I Date ///// e, /J OWNER - BUILDER DECLARATION ( ) 1, as owner of the pro ?ty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /47/ —mail Site Address 026, 7y „2Za- 04• Requestor iP;4 e QS 50) Special Instructions INSPECTY,N RECORD PERMIT # 41.7 .-2 F Date 2/277 Date Wanted a0077 Project Bich 4. )17 Phone # • Inspection Results /Comments: Inspector ,fir(xfr= Date 1. .:;fS.tRSI6OVA•f 1gdati r. uw• rn: xswA. av�.....- e.,.«».... a+.. . +•- . »....,., .............w.o.. ....,,...«. wv..,....... a.. r, w........»+- w....,.. ..w.«.,..:van:...r.. 1,r,T .. vtiuw : *=44,MVA14:.•Wt•I43Y':T.R::Va ?4'f.•:7:lilii CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Ace,e..2._ Requestor Special Instructions INSPECT. N RECORD PERMIT #-� Date c Date Wanted 2' S 8 Z . Project 0 ' Phone # c3<pi Inspection Results /Comments: ( I (1-eret . c Inspector 17/,914"12 Date ,5 /cr CITY OF TUKWILA Building Division 6200 Southcentar Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /24 7C. Requestor Special Instructions 4 �rh:a�x.-u,lFnr.xmieNto clM:vtailglV '7r:J�5'A5 xar-. INSPEC')N RECORD PERMIT # Date 9 -,F 7 Date Wanted /d7J i W"" 7..T S/_ Project Phone # •,,,. Inspection Results /Comments: Inspector 7lc i1 Date ///3f0% ar. CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 nw;;:�cIXrr +4. :: d4s ^n04.:rttet,",Y`;11Y.d�.n5'd�l INSPECT¢1N RECORD PERMIT # `7y e Date % 8187 Type of °Inspection 2# C .l�/ /i7 � Date Wanted / � q a.m. Site Address 42(07Lf✓' Project Zooted;19'f, Requestor,1ln Phone # Special Instructions Inspection Results /Comments: • J) 4,4P4.40 reAg.cie."-e Inspector � � yuy Date //?/7 .r.r.c,:x:• nra,a•. CITY OF TUKWILA Building Division 6200 Tukwila,tWashinatonu198188 (206) 433 -1849 INSPECT(. N RECORD PERMIT # «532' Date 007 r..eiej:44_,.,noedide-7 Date Wanted a.m. p.m. Type of Inspection 6 Site Address / 7V ,� / �(-. ) Project l/ Requestor J1::4417 S S 6= Phone # Special Instructions Inspection Results /Comments: &) Inspector Date �,jd'i�`.t:ri. Vii+ 5e21rSrc,: zsu. �x' ratrwe. uwa. x.<, Knx,..., M.> w,,. w....,,:+ ns M.,..+..».«....,.».. m,....,«.,.... w..........»« ............... w,.,.. w. .,e....w...,.- .,,M..>,.a,.y.vf, .sm�•.u..Nrrrwavn.2r.raweu� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ':N RECORD PERMIT # 16^3 cP Date / j4 -..3 G "_Fc Type of Inspection ' . ...' / i. / __ __ A.: Date Wanted 1t111aQ 62' a.m. p.m. Site Address /.6, 7 0 .4. 012—•• D,,. Project___°7�'`. (�, Requestor M Phone # z r// _- 73 :..3 / Special Instructions Inspection Results /Comments: merit, Inspector 041444 Loy.> Date CITY Of TUKWILA 8u1101ng.D1vlslon Tukwlla,,tWashingtonu198188' (206) 433 -1849 Type of Inspection rll -444,?-4,t)(1. Site Address /21_0 (raj( t)(7.41 Requestor Special Instructions za,Ify !iwAi.lti.Y.M''81"4:'n INSPECT (1N RECORD PERMIT # 53g Date l a '0761 Date Wanted jam! / p, m, V Project Phone # Inspection Results /Comments: Inspector Date 7p2/71/ VA IKAW AIIMAVwuuwxw. aea ,.a.+u.wnne.......,........... e.+ w.r w.......:+s a.»:. ........ ....................... ...r...N.O..w...n:.m0.10 x1...tih+ 11.0Z1VtR Wit,. ViVE. R1Nfaititio-VOlOtt+"i3;17JC' VIONIV. • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address j� (y7 Requestor a ( -e.�v, INSPECTI ,.N RECORD t PERMIT # i-1 i_/533 Date l� /a y %�10 Date Wanted ,� /2 —.2401 r Project �Q��/t Phone # a.m. On Special Instructions Inspection Results /Comments: Inspector at, Date /Ate/ 6770 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 981811 (206) 433-1849 Type of Inspection Site Address Requestor Special Instructions INSPECTON RECORD PERMIT # (-75- 3? Date /2 7 3 (5' 2 - Date Wanted f4.44 a.m. p.m. Project c., Phone # • Inspection Results/Comments: 0/ • f22e, 4111111,1121111q • • 1' ,1 1111111 , ...vP 4 .* I A / I ' • 1 i// • .itAs2-11 Al / 41, Ar ,1.1 -4! J. -1111M110),M—E_M• I 4 I • ' ..4Ao Aol *Ala -/ Inspector 11119 • e I' 4.• / — mrommmilffirmr! Date jOrn ',CITY OF TUKWILA Building Division 6200 Southcantar Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ,� Site Address /.�?6 7$/ d / 5;p Requestor Lz ('s6) Phone # Special Instructions % - -e9, 696.`2 cy %7it INSPECTfN RECORD PERMIT # 4/5'38' Date /.2/31/�l0 Date Wanted /NA Project Inspector Date // //7 MACKENZIE/SAITO & ASSOCIL 3, P.C., OREGON MACKENZIE /SAITO & ASSOCIATES, P.S., WASHINGTON 0690 SW BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9570 JOB. DATE PERSON COMPANY R@EflEm DEC 1 K 1866 . RECORD OF TELEPHONE CONVERSATION Kaiser Gateway Bldg. #2 - Boeing. Vending CORPSOR2.006 JOB NO. 12/12/86 3:30 P.M. XXX TIME INCOMING CALL Jim Silvester OUTGOING CALL SSG PHONE NO. SUBJECT. Shear Wall Nailing This is a summary of our phone conversation: REMARKS 1. 4' -0" dimension is vertical for all G.W.B. 2. No blocking is required at 2 x 6 stud wall. Screw spacing is 6" on center at all supports. Block shear wall between Conference Room and leads only. Screw spacing is as specified (4" on center at supports). No blocking is required at any other walls. Ali Kia, P.E. AK :mo cc: Steve Gwinn - SSG �31m Si l vcstcr SSG.' Paul Makowicki - Mackenzie /Saito CITY OF TUKWILA Building Division 6200 Southcanter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ♦.`! vMw. Ui�tray. h. G. tv. Yar.'• '. w',... +�iwaaWXSn!�.4MwHV�.ue.rrL.w'vt 4bv✓1.',K.:U!:e.,M. +V.�'lJr ri.: JAL' Llthf':': I:: Ge f' 1a,' r•' Li" tg10Y..'Aki;;CL`:] ?`. i a:iniyfl[ INSPECTION RECORD PERMIT # X38" Date 02/-?6, Type of Inspection FOC-h/19o•-yd /0045 CO C /I,J Date Wanted Site Address % ?� If ".• X24/ Project ��, //, ! //� Requestor '/�,/%j'L� Phone # aVQL - (314 Special Instructions of.tG�.,�/ a.m p.m. Inspection Results /Comments: L4LJ - Inspector %Ld-r---14/ Date / / /oza /% .a�. ')" ' 1'X�i "4;Nf CITY OF TUKWILA Central Permit System Control No. 3 3/ Permit No. 4'$ _ sS FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Lgt Fire Dept. ❑ Police ❑ Parks / Recreation Project Name e F /, ,;� Address /a �' 5.1- /c-. « v •a°1)f v'c: Type of Permit(s) T 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;;;;;;;;T:Th () () ( ) () ( ( O ( () () O ( Authorized Signature Date J This project is approved by this department: Authorized Signature S" /3 Date CPS Form 3 City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control #86 -338 October 7, 1986 Re: Boeing Vending - 12674 Gateway Drive Dear Sir: The attached set of building plans have been reviewed I'y 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" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. (Exits from conference must swing in direction of egress) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) (Conference room and warehouse) 4. Hose stations are required. (Plans must be submitted to the Fire Mars 1 for approval prior to installation.) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 r City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief (City Ordinance #1141) 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 sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 6. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 8. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec.. 9.110); automatic fire - extinguishing systems, smoke-removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Yours truly, The Tukw la Fire Prevention Bureau cc: T.F.D. File slj City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (208) 575 -4404 Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 October 27, 1986 3p0 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -15 (Boeing Vending) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the, Washington State Energy Code. All of our comments have been answered satifactorily. Sincerely, MAHAN & DESALVO cv Keith Hayes ( - cc: MacKenzie /Saito 300 -120th Avenue NE. Building 3, Suite 233 Bellevue, Washington 98005. IHROUR OCT 3•.11986. CITY .0 TUKW LA PLANNING DEPT. Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 October 27, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -15 (Boeing Vending) Dear Mr. Griffin, We have received additional drawings and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and our drawings. Structural 1. Call for a special inspection of concrete with F'c greater than 2000 psi in structural notes, per Section 306(a)1. Also, notify the building official in a letter naming the inspection company. Ordinance 1. All of our comments have been answered satisfactorily. Regulations for Barrier Free Facilities 1. Note dimension of shower doors in accessible restrooms. Washington State Energy Code 1. All of our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, & DESALVO L./ Hay cc: Mac T zie /Saito 300 -120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 RECEIVED CITY OF TUKWILA OCT 301986 BUILDING DEPT. Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 October 23, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -15 (Boeing Vending) Dear Mr. Griffin, We have received additional drawings and calculations for, the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and our drawings. Structural 1. Footing design calculations use a soil bearing pressure of 2700 psf. Provide a letter from the soils engineer to verify the use of soils bearing pressure. 2. Concrete, steel, and concrete masonry units are used in vault construction, shown in Detail 7 -A4. Provide material specifications in structural notes. 3. Note calling for strap in Section 1 -A4 should call for strap at all ledger joints. Also, please clarify note calling for para -bolts through 4x14 ledger. Ordinance 1. All of our comments appear to have been answered satisfactorily. Regulations for Barrier Free Facilities 1. Curb cut side slopes as shown in drawing 10 -SD exceed the maximum allowed slope of 1:6. A slope of 1:2 is shown, please revise. 2. Please fully dimension accessible restrooms. Drawings contain several potential violations. These include a 4 foot minimum access vestibule width and door width of shower compartments. MEM OCT 19861 CITY OF TUKVVILA PLANNING DEPT. October 23, 1986 Mr. Duane Griffin City of Tukwila Re: 86 -T -15 Page Two Washington State Energy Code 1. All of our comments appear to have been answered satisfactorily. Please call if you have any questions. Sincerely, & DESALVO eith Ha cc: Mac enzie/Saito 300 -120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 YUR J ktdea Pa,, . (*A, A. Mahan &DeSalvo Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 October 13, 1986 3110 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -15 (Boeing Vending) RECEIVED CITY OF TUKWILA (J Ci T 1 6 1986 BUILDING DEM We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Show and size column at Grid C -4. 2. Revise note 8, Sheet A -4 to reflect structural notes, Sheet 17 -1 (22" TJI -35X @ 24" o.c.) 3. Call out weld, column to base plate in Detail 5A-4. 4. Show existing foundations and verify adequacy. 5. Show adequacy of spandrel panels and footings to support new floor loads. 6. Provide foundation under warehouse separation bearing wall. 7. Note plywood, concrete and reinforcing steel specifications on drawings. Ordinance 1. Indicate type of construction on General Notes. 2. Classify use of expansion space on mezzanine level. 3. Show compliance with Section 705, if vehicles are to be brought into the warehouse. Indicate on the drawings. 4. Door on north wall of expansion space is in violation of Section 1711. 5. Provide handrails in stairways per Section 3306(j). 6. Show compliance with Section 3306(m). Regulations for Barrier Free Facilities 1. Show compliance with Regulations for Barrier Free Facilities. Show parking, curb cuts, and access to the main entrance of the office areas. Also show restroom layout, accessibility, and grab bars, as well as height and clearances of fixtures. October 15, 1986 Mr. Duane Griffin City of Tukwila Re: Plan Review 86 -T -15 Page Two Washington State Energy Code 1. Revise drawings to show materials noted performance criteria. 2. Drawings show 5" concrete exterior wall calculations use values for an 8" wall. calculations accordingly. Please call if you have any questions. cc: MacKenzie /Saito 300 -120th Avenue NE Bldg 3, Suite 233 Bellevue, Washington 98005 int'thermal while Revise • Occ th • • • ••-■ + 1 +. -• • ■.'1:';'.' ' . • . '...,' ..„ .."4r- • ' ' ■ -.... . . . . ., - ................ .„ .* ,.......„.„.„.„.........„ ...„. ......... -...- - ....... „............- „ ..„..,.. ... ... .... • • • • • • • • • • • V' '1 y • . ' • y, . , , • , • 1 , , t • • • , , • .., .. ,,, . :1 . .. ., . . . • 1 , . • . , , , , .. , . . , . . , . . ... • • • - , • .. • , .'• • • • ' • • . MACKENZIE ENGINEER,. .d INCORPORATED 0690 SW BANCROFT STREET PORTLAND. OREGON 9/201 (503) 224.9560 RECORD OF TELEPHONE CONVERSATION JOB K 6 15 c 2 Paves._ cry - -TO K L„„ Li JOB NO SO 4 4-7—J DATE 4 / 1 /F7'7, TIME , , :_r70 INCOMING CALL )i PERSON T'l M f-Ha ra k cc S OUTGOING CALL COMPANY (7 - retc, MOO re- . PHONE NO, (Z4'6' % sZ ir O5(cO SUBJECT: f111 UK I7 / . S- 13, P REMARKS sr,,Ecd) i)c, held ho pro bicw, T'O 7.7nc� /9S-1 hri er "f't,�� 11 PsF 15 T4o h sr .Y 11 CIcc r cp. h1or- re 541../ W1; ►‘•, Z'- o" cav i ►�� S RECEIVED nP TUKWILA ,1-- ' r' ;ITY OF %KWILA Building Division 6200 '.outhcenter Boulevard Tu*wila, Washington 98188 (206) 433 -1845 JOU't0L.VVV BUI`3ING PERMIT APPLICATION Control # 5(Q .13,58 Site Address 12674 Gateway Drive Project Name /Tenant Boeing Vending Valuation of Construction $210,000.00 Assessors Account# Property Owner Kaiser Development Company Address 300 Lakeside Drive; Oakland, California Applicant Boeing Vending Address P.O. Box 24346, Seattle, Washington Suite# N/A Floor# N/A Phone Architect /Engineeri"lackenzie /Saito & Associates, P.S. (415) 271 -5767 Zip 94643 Phone 644 -5932 Zip 98124 Phone 451 -1005 Address 300 120th Ave. N.E. - Bldg. 3 Suite 233, Bellevue, Washington Zip 98005 Contractor SSG Corporation License# 223- 01- SS- GC- O *249J8 phone 367 -9393 Address 12535 - 15th Ave. N.E., Seattle, Washington Zip 98125 Class of Work: ❑ New ❑ Addition L Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Construction and finish -out of tenant lease space. Square footage of entire building Building Use office /warehouse Type of Const. (UBC) V-N Occ. Group (UBC) B -2 69,500 s.f Square footage of tenant space .21,000 s.f. I1 ' t/ Will there be a change of use? 0 Yes ❑X No 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 E. No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) (print name) Contact Person (please print)Paul Makowicki r - rt�(c� /( Date 10/1/86 Paul Makowicki Phone 451 -1005 1 FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) (000/345.830) (000/386.904) (000/386.907) ( ) $ 1024.00 665.00 1.50 Receipt# -15Z'f Date Receipt# iC Date Receipt# q :q Date Receipt# Date Receipt# Date Paid /0 ai- FC Pai Paid Paid Paid TOTAL $ 1690.50 (OWES: $ )025.5 -0 SQUARE FOOTAGE /BUILDING USE INFORMATION FL00 USE Occ T ale/ WPM ri liWaraa i r� uare Foot f Entir Buil di .� 0 — n RIM O 1 IMO' OCC cr�wriribik4rksilwial PP34:11421/2 3 • TRACKING DEPT. DATE I DATE OUT BLDG ; ✓�0 FIR la e* 14 COMM YS Approved for Issuance Type of Const To Mahan 10 Approved Initials) Fire Protection: PLNG PWD Date Approved: 1C)-1.7 Per letter dated prin lers ❑ Detectors pprove. nitials /1/ ' ❑ BA • ' I U Zoning j��, Se • ac s: N S E W Parking sta is required for: Site Tenant Space `3 7 Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: '1 Cd > �f y 261/0 ‘014A // c)�J, . Approved (initials)' Per letter /plans dated OVERHEAD OVERHEAD DOORS VICINITY MAP f:LEDTRIC °Alt GW 20 AMP 70A!ir 0 ?A AMP MAINT, EQUIPMENT AND STORAGE CAP APPROX. 144 SO FT. OF OFFICE $• -spy) AND SIIEETROCK ,WALL. 12" STUD. AND . SHI TRO K: WALL. 4 >PRQVI�DE 2- ,./2"` HOLE IN CEILING ANI); FLOOR FOR TWO LEVEL CABLE RUNS � Ft OR. ", `1LE OFFICE AREA. • C'R,'P.ET •OFFICE' AREA. '6' •'BART PASSiTHROUGH COUNTERS WITH BULLET .PROOF WINDOWS. -AR"T PA$S- THROUGH OPEN:06S TO `SE 41- IN HEIGHT. + PA_Ilf ON FLOOR. :PRO DE; CRASN .:BAR DOOR. HARDWARE' ONLY'. O.t f . 'f ROPiIC MOCK .WITH" .RELEASE. BUTTON AND INSTALL MAGNETIC PROVIDE CRAP 'I AR ''DOOR: "HARDWARE. i.� ,T I ON �. - RELEASE ;BUTTONS: FOR DOORS. RO I .'ELECTRIC GA ;E OF EN I NH., AND CLOSING CAPABILITY. liOSAT %ON , OF' Sri 1 rrCH •,' FOR GATE CACTI VAT I ON Ai..i*.t CAI :1Oif . VAULT MALLS .;sSbJLD P'OF SUITABLE CONSTRUCTION MATERIAL :Tii f HoLD THE ` W1'NDO.W AND PROVIDE 'PROTECTION, I , E„ STEEL OR 'CONCRETE BOO. ,15, •PROVIDE METAL AND F IRE RESISTANT DOOR, fit 'PROyI-DE ,THREE' PQM-11°N DIAL TYPE COMBtN!.1 ION LOCK. 3.7 "..FOOT ACTIVATED HOLD UP ALMkM CYPER . LOCK .OVERRIDE. 19. PROVIDE' 'CAMERA 2U F'Rt vY bE MON.I••TUR.,° `USE CORRESPONDING I LTER FOR PLACEMENT RELATING YtI� . . ? P �{►•�'..%•�•�stl'� `>"6 ►Ld06. Kap s-ies:r Aq Fog OC`;,aat,S ELECTRICAL O TELEPHONE 4) 20V DUPLEX RECPT. =E '120 FOURPLEX RECPT. 204=a 12OV DUPLEX RECEPT, 20 AMP so=et 120V. FOIJRPLEX RECEPT, 30 AMP a 220V JUNCTION BOX. 440V THREE PHASE RECEPT. 1 M �. r O ,, L CONFERENCE ENCE ROOM MECHANICAL COLD' WATER - NO DRAIN REQUIRED ®•® HOT /',COLD WATER - DRAIN REQUIRED FLOiR. DRAIN 0 STRUCTURAL 1 6, 1) 1) 14 4 11 -41(111(11111.11111-111410)11.311+++F.... •CMU WALL TYPICAL 8 )(12 BLOCK TYPICAL WALL CONSTRUCTION CITY or TUKWILA APPROVED NOV 3 1986. Inultl) �uIID!NG DIVISION N�rth FLOOR PLAN - LOWER LEVEL i understand�~��`�= that the cer slJbjl'ct to P13n Check ,� ` IE COVE Pians errors and omissions pPr`)va�. av does not authorize ons a�`rd y Vioiaiic, I rf adopted code or ordinance. Recei. any roAYofa T INTERPRETATIONS OF I�+u 4UT: •;:iii'TY, ERRORS, t.ND INCONSISTENCIES. r;Y_ ,._ DATE OUTM ) 4 +. INC. 000000 . o 00000000000000000000000 .................................................. .... .............. .R'i:.iN =9(4. 'JCW1iJ Y'•Ji/tri�ti: Y'iiG�•.nr .. ak •I � 1 1+ • 11 11 10i Itr !ill WI 111111/11 M141411110111, NIl1111 111► 11tt?il111i1t t 111!111 1 +4i ±1 ;i�t +r.1 t�± -.--AridumwmommegigprompL livw,1457/liz s„../Avi ,r,‘,4t-fAVATI„ Aro, fria;44,0„, 411, , , A 1 '" AgghtfardaniaktinaVia IAPP ,,:P_.�. 47- ,. REFLECTED C LEGEND MECHANICAL JLLNG PLAN - MEZZANINE ® COLD WATER - NO DRAIN REQUIRED €00 HOT /.COLD WATER - DRAIN REQUIRED 4 FLOOR DRAIN STRUCTURAL II-, 1, CAP APPROX. 144 SA, FT. OF OFFICE 2. 8' STUD AND SHEETROCK WALL, 3. 12" STUD AND SITROCR WALL , 4, PROVIDE 2 -1/2" HOLE IN CEILING AND FLOOR FOR TWO LEVEL CABLE RUNS. 5. FLOOR TILE OFFICE AREA, 6. CARPET OFFICE AREA, 7, 6' CART PASS - THROUGH COUNTERS WITH BULLET PROOF WINDOWS,. CART PASS THROUGH OPENINGS TO BE 4' IN HEIGHT. 8. WHITE PAINT ON FLOOR 9. PROVIDE CRASH BAR DOOR HARDWARE ONLY. 10. PROVIDE. ELECTRONIC LOCK WITH RELEASE BUTTON AND INSTALL MAGNETIC CATCH. PROVIDE CRASH BAR DOOR HARDWARE:. 11, LOCATION OF RELEASE BUTTONS FOR DOORS, 12. PROVIDE ELECTRIC GATE OPENING AND CLOSING CAPABILITY, 13. LOCATION Of SWITCHES FOR GATE ACTIVATION. 14. ALL CASH ROOM VAULT WALLS SHOULD BE OF SUITABLE CONSTRUCTION MATERIAL TO HOLD THE WINDOW AND PROVIDE PROTECTION, I.E., STEEL OR CONCRETE BLOCK. 15. PROVIDE METAL AND FIRE RESISTANT DOOR. 16. PROVIDE THREE POSITION DIAL TYPE COMBINATION LOCK. 17. ROOT ACTIVATED HOLD UP ALARM. 18. CYPER LOCK OVERRIDE. 19. PROVIDE CAMERA. 20. PROVIDE MONITOR. USE CORRESPONDING FILTER FOR PLACEMENT RELATING TO CAMERA. 21. 'TMt ' GYPSUM .IOARO CEILING, ELECTRICAL t TELEPHONE =0 20V DUPLEX RECPT, 120V FOURPLEX RECPT, 20 120V DUPLEX RECEPT, 20 AMP 302e 120V FOURPLEX RECEPT. 30 AMP aQD 220V JUNCTION BOX, 40 440V THREE PHASE RECEPT, d 'PRINTER ROOM, TERMINAL ROOM • OFFICE EXPANSION H.'tY 4 TAKEliCNF' STATE WASH.1:(011, VIS ROOM I AMS 4; STORAGE CHEEK <? CM 6 8 9 10 11 12 13 nnl ;lil nnlm1I,UI tlll IIIlt1111 I?IIIIIII IIIilt1t1 IIItI!II1 111111111 Ii11I1I11 II11If111 11�111i11 Illilillfilllllllll w,:N .y. .^/!"'i^v"t '�"`T".:c+..".'Y " ,a..,^t .. y,.,, ry ..+,wr'; ✓a .''»�. »7 +, ..v .n ......;: r,. mro trw;- k'..C..i1p:5:ri....+n+S4'JJ T.! t Pt Fog- -� •••6 VENOM. IMO a. r i,,3l4 w 1 w''0 3-\ DETAIL AT INTE IOR SHEAR WALL —.- ( 2)'14 A'. IT !fie tAb Ad f rowiii* it vita . ow- ' fre o''I'91 s„ . /.._--------. 1 /Z. a ‘,a•'r? bQ ESIO?b, r- TEr4 "lb `tuO' 4 '4trrre. Uevi 14 4C.Rz.. s 6 11`JT'I~.R -loot. *UPPC T4, . ATTACH GYP. BD. TO STEEL STUDS WXTh I' LONG COATED DOUBLE THREAD DRYWALL ,SGREWS AT i'" 4.C. AT Au SUPPORTS, PROVIDE BLOCKING AT 'UNSUPPORTED LOGES.. ALL FRAMING LUMBER IS D.F. #2 fb 1,260 .psi UNLESS $OZED OTHERWISE. TUBE COL. SHALL CONFORM TO AS1$ A500 (fj, 46,000 ps t). 4. STEEL STUDS SHAH. CO1(FORM•TO ASIR A'446.. Sx. (HHN.) x.408 I$.3' A (WIN.) . .292 Y.NF.z I ('i4IN. )' al .740 111=.. 5. GLB'S SHALL BE KILN DRIED, I;$,QUSTR•)'A . GRADE, STRESS GRADE 24F -V4 (fb '. 2,400 psi, fY 165 psi:). 6. NAM FLOOR PLYWOOD WITH 8d'CON4 ON AT 6" O.C. " SOPPOIllt040SES exica'TINb 4vLAE:, 1p 14 .T1 AHp, Vic. 44. phca,h .. Z .1 1 ? " °. .dPfloitir ' . ►!e + .v 4,11=', 44644. .06 OratiOtte" 4ici A441? 10P. Pte, /art_ 4, Tib, f' 3 Psi*. t.1.110..cam. C GIAj,.: i>- J(oii - 1'041 f • 1 f, soaks 11/g 0 NEW 4 x' 4 x 1/4 TUBE. 3TSB1 NEW:5 x 5 x 1/4 TUBE STEEL CHI N, EXISTING 8 x.8' x 1/4 TUBE $ :-.COpPIM. 4 x 6 LED$AR WITH 3/4" DIAMETER P.S. AT 48" O. C. 4 x 14 LEDGER. 12" TJI - 35 AT 24" O.C. 22" TJI - 35x AT 16" 0.C. 22" TJI - 35x AT 2V1." ' ' 0 . C . 4 x 4 POST, 0. 3/4" TaG PLYWOOD, STAGGERED. I i tigOE':#1 Wg 2 AACIZANtilim4 01"40. Tar of TC'r or *04 G,'4* ?4' GP!.f, TOILET ROOM DETAL.3 RECEIVED CITY OF TUKVVILA COI 3 1986 f\. BUILDING DEPT. . 0 CT , 1986 �n11nu 11u11n1 11111M, 111111171 111111111 11;111ni 1111111181 I111III19II1111 11 1111111111 W111111 „=, ! =T.n± �:' !- rr . (k �° r•,�•.• -- r^+;.prr 111111111 1111111141 1111111 ,,M�. ,I•C • •••••3 1 •••; ••••••^., 1 • 175' -o" f (t' 0 • 0 0 0 -Ti'!? 0 • • 0 0 0 0 r^ <F> • • 0 0 0 0 0 0 MC 0>a - MPS IMO t • • 0 ION i'P BUILDING 442 FLOOR PLAN GENERAL NOTES 1. BUILDING TO BE GROUP B DIVISION 2 OCCUPANCY 2. CONSTRUCTION TO BE TYPE v -N 3. EXIT DOORS FOR OFFICE AREA TO BE LOCATED IN CBMPLIAP'CE WITH CODE REQUIREMENTS DURING TENANT IMPROVEMENT PHASE OF CONSTRUCTION KEYNOTES 1. /CENTERLINE OF COLUMN 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. EDGE OF SLAB LINE OF PANEL ABOVE DOWNSPOUT 30 x 70 DOOR ELECTRICAL ROOM 90 x 130 OVERHEAD DOOR 100 x 120 OVERHEAD DOOR Sn CONC.SLAB REINFORCED 2.9 x 2.9 WWM COLUMN' T.S. lo" x Co'x /I40" 1(1yr UNIF45 0THEt2WISE 1J10f ) TRASH DUMPSTER LOCATION CENTERLINE OF PANEL JOINT 13. LII.IE OF .ruTutt = MEZ.ZA1.4W1E At30VE 11. cCLU I I N I s. -7" x 111 X 14" Imo. GoLUMIJ T5. 8 "A.6' *kW 16. ld x 2d TELEPHONE EQUIPMENT ROOM' JUNE .14. , !MIN ORAWN BY , PH 1* t LEGEND KEYNOTES *COLUMN GRItI LINES 0100.:.: �. RECD CITY OF 'I'UKWILA OCT 7 1986 LP.TE OF FUTURE MEZZANINE t.BOVE OF VI vemammuumaummairoormauswapirdwastaiwasiwitaatistamor .-, 1 milf1 l Alllt rrnlilli 111111111 8 Ham Ii1IIIJII 111111u, 9 10 Illililli Illilllll 11 1 1 14 15 Illlhlll Illlhlll III11�lII,111111111 Illihlll I "n r+"wr