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Permit 5535 - Shamrock Center - Building A
CITY OF TUKWILA C Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /S4-9 BUILDING PERMIT ,Work to be done Site Address Building Use Property Owner Address Contractor Address NEW CONSTRUCTION OF BUILDING "A" PERMIT # 5535. -it Control # 8R -2R6 (513) PL. OEUIO F SULLIVAN ULLIVAN 1200 WESTLAKE AVENUE N. O'SULLIVAN CONSTRUCTION 1401 WEST NICKERSON AVENUE Suite Assessors SUITE 505 #OSULLI *224,1K SFATTI F enant SHAMRO.OK CENTER RLn& A Account # 2 6 660 -O005 ( -0030) Phone ?83 -3030 SFATTIF WA Zip 98109 Phone # 283 -8386 WA Zip 98199 FOR BUILDING PERMIT ONLY Approved for Issuance By: Date: Sq. Ft. Office Warehouse Retail Other Occ. Load 1st Fl. '2nd Fl. '3rd Fl._ Lid Ikaf +' ,,(0 6 -a Total Fire Protection: Sprinklers 0 Detectors Zoning fl- -) Type of Construction V -A/ Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd Fl. S other S other $ Total Valuation of Construction $ 338,000 Bldg. Permit Fee Receipt #7 ?O S 1,472 Plan Check Fee Receipt #5298 S a57 nn Demolition Receipt #► $ Surcharges Receipt #7577612 S 18.50 Other Receipt # S Other Receipt # $ TOTAL S 2,447.50 Special Conditions FUR SIGN PERMIT ONLY 0 Permanent [] Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted [] Free Standing Building face Setbacks: Front Side 0 Other 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 ABANDONLU FUR 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. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VIOLATE L T VISIONS Of ANY OTHER STATE OR LOCAL LAW REGULATING C TRUCTIOM OR LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provision% of the Business and Professions Code, and my license is Date Contractor (signature)____.,. CONSTRUCTION UR wORK IS ',mom OR ALL PROVISIONS OF LAWS ANU )ROINANCES DOES NOT PRESUME Ti) GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. in full force and effect. OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the Structure is not offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date ^'. "ded or CITY OF TUKWILA x Building Division 6203 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - S4-9 BUILDING PERMIT Work to be done NEW CONSTRUCTION OF BUILDING "A" PERMIT # 5 3 5 Control # 88 -286 (513) Site Address PL. Suite enant_SHAM= CENIER BOG A Building Use OFFICF�� EHOUSF Assessors Account • 261660 -Q005 ( -0030) Property Owner tO U II VAN Phone # 283 -3030 Address 1200 WESTLAKE AVENUE N. SUITE 5Q6 SFATTIF WA Zip 98109 Contractor O'SULLIVAN CONSTRUCTION rOSULLJ *2243K rhone if 283 -8386 Address 1401 WEST NICKERSON AVENUE SFATTIF, WA Zip 98199 FOR BUILDING PERMIT ONLY Approved for Issuance By: Date: S Ft. Sq. Office Storage/ Warehouse Retail Other Occ. Load st . 2nd Fl. — 3rd Fl. _ .a(nr�, r ;P'oa 1 5 -a Lit) Total Fire Protection: ER Sprinklers 21 Detectors Zoning )- -1 Type of Construction 1/4/ Fees sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. S sq. ft. @ other S sq. ft. @ other $ Total Valuation of Construction S 338,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #7500 $ 1,472 Receipt # 5 ?98 Receipt #5579 S 18.50 Receipt # S Receipt N S S 2,447.50 Special Conditions FOR SIGN PERMIT ONLY [l Permanent [] Temporary O Single Face 0 Double Face [] Wall Mounted [[ 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 ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR YORK IS ,+SYEN0E0 OR ABANOONtU FUR A PERIOD OF 180 DAYS AT ANY TINE 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 ANU ja014ANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIvE At;T'4ORITY TO VISIONS Of ANY OTHER STATE OR LOCAL LAW REGULATING COf�STRUC,i0N OR THE PERFORMANCE OF CONSTRUCTION. ^ Oats VIOLATE ! T LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature)_____ Date OWNER - BUILDER DECLARATION I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, offered for sale. I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date and the structure ,s n0'. rn:ed Or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI(11 RECORD PERMIT # (5-c3 Date /7/-2-4 --gyp Type of Inspection�a r-)-2 or.-/ Date Wanted a.m. 5.m, Site Address "C j --s-c $ /3 Y ' Project c51Ju,?,�oe,/ Kam, ./- Requestor Phone # Special Instructions Inspection Results /Comments Inspector Date �"� CITY OF TUKWIL Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -1849 REINSPE `°?ION APPLICATION PERMIT # 65a5 54-142.11 5`Va to Reinspection of FI rlo`1 Original Inspection Date Li' c5-90 Site Address L15 O 3 OH Fl Project t-veal- t`~vC j (5harn r c c Contractor C� `3 11 1 V Wr■ C QnStr u 6-i on C O. Phone (D`%& `&L � 1 Address 3'Q) 9 I loth P.1.2r1Ue 5.W . S o .41 Zip qcg)3t1 Applicant (signature) (print name) grF aR Contact Person (please print) V r' 111 Date Phone# t1-q9 OFFICIAL USE ONLY Reinspection fee $ 30%00 ($30.00 minimum) Receipt #- 7T(tDate received 1--(-)to -9D Reiinpection scheduled for (date) ' -1 L CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington ui98188 (206) 433 -1849 Type of Inspection • /,-, Site Address /- 155() Sca /3 y Requestor (�v�o.s „1-- Special Instructio s INSPEC '9N RECORD PERMIT # Date 17/-2.-S— "c Date Wanted 4—/-2- -mac' a.m. Project `S ..4 ,-.2., ("4.4A7 4 Phone # Inspection Results /Comments: MIL 4i.0 ,,z9, 9( C91 1e E- t slr2—) Date L/"— .....,....,,,,._....».... . ,-r- ^••---rte Permit No.5 3 Date 4/ CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 25 >o Job Address CORRECTION NOTICE The following items are found to be in violation of 4r- dirran-ce� vM ( _ and shall be corrected. / /` 4? / C r7c / r a //� + t �.��.e'/I {fir! 1,46 r,; 5. 11.400142.` f L, 4. t . Ly / ` 1 /9 .�'./":�f' 4 / -d 5 f,('2 EAU/ 0.4Z gcs" 5 5 )7 ' /%lo GA -�►.'( )' � .s, /te./(rl� ei71.0 '. but c- 00,4) ) ( cci j 0ktie .error) /3,4ftiK- o�,ySignedr Ye' o-�< grolr Building Io Iiclai /Inspector / r Ce-itiklf ( e14 5e. / f 5 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 3.5...- Job Address / 3 u/ Permit: No Date �'I� "_ �— �--'" �' v �'/ � � �•� CORRECTION • NOTICE The following items are found to be in violation of Ordinance U/C. and shall be corrected. 4„..„;.a 74 ra d r - + r� •r�� _,,� +` . (.."/177:77-<1 /2 ) s /ter 7[ l G+ - r Signed 14-dti Building Official /Inspector . ,.: CITY OF TUKWILA Building Division Tukwila,,tWashingtonul98188 (206) 433 -1849 INSPECTION RECORD PERMIT # 5 $ 3 S- lip Date Wanted Fy •Ffa.m. p.m. Date Type of InspectionUk ! /a s :, Site Address 4/f-s O - ' s'a S• 13("7,4 Requestor co err 4veiner,y �. sJLrc. Project 5 c Phone # /3 3 ..2j / Special Instructions Inspection Results /Comments: Inspector 41/24 Date 02/4 3 jf • aliV 3L'}•&k el Atii .EPttISk¢ato22Mt- .sars.2.... ......». *......,...,.,...•na...... ......,u....*”..,.2 ,.,, ..,.,.... -.wrw VOIO V,... m+.• x.. w....,....:.. nwu.> rr.. .1r.1L2ercti CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT :N RECORD ); add.... PERMIT # SrS 3 s Date Type of Inspection �,.�,�; Date Wanted Fiz /V .l► —�.Q Site Address 415, 0 Requestor Special Instructions /� .M p.m. 74 94 Project (5A i. (41z 3� 4,„.„6.4 Phone # 3 Z pDi Inspection Results /Comments: 7Lo �O► /---0fr-P- zy,,,e9&.ede Date /cam., � `} �i�f�hl: �bk::,. 9�C':. it3�d .%siKt'imsrlaawe:n.......... «..,.,.,..,.....«...., .,...., «...o.�,.....•....�•... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Li(nruu Site Address vem teL Requestor Special Instructions INSPECTI N RECORD PERMIT # Date 5.523^ .S • 5 Date Wanted rn,,,,, F p.m. Project `S , Phone # ) 54'd I Inspection Results /Comments: v. A k /i2 • �' <?� ✓d'l.Sr'e.. �rsYi�r•SW'r Sp ?/ //? Pr!'C' at-- 42.1_ Inspector 4-4107 be.„f.,, Date e CITY OF TUKWILA !Wilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address `5 o Requestor Special Instructions til INSPECTN RECORD PERMIT # Date S 13.(76 j2c -57513 5-- r( -0 Date Wanted 7— ∎ ek-s1,A.5. a.m. Project cSXa4ur,e-c Phone # y33 _ ado i p.m Inspection Results /Comments: r- „?, .Z.9ke. D 4"7-iifri,.p_• /74r*5 r ' � U l r/ Si / 07 .r d f ,S in--5 a? ?tn k t ' Soy K /erteb Inspector Date CAS'/ AWED BOLT FAX: 206-763 - FROM: INCLUDING COVES` ,JUL .28.'89 13:52 ALLIED( LT CO. 2 05- 763 -1941 0 TAPER -BOLT? STEEL ANC Taper olt offers proven superiority in structural anchorine of all types • equipment. Typical applications: tunnel liner pan -Is, air conditio ing and healing units, electrical and plumbing stems, concrete orms, sealing, nand and guide rails, expansi joints, storage s =lying units, tool racks, ornamental Iron, do bumpers, highway dl dens, architectural panels, tilt -up construe ion, industrial fencing and ountless other uses. • All bolts S. E. Grade 5. . • Specials ava •ble in stainless steel-and with m: hanical galvanized fin • 7/8" and 1 -1/8' •iameter available on rogues . • I.C.B4O., N.Y. CI Y, SAN FRANCISCO APP-OVED. • EXCEEDS GSA S 'EC. FF•S -325 2.4.1. • Taper Studs, Proof- •siting Taper Studs, a • Eye Taper Bolts all available on request. ORDER CODE SIZE MI EMS MEN 3,000 TENSILE P. 5,000 TENSILE P.S.I. SHEAR I cm. BOX 3411 1/4 x 1.3/4 1-1/4 1666 2425 2068 3502 100 3412 1/4 x 2.1/4 3455.2 7/8 10 3480.2 1 100 341$ 1/4 x 3.1/4 10 3471.2 1.1/4 . 10 1.1/2 100 3420 3/8 x 2.1/4 1.7/8 403• 7177 4987 8567 50 3421 3/8 x 2.5/8 3/8 x 3 1.1/2 50 3422 3/8 x 3 3/8 x 3.3/4 2.3/4 1,118 4700 3750 50 3423 3/8 x 4 3/8 x 5 1 -1/2 10340 10600 20 50 3430 1/2 x 2.718 2-3/8 12177 9344 15217 25 3431 1/2 x 4 1/2 x 4 �� 20 25 3432 1/2 x 5 1/2 x 5 -1/4 1-1/4 7330 8800 25 3.40 5/8 x 3-1/2 2 -5/8 9990, 17030 10470 17257 25 3441 5/8 x 4-1/2 5/8 x 3.1/2 85 3442 5/8 x 6 5/0 x 5 25 3443 5/8 x 7 / 2.314 t 10340 10600 25 3450 3/4 x 4 -1/8 5/8 x 7 11906 • 17073 28110 10 3451 3/4 x 5-1/2 5/6 x 8.112 10 3452 3/4 x 7 3/4 x 4.1/4 10 3453 3/4 x B 3/4 x 4.3/4 10 3460 1 x 5.5/8 4• 28263 1.1/2 30817 38487 5 3461 1 x 6-3/4 3/4 x 7 13700 15330 5 3462 1 x 7.1/4 314 x 8 -1/2 5 3463 1 x 9 3/4 x 10 5 EXTRA TAPE BOLT NUTS ORDER CODE in OM BOX 3410-2 1/4 100 3420-2 3/8 50 3430.2 1/2 50 3440.2 5/8 25 3450-2 3/4 25 3455.2 7/8 10 3480.2 1 10 3465.2 1.1/6 10 3471.2 1.1/4 . 10 ORS B SUP- R- STUD'0 tud Is a he P. 2/2 steel, expansion wedge anchor designed to work under dead and variable loads in solid concrete. Each Sup- R•Stud is a Complete fastening system; anchor, nut and washer are inserted as a single unit and all at the same time. Installation is fast, easy and economical since Sup -R -Stud is installed with the fixture in place. Bolt size and hole size share the same diameter so Sup -R -Stud anchors securely even when the hole is deeper than Its length. ALL WEDGE CLIPS ARE STAINLESS STEEL GSA SPEC FF -S -325 2.4.1 I.C.B.O. 8, N.Y. CITY APPROVED. SAN FRANCISCO APPROVED UL LISTED EXCEPT Ya ". We manufacture - call us for your special sizes or materials. ORDER STD. CODE 303 STAINLESS SIZE MIN. EMBED- MENT THREAD LENGTH 4500 P.S.I. CONCRETE TENSILE SHEAR p-ry. BOX 28.14134 27 -14134 1/4 x 1 -314 100 27-14218 100 26-14214 27.14214 1/4 x 2.114 1.1/8 3/4 2520 1500 100 26.14314 27.14314 1/4 x 3.1/4 50 27.38333 318 x 3-3/4 1.1/2 100 26.38214 27.38214 3/8 x 2-1/4 27 -12236 1/2 x 2-3/4 2.1/4 1-1/4 50 26 -38300 27.38300 3/8 x 3 1.1/2 50 26-36394 27.38334 3/8 x 3.3/4 2.3/4 1,118 4700 3750 50 26 -38500 27.38500 3/8 x 5 1 -1/2 10340 10600 20 50 26.12234 27.12234 1/2 x 2 -3/4 20 4515 50 26.12400 27.12400 1/2 x 4 2,1/4 20 50 26.12514 27.12514 1/2 x 5 -1/4 1-1/4 7330 8800 25 26.12700 27.12700 1/2 x 7 25 28.58312 27 -58312 5/8 x 3.1/2 26 -58500 27 -58500 5/0 x 5 25 28 -56600 27 -58600 5/8 x 6 2.314 1 -1/2 10340 10600 e<., 26.58700 27 -56700 5/8 x 7 2k. 26.68812 27.58812 5/6 x 8.112 20 26 -34414 27.34414 3/4 x 4.1/4 20 26 -34434 27.34434 3/4 x 4.3/4 20 26-34512 27.34512 3/4 x 6.1/2 3-1/4 1.1/2 20 28.34700 27 -34700 3/4 x 7 13700 15330 10 26.34812 27-34812 314 x 8 -1/2 10 26.34100 27-34100 3/4 x 10 10 26 -78600 27.78600 7/8 x 8 5 26.78800 27.78800 7/8 x 8 3 -7/8 2.1/4 17380 20800 5 26.78100 27.78100 7/8 x 10 5 26.16000 27.16000 1 x 6 5 28 -16000 27 -19000 1 x 9 4.1/2 2 -1/4 21330 27100 5. 28.11200 27 -11200 I x 1 2 5 26-11490 28.11412 27.11490 27 -11412 1.1/4 x 9 1-1/4 x 12 _ 5.1/2 3.1/4 28250 42100 I . 5 5 316 STAINLESS ORDER CODE SIZE MIN. EMBED- MENT THREAD LENGTH 4500 P.SJ. CONCRETE TENSILE SHEAR QTY. _BOX 27.14136 114 x 1.3/4 100 27-14218 1/4 x 2.1/4 1.1/8 3/4 2520 1500 100 27.38303 3/8 x 3 50 27.38333 318 x 3-3/4 1.1/2 1-1/8 4 700 3750 50 27 -12236 1/2 x 2-3/4 2.1/4 1-1/4 7330 50 27.1240S 1/2 x 4 6800 50 27 -58503 516 X 5 2.3/4 z° 27.58803 5/8 x 6 1 -1/2 10340 10600 20 27.34433 3/4 x 4.3/4 3.1/4 20 4515 3/4 x 5 112 1 -112 13700 16830 20 SEE SAFETY FACTOR IN Date: • SURVEYING INC. C&T SURVEYING 8/1 CLYDE CLUTTER, P.L.S. FRANK TARVER, P.L.S. LETTER OF TRANSMITTAL C :••) • i7 , • Job II : • °,.� - `` To S C� v t. , e ss. c,? "NZ0113. hY l._ Cor=sL•Ls k. Svc C�c,Ls- i \Ca d laNt.ca��� «4.L.L-c _"�2l... 9dL,o L We are sending you herewith the following Items: Go L .t -- l,. S' C -cz - - s ` lace- k&c- 't:t,■.c"Co Remarks: Signed: 1239 120th Ave N.E. Suite Q • Bellevue, WA 006 . (206) 464 -3934 , SURVEYING INC. 16 June 1989 C &T SURVEYING CLYDE CLUTTER, P.L.S. FRANK TARVER, P.L.S. Mr. Robert Benedicto Building Department City of Tukwilla 6200 South Center Blvd. Tukwilla, Washington 98188 Dear Sir: Per your request, this letter is to confirm that C &T Surveying, Inc., has performed the foundation staking for the buildings A and C located on parcels 1 through 5, Tukwilla Short Plat No. 81 -39 -SS as recorded under recording No. 8204280545, records of King County, Washington. The foundations have been staked per the site plan provided by Commercial Design Assoc. (Carl F. Pirscher, Architect). The foundations as staked, conform to the site plan and all property -line setbacks as shown on the site plan. Enclosed is a sketch showing the building layout, the setbacks and property boundary. If you have any questions regarding this project, feel free to call me at the number listed below: Sincerely yours, Frank Tarver \, P.L.S. #18926 120th Avenue, • X S 0 z 0 C &T SURVEYING CLYDE CLUTTER, PLS. FRANK TARVER, P.L.S. SURVEYING INC. N4o• ' vo "e zi I. i I so. oo zs,• I �d tr Q 0 0 4. 0 0 to N o d 'Iv 0 32.0o 4, 0 0 xpx� iL Sxu� 0. tlo U f 14 1 130.0o O 4.8 0 1239 120th Avenue N.E. Suite G • Bellevue, WA 98005. (206) 454 -3934 CITY OF TUKWILA Building Division 620b Southcbnter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address e% S 3 Requestor Special Instructions 13 q/r4 Pc INSPECTION RECORD PERMIT # STS-3S- Date (3;O Date Wanted .,:t` '? -S2 a.m. Project p.m. Phone # 7,4 C4.11--v `133 —2 F`ci/ Inspection Results /Comments: C. YC .5cd4 -17- 6/441. 1 1( CvvG i S wi'274 e .rie. l '�Gii ► tit , e. Date % 2d? 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # 3`5-3 Date Type of Inspection 1�e.,t%, � G Date Wanted 1/ ovt, Site Address 1/575-7) S /j "' /' Project Requestor Pc'424, 6,44444 Phone # 7,//, 3 --.� P'0/ Special Instructions Inspection Results /Comments: 40.-1,01 p, rzp.1",� tr" Inspector girAYL Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 Type of Inspection SZ2Z Site Address 7,-� j. /34q erg 2 Requestor Special Instructions INSPECTI '4 RECORD PERMIT # 5'S� Date �j3,/(k— Date Wanted ,/3 a.m. Project 54dh7`oGi( �e,..t�G Phone # Inspection Results /Comments: £ 14Z .5 sti -i,G/i Inspector 404, Date /577 9 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ()N RECORD PERMIT # Date % N1g'q Type of Inspection Date Wanted % Site Address 4/.t5-5U �� )1 y p Project &#n"23 Phone # 1133-.2g0/ Special Instructions .4, ge..../QQ.L 14,40 -Q-e_,f0'Y (�'it 6JLLAi4e ' // Requestor Xj ?. ga 1dL.L/ Inspection Results/Comments: ztr CITiY OF TUKWILA Building Division 6200 Tukwila,JtWashington ui98188 (206) 433 -1849 INSPECTIIN RECORD k+'_ PERMIT # S'S-3 5r Date 6 — /4 - 9 -f Vegssc.2 Type of Inspection I/JGL&& Date Wanted a.m. p.m Site Address 11,• 'Si /(c(74 PL Project c..57L11 Qtit CQv Requestor ,k&� �a,.,6(4:P-� Phone # c1? �8-v/ Special Instructions Inspection Results /Comments: (% 72 jbe.eY" e 4 /,..‘„,$' -/ .haw re,e 046/ / • 'k�/: �/ 0-e/.4 .69#1. / 5 / / i %1�- ,►a/ Ste'` l *Li Inspector 4 -)a-R7 sf k.$?ae!t ' ,fm CITY Of TUKWILA Bu$lding Dlyision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection jtL 541 Site Address y55Z 5 /31,/ Requestor P<#1, lea4cLaa, INSPECTI - .N RECORD PERMIT # 55,35 -* Date Co /.S —$q Date Wanted £ M2 a.m. p.m. Project f,t'n'V'U 4 Phone # //3 3'a $O/ Special Instructions Inspection Result /4 s /Comments: h " C61� 970- 7 &Jig-.Sll � 6 �� �% / �� G �i4/� ��i'- D6 i- / ? G .-tom r 6 c> P�Gi �i Fe S/ev Gersee/ e i SI Inspector Date Sii:Si•:..lWw.r +w•.r: CITY OF TUKWILA Building Division 61b0 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 7/,&- 3 5/02141/0( Site Address 1 /1j 3rei if7./ Requestor Instructions INSPECT 1N RECORD PERMIT # 43, • �y Date Wanted G -4,- el?' Pro j ect $,,,, tbt,do Phone # Date Inspection Results /Comments: d605 ,r, f/j 4 rr n/ ✓ -;$1.407.✓'s .. " • 4.407;09,12401.4%; ,g rid '9' i.M1eP. -7 ,IA>' r r^, 7..40 r' /9-v.14 /4° 5.1#i / k/ 71 ' ✓.-''; �► /, /1r:1//e' . Q '7 2 cK CITY OF TUK( LA Central Permit System r )ntrol No. %$ a5(° Permit No. C-1- 5 5 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works )U Fire Dept. Police ❑ Parks/Recreation Project Name Address 5- Type of Permit(s) S i7/ ,'G. ,✓! 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 This project is approved by this department: Authorized Signature - z Date CPS Form 3 ��ri.rii' . %{:.s.: I. n� •y' ( Y+ F a ;fi,",.':'.," ky .O: T ; s i : / o x. , : a; �:,.. s.. r�� +�.,,�,,"z^t:�.;.Y,�k.�:�.���' s .?��7� '4� :, r u:., l ' ,s�..� .t __'.s, .��.a,•:z.., ;'. :i:,•s APR E5 '9E1 19:49 ENGINEERS NORTHWEST 522-.5699 c. ENC }N1II R$ NORTHWEST, C. RECEIVED 6869 WOodI 3wri Avenue NE, Sui :'0.y' CITY OF TUKWILA SEATTLE, WASHINGTON 98115 APR 26VW rr (Z ) 62« -7580 PERMIT CENTER DATE P.1 /1 2. 5 `.4.1 ?.. 9 0 �...?.7..A..: _ f . % .. w.. ,M . .... -.w '"' aw . , C YP'v 4:9:g 0 ro > . 4'274 ) t . � =rAe/ i .. 14 u "U Ci t.E'.... : .4...0 `�_.....• • y. . : ._..(.)1J. ,gmoo" 4..4 • Attn; _ .., ....... , ...,. o job: e r� h 0 PI.eAS1: ie4PL Y l�(4dO REPI. Y NeCES SARY iilrmM S�cNEn _N,� tal FROI1:CITY OF TUKWILA Ar, TO: CITY OF TUK �A DEVELOPER'S PROJECT WARRANTY REQUEST FORM APR 23, 1990 7 : 56AM P.03 NAME OF DEVELOPMENT: HEALTHCO/ SHAMROCK CENTER DEVELOPMENT ADDRESS: 4550 South 134th Place PERMIT-NO.: '3'8.66 5 CASH ASSIGNMENT NAME: 0' Sullivan Construction, Inc . TEL. NO. ( 206 ) 682 -2440 SHALL BE REFUNDED BY MAILING TO: RDARCSS: 3 214 16th Avenue S. W. (plena print) CITY /STATE/ZIP Seattle, Washington 98134 DE 'CIiIPTION OF ITEMS TO BE GUMPLETED 21..Ati511 .UMEHTG1Kt1EKJI l AH1IFNHIKI2L..._, 1.) Extend concrete walk. 2.) Replace bark at west side of building with ground cover. 3.) Additional planta at parking lot islands deleted at loading dock. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of 510_, op__ ($150% of value to complete work described above) and attach supporting documentation for value of work I will have this work carried out and call for a final inspection by this date: ( 0 5/�� / 9 j, or risk having the City use these funds to carry out the work with their own contractor or in•houso manpower. If I fall to carry out the work, I hereby authorize the Clly to go onto the property to carry out completion of the above deficiencies. I further agree to complete all word listed above prior to requesting Inspection and release of these funds. SIGNED: TITLE: Project Manager w•+ v 1!h!tszvs3tzmn v ,.+ •+zra r..0 . '.i�i :te rsk ,i i^. i 1'. nx r. . r:." n:: rai.z •. •n....s^'ecri:R'mioi �' •.'S''.''r r'mr >3'�i ,'M ! iu` u`�.tf- mc� tu"M., - RC•.'^..^:1'f: ^. i'' r.V.gT.'^..m,rt:-.- t117:7T,,l!r. ;S^..im, SIGNED: /-6,6, AMOUNT: --la CASH THIS FUND IS A THORIZ9 TO BE ACCEPTED, DEPARTMENT HEAD: CASH EQUIVALENT DEPOSITED THIS CfTY RECEIPT NO. 12Jj -7 Q RECEIVED BY: 014 1 I� :J:,•i tick• j', :.S ∎f ►.Y'll�l�1 : t'!O +[ r✓ 611.. tad; �y ct�tr j� J( 1. .i+■+S■.lu' aral- a.t+li. 11J a'{,L.�.u. u: uL u�:. :i2luuiLSi:a,.l:iiL:luuluiL t: t �.i.:. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: 00.:00#140(eCi 4y. ,..3 All work Identified in Section 1 of this corm has now been completed and returned to department which authorized warranty. I hereby request Inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and thoretore authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: Milirat.I.YC): ti17!Bhh1YTTN9kCAWMWOO T MTMIMMITZk.i"f. AI +tJiiM ttlf i .....v. , r • r ..... ±M r 1• OOMI l ihv'i f �Mtir. i. . < • .r.::::; :'iii{.: Y # 1!>',; C1 •f>�.?Ftl�f�i1.���::�:�::;;��; AMOUNT: [II N r•• ..r CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: fW.•fi1rASIN%i1L7'1NA+ . %1'M1'IM1'l.,V.,Y.in M tt . 1. tM.. Upon oornplotion through Section 2, Finance personnel shall send cooplis to - Developer - Finanoe Department - Permh Coordinator, DCD FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer Finance Department -- Permit Coordinator, DOD u>re tree :11 i€4„ covflat. fp-G -110. 42) tueot 1".46 134-N • ... -1 • A • • • I Za /go . L P5CA E ... rtrJ�4� -- _.....Cg- ESL . �EQi?Eg'rG -p_ ...57.. &MCA _FfDP4r ` „A ,, .. 6,0v1 ''CG ' . 44 4)17.. _t5.._.1)-0petti , ._.. PAR/�r� Para . Re P14-#1.1 cm.►.vo2.hATrorJ wRAR FB1L ' .. .i <w_,5 ....Vie, e6-0 tArolkei, eu cave -r I,P'' ..-�. w-L4 ..-1464" I/obi-004, -�. iii itaAt, ._....ku.._GC' �_ _Kw?) . 71z319_0 _.. .- pv.�__.To._�,tV__.._..____._. .., .. _... ce�5 rat �-ts ..�.. ►. -r� t��N'. • R if c),u oI3-rAt N r ►!h,G�uv._...RN..D ._ ..t v.! -af' s -_ ... ,04egorp. l Rau w' -_ • CAM c l\( 0 7- n.(. ia.) o R_IL(C_A---r(or\r _ DA( s7cM ...cs.L/1-"(?) S` K . cffg 3 57-2(P_../ _. F-406(7 Y .... .Mov g..epLA.0 .. _ �5 .s'a. 7-6(02e- _Cs' cc- 7 _ _ .... __ eft(' PG2. __ .7--2.45-S- _ ..cA) _r_c. c... _..... p .. 7.e,9 -77i TV Z. ':. 7-- S oa C' . _...So.c.i7W . ' . Cca(7. ckG-r." .rCr� K (1.__.... Py ce -d. .c.., - ivs_csi & -..G_ ..._ r x.714-- rc e._c. )e :..:_.A -:e c:c43.7 - " 6.e - THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ___. 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 3. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). ' Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 9. Readily accessible access to roof mounted equipment required. 10. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 11. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 12. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the sails engineer. 13. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 14. Prior to final inspection approval, at least one toilet facility for each sex shall be completed in each building. Toilet rooms shall comply with Washington State regulations for barrier-free facilities. Layout per attachment to sheet A-2. \. 15. Building "A" and "C" are exempt from the requirements of the Washington State Energy Code under Sec. 102(a). Any change to the proposed development under this permit or future tenant improvements will require analysis and documentation to show compliance with the requirements of Chapter 4, W.S.E.C. 16. Fences over 6 feet high require separate permit and inspection. 17. Irrigation system installation requires separate permit and inspeon. Contact Tukwila Public Works Department. 18. Approval of plans, specifications and computations shall o^v be construed to be a permit for or an approval of any violation of the provisions of this code or of any other ordinance of this jurisdiction. 19. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 _Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor September 27, 1988 Fire Department Review Control Number 88 -286 (513) Re: Shamrock Center Building #A - 4550 South 134th Place, Tukwila, Wa. 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 extinguishers) 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) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 -6.6) (UFC 10.301) 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) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) EXIT signs shall be installed at required exit 1906 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 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) 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by 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) (UFC 10.307) All sprinkler systems with more than 100 heads shall be supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. Approved central stations are those listed by Underwriter's Laboratories, Inc. (UFC 10.309) Maintain minimum 40 degree F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (UFC 10.301) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 4. A fire alarm system is required in Building #A as an alternate method of providiing needed access by providing' for early fire department response. Approval of the fire alarm is required prior to installation. A satisfactory contract covering the maintenance, 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 1- 2.4.1) (UFC 10.301) 5. 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) If the building is to be used for the storage of high -lpiled 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 Tukwila Fire Prevention Bureau cc: T.F.D. file ncd ORDINANCE COMEI.IANCE - PLAN CHECK PROJECT: 421 /iQMUOrGt Gttl Sheetjof Date: 12 -2,7 The following corrections and /or clarifications are required to complete the plan review. C WW1- OA .540iti e04,a-tUt ,(/16Z 4.� .i. ' /l - -D1 'III IZ -25-88 A ' d Q S • Or a-o (..ivt.LoGv-e 64t4-44-) (91 (i)o-ddcrt;.).6,4-4‘.., (IX ClkItLjPW CALQ )lxa GNA► 2 , sit (E, A ENGINEERS NORTHWES(, -.�G.; 6869 WOODLAWN AVENUE N.E. - SUITE 205k SEATTLE, WA 98115 (206) 525 -7560 FAX # (206) 522 -6698 TO C I7 1' OF TUCKW /LL>I 6,200 So urH cENrER BLVD. T UGk W/L L A 1 W F8 18 2 fe 77 :- ;'7 [LEn1 ; ors name art L DATE 23-NOV-88 JOB NO. t3-8 al ATTENTION DU4A/E G&JFPIN RE 5N4M ROC k C �n/7W i Bu«0 'NG `A' T2ANA m / r-T4 L. CoV ESC L ETTEA TO 76 /*A ../•9A✓ & •E.SAL vo Ain H/94 QC P €S414 V 0 I WE ARE SENDING YOU rAttached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples the following items: ❑ Specifications X.Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION i T2ANA m / r-T4 L. CoV ESC L ETTEA TO 76 /*A ../•9A✓ & •E.SAL vo Ain H/94 QC P €S414 V 0 I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ./..H-For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS DV AN E 19 ❑ PRINTS RETURNED AFTER LOAN TO US W E //41/6 RE -s CJ B/If PL.4A/S £ G. ,4! C i1 7-1/4/1/1‹.S COPY TO SIGNED:_p/q 4//61,_ II enclosures are not as noted, kindly notify us at once. E NIGIN[ ERS NORTHINESC ;C. 6869 WOODLAWN AVENUE N.E. • SUITE 205 SEATTLE, WA 98115 (206) 525 -7560 FAX # (206) 522-6698 TO MAHJN S DESA1,Vo I 'l lj FOURTH AVE. BLDG-. sEATTLE� 1N/A . 8)0/ WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ 'Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ADA TZON 3- NOV -tga r3RIDGETT SM/TH JON. 8O8Iz4 DESCRIPTION RE. SHAM J O C /'c C EN TE R 7 OLDG, 'A' REV /3ED ST/ ?UCTURAL CALCS/ ADDED I 11-22-88 the following items: Plans ❑ Samples ❑ Specifications ❑ COPIES DATE NO. DESCRIPTION 2 /1-22 -98 7 ST/ UCTURAL DRAWIAlr &S - I3LDC-r %A' REV /3ED ST/ ?UCTURAL CALCS/ ADDED I 11-22-88 .5 TR0CTURAL SLAB BLDG, 'A' / /I -Z3-88 / C OVER L ETTEi THESE ARE TRANSMUTED as checked below: "(For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ 'For your use ❑ Approved as noted ❑ Submit copies for distribution �As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US BR 10 &ET% T F THERE IS ANY A i Di T /DNA L. INFOR M/}T /OA/ YOU REQUIRE , 1'L EASE DOA/ 7" HES /TfjrE TO 'CALL . REMARKS Nor: DRAW_4&_&_5_64 OT /VCLUDE/) !A/ TH /S ..SET PE.R TAII+/ TD 13 L bG s 8 C' COPY TO PAC /P/C 0ESinAi l4SSOC. TtiAMA's ; SIGNED: DAN I E L LAKE If enclosures are not as noted, kindly notify us at once. (2 3 z NORTHWEST November 23, 1988 Mahan &,DeSalvo 1:411"Fourth'Ave. Building Seattle, WA 98101 Attention: Bridget Smith Reference: Shamrock Center Plan Review NOV za 1988 Ms. Smith: Enclosed are two copies of revised structural drawings and one copy of. revised calculations 'as requested. Please note structural slab added to Building "A" for your review, with 40 ton piles.. Cascade Geotechnical is submitting a response to your review with added design information for 40 ton piles. Please call if there, is any more information your need to complete your review. Sincerely, Daniel Lake Project Engineer cc: Pacific Design Associates ENGINEERS NORTHWEST, INC. RS.. CONSULTING ENGINEERS 8869 WQODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7580 FAX (208) 522.6698 • ti BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME SI ADDRESS SUITE NO. INSTRUCTIONS TO STAFF e,v/ t°' y ' cc..,� • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. qOV BUILDING - initial review (ROUTED) UIR:EMENI 0!:MMENTS CONSULTANT: Date Sent - e) -/ $ - $c% Date Approved FIRE PLANNING 4 fkI FA's rra44P v:s6 /6/Sk gz Pc.4ri NIT 101,91 INIT: "PUBLIC 10 WORKS my,; 'OTHER FIRE PROTECTION: fl Sprinklers U Detectors (; NiA FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? C] Yes 11 No INIT: PUBLIC WORKS LETTER DATED: INIT: 7 BUILDING - final review TYPE OF CONSTRUCTION: REVIEW COMPLETED UBC EDITION (year): PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (snit.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) AMOUNT OWING BY: (init.) GLUT UT IU.UI%/1 Building 01v151on BUI ING PERMIT APPLICA -TION 4q n 6200 Southcenter Boulevard Tukvlle, Waspington 98188 Control # Uu -a8.6 (206) -433 -1849 �r q550 t/314 0 Site Address South 134th Street & 47th Avenue South Suite# Floor# Project Name /Tenant Shamrock Center Building A Valuation of Construction $338,000 Assessors Account# 261660 -0005 (-deI,0) v., t GV V Address 1200 Westlake Avenue North Suite 505 Seattle,,WA` ZipGV98109v Appl i cant 0' Sullivan Phone(206) 283 -3030 _._Ed Address 1200 Westlake Avenue I1Qrth Suite 505 Seat-t 1 P WA Zip 98109 , Architect /Engineer Pacific Design Associates Phone( 206) 286 -8416 Address 4039 21st Avenue West Suite 102 Seattle, WA ,Zip 98199 Contractor 0' Sullican Construction License# 0 , ( )) A-D -q,VF Phone(206) 281 -8386 Address 1401 West Nickerson Avenu Seattle, Zip 98199 Class of Work: X New [] Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Construction of Rtti 1 ri i ncg "A" with associated site improvement. Type of Const. (UBC) 5-N Occ. Group (UBC) B-2 Square footage of entire building 20,000 Square footage of tenant space 20,000 Building Use office space /warehouse Will there be a change of use? ❑ Yes ❑ 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 Gx.1 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED HIS APP ICATION AND KNOW THE SAME TO CORRECT AND THAT I HAVE THE PROPERTY OWNER'S A HOR Z ION TO DO THIS WORK. Applicant /Authorized Agent (signature) V L /' Date 1'('1 BE TRUE AND -Eie, (print name) V. Kent K. Ciiti✓1 Contact Person (please print) Y. Ken Chin Phone(206) 286-8416 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 1Ll711 0 Receipt# Date Paid ► ___ Plan Check Fee (000/345.830) 4 np Receipt #� Date Paid l;!-�3 Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) J$,00 Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL i2aa. L (OWES: $ )1.4qO,50 ) - f,. ,.. , .i > > �. n SQUARE FOOTAGE/BUILDfNG oSE INFORMATION Square Footage of Entirq Building; FLOOR USE /Occ T,yp: SQ.FT.'oi.QAD, OGC USE /Occ Type SQ.FT. OC LOAD USE /Occ Tvoq SO.FT. 0CC ic)pn TOTAL SQ.FT. TOTAL OCC. TRACKING • . I 01 OMMEN Sp BLDG ci'.0-11 q_((y -88 Approved for Issuance 4.A1,4 Type of Const. To Mahan: (4.-1"-s r31 Date Approved: ZIAAWagi FIRE �' Z,l.o" Approved (Initials) Per letter dated_'LZ$6 Fire Protection: prinklers WDetectors PLNG i . 074 /S ,,j _ kaci, ADD. '`, Approved (Initials) 1/ r._ • BAR OLAND USE /SEPA CONDITIONS Zoning iti\-/t Setbacks: N S ,TF...,,.,, ,, .': . W BiiyA Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ApDDITIONAL PARKING STALLS REQUIRED: (Lcrv,s• poi- Goo 7'a-C .f.ACCM •�' : N V'---- -.•..�- lei_eti, S - .E' Approved (Initials) i.�jj' -- Per letter /plans dated . I-J/�:. ,( PWD CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - X84.9 BUILDING PERMIT Control # 88 -373 (- ) 5.3 Work to be done T i. M CiNNABON Site Address 896 SOUTHCFNTFR MAII Suite # Tenant PERMIT # 5535 Building Use RETAII Assessors Account # 262304- 9023 -03 Property Owner ,�Ar.nRs VT�r'ONTI JACOBS Phone (216) 871 -4800 Address r . !I 1 I 1• Contractor CALKING CONSTRUCTION #RONCACI133KH Phone Address 134 S.W. 153RD SUITE B SEATT, , WA FOR BUILDING PERMIT ONLY Approved for Issuance By: C� S Ft. Sq. • r Warehouse e Retail Other Occ. Load 1st Fl. Li 0(p J.2, I .2 2nd Fl. 3rd FT. Total Fire Protection: g, Sprinklers ❑ Detectors Zoning C-P Type of Construction Special Conditions /Yv Zip 44145 244 -2789 Zip 98148 Date: Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st F1. $ 2nd F1. $ other $ other $ Construction $ 45,000 Receipt #6494/ $ 382.00 Receipt # 1,56/I$ 248.00 Receipt # $ Receipt # -7S(p / $ 3.50 Receipt # $ Receipt # $ FOR SIGN PERMIT ONLY ❑ Permanent 0 Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMII BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING S TYPE 0 0RK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE O CANCEL T E PR0V1SI0NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTI NOR THE PERFORMANCE OF CONSTRUCTION. Date Signed__ __ )1)� I hereby affirm that Contractor (signature) 1 ( ) 1, as owner of the offered for sale. ( ) I, as owner of the Owner (signature)______ propertY, property, LICENSED CONTRACTORS DECLARATION nder rovi ions of t e Business and Prpei ssions Code, and my lice se s in full force and effect. 1 h ) C. t I rNS CUY,s�fi_ J',hL. Date ) 7 � OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not Intended am exclusively contracting with licensed contractor's to construct the project. Date Or CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - I S -9 BUILDING PERMIT Work to be done T. Site Address 896 SOUTHCFNTFR MAIL Suite M enant Building Use RETAII Assessors Account # Property Owner ,1ArfRL ILLUIDNT1 JEnRS Pho Address Contractor Address 1 !ILO II e. PERMIT # Control # „.ii, 5535 88 -373 (-51:3) 26304- 9023 -03 ne (216) 871 -4800 Zip 44145 244 -2789 Zip 98148 CALKING CONSTRUCTION #RONCACI133KH 134 S.W. 153RD SUITE B SEATT E. WA Approved for Issuance B : �. PP Y 1 1 FOR BUILDING PERMIT ONLY S Ft. Sq. sT—t FT. Office - Storage/ Warehouse Retail - Other Occ. Load li CCP 10.1 a 2nd FT. `3rd F1. • Total Fire Protection: ISSprinklers ❑ Detectors Zoning C-P Type of Construction Special Conditions Pho ne Date: /J.:- Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 45,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #6494/ S. Receipt # '7'5,1S Receipt # S Receipt #750 S Receipt # S Receipt # S 382.00 248.00 3.50 FUR SIGN PERMIT ONLY 1 El Permanent ❑ Temporary ❑ Single Face ❑ Double Face [J Wall Mounted [] Free Standing ❑ 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 UR wURK IS ,:S ;ENDED OR ABANDONtU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CERTIFY TH I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JROINANCES GOVERNING S TYPE 0 RK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME Tu GIVE AUTHORITY TO VIOLATE U CANCE� TiE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCT! QNN OR THE PERFORMANCE OF CONSTRUCTION. it -1 Date I �_J _/1�•RSI�_ Signed_ _ d LICENSED CONTRACTORS DECLARATION I hereby affirm that li d ere Business and PPr ssions Code, and my lliice %se s in full force and effect. Contractor (signature) _ 1 iyNLC�lrs1 (L.4 . hL Mt 11J_L_�� OWNER - BUILDER DECLARATION 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is ^n! -.. ded or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Fullding'Division 6200 Southcantar Boulevard Tukwila, Washlnoton 98188 (206) 433 -1849 INSPEQ" ON RECORD PERMIT # `).— .3 5 Date 61 --moo - s, ? Af691 Type of Inspection 7 Date •Wanted %M' Y —�% -,F5 a.m. p.m Site Address - � . 3 &JOA Q-Q Project n,44 eL Requestor 50.,t,...) Phone # 2 e /c(—.2 7 c `Special Instructions vvs Inspection Results /Comments: Inspector- ter- �i� Date 4/4/47 CITY OF TUKWILA 6200 8uildiny'Division Tukwila, Washington Boulevard Washinoton98188 (206) 433 -1849 Type of Inspection INSPEC ION RECORD PERMIT # S 5-3,5-- Date Site Address ,-qG Requestor Sd� 1Lcv+ VL/_¢Q_ Date Wanted 7-r4 v -/y -g) (m. Project alo� Phone # 447-0 7(5 Special Instructions Inspection Results /Comments: C,'G''/ /;G //G7;►i J �Q.+u/�! /•''� Inspector Date ' T/'� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address A. Requestor GC-C---e-- Phone # o�T,- , % 87 Special Instructions INSPECT!ON RECORD PERMIT # Date 3l Date Wanted 3 3 ] it© Project D7-1 a.m. p.m. Inspection Results /Comments: 5(2 co r c %1 ed Date � sr Permit No. '� 1 t Date Li CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433-1845 f Job Address CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. Signed - Building Official /Inspector • , CITY OF TUKWILA Building Division 5200.Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 C_ INSPECr'ON RECORD PERMIT # Date 3-,7 - -i Type of Inspection 'A1) C4/2/%1/6r Date Wanted 3 -,27 cPf a.m p.m. Site Address /5729' S/ - /71/Yl— Project (3i i7/,(2/9-?/ Requestor Phone # Special Instructions Inspection Results /Comments: d /,/ , 32 Inspector Date 3" ,27 " C'IT1 OF TUKWILA ,Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection S 4 /i,If F-441",,,7 Site Address' A: v'vW46e0I Coved # Project noPe) Card Requestor ,9904( Phone # 0.25'g -271y 2W -63Vs Special Instructions DF -i6e- 3'"8 .iris INSPECT(N RECORD PERMIT # -835 Date Date Wanted o� 2 p.m. Inspection Results /Comments: � 4ir;.e5 /-�� �;r - vG�.S Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD ( '+ PERMIT # \5'535 Date Type of Inspection G Wig Y- cdlipb, Site Address c ,iii// 5/° Requestor .2//7/,? Date Wanted Project C a,(o-7 -, Phone # .m. Special Instructions Inspection Results/Comments: - 1 / 5 e?e r�PG J/, — fa - / %" ,+ te�e-- j-- fo,,e Inspector fdrvm Date -Z ..22/2p-• CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 ype of Inspection /' ,svti/Leri INSPECTION RECORD PERMIT # 5-53 s' Date —/G - Date Wanted Fv-aajv sew4 Project ia.C.saltad.V4-.."AiD 40 &____a_igi_- ;ite Address tequestor r!po...Al_ar„.3 Phone # .2. 7P7 ;pedal Instructions Inspection Results/Comments r [nspector Date 2.1/-7/4. CITY OF TUKWILA Building Division Tukwila,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection INSPECT {q 19N RECORD PERMIT # S 3s Date - /3- E. Date Wanted '%,,La.:, ��,_�� a.m. • .m Site Address_ yG jiA Project Vend' Requestor , Phone # 2Y-(- 7,5-F Special Instructions Inspection Results /Comments: Date' -��% THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TIJKWILA BUILDING PERMIT NUMBER __453,,,5 _. 1. • Nb'changes will be made to plans unless approved by Architect and Tukwi la: Bui ldi.ng Department. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas pipinq)w 3. Electrical work to be inspected by State Electrical: Inspectors and,all required electrical permits obtained through that agency. mechanical work to be:under separate permit. All permits to be posted at H.Job site prior to start of any -construction. • Any new ceiling grid and light fixture installation to meet lateral bracing requirements for. Seismic lone 3. ▪ Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. , . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free; Facility (1986 Edition). C City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor January 4, 1989 Fire Department Review Control Number 88 -373 Re: Cinnabon - 896 Southcenter Mall, Suite #M, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 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) (UFC 10.301b) 2. * ** EXITS * ** - UFC Article 12 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 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) 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by 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) (UFC 10.307) All sprinkler piping shall be hydrostatically tested. Test pressure shall not be less than 200 psi for two hours. Sprinkler protection shall be extended to the area above th false ceiling if there are electrical motors, signs or other electrical equipment. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) Local UL Central Station Supervision is required per (UFC 10.309) 4. * ** ELECTRICAL * ** UFC Article 85 - NFPA 70 - NEC Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) *w%�; City of Tukwila 1908 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire- resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) 6. * ** GENERAL * ** - UFC, UBC, NFPA A fire protection system is required to protect ventilating hoods and ducts. Protection shall also be provided for the enclosed plenum space within the hood above the filters and exhaust ducts serving the hood. 4-1,^ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 4 for protection of the plenum space within the hood beyond the filter and within the exhaust duct serving the hood may be omitted when approved listed grease extractors are installed. Carbon dioxide, dry chemical and liquid agent (other than water) systems shall be interconnected to the fuel or current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is activated. Shutoffs, valves or switches shall be of the type that require manual operation to reset. A readily accessible manually activating device installed at an approved location shall be provided for dry chemical, carbon dioxide and liquid agent (other than water) systems. The actuation device may be either mechanically or electrically operated. If electrical power is used, the system shall be connected to a standby power system and a visual means shall be provided to show that the extinguishing system is energized. U.L. Central Station monitoring of this fire protection system is strongly recommended. (UFC 10.314) If a smoke detector is installed in the HVAC system, the detector shall be installed according to the provisions of N.F.P.A. 72E. Upon smoke detector activation, the HVAC system shall shut down sounding an audio /visual alarm horn located at the front of the store. U.L. central station monitoring of the duct detector is strongly recommended. Submit cut sheets and drawings of fire protection systems to the Tukwila Fire Department for approval prior to installation. This review limited to speculative tenant space only - 1908 f City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor detailed description of intended use. Yours.: truly, The Tukwila Fire Prevention Bureau T.F.B. file ncd CINNABON Store: South Center Mall Location: Tukwila, VNashington Date: December 21, 1988 ADDENDUM .NO. 2 Item No. 1: By this Addendum 2, please follow the new Instructions to Bidders enclosed. Item No. 2: Division 8, Section 08100 Metal Doors and Frame. Revise Paragraph A to read as follows: Swinging door, "Ellason Corp." type SCP -8, It. /med. weight, white plastic laminate covering w/ 18" stainless steel kickplate both sides, and view window 2' —O" x 2' -6 ". Provide and install metal Jamb and hinges per manufacturer's specifications. Size and configuration as indicated on the drawings. Item No. 3: Division 8, Seciton 08100 Metal Doors and Frames Delete Paragraph B. Item No. 4: Division 8, Section 08700 Hardware. Revise Paragraph F to read as follows: For Landlord's hollow Metal Door Hardware: 18" stainless steel kickplate tenant side only. Item No. 5: Division 9, Section 09510 Acoustical Ceiling Systems. Add the following to Paragraph C: INSTALLATION SHALL BE IN ACCORDANCE WITH UL--P202. V INN ON Store: South Center Mall Location: Tukwila, Washington Data December 21, 1988 Instructions to Bidders Bidders are hereby invited to subrnit a stipulated lump sum proposal for furnishing all labor, materials, services, and equipment necessary or reasonably incidental to con- struction of facilities and completion of the work as shown on the drawings or included in the specifications, prepared by Carlson /Ferrin Architects, Seattle, Washington for a Cinnabon shop located at Southcenter Mall, Tukwila, Washington. All Bidders shall review the plans, specifications and Landlord requirements, and visit the site prior to submitting their bid proposal. Questions regarding the plans and specifications may be submitted to Page Pless, Carlson /Ferrin Architects, (206) 441 -3066. Bid proposals shall be submitted in writing, to the Owner c/o Carlson /Ferrin Architects, 1925 Post Alley, Seattle, Washington 98101, Attn: Page Pless, on or before 4:00 pm, Thursday January 5, 1988 . Bid openings will be in private. Determination of the successful bidder will be in private based on all pertinent data Included in the bid and at the sole discretion of the Owner. It is the intention of the Owner to award the contract within 10 days of receipt of the bid proposals, after which bidding information will be available to the interested parties. The Owner reserves the right to reject any or all proposals without explanation and to waive all formality in connection with bid opening. Proposals submitted by a Con- tractor as a result of these Instructions shall not obligate the Owner or the Architect in any way. AI 1 bids shall be accompanied by the attached Bid Breakdown, filled out. All work to be bid as shown on the drawings and /or indicated in the specifications. Contractors option to submit alternates for approval at an identified cost savings to the Owner. Submit with the bid proposal a description of duties to be performed by the job superintendent (e.g., supervision of subs, demolition, carpentry...). The successful bidder shall be required to submit a detailed construction schedule prior to award of contract which shall include proposed dates for required submittals and delivery dates of Owner furnished items. The successful bidder shall submit bidder /design mechanical and electrical documents to the Architect for review and to local authorities for permit application within 7 days of award of contract. Bidders must comply with all of the above requirements in order to be. considered. The successful bidder shall execute a "Standard Form of Agreernent Between Owner and Contractor ", AIA Document A101, 1987 edition, with the Owner. Proposed payment schedule as follows: 10% of contract amount upon execution of contract 30% of contract amount payable two weeks after start of construction 50°%o of contract amount payable at substantial completion 10% of contract amount as retalnage payable upon completion of punchlist TO: RESTAURANTS UNLIMITED e/o Carlson /Ferran Architects 1925 Post Ailey Seattle, Washington 98101 Attn: Page Pless RE: CINNABON Southcenter Mall Tukwila, Washington Gentlemen: The Undersigned, having carefully examined the Site, The Landlord requirements, the Drawings, the Instructions to Bidders, the AIA General Conditions of the Contract for Construction, the AIA Standard Form of Agreement Between Owner and Contractor (Stipulated Sum), and the Specifications for construction of the above named project, hereby proposes and agrees to furnish all labor, materials, equipment, ,plant, trans- portation, services, sales taxes, utility meters or connections, permit fees and other costs necessary to complete the construction in strict conformity with the drawings and the specifications, including all work specified in Addenda No. (list Addenda issued, if any, and dates of issue): as prepared by Carlson /Ferrin Architects, Seattle, Washington, for the stipulated lump sum of: (t ) dollars. The above bid includes applicable State Sales Tax. The Undersigned has read paragraph N. LIQUIDATED DAMAGES, of the General Conditions and further agrees to cornplete the construction (as defined by Substantial Completion) within 28 calendar days from notice to proceed. SUBMITTED BY: FIRM NAME (A corporation, partnership, sole— proprietorship) SIGNATURE ADDRESS CONTRACTOR'S LICENSE NO. TELEPHONE: DATED THIS DAY, OF 19 CINNABON Store: Bidder: Location: Date: Bid Breakdown Categories: 1. General Conditions 2. Supervision on the job 3. Permit & plan check fees -t Temporary facilities and barricades 5. Concrete cutting & patching 6. Roof Patching 7. Doors/frames/hardware 8. Framing (material and labor) 9. Drywall 10. Ceramic wall tile 11. Flooring (ceramic tile) 12. Flooring (VrT) 13. Ceiling 14. Painting 15. Cabinetry /shelving a) Marble tops (O.F.C.1) • b) Sneeze guard (stainless steel frame and glass,CFCI) 16. Finish Carpentry 17. HVAC a) Exhaust hood system (C.F.C.I.) Hood (O.F.C.I.) 18. Plumbing 19. Fire Protection 20. Electrical a) cost for service from landlord panel to space b) cost for new panel and circuits in space 21. Sign installation (continued next page) CI NAB O N Store: Bidder: Location: Date: Bid Breakdown Categories -- Page Two: SUBTOTAL 22. Overhead and prof it SUBTOTAL 23. State sales tax (if applicable) GRAND TOTAL BID ALTERNATES ADD FOR: 24: Marble Countertops (C. F.C.I.) 25. Signs (C.F.C.L) We are sends you the following: ❑ Attached ❑ Prints . bmittal ❑ Under Separate Cover ❑ Originals ❑ Samples For Your: ❑ Innff ration and Use fe Preview and Comment ❑ As Requested Action R uired: As Indicated ❑ No Action Required ❑ For Signature & Retum If enclosures are not as noted kindly notify us at once. To: 0 MEMORANDUM T S s, I Gtk4) .&-- Date: 12/21 &S e. _I& '. i • i % 1 �PLoiect No.: g L2. O- /. Of a. : f. Attention: S A 04 2MI ► e: 2 Se.k e) Pr/ 6k 2 , c'e ck .m p7 - / / (1,�' 1925 Post Alley Seattle, WA 98101 206/441 -3066 r CINNABON Store: South Center Mall Location: Tukwila, Washington Date: December 21, 1988 ADDENDUM NO. 2 Item No_ 1: By this Addendum 2, please follow the new Instructions to Bidders enclosed. Item No. 2: Division 8, Section 08100 Metal Doors and Frame. Revise Paragraph A to read as follows: Swinging door, "Ellason Corp." type SCP -8, It. /med. weight, white plastic laminate covering w/ 18" stainless steel kickplate both sides, and view window 2' -0" x 2' -6 ". Provide and install metal Jamb and hinges per manufacturer's specifications. Size and configuration as indicated on the drawings. Item No 3: Division 8, Seciton 08100 Metal Doors and Frames Delete Paragraph B. Item No_ 4: Division 8, Section 08700 Hardware. Revise Paragraph F to read as follows: For Landlord's hollow Metal Door Hardware: 18" stainless steel kickplate tenant side only. Item No. 5: Division. 9, Section 09510 Acoustical. Ceiling Systems. Add the following to Paragraph C: INSTALLATION SHALL BE IN ACCORDANCE WITH UL -P202. C'INNA113 ON Store: South Center Mali Location_ Tukwila, Washington Date: December 21, 1988 Instructions to Bidders Bidders are hereby invited to subrnit a stipulated lurnp sum proposal for furnishing all labor, materials, services, and equipment necessary or reasonably incidental to con- struction of facilities and completion of the work as shown on the drawings or included in the specifications, prepared by Carlson /Ferrin Architects, Seattle, Washington for a Cinnabon shop located at Southcenter Mall, Tukwila, Washington. All Bidders shall review the plans, specifications and Landlord requirements, and visit the site prior to submitting their bid proposal. Questions regarding the plans and specifications may be submitted to Page Pless, Carlson/Ferrin Architects, (206) 441 -3066. Bid proposals shall be submitted in writing, to the Owner c/o Carlson /Ferrin Architects, 1925 Post Alley, Seattle, Washington 98101, Attn: Page Pless, on or before 4:00 prn, Thursday January 5, 1988. Bid openings will be in private. Determination of the successful bidder will be in private based on all pertinent data Included in the bid and at the sole discretion of the Owner. It is the intention of the Owner- to award the contract within 10 days of receipt of the bid proposals, after vwhich bidding inforrnation will be available to the interested parties. The Owner reserves the right to reject any or all proposals without explanation and to waive all formality in connection with bid opening. Proposals submitted by a Con- tractor as a result of these Instructions shall not obligate the Owner or the Architect in any way. All bids shall be accompanied by the attached Bid Breakdown, filled out. All work to be bid as shown on the drawings and /or indicated in the specifications. Contractors option to submit alternates for approval at an identified cast savings to the Owner. Submit with the bid proposal a description of duties to be performed by the job superintendent (e.g., supervision of subs, demolition, carpentry...). The successful bidder shall be required to subrnit a detailed construction schedule prior to award of contract which shall include proposed dates for required submittals and delivery dates of Owner furnished items. The successful bidder shall submit bidder /design mechanical and electrical documents to the Architect for review and to local authorities for permit application within 7 days of award of contract. Bidders must comply with all of the above requirements in order to be. considered. The successful bidder shall execute a "Standard Forrn of Agreement Between Owner and Contractor ", AIA Document A101, 1987 edition, with the Owner. Proposed payment schedule as follows: 10% of contract amount upon execution of contract 30% of contract amount payable two weeks after start of construction 50% of contract amount payable at substantial completion 10% of contract amount as retainage payable upon completion of punchlist TO: RESTAURANTS UNLIMITED c/o Carlson /Ferrin Architects 1925 Post Alley Seattle, Washington 98101 Attn: Page Pless RE: CINNABON Southccnter Mall Tukwila, Washington Gentlemen: The Undersigned, having carefully examined the Site, The Landlord requirements, the Drawings, the Instructions to Bidders, the AIA General Conditions of the Contract for Construction, the AIA Standard Form of Agreement Between Owner and Contractor (Stipulated Sum), and the Specifications for construction of the above named project, hereby proposes and agrees to furnish all labor, materials, equipment, ,plant, trans- portation, services, sales taxes, utility meters or connections, permit fees and other costs necessary to complete the construction in strict conformity with the drawings and the specifications, including all work specified in Addenda No. (list Addenda issued, if any, and dates of issue): as prepared by Carlson /Ferran Architects, Seattle, Washington, for the stipulated lump sum of: (t ) dollars. The above bid Includes applicable State Sales Tax. The Undersigned has read paragraph N. LIQUIDATED DAMAGES, of the General Conditions and further agrees to complete the construction (as defined by Substantial Completion) within 28 calendar days from notice to proceed. SUBMITTED BY: FIRM NAME SIGNATURE ADDRESS CONTRACTOR'S LICENSE NO. TELEPHONE: DATED THIS DAY: OF 19 (A corporation, partnership, sole— proprietorship) • CINNABOlrT Store: Bidder: Location: Date: Bid Breakdown Categories: 1. General Conditions 2. Supervision on the job 3. Permit & plan check fees 4. Temporary facilities and barricacies S. Concrete cutting & patching 6. Roof Patching 7. Doors /frames/hardware 8. Framing (material and labor) 9. Drywall 10. Ceramic wall tile 11. Flooring (ceramic tile) 12. Flooring (VCT) 13. Ceiling 14. Painting 15. Cabinetry /shelving a) Marble tops (O.F.C.I ) • b) Sneeze guard (stainless steel frame and glass,CFCI) 16. Finish Carpentry 17. HVAC a) Exhaust hood system (C.F.C.I.) Hood (O.F.C.I.) 18. Plumbing 19. Fire Protection 20. Electrical a) cost for service from landlord panel to space b) cost for new panel and ci rcuits in space 21. Sign installation (continued next page) CINNABON Store: Bidder: Location: Date: • Bid Breakdown Categories -- Page Two: SUBTOTAL 22. Overhead and profit SUBTOTAL 25. State sales tax Of applicable} GRAND TOTAL 131D ALTERNATES ADD FOR: 24. Marble Countertops (C.F,C.I.} 25. Signs.(C.F.C.I) Ate.c-A, oVe, Prif300C (1,691)05g)-7: 2.5.ss 114i)(4-) 6-,)60613-15)*.6i4-19y-0 05 (1-3 NXI gum ae,0 tux_ sco 11,••■•••■■ ON•■••■•••■•■•,. •■•■•■•■•••••• Ow, L • 7 srst.. GleAC pAct.MTEAD cada AP44-4 a4.14/ 0,140 c),8cX, 6 I Witlate. ck0A- 1,44,14. _WA 5-12-V ICE AP-VA 1 v--; • 2 0 ° ci iidoti . sui.t014 k 60..AD \\ . . \ .. &PoroS Prgeo, \ 00p61 c■igi \ \■*. ckla.04.----'- , \ -2,1 I 11/4,t_..ec:,14 • , seArnsfcm41-242-__MALL cAle-t-soc•V Per-pp.% essAcAatcaS. . PF---cmwtesake— tie , risS ORDINANCE COMPLIANCE - PLAN CHECK Sheetjot Date: 12-15-68 * $8--3-73 P51(p 50. MALL / oo(TE FG - Co The following corrections and /or clarifications are required to complete the plan review. 441 -)Ca fo 1, Noczr G is ►. +J • t.!) FOR. 0 Dreg _ — IRE et of 2 . �j% =,G. 330E A ► U t Os _ ALL us NS. E. • Di a4,1 of -11- F Fo U ua rwc,‘ CL)AL a) �l...lM1tilA�� -/Dooe b, TROUPE M%tdMum kS"CL.EA 'S'AGE. AFOt)E To? ©F tU)ALL r=oe. FELL LO P% }} Of UJA LL,l, No ADD Vtst o Lt ?AtaEL To V0OR. \P_ax,LA 6,-P■ gankA et LUU.LG4 ArE.Met l . (O,L .vestc4i4 P Zoz CE. l_...; `" +... _ !.--• _ . _ !ter• BLE) NOTE -D o i 1-4Fcir4 SANS • v FaCtten CE LIRCI W..6E.t L PIR.OU1Pt D1 T41L. 45 1-4e. 17L Ick" eRct.eouRe. 414 t: 4ou.) ORDINANCE COMPLIAN c CHECKLIST Project:0 NNA60W - Z Oce. Foot> CQI. RT' 89(v So On2 MALL r Qrr6 FG - (p 4 8:: 1. OCCUPANCY GROUP: A -2, t ()(LE'%p�c4 U5� 1<j 1'�G1-�E1•l 503 (a) 2.'p 2. TYPE OF CONSTRUCTION: 'X15T It' N WC;L___ 3. LOCATION ON PROPERTY: /l 4. BLDG.HT./ NO of STORIES: '/ 171:.(i: G1 $JD. FCcc2 /C. 5. FLOOR AREA: Tet,A44T Sheet ( OF File # j -3- 6. OCCUPANT LOAD: 4050C1/2-00 g. (Fee 3 L -%t )(GA • 1L• 1r :! e DETAILED REQUIREMENTS: (570ccupancy Wc, ype of Construction Exiting D. K . tAG t SU 2. sou.) aNn AcGGt�Et> ic.1..r9./1 °ZttlINIIII•Wal• 04E:3s:ci. rL- ede -Regui ati-ons ,cu ttid ct. ($ Cc-44LN vo2 W a Ccte5, o _ • V t Et) t- t re, AT �oc> �2 la N texoc- 0 To 6 5 . F. Engineering Regs. & Reqmts. Compliance w/ W.S.E.0 Compliance w/ Chapter 51 -10 W.A.C. NOTES: It to Fle We are sending you the following: ❑ Attached ❑ Prints 0 MEMORANDUM T S To: City of Tukwila Date: November 11, 1988 Building Division ProjectNo.: 8822.04 6200 Southcenter Blvd. Re: Cinnabon at Southcenter Tukwila, Washington 98188 Mall (FC -6) Attention: Bob- Benne -dic o Food Court 'Bez-V-`\ Avis Enclosed are the following for your review and comment Two sets Prints JO Submittal - Two sets of Specifications ❑ Under Separate Cover - Two sets of Cut Sheets ❑ Originals - Payment check for fees ❑ Samples — '( 0:• { IA 0 For Your: ❑ Information and Use k] Preview and Comment ❑ As Requested Action Required: NJ As Indicated ❑ No Action Required ❑ For Signature & Return If enclosures are not as noted kindly notify us at once. leAif'}11t._f CITY OF WI waif Bv: Page Ness cc: File 1925 Post Alley Seattle, WA 98101 2061441.3066 BUILDING G't -i CITY 01' TUKWILA " ` "°'lding fv1s1on BUILDING PERMIT APPLICA �' ION �\� 6200 Southcenter Boulevard �(�• Tukwila, Washington 98188 Control # S,V 37 (206)-433-1849 •9 ep ,50Laii etil%%u. maxi , L-6 7n1 Site Address Southcenter Mali, Tukwila, Washington Suite# FC -6 Floor# Ground Project Name /Tenant Cin b Valuation of Construction 0.0) 'Assessors Account# a tog oLI-103 -0a Property Owner Jacobs Visconti Jacobs Phone (216)871 -4800 Address 25425 Center Ridge Road, Cleveland, Ohio Zip 44145 Applicant Restaurants Unlimited, Inc. Phone (206) 547 -1611 Address 1818 North Northlake Way, Seattle, Washington Zip 98103 Architect /Engineer Carlson /Ferrin Architects, P.S. Phone (206) 441 -3066 Address 1925 Post AIIey. Seattle. Washington Zip 98101 Contractor To be bid License# N/A Phone N/A Address N/A Zip Class of Work: X New [l Addition IE Demolition [l Interior Tenant Improvement D Remodel (residential) Reroof Demolition Other Describe work to be done Tenant Improvement in new Food Court Type of Const. (UBC) X Occ. Group (UBC) Square footage of entire building N/A Square footage of tenant space 405.75 SF Building Use Food Court Will there be a change of use? ❑ Yes X No If yes, describe change of use, including square footages of changed areas N/A Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes C1X 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. ��j/ Applicant /Authorized Agent (signature) .1/ j� Date /kin/ 15% /' (print name) Pagdless Contact Person (please print ) Phone 04 I '3066 OFFICE USE ONLY �Qy' FEES: Building Permit Fee (000/322.100) $ �00 Receipt# Date Paid // 7 —8 U Plan Check Fee (000/345.830) ' 100 Receipt Date Paid / /— /1-8d Bldg Code Sur Charge (000/386.904) 350 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL .3 350 (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Ent r- Building: FLOOR USE /Occ Type SQ.FT. UUC LOAD USE /Occ Type OCC SQ.FT. LOAD USE /Occ Tvp: SQ.FT. OCC !man TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENT ,BLDG ✓ INN /T$3 Approved for Issuance Type of Const. To Mahan: Date A''roved: - • :' Approved irrTifrals 40 Per letter date. ' ,c, FIRE 12.27-$5 1 ,D-9)% Fire Protection: • S. rink ers ❑ Detectors „q 3 V►� PLNG Approved (Initials) • BAR • 'No " e 1 IN 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 CITY OF TUKWILA Building Division Tukkiti tWi hlnatonul98181 (206) 433 -1849 Type of Inspection /14 Site Address at 4/rS D -r •-/A. 3'7) 3 :equestor Special Instructions 15,r, INISPECITON PERMIT Date � o 02 b 1 • s fk f Date Wanted Fi,// is - oya.m. p.m L Project Phone # Sly 3 .2.ro Inspection Results /Comments: nspector Date le97,2. 3/), 5 *4*,•••,,e1-7-tie•e•.' • s' $.• " - • • . • • • . • . JLf 1, , • ' lTY , . .. • . C PT 0 MAT RI - ' : s• a .. 4, • S Std White 1 1 SOcifications .. , Double oven • , ! • 2'8V , Color Guild S See SpeciticatiOra • OFCI • Paint S Sherwin-Williame T To match ""' . Fastron Coneouter Ceramic D Dal-Tile W White 16o P OFCI . . ' .t. •• Dal-Tile C Ni I crowirve with cobalt accents. 120V -Protective f -- OFOI See specifications ' F4 . . Refr igetator 120V • OFCI Double door 5 , , Beverage refrigerator . . 120V OFCI Single door ' • . Eb . ,., Soda ti ice Machine 120V As req'd OFCI - avide cut-outs and/o7 conduit to syrup storage as shown -- - (7 Gough srieeter 120V ---- OFOI Ea rlixer • 2'8V = OFCI .1110.1.01gataaMOW.a•••■• E9 thermal' shelf 120V CFCII .. E 10 7. . Cash registers 120V 120V 120V OFCI 11111111 As req'd OFCt . . •Eli El I • I Proofers • • .. • 11“......adamag.gaidemalta. •■■•• . F.,2 E . l 1 Coffee makers , E13 Coffee grinder 120V ae -- OFOI , ... . . _. • in Provide mop hooks abow P3 1 50 gal. hot water heater . . . 1601111isminiliMMIISMIlo.reirefiatear M1 Bolt to floor Exhaust hood system Exhaust System CFC1 KS M5 ••110.1a0.1.11•• • M7 Shelf base, shelving and all hardware M8 Vero location with Owner M 1 M12 14OTES .TO EQUIPMENT $ SIGN LISTS F.O.I Owner furnished, Owner installed Zet Contractor fufrushed, Contractor installed F.C.I. ..Owner. furnished, Contractor installed • 'These lists are provided for the convenience of the Contractor, but are not intended • to •inclixte all items rieCessary for construction of this project. eew all items for power end plumbing requirements. • ferule specifications for .coordinatioil requirernerits with supplier of all Owner nisived items. . Provide locat:cm and sipe of cut outs in marble countertops to supplier. See • picficato*s . • r 1,1F-• ossIgmalgaggasgeffIgIA6011.7•1100Pgrilina 1.".^."7. • •''' "7 • • •''.?" . . - - _ 13CHE gs.- 1 .. . • .a„ttl, M MAT RI - - . „, A* *t • • S Std White 1 1 SOcifications .. , .; a P Paint C Color Guild S See SpeciticatiOra • C • • Paint S Sherwin-Williame T To match ""' . . Ceramic D Dal-Tile W White 16o P Pattern as indicated on E. C Ceramic D Dal-Tile C . . d with cobalt accents. F - -Protective f frlasonite or I IViIi S See specifications , • GENERAL NOTES ................4.1c...0•1100.........0•00..........orm...m.w. i COntr3Ctor to visit site, review existing con review mai' requirements prior to submifta 2. eDeeir:ti°eligish:,ur6inadceseetomr°evemaienxist ..,,,......d.011--ttblioli:d:ersid. ..i equi 5 GinesnepercatlioCn°s Not iPfnly wig par ti t ions en,wtn.eerlocleSALreLqudiirscerde. pPanactc.hiesand prepare for f 'nosh • 3 ' Verify existing dimensions prior to commencing work 4 cPeludminbeg croriacriidtleolnescptrr:coliatnotboo Jr. eview below floor/above provided by 6 General Contractor will furnish and install any and ell metering devices or required utilities to the space not 7 Ai 1 ermensions to finish face uniess noted other wi.,r ndtthnredats :a: any di ant secure caul rl ef eaelrl, required permits and 8 Ali GwEi to be 5/8" type "X" unless noted other wi!,.r. y t.lst•-water resistant •GwB at all wet erects '0.8' -11" 10 nG:ivoliwatilliseuxntefensds dnontleicrliolmthuerrriw°:seb", above ceiling ot col 1 1 Ali teirliraulLshchial 1 : mi 12 General ContractOr to ensure all substrates smooth. n090:: surfaces to be"flwah where *foot. .„............\ mlevoetel.ripprallusm:Tand:.....tru,,ea7p.,rio r.,,4,9,,,,,,,to in.,rnsta,1,6100..„...z,4000tlation of f ir.w-f1,40_ itr,„--- .... . _xi Ji eisi. -4.P41-.4 • 4 ,d . --* - ' ' I •Nr. i ,i 1 44 • .9, 1 - 1P."-+ 11., • 3192 • " • B11..) . '"""" ifl4%,•EV1-519W 112.2iiziii :afe.)153 .. ‘ . - . ii 1 4 - . - W DONALD E. eilifeat6 ATE OF WAWA* .e• ) • 1. •=1=4:1=11.11.141111/4 FAPTIAL rtiett- rtri1 4.1HriA•evoll ill .000P eplir -Eliason.lEasy-Svetrig2 ••••.•••••'•••••••4.--..- parrE : g,Ravior A N 1614 , EIALIC-7e, eerpeee-leee.", cerEEL te-icgstrLATE Acr At.4. r")00P--b baTH 2.4 •"`: • *. - . : / 1, • • , SOUTHCENTER • . Existing wall to remain re/oviva "xo TOtIANT SICX6. OP AS rriDleekrE,P isting wall to be removed ---"7"---Vew v—TiriTli tl.,-5-7p-F-4.5irg-1 -13751r—es - metal son iricT c c (unless noted otherwise). Provide water resistant GW$ to 8'-O" at 31; wet areas New or existing wall as indicated with wall standards spaced 24" :r o.c. MaAimutn. General Contractor to provide (or verify) continuou vertical framing for attachment. Elevation Number S t-alee t NA.171 r EL E VA ION sEcrioN • IEBETAIL M22 1\4;1 M24 0,425 Fire extinguisher • ritro shelf and hardware (wall mount) • , • • firessiommoloilre9Palsominialmros , I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of a■-.y adopted code or ordinance. leccipt of contractor's )1 copy pprove tans acknowledged. iy,111 ItA Date...1.42i --.:.. c. Permit No NV' -••.........-,.....,............--.,s;.,.......--.• M26 ,Is taalloafra•laaaava Doorefelumber (Sei Schedule) • laa....pmaoaga.,gaaaa••••4 . • , .:.•.,-•••••' . • • .". . --..44e,erefeAreee . • H1WHIIIIIIIIII1III1 HI111111111111111111111111111111111111111111111 IIl 11111111111111111111111111111111111111111111111111111111111!11111111111H1111111111111111111111111111111�I111111111 4 b 6 7 8 9 10 • '',•e•., • • . ' •. " ' ••••.•• • • ' - „ . • - • •••• - f.);• • . ; P 0 isms t'lc, 3 • 1 11Ct.TE41,- If the microfilmed document is less ci.ear than this • • otie, it is due to the quality,of_the original _document. oc i.3‘; L 9Z 5Z Z - '168-- 61- - • IA -et et Lt. - 6 .0 1. 9 5 +7 1 • PAA1E &EPP...ANY 12 OWNER: LANDLORD. Restaurants uniirriiied, Inc 1018 N Northlake Way • Seaftie7Washingtun 98103 206/634- 0550 Car Inat/F rr r tri A.r ebi trcts. P S 1928 Pike Place Mdritet Seattle. Washingtoh 98 1 0 I 206/441 —306 ' • 5' JAWSS v1corfli JACO6s catiTe12- Preee,\P"/ -LEN/ELAM"; 01410 4.41-14-5 / 21.0/ 612 25/X) . spacenocatim F6- Proposed Use Preparation and saie 01 oi and associated products. Floor Area; 42". rbF 0000-ainoy Type: 8-2 Occupancy Load::_± (1 per 1001. f ) Building Fully See metered rriori rolls CITY OF TUKWILA APPROVED JAN 198 Watt faMINS Ch**0 • RESTAURANTS UNLIMITED' 1810 N. Notthtakef Way Seattle, Win9:1*,:s00. SOLM4cE ILA „ BUILDING DIVISION •ij 11 • 1 . Al (.0ver Sheet waxraara. 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OVI E 'I'ok6.ok ALL A47-"Hlt, �f i • . e% A y 6i& " Hi ! klb Lo • • I1 STOOL. NA, OU N'1fl N - PETAL L T; r� I A' LAW 14' rt o4'P AU MR" wails, . 4 6Utittg. Or APO r 4EA '( U.. sp410,4000 Lt®IJ 4;414- rim i‘gii-ICVil A'i WO, AttAct4 O aou putlarxm vrt lr4. fj 4.jlt'1 . aim woo. tex ac. 14144 4T 1Yrr. `A ", 09001 cf ` e' 41-011 # 1F,f, Tor' to a`.Il iere oe. cf •iV ii 0 * l e ' , . f roe-ot. T o l : 6 u . SHrLYf SIG bt AIIo " r1./ rs.10 .1y LAM AU- rac?O..v' .21• ®II ro gr.ALAL — Z >G our 9 %4- , .'G• ?� "at. Zxc CAJT oripixvise. otto. SRELf v-014 MOUNT UN161 RLJ1. °® 1, NIDE.Ksien- or PET,IDiANT MooNr FRom CEIUNd W P .. • cONPU%(1" reP "3(1CoNDLir (5001 AND COIdEI'2 •r- r'tcAL. PixTJRE I�r1� p),JI'i� —~ 1 .� K I Ii L*1IT1- 4N 17 a, .44,AIN Ftt' ' ! Nat 0; 12/kiwi' . 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Northlake*Way Seattle, Woshingtelli 981.4 aOLT H C ENT #e- . MALL. f N L ,1.4 PE.TAII L5 •t:,•••";,dAs.,•,..\•„,,?t••,1,- • - • • e Ito... • • •••■•••••■••ro-Y•sraer.....- • 4LeV'S • • • ..-s• , • ' •-• • . 7 • *- • •-• • " - 40.00, tra .3116. ••••.•••f\:' " , • • l• !••• ••■■ • ' • .‘ P. • ; 00•641..$ AO. 41C.P1p det0141441, O* 0 4411* (Miff sirsio4r) fr 41, 040104 t teMiu M Twig. kienti =460revil 41*4 ger 044 Mt Meter own. rri M d $14" M4 resa,. **Natift*,001104,) 19"P14074:1444Zits Crlotiler InlatW 6" I0AP1i.no ,144- 0.4 WO*" ikelteaVO OUP MIDAMAIK VM ?A:4. HI 4 attsiser %MON '4 wmitteessi Vs° go • ; ' ,:••• . 4, , • • • • . ' • • '• • el* Rgiii 1.21TrOdry '9ttt4re4P 1rritil" 4grol1 WWI "a is-46iPt g0* Mori llitiftomft • • 010e4441101°4 OH 6406 Aiiipee2.e ASJAW • .C9 41140 LA • I•P" • , .„ . • _ : .. 1:-.,-, , -- ... 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' 5 6 7 8 9 10 H----::,--,=.1■101.1i1-: ' If the microfilmed document is less clear than this •' - t. - tiotide it is due to the quality of the original document. 0 c 6,, pc-, Le. 9e. G e re z cre, • .te.'"...1,..z. ,,:b.Z 6i 8: LI . §1 GI. +IL t51. Z1. 14 OL 6 0 L 9 C. 9 t: Z 1 odvi 0 6111111 1111111111111111H111111!111114111111011111111111111111111P11111111111111111111111111111111111111111111111111111111111111111111.111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i111111111111111111111111111111111111111111111111111116111111 , • , ••••••••.‘ x i • : M Fula.= Ws - • RESTAURANTS UNLIMITED j. 1118 N. Northialte Way - Seattle, Washington. 90143 . WLITI4CE.riTaig 1,14/4V SIONIS • , 0 11988.\. , mm5t.00*,11) F,, NOTES TO LIGHTING PLAN 1. J -BOX FOR SIGN TRANSFORMER ABOVE T -BAR CEILING. CONTRACTOR TO INSTALL COMPLETELY OWNER FURNISHED SIGNS. SEE "MEYER SIGN DRAWING" AND A -1 FOR FINAL LOCATION OF SIGN J -BOX. 2. PROVIDE UNSWITCHED (HOT) CONDUCTOR TO NIGHT LIGHT FIXTURE. 3. PROVIDE HOLLOW PENDANTS FOR ROUTING WIRING TO UNISTRUT- SUSPENDED FIXTURES (TYPE "B /C "). 4. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. 5. CONTRACTOR IS RESPONSIBLE FOR 'VERIFICATION OF LOCAL REQUIRE- MENTS FOR EXIT AND EMERGENCY LIGHTING. IF ADDITIONAL FIXTURES ARE REQUIRED, THESE ARE TO BE CFCI. EXIT LIGHT: PRECOLITE EX1 OR EX2 WHITE. PROVIDE EMERGENCY MODULE IF REQUIRED. NOTES TO POWER PLAN I. MOUNT RECEPTACLE UNDER COUNTER AT REAR OF CABINETRY. COORDINATE WITH GENERAL CONTRACTOR FOR HOLE IN COUNTER FOR EQUIPMENT CORD AND PLUG. HUBBELL IG -5262 RECEPTACLE FOR CASH REGISTER. MOUNT RECEPTACLE CENTERED IN TILE. PROVIDE STAINLESS STEEL COVERPLATE. MOUNT AND CONNECT COMPUTER TO OVENS. PLUG POWER CORD INTO ADJACENT RECEPTACLE AND TEST FOR PROPER OPERATION. VERIFY VOLTAGE AND HP OF MIXER IN FIELD WITH SUPPLIER PRIOR TO INSTALLATION. 6. MOUNT RECEPTACLE UNDER COUNTER AT REAR OF CABINETRY. 7, MOUNT ABOVE SPLASH IN WALL. . PROVIDE FLUSH - MOUNTED MANUAL MOTOR STARTER SWITCH WITH RED PILOT LIGHT AND THERMAL ELEMENT. LOCATE WIRING CONNECTION SO THAT OVEN CAN BE PLACED TIGHT TO WALL. 10..' PROVIDE TOGGLE -TYPE DISCONNECT SWITCH AT EXHAUST FAN. 11. PROVIDE FLEX CONDUIT, AND WIRING TO BOTTOM OMEN. PULL WIRE FOR TOP OVEN THROUGH BOTTOM OVEN. • 12. EXTEND/ ROUTE NEW • TELEPHONE SERVICE CONDUIT TO NEW Teu a)m 1 SHOWN ON PLANS. VERIFY EXACT LOCATION cr I Ahttiirc �� TELEPHONE SERVICE. A - ibn5 ve.12 -1 tG.AI..L`f ON VVALL. 13. -SEE MECHANICAL DRAWIVCS FOR ADDITIONAL WORK NOT SHOWN HERE. PLAN - LIGHTING c c•,Q..L E : 1/4 Mair4T 444 e Nre.A4 .. FAvPiVe ectP .M111 -11Nl tp x..) aver4 rte® -1/3 N.P. 1wv, 14' P{/LL NEW . ��vGVNr T 47 IN i %Ir7Ti►Jd1 'Z - (At'I vx, WFT. r:sel. 9 V>cpil''Y) Gel LA h.liri f eLEc.TI&.IG• e }z.ovM 1 r _T —T (�GrOirlo1.1 At') 11,1 LANGL.Or2V4P , i 'r t/ 1 . • ! j 1 1 I ! ISM i 1 G W NAti%1.1 E* Ar. —" N VAS. UNIT, 4. Ti rJ W /7. 1e,W �J I''P. 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'4E L E.Lcsc..T?.tCc1l.. 0 . PRotJ t,.. A ‘51-41-ca ` 1J. of LAZ) 't . RESTAURANTS UNLIMITED ' 1818 N. Northlake Way Seattle, Washington 08103 SOUTH cE HT'L - MALL. TU14JILAS kA PLANS & POWER DISTRIBUTION DIAGRAM D1: G 2 ' 1988 • Date _ 1 I - _e0 sip ix t,,k : I '7rALL �EI'f�,- T F�©1_4.'r PANeL.• ANIF' F.2-v• (1) O' Ir c-oN umx--- 431- 1_ 2•w A.k p. L,GL. = I Okoa. -re ? 6F JNI7 LA. = ep vI rats Loa-lc-ON vie-e n./�C�- G F tit ll T ►�1O 1" -4�. C7AT..A TAWLA IOrJ 1 ' 12 -!BHT. H TIL b•% /AIp_ GoNlawrlONiNOa FT' GIra FT P•aF' -� -- FIXTURE SCHEDULE ITEM DESCRIPTION DOUBLE OVEN FASTRON COMPUTER MI CROWAVE REFRIGERATOR E5 BEVERAGE STORAGE REFRIGERATOR E6 ICE MACHINE & DRINK DISPENSER H9 SOFT DRINK CARBONATOR E7 DOUGH SHEETER E8 MIXER E9 THERMAL SHELF El0 (2) CASH REGISTERS Ell (1) PROOFER Ella (1) PROOFER E1 2 (1) COFFEE MAKER E12a (x)• COFFEE WARMER COFFEE GRINDERS HOT WATER TANK OVEN EXHAUST HOOD NEON SIGN ";WORLD. FAMOUS" -NEON SIGN E'SERVED OVEN HOT" NEON SIGN .. "CINNABON" NEON SIGN MENUBOARD & SHELF VOLTAGE/ PHASE 208/3 120/1 x20/1 120/1 120/1 120/1 120/1 120/1 208/3 120/1 120/1. 120/1 120/1 120/1 120/1 120/1 208/1 120/1 120/1 120/1 120/1 120/1 120/1 *SEE ABBREVIATIONS, SHEET E -2 • KW/ HP (2) 11.5KW .05KW 1.5KW 1.1KW .8001(W REMARKS* 0.F.C.I. 0.F.C.I. 0.F.O.I. 0.F.C.I. 0.F.C.I. 1.4KW O.F.C.I. .8KW BY SUPPLIER . 6KW 0.F.O.I. 2.46KW .3KW .O3KW O.F.C.I. 0.F.O.I. 0.F.C.I. 1.51W 0.F.C.I. 2.OKW 0.F.C.I. 2.3KW 0.F.C.I. .1ICW 0.F.C.I. ..84KW 0.F.O.I. 4.5KW C.F.C.I. .2KW O.F.C.I. .48KW O.F.C,I. .36KW ' 0.F.C.I. .48KW O.F.C.I. .15KW 0.F.C.I. .03KW 0.F.C.I. ELECTRICAL DATA TABULATION DA'I 11 - !!Lt3r3 SHOPPING CENTER .. �d�.rr'Hc.�,I•I't"�1z- MAd.,.L TENANT'S NAME 4:2-IrJAR1 ✓ UNIT NO. -- "Co AREA . 3 'a• Pr, Load Typo Ceasastad KW LIGHTING 1,100 RECEPTACLES *SPACE COOLING *SPACE HEATING WATER HEATING 4A70o +APPLIANCES 41,'2- MOTORS LARGEST MUM. .f' RuPN� L.0 i�TA�ITERT�CFE, -.,�. .....-- . ----»- ��u _ GONDUC°i°01�9 rL-tHN SERVICE REQUIRED: CONDUIT SWITCH �pA.P _ FUSE 9 �E Ca>�11'L> D MY 1L iliM Demand KW 2�12� 1.42l00 4.�a00 SERVICE AVAILABLE: tNDUIT - -- CONDUCTORS ---- SWITCH Fun JUNCTION SOX �JO'r- : * PAr. r D0LlpJEa A4Jc:7 ul r' Y. !"HR E �2 NOT- ro dc�vrz- rv�0 ►.QAP ' 4 LL E -Pe) i T�F.- Mit.1a �n-►G -1297:46.L. c-r,NI J!✓:. -TEI' • -� l_a�i �*►J t� LE'At" LIG� FIXTU��E SCH�DlJLE TXPE FACTURER A C D CATALOG N0._ ;MPS, MINIM LITHONIA 2SP340 -Al2 -120- RADIANT LAMP WARM WHITE F4 OWW'EG (3) ABOLITE RLM #BD °Z^0 -MED 50W A -21 UNISTRUT P1000 IITHONIA 2SPG- 2U40--PcAS 120 -ES E LITHONIA OPTION " -EL" RADIANT LAMP CO. WARM WHITE F40WWU6E (2) • F ABOLITE RLMIBD- 300 -I{ED 75W A -19 G PRESCOLITE EX1 OR EX2 2'X4' GRID FLUORESCENT RECESSED W /ACRYLIC PRISMATIC LENS & ENERGY SAVER BALLAST 0.F.C.I. UNISTRUT SUSPENDED INCANDESCENT, WHITE, 10" DIA.. BOWL REFLECTOR O.F.C.I. 1 --5/8" X 1-5/8" METAL SUPPORT CHANNEL SEE ARCH. DWGS. C.F.C.I. 2'X2' GRID FLUORESCENT w/ PAP -A(c 2L.k:- & ENERGY SAVER BALLAST 0.F.C.I. BATTERY BACKUP FOR ENERGY SAVING BALLAST 0.F.C.I. CEILING SUSPENDED INCANDESCENT, 13" BOWL REFLECTOR 0.F.C.I. (2) 20T6-1/2 EXIT SIGN WITH SELF - CONTAINED BATTERY, UNIVERSAL C.F.C.I. (WHERE REQ'D., SEE NOTE 5, DRAWING E -1) NOTES: 1. See electrical specifications for additional information. 2. All fixtures and lamps are Owner Furnished Contr ctor. Installed except emergency. 3. All fixtures are 120V unless noted otherwise. 4, All lamps to be shatterproof. 5, Verify ceiling type prior to ordering fixtures. 6. See architectural drawings for mounting height and location of fixtures. Provide fire -rated enclosure around light fixtures to match 7. ceiling system where required by local authority having . jurisdiction. :r. '.? LEGEND 5P 0 NOTE NUMBER LIGHT FIXTURE TYPE EQUIPMENT ITEM NUMBER JUNCTION BOX, FIELD SIZED DUPLEX RECEPTACLE MAp.IVALE MOTV2- �Nti H TELEPHONE OUTLET EQUIPMENT CONNECTION ELECTRICAL PANEL TNG- �MAI,.. t7.447�.v �1.EMeNr ----® CONDUIT RUN IN CEILING OR IN WALL - ?w-#.- HASH MARKS INDICATE NO. OF WIRES IN CONDUIT REVERSE HASH MARK INDICATES GROUND WIRE +IV INDICATES CENTER LINE OF ITEM A.F.F. SWITCH 5,L SWITCH CONTROLS FIXTURES LABELED "a" 55 SWITCH, THREE -WAY MOTOR CONNECTION TIME CLOCK V ROUND RECESSED INCANDESCENT LIGHT FIXTURE PENDANT MOUNT INCANDESCENT LIGHT FIXTURE UNISTRUT- SUSPENDED INCANDESCENT LIGHT FIXTURE. (0 WALL WASHER LIGHT FIXTURE 0 2'X 2' RECESSED FLUORESCENT LIGHT FIXTURE 2:3 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE TRANSFORMER � TELEPHONE TERMINAL ENCLOSURE /""" FLEX CONDUIT Eh DISCONNECT NON -FUSED DISCONNECT, FUSED %;P,c.,ta GROUND FAULT CIRCUIT INTERRUPTER EMERGENCY LIGHT WITH SELF- CONTAINED BATTERY PACK PUSHBU`'TUN STATION 0 EXIT MIGHT W /i3ATTERY PACK lie EMERGENCY LIGHT FIXTURE WITH BATTERY PACK ABBREVIATIONS L.L. E.C. M.C.B. T.C. H.W.T. C.O. A.F.F. N.L. E.F. A.C. O.F.C.I. O.F.O.I. C.F.C.I. LANDLORD . ELECTRICAL CONTRACTOR HAIN CIRCUIT BREAKER TIME CLOCK . MOT MATER TANK CONDUIT ONLY . . ABOVE FINISHED FLOOR NIGHT LIGHT EXHAUST FAN AIR CONDITIONER OWNER FURNISHED, CONTRACTOR INSTALLE4 OWNER FURNISHED, OWNER INSTALLED 0 CONTRACTOR FURNISHED, CONTRACTOR INSTALLED a • r�- ,.. RF} .a• ?. • ,5.�4•,t�1ti..i 111111111111111111111111111111111111111111 11111111111111111111111111.1 II_ I`..IIIL+lhIIj1 111111111 111 11 111111'`1111IIILIIIll111 1111111111111 1IIIIIIIIIIIIIIIIIIIIIIII11 {IIIIIIIIII=IIII1111 /L 71151NC. 1 2 I I 4 5 6 7 8 9 10 11 MRDt UC.FRMAN. 12 :' GTE :`' If the Microfilmed document is less clear than this t ?e, it is due to the quality of the original document. h! He Le.. 9e GZ h ce k ..., r iak _9L• . -2i- ,91 ,_�JL.. _ , bt ry EL ZL Lt V b - ...,; L 9 c; t' ti is L "V' U 111IIIII4IIInIIInI!IIIIIhU II11!H41111Inl1!! !h ulrll:Inl,I!IIII'I!Iu1 1 IihIl lnIIllllulihI! I!1AIIIIIII6IIIILIIIIL IIiiII1IIIIIiI.InJI11411IILIJ4IIIInI1nIlIn111111In11 1111111 IInIiI1III4iilliiiI hIIIIIIII Ili1IIII1 IIIIII1I1 W1i1I1I IIII III11 proemP __l�•- - JCIz OMR+� I Est ��f Famous Cinrtamon Rolls RESTAURANTS UNLIMITED 1818 N. Northl ke Way' Seattle, Washington 98103 SOUTHCE.NTER. 11411. . T11 4,ii1.. 1 �a. , LEGEI SCHEDULES DEC c� ? 1988 1 ' 'PANEL A SCHEDULE iolevo Axc,1 2,.�. A. .1 ?.D /2Lot■/. 'N' +wl. 10.00A. MAW O.. pa; u c.. . c. Q tip= _._ a SERVICE a. WATTS SERVICE a R oc u ,;.k ,- B - C t , 51 4 7' 11 DI1I 123 1 11 IIII II L . - F1.L.!r. - ir�p,r,lr ,t;, 'r • `152 J----- \ 'n! - Tar' 410544, E 7 1 t, x.04 111 - eM' '? vw,., ..... _ -- �Iahnl� f; 274P� G J - AGM ` 1 - rlr --ie 4..vc - ^ �° 1 1. <a ) .W. Lo , 111 1 47PA MEI r.-i I,►rvt>:w- to goo p-- it inn tr-leer:1 I:OFFEE MA .e.13- O 2 ; • �-' �425a9 1,4%44 vt.wr . 20 CI 1111 as 27 29 33 II II 2 , c.oppee otw►�caec�- e , te w t z : ;.rte tEEEE - me �D --- 24 IG1 Ma/c o -+InIE # 19� -." tN1.- ra� r� ,� G.4',o4.•e. gyp. 1 240 1 ■t i&1 , e� gam, -- 28 II F2 t2- 4 ex ATrU- 110q --- r 30 t �31 11 -e..4.1,. ReE pr. � _ 2250 1 ' 32 eL W ,A.rep- HEAc•T 2_.. P4 34 35 37 /1.0 a +. Cj IG.v\I. - }22. 0f . 3�. SZe2 �j M I: 12 -- E� - +� 0247,-- A 38 40 39 1 41 -1.P'• 4 ..._ 17, 0)*ib ISZO - ! 10,,707. 11142 TOTAL WA'i TS 1°I,69 ✓ _ 1' vv. t•4 '-r c' AMPS, 164 149 i , 414,1 -1e, w w 4,1C7 . t,,k : I '7rALL �EI'f�,- T F�©1_4.'r PANeL.• ANIF' F.2-v• (1) O' Ir c-oN umx--- 431- 1_ 2•w A.k p. L,GL. = I Okoa. -re ? 6F JNI7 LA. = ep vI rats Loa-lc-ON vie-e n./�C�- G F tit ll T ►�1O 1" -4�. C7AT..A TAWLA IOrJ 1 ' 12 -!BHT. H TIL b•% /AIp_ GoNlawrlONiNOa FT' GIra FT P•aF' -� -- FIXTURE SCHEDULE ITEM DESCRIPTION DOUBLE OVEN FASTRON COMPUTER MI CROWAVE REFRIGERATOR E5 BEVERAGE STORAGE REFRIGERATOR E6 ICE MACHINE & DRINK DISPENSER H9 SOFT DRINK CARBONATOR E7 DOUGH SHEETER E8 MIXER E9 THERMAL SHELF El0 (2) CASH REGISTERS Ell (1) PROOFER Ella (1) PROOFER E1 2 (1) COFFEE MAKER E12a (x)• COFFEE WARMER COFFEE GRINDERS HOT WATER TANK OVEN EXHAUST HOOD NEON SIGN ";WORLD. FAMOUS" -NEON SIGN E'SERVED OVEN HOT" NEON SIGN .. "CINNABON" NEON SIGN MENUBOARD & SHELF VOLTAGE/ PHASE 208/3 120/1 x20/1 120/1 120/1 120/1 120/1 120/1 208/3 120/1 120/1. 120/1 120/1 120/1 120/1 120/1 208/1 120/1 120/1 120/1 120/1 120/1 120/1 *SEE ABBREVIATIONS, SHEET E -2 • KW/ HP (2) 11.5KW .05KW 1.5KW 1.1KW .8001(W REMARKS* 0.F.C.I. 0.F.C.I. 0.F.O.I. 0.F.C.I. 0.F.C.I. 1.4KW O.F.C.I. .8KW BY SUPPLIER . 6KW 0.F.O.I. 2.46KW .3KW .O3KW O.F.C.I. 0.F.O.I. 0.F.C.I. 1.51W 0.F.C.I. 2.OKW 0.F.C.I. 2.3KW 0.F.C.I. .1ICW 0.F.C.I. ..84KW 0.F.O.I. 4.5KW C.F.C.I. .2KW O.F.C.I. .48KW O.F.C,I. .36KW ' 0.F.C.I. .48KW O.F.C.I. .15KW 0.F.C.I. .03KW 0.F.C.I. ELECTRICAL DATA TABULATION DA'I 11 - !!Lt3r3 SHOPPING CENTER .. �d�.rr'Hc.�,I•I't"�1z- MAd.,.L TENANT'S NAME 4:2-IrJAR1 ✓ UNIT NO. -- "Co AREA . 3 'a• Pr, Load Typo Ceasastad KW LIGHTING 1,100 RECEPTACLES *SPACE COOLING *SPACE HEATING WATER HEATING 4A70o +APPLIANCES 41,'2- MOTORS LARGEST MUM. .f' RuPN� L.0 i�TA�ITERT�CFE, -.,�. .....-- . ----»- ��u _ GONDUC°i°01�9 rL-tHN SERVICE REQUIRED: CONDUIT SWITCH �pA.P _ FUSE 9 �E Ca>�11'L> D MY 1L iliM Demand KW 2�12� 1.42l00 4.�a00 SERVICE AVAILABLE: tNDUIT - -- CONDUCTORS ---- SWITCH Fun JUNCTION SOX �JO'r- : * PAr. r D0LlpJEa A4Jc:7 ul r' Y. !"HR E �2 NOT- ro dc�vrz- rv�0 ►.QAP ' 4 LL E -Pe) i T�F.- Mit.1a �n-►G -1297:46.L. c-r,NI J!✓:. -TEI' • -� l_a�i �*►J t� LE'At" LIG� FIXTU��E SCH�DlJLE TXPE FACTURER A C D CATALOG N0._ ;MPS, MINIM LITHONIA 2SP340 -Al2 -120- RADIANT LAMP WARM WHITE F4 OWW'EG (3) ABOLITE RLM #BD °Z^0 -MED 50W A -21 UNISTRUT P1000 IITHONIA 2SPG- 2U40--PcAS 120 -ES E LITHONIA OPTION " -EL" RADIANT LAMP CO. WARM WHITE F40WWU6E (2) • F ABOLITE RLMIBD- 300 -I{ED 75W A -19 G PRESCOLITE EX1 OR EX2 2'X4' GRID FLUORESCENT RECESSED W /ACRYLIC PRISMATIC LENS & ENERGY SAVER BALLAST 0.F.C.I. UNISTRUT SUSPENDED INCANDESCENT, WHITE, 10" DIA.. BOWL REFLECTOR O.F.C.I. 1 --5/8" X 1-5/8" METAL SUPPORT CHANNEL SEE ARCH. DWGS. C.F.C.I. 2'X2' GRID FLUORESCENT w/ PAP -A(c 2L.k:- & ENERGY SAVER BALLAST 0.F.C.I. BATTERY BACKUP FOR ENERGY SAVING BALLAST 0.F.C.I. CEILING SUSPENDED INCANDESCENT, 13" BOWL REFLECTOR 0.F.C.I. (2) 20T6-1/2 EXIT SIGN WITH SELF - CONTAINED BATTERY, UNIVERSAL C.F.C.I. (WHERE REQ'D., SEE NOTE 5, DRAWING E -1) NOTES: 1. See electrical specifications for additional information. 2. All fixtures and lamps are Owner Furnished Contr ctor. Installed except emergency. 3. All fixtures are 120V unless noted otherwise. 4, All lamps to be shatterproof. 5, Verify ceiling type prior to ordering fixtures. 6. See architectural drawings for mounting height and location of fixtures. Provide fire -rated enclosure around light fixtures to match 7. ceiling system where required by local authority having . jurisdiction. :r. '.? LEGEND 5P 0 NOTE NUMBER LIGHT FIXTURE TYPE EQUIPMENT ITEM NUMBER JUNCTION BOX, FIELD SIZED DUPLEX RECEPTACLE MAp.IVALE MOTV2- �Nti H TELEPHONE OUTLET EQUIPMENT CONNECTION ELECTRICAL PANEL TNG- �MAI,.. t7.447�.v �1.EMeNr ----® CONDUIT RUN IN CEILING OR IN WALL - ?w-#.- HASH MARKS INDICATE NO. OF WIRES IN CONDUIT REVERSE HASH MARK INDICATES GROUND WIRE +IV INDICATES CENTER LINE OF ITEM A.F.F. SWITCH 5,L SWITCH CONTROLS FIXTURES LABELED "a" 55 SWITCH, THREE -WAY MOTOR CONNECTION TIME CLOCK V ROUND RECESSED INCANDESCENT LIGHT FIXTURE PENDANT MOUNT INCANDESCENT LIGHT FIXTURE UNISTRUT- SUSPENDED INCANDESCENT LIGHT FIXTURE. (0 WALL WASHER LIGHT FIXTURE 0 2'X 2' RECESSED FLUORESCENT LIGHT FIXTURE 2:3 2' X 4' RECESSED FLUORESCENT LIGHT FIXTURE TRANSFORMER � TELEPHONE TERMINAL ENCLOSURE /""" FLEX CONDUIT Eh DISCONNECT NON -FUSED DISCONNECT, FUSED %;P,c.,ta GROUND FAULT CIRCUIT INTERRUPTER EMERGENCY LIGHT WITH SELF- CONTAINED BATTERY PACK PUSHBU`'TUN STATION 0 EXIT MIGHT W /i3ATTERY PACK lie EMERGENCY LIGHT FIXTURE WITH BATTERY PACK ABBREVIATIONS L.L. E.C. M.C.B. T.C. H.W.T. C.O. A.F.F. N.L. E.F. A.C. O.F.C.I. O.F.O.I. C.F.C.I. LANDLORD . ELECTRICAL CONTRACTOR HAIN CIRCUIT BREAKER TIME CLOCK . MOT MATER TANK CONDUIT ONLY . . ABOVE FINISHED FLOOR NIGHT LIGHT EXHAUST FAN AIR CONDITIONER OWNER FURNISHED, CONTRACTOR INSTALLE4 OWNER FURNISHED, OWNER INSTALLED 0 CONTRACTOR FURNISHED, CONTRACTOR INSTALLED a • r�- ,.. RF} .a• ?. • ,5.�4•,t�1ti..i 111111111111111111111111111111111111111111 11111111111111111111111111.1 II_ I`..IIIL+lhIIj1 111111111 111 11 111111'`1111IIILIIIll111 1111111111111 1IIIIIIIIIIIIIIIIIIIIIIII11 {IIIIIIIIII=IIII1111 /L 71151NC. 1 2 I I 4 5 6 7 8 9 10 11 MRDt UC.FRMAN. 12 :' GTE :`' If the Microfilmed document is less clear than this t ?e, it is due to the quality of the original document. h! He Le.. 9e GZ h ce k ..., r iak _9L• . -2i- ,91 ,_�JL.. _ , bt ry EL ZL Lt V b - ...,; L 9 c; t' ti is L "V' U 111IIIII4IIInIIInI!IIIIIhU II11!H41111Inl1!! !h ulrll:Inl,I!IIII'I!Iu1 1 IihIl lnIIllllulihI! I!1AIIIIIII6IIIILIIIIL IIiiII1IIIIIiI.InJI11411IILIJ4IIIInI1nIlIn111111In11 1111111 IInIiI1III4iilliiiI hIIIIIIII Ili1IIII1 IIIIII1I1 W1i1I1I IIII III11 proemP __l�•- - JCIz OMR+� I Est ��f Famous Cinrtamon Rolls RESTAURANTS UNLIMITED 1818 N. Northl ke Way' Seattle, Washington 98103 SOUTHCE.NTER. 11411. . T11 4,ii1.. 1 �a. , LEGEI SCHEDULES DEC c� ? 1988 1 • • • • , • •• ;k-:` r•''F • •A- ;!- • ;:•' • • , • •,` , 4:; C. • • ' '• ' ' . . cp/4 • NA-FnA zet4we4.-r tbiew igY4t-e-w. exiar.. V\EATe 12 Ac.?.-AZ.: WJ -efile7M awre. vAL.vri--TYPte..64, 4 - ,6%1*-,Ve - F le-e P-4 eT PebJef-Age .,tel'Per-le-e12.- • DOMESTIC WATER RISER DIAGRAM -.- 3- 4 �A WAY I /e."Dp x e &A comPosme iASTAL DECK (a) 1/e s/, - G*9F4Proro h44414-01140.• Ai- 1 r4W-6--Tra4-111-1Are prvet-li14 t9 ray.€44-00PLA01•1-4- Fi.AN catstr-A01.. Izill'it4Si-Fustf4w44recp Wiegripte iprnawrzerog.. I" qv.? RIA EXIdivrf4.161 ----awl V ■"' , V 1 . ..""'' , 1..,.. „.... .1 ‘■ AP' I I • I e."4-10.erri Navv ise evotwrosuks A•ticAloleeiL4.461. ev. (PPM 1 copies4e-e iNtrie*Lberepe..- 11-11e-y q-HeeT, "'■ esh(c,pm,) N(OrttA) 10.1,(*ir:L4.) Vobettnu,) Wel.pv.s/ EL.426712- 21N/VoNIT. 114 WALL. %.irc.f-41" er,ret..4. ••■•■••.....010.14111■11.0,■Ir tsisgto.e.eie wrive-c-Orrnz.- evx- eza.A.L. No. $241.12A.S• 4Ik itt'di • F140"/ Pgrc•-•Te L.Ire deaSze04';e a•A•rae-41.1. • I1 G., O. Fit410M.it*= PL.C403-, thestacvtre °re? vv,sevre ;lrrirep-i. GREASE INTERCEPTOR DETAIL ec-^4-e 11/4.14v,la LS,A3 "2- 34(1) PARABOLTS (TYP ALL SIDES •GALVA/412ED) .CONG FILLOF NEW.-_ SLAB .OPENING •1 I_(.)II Iet4ove Tvie/DwI Flee:Irat r 7. va!‘) aj,/4" 42 4 foP FT clew. mv. 646 e•21.A:Pt,rvitl.A1:*. ; .1/47:Deep .1z.ecasi-, • AT FM. oF FILL v‘i r-ox It461-Auf ro4 UNPal.41M 0110- Tumet-tiNclaz -/ Catirt. Ltalo foa• 17 I VINCI • • ? 19r...GcsNie, 1-11S.K15.1z RUC, URAL LA PIPE PENtIKATION Nefte.: *eau-4...0.5s ma4. th..° _..E361-AbeAt.. N.0. I F-3F4. .Giv15-10N.Or ozPotz4flept4 .ce ;NEcpgavg.-c? • PG ) utviAL. ..t4iNtNIGN 4 tirg,. co ./ al- E5ENJi6JAIN • N.T E45 yIAN mt.flo-rA. 11.2)(11..st2.37-. NiesA/ A, 4-r 43/44 12-40P,• vssia-P•1• LOGACridaki vV/LrAt■ita404-r,.. F37-ovice INJ laSitip4Q ra PoNe-1/4N VN.11T, lifFK w/ 2. le2Yet,ieK.4e- 4PPF,r2, 1,• ) exHAvi-41- 1.4a92- zeic e•••.r,N4,, a r,s-rAi L.. cpfrieer 12"x1e-ra-ANWr-sra- 4€5w4e. --- 141* Cac,C) Vv/F. 1 -Hnift-- %Iv/ 47 .›O'iAtiVarr I) TV E-t 'NJ 40\' FLOOR PLAN H V A C. 6.41.4„100.1f-of . 410"titrge.e.4.%7415/0.4tfee--34:kk...1t,1=',4.0-A.,.., , c.-"h•lec."- NieN -ra i'ri e.:arvo fti.oN WASTE & VENT RISER DIAGRAM cie;t41-4F.‘"r Vir&vv, ExKor. aoegt-vie-e VAL-V e,402- PoVP P4112- co'Ace. Pe- - .- • P*11 wA -re.12-- \iv/ E Leant*. Vi-J1t2P44, T110/ eAgt AP:7ve aro! PLA•Trag-wl, 0-/vV, ra•1,1-0 Pet./AN Fur. V*Ab (1 7 RLA,) __---- 214g. 51g. 6c-_-?0,-RATIot4 4e° 1-kaa-L. C-,°rAPIAA /Dec-. 40z3f(.°) 440Qt.iee4 (2) ak?V,' Ev-orair,e1,0?2,./e.) ‘,e11.-11•161, C+. izaw-air, Tat,JAor pi.A1--a44, 4 iNvrAu, F44. L-Atkr1rx.eg- ia-AM LeZ•Are V4I P-P-MaTe 12e141/412-eArr 1-0 Lex-Are-19 p:( vilLaiffigai 60A.re. VALN/e• ,Aexwe ae 1 1.--11461 4vP .1.-64‘wet:7 Ag-evo% J. !KJ 1;704. 11•1 WALL. 1-47 Ve.t..0■N r • A I:' • ea. • INnttLf- PPP- - PiA.t41-1 vv/FterAz.../ r,;er,a4L, TIAW c-,Heer, 121V, •‘.1 'NJ vVAL1, To re.*L.a.v Nore-6, 1.) Au- wal244-,INIc..w0t0&% LA•4t-r %C:2 EY.,HAur F,4'4 1 KicvTAL-L-AT 1 ONI otN) 1.-Arktvt,..61124:7'e-p jpJT F-P-41/4/112.-SCP 12,00P FE.t.,Ulia4.4110r,i &VT Lixt,JtV1-0/247'0,-; lz.o0Ptr,146-1 ri-itt•4-, ax.reNisr,e. ?".) ALL. 42PNl1 010$2•44- .A.4‘.17 P-etz'Ai l2ar4 t...4.1.-Jeat...at2peco F2-e,vpr-lis-so pg AT Th c•-61,471/..,A4,7":12 esFet,,R, 1 14-,) 4.47"6710--PiNiA•re tra4sdNi e/N4 ar4" 42,(4',41,4* 04/MALL. F-1210..)a C,&1,4-fla.011kailtvia...., FLOOR PLAN - PLUMBING 111111111111 11111 11111111111111 11111 11111111111111111 111 I 1 1111111111111111 111)11111 11111111111 111111111111111 ---;-•••••••••" • .. ,•-•,;••••••• 1111111111 1111111.11111111111111111111111111111111111111111111 11111111111111111;1 „ , • '• • mAnt (F FM/ AN, 12 2 5 6 7 8 9 i() 1.1 OT If the microfilmed document is less clear than this -.•••,:-'ffOtkle, it is due to the quality of the original document. 0.: 9 9e Ze5'cvniz; 61 §1 et et IA 0 6' a L 9 Ci 0 1111d1Whill.h1.1111111111111H141.111i41111111111111111111111111111hH16111111,111111111111111111,11111111111111111111111111111111111111H1111111111111111111111111111111111111111111111111111111111111111111111111111111111111.11111116111111 111111111111111111J111111111111111111111111111111 -•• , • • fr4r4j.,,,, -5v2e- mAc-hilt..w.:_- 4- F:r-eyeag,ACve. 1%r•-,40.11"43.1,. F300.- t-4,444-1 r4.j e4 wevepi.a4AE: crit:PPej..S3Petra.- n I WALL- , • ,? Bemoans__ 12-/a-ite• LANnm40•04p1r2 P9Nr Chec ked By Owner...4awkalL mmal•flimmi...6.1•11MNIMOratIPM11110. a-or-pee • RESTAURANTS UNLIMIT 1818 N. NorthEake W Seattle, Washingtots17 <--Depotts7E - r.--_ 'e-cacim- .09..,-. tAVE.1.0 • SO UrPCE NTEta MA LL _ .FL.L.A INAC3tIq cA WO 2.14 -RA•-•--5.60_3‘...e- v , 1 qyeatOil, T LW-- WI LA , NA A'PPizooN.L. --rdut pc) IA T Lit 1:).e.Fv; -- 614curotrkck (‘..t.,.. C.-,‘ f..se.Otcrr-__- It,asia,Lt-4.-t-(ot-16). 1 51elAvve. ?-Rtv■Tir c12--E-Govize:6 •F09,_ INAEcAANIAkcis,L. 41-10VIS ALLD 1- -C. tvt-i o 11-1K01 LA • PLUMBINaPPER....:. DETAIL-. wersowssosamozogtrt: • • " • • . „ DEC 20989 f ›i5 2,1+ '4"nitiiik444"*40 }:( - 1' cM� c .. w!LATlfai3 s s,HMEa 0PW-2 76 r e Sot Rd OUTS IOC r dr / P Lb WATDI3 Iva 72 r OUT3tee r Afd.t. CretL•UATSOC1 mu. re P4:Jt1bREA'D P!t ASHAAZ. Th S Rkilt PIMIIED Fat WWII 10 swam puI rerM ED ow/mut*. '. NOT tau MANUFACTURER 112-'A44e MODEL Tr✓ o, t i{OLTAN NE PHASE HZ 70P?, ERR RATING TOTAL WEIGHT LES. IIIIVAPORATOR PAW PCRFORl4ANCE CFN.. EXTERNAL S.P. WC !?MOTOR H!>' HP WTSID AIR KIN) GFPi ACCESSORIES ECONOMIZER ( (No) OR UVAC RELIEF (GRAVITY) (1FaBL) HP ow$1Tu *N pt.swvw./ ANTI -SHO wLL PERIMETER CURB✓ CRANKCA THROW -AWAY FILTERS 7 5 YEAR ROOT TOP UNIT (RTU) SPEC! ICATIONS \ COOLING CAPAC • (AT A1C1 INGIjIOW,) \ AIR ENTERING . ONDENSOR F D.E. \SIR ENTER1N EVAPOftATORQ»0F D.B. / 0F N.B. T9TAL COOL .' G CAPACITY BTUH SetisusI.E ..'OLING CAPACITY 42(2 BTUH 0OHI E SS � t NPVT 11 A � ..�...�,.._..._ Kw HEATI . CAPACITY GAS INPU OUT.:•' T ANUFACTURER PENN.! 'MODEL OR BTUH NITUH ELECTRIC (YES) eme ��. 740 1C�1 W AMBIENT CONTROL TO 0 °Y (YES) f CYCLE TIMER/ AUTO - CHANGE OVER THERMOSTAT WITH/ HEATER‘,' HEAT-COOL-AUTO-OFF AND ARRANTY✓ • FAN- AUTO -ON- SWITCHES 111 StIE -BASE • STEPS KITCHEN EKHALET FAN Hl? 1 O C T4 2$e\ OR L ESP FC4AER 1242v/ --E ERNE BELT NCE HEAT GAIN CALCULATIONS IF" LASS amigo OX L1710 IAm r COOLD4 tprrr ; IS IBIE MEAT GAM nova LATENT HEAT GAIN „cox c„cox Ii1V/IEt• news 1 /HR. x > # 4- a1A 1 rto >�.�. � '�sa::a' • 1q 09 2217 , 4 :$;<Y,A.; a. mein . 1 Cop s4.r�r. 7.a) .17 1224 �j : .: LY WNW!: Y:: 3. yam y���. .10 `. ���� £ J -,k, . {k•J ; -, > 7. r4 ; J �c)w1Nf L� 769 7' Z ' {.; ]?rYi ,,'�'�Q7[ : �4 • • x • • Y .' ... - 1 • 1 .•..ww ':: W n p $ 1272- r i {' :: :* ,v • •J. {lJ..{ . ':�; ! •LS „, ::• �� �r����Y � f4Wf h�>+; ; 3413 P ZSd lir # r •1 /• 62162 mum= I3 A autRATlcxi 1 !SW. !. iV PLt O.A. s UM iarel at. St /:a*44 100 CM 5, ' FJo S4 '4 o�%4-8 7'1- 'Ir9fyL t T?,lit? 7 5it f�1a . `3 �% v,......AA?: . 'a ?4,1c.i . .- pp. N .� ... �` 1 { r i♦ �- {a :. '. � Y. : { 45_;+ YJ ..yf , bt ?�(Yk1A'0 7 r {( .;,, Y .: {,::y ,?�t�{ f ,.si, ! '1}Z . p' M t''� . T ' ; 6.73 yw`; .. ,+6J{ S�V'JJ•i & �• i `%T 4 rY1 % P. MI. 0.R. r / m, 100 cpe4 49.5 49 r:9° 4.8eo 0 4 IO ♦ 11 Y V IFATING 111:0`0 TOTAL ea-,' (Mni) Etta 73f S e."671-1 0= .?,O OUTSILE 1ii11f 14%X• " x a.ro. /z13.9 NORTH 12 DST 26 ax.rn1 19 wsr 19 u. 1v*m ocet.,D0 U31z p Weir 0 so S1U/IR ,.....r�.� IIIS. 1,1217:1 Mapco H�I•U/r''A -"AI . 2.5 • Afd.t. CretL•UATSOC1 mu. re P4:Jt1bREA'D P!t ASHAAZ. Th S Rkilt PIMIIED Fat WWII 10 swam puI rerM ED ow/mut*. '. NOT tau MANUFACTURER 112-'A44e MODEL Tr✓ o, t i{OLTAN NE PHASE HZ 70P?, ERR RATING TOTAL WEIGHT LES. IIIIVAPORATOR PAW PCRFORl4ANCE CFN.. EXTERNAL S.P. WC !?MOTOR H!>' HP WTSID AIR KIN) GFPi ACCESSORIES ECONOMIZER ( (No) OR UVAC RELIEF (GRAVITY) (1FaBL) HP ow$1Tu *N pt.swvw./ ANTI -SHO wLL PERIMETER CURB✓ CRANKCA THROW -AWAY FILTERS 7 5 YEAR ROOT TOP UNIT (RTU) SPEC! ICATIONS \ COOLING CAPAC • (AT A1C1 INGIjIOW,) \ AIR ENTERING . ONDENSOR F D.E. \SIR ENTER1N EVAPOftATORQ»0F D.B. / 0F N.B. T9TAL COOL .' G CAPACITY BTUH SetisusI.E ..'OLING CAPACITY 42(2 BTUH 0OHI E SS � t NPVT 11 A � ..�...�,.._..._ Kw HEATI . CAPACITY GAS INPU OUT.:•' T ANUFACTURER PENN.! 'MODEL OR BTUH NITUH ELECTRIC (YES) eme ��. 740 1C�1 W AMBIENT CONTROL TO 0 °Y (YES) f CYCLE TIMER/ AUTO - CHANGE OVER THERMOSTAT WITH/ HEATER‘,' HEAT-COOL-AUTO-OFF AND ARRANTY✓ • FAN- AUTO -ON- SWITCHES 111 StIE -BASE • STEPS KITCHEN EKHALET FAN Hl? 1 O C T4 2$e\ OR L ESP FC4AER 1242v/ --E ERNE BELT NCE HEAT GAIN CALCULATIONS ALL CALCULATIONS SHALL BE PERFORMED PER ASHRAE. MIS FORM IS AILED AS A GUIDE FQft =ANTS MRO LIFER P YF "1O PERF'OYei AcrUAL ovismrsr HEAT GAIN ON CULATIt S . klra`IER \ TOTALS G APPLE ICE LINE HVAC CALCULATIONS FORM. APPLIA4' -.i : TAt :AA.ATfOf�I UN HOOri- v KA/ C. 2 1%a N Etz.c 14.w 01G WdAV Per- 12.1-aa~IKSaT i N f .i^t l i.•I e- k h 4fICI z. 'tHE + AL eLP s- vv ?iufs'` i' 1J zsvE+rsfulsasvats:t2'ti<iatisr«rr n..., �. Pe.L.TA .. "'7O erotkrtiftL) DELTA '1,. 101 Holt '1 tr G o-� 4 KIST viele-t2 G2HL r -aPF VA LvE . MECHANICAL LEGEND SYM9OL, w�..se.o.fra.�.. w.wwA.o1D fG. WIMERN YMI•WW.M ..®,•. _......o...®... alifemarrimo smommisalgar EXHAOs•r FAN No. woop NAIL (msuLATTE P rA:ToQ: ..! \._/uvavu`_ .EXHAUST DOT wRAPPEP w,, 0041° INSULATION • ,7,777;" flowl4ar MOM. T42.* 116 44060 1g. voa.IAvN 9i 6�1 w. * N 1. (4orNie.a44.eP 1J e.."*INIer)-rr p±1. Fi PLUMBING MATURE "PO" DETAIL Nava I111J111,111I111I1111111 0 16 TII . INC'.I, 1 7EXHAUTS±AN NO. 1 DETAIL f oorINE FELT CAN r 5TR, e • INSULATION • 5TE €L. PECK( METAL CHANNEL FILLERS 5CALC: MOrif • 84 EXHAUST DUCT ( STAI STEEL WERE EXPOSED)- SEE F PLAN FOR CONTINUATION, +', T HEN EXPOSED EDGES FRONT ELEVATION SKI' Ti + c2..aeP ''."-.)N,\ 94'Ix 14° cam- :N 7IN - oNJ -H -- co1-ta.,P (..11)1 4 HeM.T- 3z4h -- PP. -'1 H2 .->o-Ikktxpir 18 GA. STAINLESS STEEL 1ITH ALL SEAMS K1..UEA. GROUND SMOOTH A POLXSE° EXHAUST U. O.F.C.I.- DUCT EXHAUST SYSTEM C. t' . C. I. OPEN SIDE ELEVATION EXHAUST HOOD DETAIL SCALE.: NONE V.; V. C. W. G.V. S . A . C.D. DESCRIPTION SANITARY WASTE PIPING VENT PIPING COLD WATER PIPING . HOT WATER PIPING GATE VALVE SUPPLY DUCT SECTION RETURN AIR OR EXHAUST DUCT SECTION . CEILING DIFFUSER - ARROWS INDICATE T Hr OV RETURN AIR OR EXHAUST REGISTER FLEXIBLE DUCT . VOLUME DAMPER THERMOSTAT ojt�,JNa: LANJS© .FIXTURE CONNECTIDN SCHEDULE FIXTURE CONNECTIONS REMARKS y �t� r?C A lr 'pHEE'T- lit . TANK P7 P -8 P-1 P-Io FLOOR DRAIN TRAP PRIMER NOT Uav Et� h1OT L)' t>.lt T vw''JL� �,--- V4W r .-�.'- -IBM F-1-4,40061. PA44 OHM" S4- I Fes. oil. ..-- -- �+I N[L' 1•• 1P"i�' t.11414,14- �T�.04 `. Is riN P Ji 4ri . - pN . 17/404N1 T464.1 W's*oKe ,1� ✓-!1' 1x11 T9' p # P WATER HEATER DETAIL 1 E. ...G r.,,r ., D. ..._.. Jtr ,.:. .::. _.. ... .__ Lr '1_.i rt -•[•:. �:� -:' �' ,(: ,,,. .;Jr �.. ..t:�. ... '.: ..I. :i... II 1III1l1111111IIIIIIIIIIII111111111111lI !h1111 1, IIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111111lllll111111111111111111lllllllll (IIi1111H1 2 Le ye Se 'iL Cz ` IIIlI III II111111IIII!11III! lls !1!111!ili!!Il1111li0A11i!111i10 I1!1!i iF • 5 6 .7 8 y 10 11 MADE I OEHGAN! 12 1()t)1: If the microfilmed document is less clear than this • tto .,C` Ut LL 9l ' Sl it £l ZI It i t:14e, it is due to the ua],ic of the original document j1 I I II I I I I n uil•• III �IIIIII, IiII, II ,ulu�1I,11,11111Iii111nul111111 l 1111Ili !IIIII1111111!iilllii!hhuu!I111 1111111i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !II II11111111111111 IIII�iII! !1!III!li IIIIIIIII il!! illl IIIII!li! ! Iilllin! ii1�n�����IiI����IIII�II�iI ,,,,,. 1 a.® AiNINOMIIIMOVIOWIXONIFOXID Revisions: ,Q 12.- 20-Se i-, s O+mai Aplxnveh World Famous Cinnamon Roils RESTAURANTS UNLIMITED 1818 N. N0rthtake Way .Seattle, Washington 88103 OUTHCEt- +TEF11. MALL. T1,I14.WR A, VA!A:. DETAILS, SCHEDULES & LEGEND IN Purr KW F"ACI'CR INPUT • UM SENSIBIE F°ACIDP, ; IS IBIE MEAT GAM LAT IT FACTOR LATENT HEAT GAIN IBS f c i t}- x > # .33 .17 ELEC. 3413 1'9 1 _ .33 1.7o .17 WT4l , .`tr ? > ' y. • ME .10 £ J -,k, . {k•J ; -, > 7. r4 ; J PAW • # 769 7' Z .16 12 Z£3.4 x • • Y .' ' , - .. ' M 1.f'�~.i• RP . 12f,� t .0...„ imi AillIllIl • YFI%. [D y qtr t , ^•l d.YL ; 25 45 1272- .30 �� �r����Y � x �.£J >J { 4. 3413 j, z 1 .30 •1 /• 62162 . PER ASHRAE PER ASHRAE 4 ra.JS .: 0 ' i < 7f\ �• ;;1 t . • 7 r • i+,J�yyi �..se /�/ am ' k.'"!"0..;.•:. > , 4 'S h�' . e. „ ! w. ALL CALCULATIONS SHALL BE PERFORMED PER ASHRAE. MIS FORM IS AILED AS A GUIDE FQft =ANTS MRO LIFER P YF "1O PERF'OYei AcrUAL ovismrsr HEAT GAIN ON CULATIt S . klra`IER \ TOTALS G APPLE ICE LINE HVAC CALCULATIONS FORM. APPLIA4' -.i : TAt :AA.ATfOf�I UN HOOri- v KA/ C. 2 1%a N Etz.c 14.w 01G WdAV Per- 12.1-aa~IKSaT i N f .i^t l i.•I e- k h 4fICI z. 'tHE + AL eLP s- vv ?iufs'` i' 1J zsvE+rsfulsasvats:t2'ti<iatisr«rr n..., �. Pe.L.TA .. "'7O erotkrtiftL) DELTA '1,. 101 Holt '1 tr G o-� 4 KIST viele-t2 G2HL r -aPF VA LvE . MECHANICAL LEGEND SYM9OL, w�..se.o.fra.�.. w.wwA.o1D fG. WIMERN YMI•WW.M ..®,•. _......o...®... alifemarrimo smommisalgar EXHAOs•r FAN No. woop NAIL (msuLATTE P rA:ToQ: ..! \._/uvavu`_ .EXHAUST DOT wRAPPEP w,, 0041° INSULATION • ,7,777;" flowl4ar MOM. T42.* 116 44060 1g. voa.IAvN 9i 6�1 w. * N 1. (4orNie.a44.eP 1J e.."*INIer)-rr p±1. Fi PLUMBING MATURE "PO" DETAIL Nava I111J111,111I111I1111111 0 16 TII . INC'.I, 1 7EXHAUTS±AN NO. 1 DETAIL f oorINE FELT CAN r 5TR, e • INSULATION • 5TE €L. PECK( METAL CHANNEL FILLERS 5CALC: MOrif • 84 EXHAUST DUCT ( STAI STEEL WERE EXPOSED)- SEE F PLAN FOR CONTINUATION, +', T HEN EXPOSED EDGES FRONT ELEVATION SKI' Ti + c2..aeP ''."-.)N,\ 94'Ix 14° cam- :N 7IN - oNJ -H -- co1-ta.,P (..11)1 4 HeM.T- 3z4h -- PP. -'1 H2 .->o-Ikktxpir 18 GA. STAINLESS STEEL 1ITH ALL SEAMS K1..UEA. GROUND SMOOTH A POLXSE° EXHAUST U. O.F.C.I.- DUCT EXHAUST SYSTEM C. t' . C. I. OPEN SIDE ELEVATION EXHAUST HOOD DETAIL SCALE.: NONE V.; V. C. W. G.V. S . A . C.D. DESCRIPTION SANITARY WASTE PIPING VENT PIPING COLD WATER PIPING . HOT WATER PIPING GATE VALVE SUPPLY DUCT SECTION RETURN AIR OR EXHAUST DUCT SECTION . CEILING DIFFUSER - ARROWS INDICATE T Hr OV RETURN AIR OR EXHAUST REGISTER FLEXIBLE DUCT . VOLUME DAMPER THERMOSTAT ojt�,JNa: LANJS© .FIXTURE CONNECTIDN SCHEDULE FIXTURE CONNECTIONS REMARKS y �t� r?C A lr 'pHEE'T- lit . TANK P7 P -8 P-1 P-Io FLOOR DRAIN TRAP PRIMER NOT Uav Et� h1OT L)' t>.lt T vw''JL� �,--- V4W r .-�.'- -IBM F-1-4,40061. PA44 OHM" S4- I Fes. oil. ..-- -- �+I N[L' 1•• 1P"i�' t.11414,14- �T�.04 `. Is riN P Ji 4ri . - pN . 17/404N1 T464.1 W's*oKe ,1� ✓-!1' 1x11 T9' p # P WATER HEATER DETAIL 1 E. ...G r.,,r ., D. ..._.. Jtr ,.:. .::. _.. ... .__ Lr '1_.i rt -•[•:. �:� -:' �' ,(: ,,,. .;Jr �.. ..t:�. ... '.: ..I. :i... II 1III1l1111111IIIIIIIIIIII111111111111lI !h1111 1, IIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111111lllll111111111111111111lllllllll (IIi1111H1 2 Le ye Se 'iL Cz ` IIIlI III II111111IIII!11III! lls !1!111!ili!!Il1111li0A11i!111i10 I1!1!i iF • 5 6 .7 8 y 10 11 MADE I OEHGAN! 12 1()t)1: If the microfilmed document is less clear than this • tto .,C` Ut LL 9l ' Sl it £l ZI It i t:14e, it is due to the ua],ic of the original document j1 I I II I I I I n uil•• III �IIIIII, IiII, II ,ulu�1I,11,11111Iii111nul111111 l 1111Ili !IIIII1111111!iilllii!hhuu!I111 1111111i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !II II11111111111111 IIII�iII! !1!III!li IIIIIIIII il!! illl IIIII!li! ! Iilllin! ii1�n�����IiI����IIII�II�iI ,,,,,. 1 a.® AiNINOMIIIMOVIOWIXONIFOXID Revisions: ,Q 12.- 20-Se i-, s O+mai Aplxnveh World Famous Cinnamon Roils RESTAURANTS UNLIMITED 1818 N. N0rthtake Way .Seattle, Washington 88103 OUTHCEt- +TEF11. MALL. T1,I14.WR A, VA!A:. DETAILS, SCHEDULES & LEGEND GENERAL, A.. ALL WORK SHU L BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND LANDLORD'S MINDWM REQUIREMENTS AS STATED: HEREIN; RN THE LEASE; IN THE TENANT MANUAL; AND AS SPECIFIED OR INDICATED ON THE TYPICAL. TENANT DRAWING. -CODE RI QI/IREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREEMENTS, SHALL TAKE PRECEDENCE. •:• :•NIR11L AND SPECIAL CONDITIONS OF AIA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED . ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAWINGS UFI',F.SS FIELD CONDITIONS REQUIRE MINOR CHANGES TO BE MADE. MINOR CHANGES 'SHALL BE MADE WITH NO ADDITIONAL, Cn ^T. D «• ALT.. ODRK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE OF WORK BY THE TENANT. E. SUBMIT SHOP DRAWINGS OF ALL MAJOR EQUIPMENT. FOR APPROVAL. F.. ACTUAL LOCATIONS OF LANDT,ORD"S SERVICES MIJS'' PE FIF:r,D VERIFIED. CHANGES TO CONFORM TO LANDLORD'S LOCATION SHAT.[ BE 'MADE AT NO ADDITIONAL, COST. G. MANUFACTURERS' NAMES ON WHICH THIS SPFCIFICATINN IS RA ::E I "IDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY - LANDLORD. SUBSTITUTIONS MAY BE MAD[: TO NOSE ^Pr':IFIRD IF DEEMED EQUIVALENT BY LANDLORD. ITEMS NOT SPECIFIED HEREIN SHALL MEET LANDLORD'S REQUIRMENT3. IF•A CONFLICT OCCURS, T'IE LANDLORD SHALT, RESOLVE SUCH CONFLICT AND THE CONTRACTOR SHALL CONFORM TO THE T,ANDI,ORD'3 DECISION. E3, AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LA'!DLOPD AND TO TENANT "AS BUILT" DRAWINGS INDICATING THE ACTUAL MANUFACTURERS) OF THE EQUIPMENT INSTALLED, THE EXA ^'f LOCATION OF ALL DUCTWORK, PIPING, AND AL'. EQUIPMENT WITH THE EQUIPMENT'S "AS INSTALLED" SIZE(S). . :. EQUIPMENT, PIPING, DUCTWORK, oP ANY PTEEP A ^rG; ^Sr "Y SHAL', NOT PE SUPPORTED FROM LANDLORD'S: CEILING; SOFFIT; NEUTRAT, PIERS;' PIPING; DUCTWORK; META', R ^nF PECK; r•41rrr1A', PR1 ^.IN : BRIDGING; OR CONDUIT. ITEMS SHAr,L ONLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY ',AND' f P!' Fon ^'?L'PfRT, J. ALL ROOF WORK, PENETRATIONS AND NEPA;R.S S''A'.!, RE ToTAEEY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY LANDLORD, CONTRACTOR SHALL, EMP'.fY T:rn.S' RonFI': ; EoNTRADT ^RS APPROVED BY LANDLORD FOR ALL, ROOF WORK REQUIRED BY TENANT'S APPROVED DESIGN. K.• INSTALLATION OF ALL ROOF MOUNTED EQn I^MFN'i " +11'.'. n*. - ORDTNATED WITH ',AND'.ORD' S DESIGNATED REPRESENTATIVE. L. DEFICIENCIES AND NON CONFORMING ITEMS SBA',', Pr CoNPF ^T=D BY ''nNTRACTOR. FAILURE 10 CORRECT SAME SHALL PERMIT r..ANDLORD TO CORRECT SAME. TENANT SHALT, R!TMP:'43F ',A'ir', ^QD FIR ALL COSTS INVOLVED IN CORRECTING THE NON CONFORMING ITEMS, TENANT SHALT, BE PERMITTED In DEDUCT "AMP. F "^M r!`NTRACT(R' S CONTRACT. M. FOR INSTALLATION OF SPECIAL EQUIPMENT SUCH 11" FANS, C,REA•;c•: PANS, ETC.; CONFORM TO LANDLORDS MISCELLANEOUS DETAIL DRAWING AND MECHANICAL DFTAIT. AND SP'E ^[FIrA' T :)N^ DRAWINGS. N. PAY FOR ALL FEES ASSOCIATED WIT" THE roNsTR[+ T To "! nF THE SPA ^'E INCLUDING BUT NOT LIMITED TO: UTILITY COMPANY • CONNECTIONS, SERVICE AND /OR TAPPING FFFS; ',r"+"., ''n :''Y, rR STATE SERVICE CHARGES AND PERMIT FEES; LANDLORD'S WATER AND SEWER CONNECTION) FEES, UTILITY (''A9', ti,;EANP F; "IPMFNT CHARGES. II. PLUMBING • A. FOOD COURT TENANTS ARE NnT RFQ') T RT'i) TO HA ti r i •T:` r! FT PAERM WITHIN THE LEASED PREMISES. B.. APPROVAL OF ALL KITCHEN E.!'IPME'JT AND F1XT"' :!• YNET "r oRTAT`JF.D FROM THE STATE AND /OR LOCATE HEALTH AND BUILDING DEPARTMENTS BY TENANT PRIOR T' ANY T+J`'T•'•'.',AT1 -.N (' EQ•!T:'"E'JT. C. MATERIALS 1. ALL MATERIALS SHALL, flE OF ' :r'W Q`''' :TY. !': >F' MATFDIAL ^ITAL'. NDT BE PERMITTED. REMOVE /REPLACE ALL EXISTING PLUMBING MATERIALS TNST4r,!,Er' IN PET'iRI A: R rT.P. ;'YM W11( I' ARE NOT APPROVED FOR PLENUM USE (I. E. PVC /ABS PIPING) . 2. GAS •- GAS SERVICE HAS BE'•:'I ^l'TPT'r) ^'I TNL RooF AT r,R NEAR THE LANDLORD'S FOOD COURT AREA. TENANT SHALL EXTEND SERVICE TO SPACE PER ',A'IDEER :• A. GAS PIPING SHALL BE SC'TE')l1',F: TJJ B'.A "': ST'':FT. PIP NULL MALLEABLE FITTINGS INSTALLED PER LANDLORD'S, STATE AND L.00AT. AUTHORITIES', AND TI'S' 'LTT'.ITY C0MPA'1Y RF OIitREMENTS.. PAINT ALL GAS PIPING EXTERIOR TO THE BUILDING, WHICH WAS INSTALLED IJTIDF.P THIS CONTRA -T, WITH TWO COATS OF DARK BROWN LEAD OXIDE PAINT. PIPE SHALL BE CLEANED PRIOR TO PAI'VTI!! ;. CAS PIPI'! ; S'TA'.I. NnT PE. INSTALLED IN PLENUM AREAS UNLESS IT IS ENCASED PER DETAIL AND SUCH ENCASEMENT IS APPROVE') PY A',', A"TF}DPITIFE. GAS PIPING ON ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS. 3. UNDERGROUND SEWER PIPING SL', RE SERV T^E WT='T ;I}T ''AST IRON BF.L', AND SPIGOT PIPE INSTALLED WITH APPROVED COMPRESSION (TYLER) .1OINT,S. ''`iDEP:,R ^!''1 :' ?rwr :'> prom; ..,HALL, BE A MINIMUM SIZE OF 2 ". 4. ABOVE GROUND SEWER AND VENT PIPING SBA',', r''• SEPViE leEIIHT CAST IRON PIPE WITH NO HUB JOINTS, SCHEDULE 40 .� E WITH EERr ^ • ' ' A"' E r' 1•'I^: PR A3 REQUIRED BY CODE. PVC AND ABS PIPING ARE NOT .,Ai,VANIZF.D STEFI, PIP., +IITB „WF M , ,F .. .TT. Q PERMITTED IN..PLENUM AREAS. 5. ABOVE GROUND SEWER AND VENT PIPING SBA'''' PE SEPViCE WEIGHT CAST IRON PIPE WITH NO HUB JOINTS OR WITH OTHER JOINTS AS APPROVE:) [)Y CODE. PVC AND ABS r i P TN(; A!(E', NnT PERMITTED. 6. UNDERGROUND HOT AND COLD WATT(; PirIN G ^I!t' ' P'' TYPE "X" COPPER PIPE OR TUBING WITH SILFOS 5 SILVER BRAZED JOINTS. WATER N' Si/ALL TYPE "7" WITH SOLDERED JOINTS OR SILFOS 5 SILVER 7. ABOVE GROUND HOT AND COLD WA...1 rTPI 1 , . , TTE TY. F, , COPPER ITH 95• -5 BRAZED JOINTS. 8. INSULATE ALL ABOVE, GROUND HnT AID COLD WAFER PIPING WITH A MINIMUM OF 1" THICK FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER. I'JSU'.,ATE A''', SAITTARI' '.1 :' :' ": •'PVTTtiG TENANT SPACE WHEN REQUIRED TO PREVENT CONDENSATION RESULTING FROM TENANT'S OPERATION. Ai,', JOINTS ENAEE Pr INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. USE OF PLASTIC JACKETS OVER FITTINGS Sf?•A!.!. BE PP°11T9TT R :'! A'.E'J'JMS EXCEPT WHERE JACKETS HAVE BEEN CODE APPROVED. 9. FURNISH AND INSTAL', ALT, RACKFLOY PVT"[, VAr,VES, IJ"JiONS AND BYPASS PIPING AS REQUIRED BY THE LOCAL UTILITY AND CODES. D. WATER METER INSTALL, AT NO EXPENSE To ',A':')'.n'TP , A WATEP METER IN AN APPROVED LOCATION PER THE LOCAL WATER UTILITY COMPANY AND THE LANDLORD'S REQiiIREMIE' :TE. Cf'JTRA•.'T ^P 701117,', PAY ALL FEES AND LANDLORD CHARGES ASSOCIATED WITH METER AND MEIER INSTALLATION. SEE TYPfCA!, TENANT :,':'W:'!ITS F" METER REQUIREMENTS. E. CONNECT TO LANDLORD'S SANITARY, VENT (WHERE; r)' /IDED), AND COLD WATER PIPING AT LANDLORD'S POINT OF SERVICE CONNECTION. WHERE ADDIT[ONAL POT'JT(S) nF SERVICE ARE REQUIRED (AND APPROVED BY LANDLORD) EMPLOY LANDLORD'S CONTRACTOR TO INSTAL', THE ADDITIONA', SERVICE•: rfNI';ECTTOHS PER THE SHOPPING CENTER'S STANDARDS AT NO EXPENSE TO LANDLORD. F. CUTTING OF THE FLOOR SLAB FOP THE TN.":TALLAT'o►I OF PIP[NG BELoIJ THE SLAB IS PROHIBITED UNLESS OTHERWISE PERMITTED, IN WRITING, BY THE LAND' nRD. PIPING Rrr,OW T'+' 'r+,OOR SHALE, nE INSTALLED FROM BELOW THE SLAB BY TUNNELING. SUPPORT ALL PIPING WITH APPROPRIATE HANGERS. 'A S PE's ',AN;)i,nRD',^, '•lECHANICAL DRAWINGS AND SPECIFICATIONS). G. .,ACCESS TO THE AREA BELOW THE FLOOR SLAP S}TA', °, PE THROUGH A MAiJHOLE INSTALLED BY THE TENANT'S CONTRACTOR AT NO EXPENSE TO THE LANDLORD. LOCATION OF THE MA• NoEE •^.ILAr,r, BE DETERMINED BY THE LANDLORD, H. AIR CHAMBERS ARE REQUIRED ON EACB HOT AND Cnr.,,^• WA T E:R •",!1F'r'.Y TO EACH PLUMBING FIXTURE. i. PLUMBING 'FIXTURES - THE FO',LOWIW'; IS A MIN:M'!M SPr'r[FT`:ATICN FOR FIXTURES: 1. INTERCEPTORS A. GREASE INTERCEPTOR SHALL BE I`JSTA',r'FD 'N:}' ?l'F, R!•,QIJT!Trn BY STATE AND LOCAL CODES AND LANDLORD'S REQUIREMENTS TO RECEIVE GREASE LADEN WASTE. TENANT•.) S:)L?MTTTAL DRAWINGS SHALL STATE INTERCEPTOR FLOW CAPACITY IN C.P.M. AND. POUNDS.OF GREASE STORAGE. B. GREASE INTERCEPTOR MACE RE CAST IRO'[ AS MAv'IFACTT;RI;D BY ZURN OF A MINIMUM SIZE OF 20 GPM 4,OW RATE WITH 40 LBS. OF GREASE STORAGE CAPACITY, C^MP',ETE' WTI'' AUT')M•ATTC DRAW OFF AND FLOW CONTROL, OR LANDLORD APPROVED EQUAL INSTALL IN LOCATION AND METR0T' APF•P'VED PY ',A''IDLORD. 2. FOOD PREPARATION PLUMBING FIXTURE:' .SHA',', Pr' STA VILE. "S •STEEL, AND SHALL BE FURNISHED, INSTALLED AND CONSTRUCTED TO. CONFORM TO ALL CODES, HEA',T9 r)EPArTNENE, A`IP '2ATT(" TAE. SANITATION FOUNDATION REQUIREMENTS. 3.. HAND SINKS SHALL PE FURNISHED AND I'JS'fA''I,'• :D rFP HEALTH DEPARTMENT REQUIREMENTS AND A',L APPLICABLE CODES. 4. WATER HEATERS SHALE CONFORM To AL!, '•:'IFD';•i -AND SHALL Pr.: ELECTRIC OR, GAS FIRED WHERE GAS IS AVAILABLE. WATER HEATERS SHALT, INCORPORATE A Trp•'r ,- ^•Ir. ^- rr:E,'.'Ir1r PE',TEF VALVE PIPED TO A FLOOR DRAIN. WHERE WATER HEATERS ARE INSTALLED ABOVE THE FIr :IM1FD 1•,''017, T":•,•"A +,r, }:rAT-aS IN A 6" DEEP WATER TIGHT PAN WITH RELIEF VALVE PIPED TO PAN AND PAN SAFEWASTED TO AN APrl'r'':F'? F'.)nr' ()lt.A•'` ;, GA^ FIRED HOT WATER HEATERS SHALL NOT BE INSTALLED IN CONCEALED SPACES. MINIMUM WATER PEATER 4ADPANTY . ^.I ?A',}, Pr 5 YEARS. PROVIDE COMBUSTION AIR FOR ALL GAS FIRED HOT WATER 1:EATERS. 5: FLOOR DRAIN - ZURN Z -415 - FOR TILE FLOoRs WITH A N1rKT",. BRONZE OR BRASS FINISH REQUIRED. FLOOR DRAINS IN Fmon P9EPARATT'TJ ADEA^ EHAEE HAVE GRATES AND SEDIMENT ADJACENT TO AEE HOT WATER HNAT=R;'. 6. CLF.ANOUTS - ZURN 1405 -3 WITH SATIN) P'?n';:'•: Fri :STIED TOP AID TAPER THREAD BRONZE PL .7. TRAP SEAL PRIMER VALVE: - ZURN Z -10 22 -(WIERF TRAP PPTMT'R IS REQUIRED) 8.•" SEDIMENT INTERCEPTORS SHAT.'•'RE 1,! :'TA',r,F ?T) IN Ai.!, WASTE ',TN;ES A3 REQUIRED BY LANDLORD. ITT. FIRE SUPPRESSION SYSTEMS A. TENANT'S SPRINKLER SYSTEM SHALT, RE T'JSTAr.',T•:' rr+1I-1 LAW)',OI' ^' :; SPRINKL!•:R BULK MAIN SERVICE PROVIDED BY LANDLORD FOR THE PREMISES OR, IN THE EVENT A SPRINKLER .'Y.ST''M EXISTS. MCDTFY THE EXISTING SYSTEM. IN THE E'JFNT TENANT REQUIRES LARGER OR ADDITIONAL SPRINKLER SERVICE, TENA'JT rnTRACT'R SHALL EMPLOY LANDLORD'S CONTRACTOR TO INSTALL ADDITIONAL SERVICE OR INCREASED SIZE, OF SEVICE(s). E3, PROVIDE .A SPRINK'J R SYSTEM FOR THE ENTIRE PREMT :•,':S INC! TDT'1G ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS OF ALL :APPLICABLE CODES, NFPA -13, LANDLORD AND LANiD'.oE'D', FIRE AND CASUALTY INSURER. C. ALL PIPING SHAT,[, BE ". DESIGTti'ED AND T "IS'fALLE1, ••' :.; PA_13 ')ROT JAR, HAZZARL) PIPE, SCHEDULE, OR, IF A HYDRAULICALLY DESIGNED SYSTEM IS REQUIRED, rc -T'P; A F^ R ^ 'rM STET;:,') S'LA`.', BR: DENSITY - SALES .15 GPM PER SQ.FT. -. STOCK .18 GPM PER SQ.FT. FIRE AREA - M^ST REM''° 254% C. A. "S: F TCATION GROUP II ORDINARY HAZARD. OBTAIN FLOW AND PRESSURE SUPPLIED AT TENANTS CONNECTION FROM- ,A,7',OF1, MAXIM M SPACING OF SPRINKLER HEADS SHALE, !- : 130 3Q, ET. PER HEAD IN SALES AREA AND 100 SQ.FT. PER HEAD IN STORAGE U , AREAS. -• r• m SPRINKLER HEADS IN SALES AREA , ^�'A',', Pr; PO',T:''TF;;) CHROME P!' ":7ANT 212 DEGREES RATING WITH. ONE (1) PIECE MAXIMUM DEPTH • 3/4 "POLISHED CHROME OR PAINTED E.SSH7SIroNS. cPPTNK',ER HEADS IN STOCK ROOM SHALL BE PEN6ANT OR UPRIGHT, BRASS OR CHROME, 286 DEGREES RATING. SPT?INKLF.'? rL,.: ,ADs TAI POP -OUT STORE FRONT SOFFITS 'SHALL BE Ft.L'S}T CONCEALED WITH CHROME PLATED CEILING PLATE, 212 DEGREE RATING. CONTRACTOR SHALL OBTAIN FROM LAND',O"ri) THE ''A:IDLORD'.=> FIRE AND CASUALTY INSURERS NAME, ADDRESS, AND PROJECT INDEX NUMBER. PRIOR TO INSTA'. ,ATION, CoNTiYr :TtOR T;r ?n',r, SUBMIT STEVEN (7) SETS OF CALCULATIONS AND SEVEN (7) SETS OF PRINTS OF SPRINKLER DESIGN. TO LANDLORD'S FIRE AND CASUALTY INISURER FOR APPROVAL. UPON APPROVAL AND BEFORE INSTALLATION, CONTRACTOR SHALL F'OPWARD ONE (1) RFPRODUC TRr,E SEPTA OF• THE APPROVED DESIGN AND TWO (2) BLUE LINE PRINTS, WHICH SHALL HAVE THE LANDLORD'S INSi;RER'S APPROVAL STAMP, To THE LANDLORD FOR LANDLORD'S APPROVAL AND RECORDS. • CONTRACTOR TO 03TAIN ALL OTHER APPROVALS FROM A PP i CA E A, OR III 'S AND SUBMIT APPROVED PRINTS TO LANDLORD FOR LANDLORD'S RECORDS. • MOODS SHALT, INCORPORATE' AN APPROVED Ai1TnNIATT'' FIRE >=XTINGUI:1HING SYSTEM COMPLETE WITH FAN INTERLOCK, AUTOMATIC GAS. SHOT- OFF,,MANUAL RELEASE, ETC. PER APP',ICApT,T' EDDIES AND LANDLORD'S FIRE AND CASUALTY INSURER. ▪ FONISH AND INSTALL, INSPECTORS TEST CONNECTION, DRAINS, ETC. TEST AND DRAIN CONNECTION SHALL, CONSIST OF U.L., F.M. APPROVED VALVE, 3/4" HOSE CONNFCT[ON AND CAP. WITH PRIMER TAPPING WHEN BUCKETS. INSTALT, A DRAIN UG OF SIZE INDICATED ON PLANS. E. LANDLORD'S MINIMUM MECHANICAL SPECIFICATIONS FOR TENANT AREAS I. REIIflURSE LA'dDLOPD FOR COSTS OF DRAINING AND REFILLING LANDLORD'S SPRINKLER SYSTEM WHERE SAME IS REQUIRED TO COMPLETE TEN '.:VT' S SPRINKLER SYSTEM. tl ALL OTHER CODE OP '.AND[ RD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALE BE INCORPORATED AS ?ART OF THIS J. ALL P SCOPE OF WORK. K. TENANT'S SPR!NKLFR PIPING 3" AND LARGER SHALL BE INSTALLED WITH HANGERS. AT EVERY BAR JOIST WHEN INSTALLED PERPENDICULAR TO BAR JOISTS AND, WHEN INSTALLED PARALLEL TO JOISTS, WITH HANGERS SUPPORTED FROM TWO BAR.JOISTS EVERY 6'0" ON CENTERS. ALL HANGERS AND /OR SUPPORTS SHALL BE INSTALLED WITHIN 6" OF A JOIST PANEL POINT. IV. HVAC A. TENANT HVAC SYSTEM CRITERIA . 1. TENANT'SHALT, DESIGN, FURNISH AND INSTALL A COMPLETE HVAC SYSTEM TO HEAT AND COOL THE ENTIRE PREMISES IN STRICT CONFORMANCE WITH THE CRITERIA AND DESCRIPTION CONTAINED HEROIN. AND LOCAL CODE(S) AND THE 2. THE HEATING AID COOLING SYSTEM DEIGN SHALL BE BASED ON THE APPLICABLE STATE INFORMATION PRfVIDED ON THE ATTACHED CALCULATION FORM, WHICH IS DERIVED FROM THE MOST RECENT DESIGN CONDITIONS TESTED IN THE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR - CONDITIONING ENGINEERS, (A.S.H.R.A.E.) MANUAL. 3. HEAT GAIN CALCULATIONS SHALE BE BASED UPON THE MONTH, DAY AND HOUR OF PEAK SOLAR, THERMAL AND INTERNAL HEAT GAMS USING CODE REQUIRED MINIMUM OUTSIDE AIR QUANTITIES AT DESIGN CONDITIONS. 4. HEAT LOSS CAT.CUT,ATIONS SHALL BE BASED UPON THE FULL HEAT LOSS AND CODs; REQUIRED MINIMUM OUTSIDE AIR REQUIREMENTS AT DESIGN CONDITIONS (CREDIT SHALE NOT BE TAKEN FOR INTERNAL HEAT GAINS). 5. THE FOLLOWING SHALL BE APPLICABLE TO THE CALCULATIONS FOR SPECIAL O CUPANCIES (E.G., BEAUTY SALONS, PET SHOPS, BARBER SHOPS, GAME OR AMUSEMENT FACILITIES, PHOTOFINISHING ESTABLISHMENTS, RESTAURANTS, ETC.): a) CODE REQUIRED OCCUPANCY LEVEL. b) CODE REWIRED OUTSIDE AIR QUANTITIES. c) ALT, HEAT PRODUCING GAS OR ELECTRIC APPLIANCE LOADS WITH LANDLORD APPROVED DIVERSITY FACTORS. 6. TENANT'S HVAr'•SYSTEM SHALL MAINTAIN A SLIGHT NEGATIVE PRESSURE DIFFERENTIAE BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS OF THE SHOPPING CENTER. 7. UNLESS OTHERWISE PERMITTED BY LANDLORD, OUTSIDE AIR, RELIEF AIR, EXHAUST AIR OR ANY OTHER TYPE OF OPENING OR GRILLE SHALL NOT BE PERMITTED IN OR ON ANY DEMISING PARTITION,• SERVICE CORRIDOR WALL OR EXTERIOR WALL OF THE PREMISES OR EXTERIOR WALL OF THE SHOPPING CENTER. 8. HVAC SYSTEM OPERATION a) IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES TENANT'S HVAC EQUIPMENT OR SYSTEM IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY, IN ADDITION Ti) ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF ITS INTENTION TO DO SO, CORRF,T SUCH OPERATIONAL DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALE REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF SAME DIFFICIENCIES PLUS A FIFTEEN PERCENT (15 %) ADMINISTRATIVE CHARGE AND THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. B. WHERE HVAC UNIT(S) IS TO BE REPLACED OR WHERE A NEW INSTALLATION IS REQUIRED, THE HVAC SYSTEM SHALL BE FURNISHED AND INSTALLED CONSISTING OF A COMBINATION GAS HEATING AND ELECTRIC COOLING ROOFTOP UNIT (RTU) TO SERVE THE ENTIRE PREMISES. EQUIPMENT SHAT,[ BE EQUAL TO CARRIER, 'CRANE, OR YORK. C. LOW AMBIENT CONTROL OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RTU'S. IF AN ECONOMIZER CYCLE IS INCORPORATED, THE HVAC SYSTEM ALL. INCORPORATE POWERED RELIEF IN THE ROOFTOP UNIT OR A SEPARATE ROOF MOUNTED RELIEF FAN POWERED 'rE.M SH ECONOMIZER RELIEF MAY ALSO BE USED FOR SMOKE CONTROL. (SEE SMOKE CONTROL REQUIREMENTS). D. SUPPORT NEW RTU'S ON FULL PERIMETER ROOF CTJRBS AS SUPPLIED BY THE UNIT MANUFACTURER ONLY IN AREAS APPROVED BY LANDLORD PER LANDLORD DETAILS. __ - E. TEMPORARY WORK PLATFORM (MIN. 4' -O" WIDE) IS REQUIRED CONSISTING OF PLYWOOD COMPLETELY SURROUNDING THE ROOFTOP UNIT(S) AND OTHER EQUIPMENT OR DUCTS THROUGH THE ROOF. THE ENTIRE WORKING AREA SHALT, REMAIN ON ROOF DURING THE ENTIRE PERIOD OF INSTALLATION AND SHALL BE REMOVED FROM THE ROOF AND THE SHOPPING CENTER SITE UPON COMPLETION OF THE INSTALLATION BY CONTRACTOR. r AL BE OF ALUMINUM F. ALL ROOF MOUNTED FANS, SMOKE RELIEF VENTS, TOILET EXHAUSTERS, AND MISCELLANEOUS EQUIPMENT SH ,L CONSTRUCTION, WITH FABRICATED ROOF CURBS AS DETAILED ON LANDLORD'S DETAILS AND SPECIFICATIONS DRAWINGS. G. ALL SERVICES TO ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED WITHIN THE 4tONFINES OF THE EQUIPMENT CURB, EXCEPT GAS PIPING TO RTU'S AND ELECTRICAL SERVICE TO GREASE FANS. SEPARATE ROOF PENETRATIONS FOR UTILITIES TO ROOF MOUNTED EQUIPMENT WILL NOT BE PERMITTED. H. GOOSENECKS SHALE NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY LANDLORD. I. FRAME ALL SIDES OF ROOF PENETRATIONS, IF ONE SIDE OF PENETRATION IS GREATER THAN 12 INCHES, WITH 3" X 3" X 1/4" ANGLE TO SUPPORT THE METAL DECK. ANGLES SHALE BE CLAMPED OR WELDED TO THE STRUCTURAL STEEL JOISTS, BEAMS, OR GIRDERS AND SHALL, BE INSTALLED TIGHT TO THE BOTTOM OF THE ROOF DECK. INSTALLATION SHALL BE AS APPROVED BY THE LANDLORD. DO NOT DRILL JOISTS! J. EXHAUST FANS 1. ROOF MOUNTED FANS SHALL BE BELT DRIVEN. VERTICAL DISCHARGE, UPBLAST CENTRIFUGAL TYPE APPROVED FOR GREASE LADEN AIR. MOTORS SHALE. BE INSTALLED OUT OF THE AIR STREAM, COMPLETE WITH DISCONNECT SWITCH. FANS SHALL DE SIMILAR TO "LOREN COOK" MODEL VCR, MEETING NFPA 96 REQUIREMENTS. 2. UTILITY SET FANiS SHALL BE BELT DRIVEN BACKWARD INCLINE, :PARK PROOF BLOWER WHEEL APPROVED FOR GREASE LADEN AIR: BEARINGS SHAT,', BE PERMANENTLY LUBRICATED SEALED BALL BEARING, WITH MOTOR AND DRIVE ASSEMBLY HOUSED IN A WEATHER PROOF RNCLOS "RE :. FAN HOUSING SHALL INCORPORATE A DRAIN. FAN CONSTRUCTION TO MEET AMCA CLASS B CONSTRUCTION SIMILAR TO "'.REN COOK" MODEL CKV, MEETING. NFPA 96 REQUIREMENTS. K. SMOKE CONTROL: TTTE HVAC SYSTEM SBA",L INCORPORATE AN INTEGRATED SMOKE CONTROL SYSTEM AS FOLLOWS: 1. FURNISH AND INSTALL, IN THE RETURN AIR SECTION OF THE ROOFTOP UNIT, A U.L. LISTED IONIZATION DUCT TYPE SMOKE DETECTOR AS "'•'I:JFACTURED BY PYii -A- '.,ARM OR OTHER APPROVED, ITV AN ACCESSABLE LOCATION, COMPLETE WITH DISCONNECT SWITCH FOR SERVICING AND RESETTING OF THE STOKE DETECTOR. 2. SMOKE DETECTn'', UPON ACTIVATION, SHALL SHUT DOWN THE HVAC SYSTEM, SOUND AN AUDIO /VISUAL ALARM HORN LOCATED AT THE FRONT OF THE _[TORE. E. ROOF MOUNTED EQUIPMENT PROJECTIONS: NONE OF TENANT'S HVAC EQUIPMENT OR ANY OTHER TENANT ROOF MOUNTED CONSTRUCTION SHALL BE VISIBLE ABOVE THE EXTERIOR WALL PARAPET, UNLESS OTHERWISE PERMITTED BY LANDLORD. IF PERMITTED, TENANT SHALL, Mt TENANT'." EXPENSE, PAINT ALL SUCH HVAC EQUIPMENT OR ROOF MOUNTED CONSTRUCTION AND /OR PROVIDE SCREENING FOR SAME AS MAY BE R'E.'TIRED BY LANDLORD. M. ELECTRIC DUCT HEATERS SHALL BE OPEN COIL, SLIP -IN, ZERO CLEARANCE, U.L. APPROVED HEATERS WITH FUSED DISCONNECT SWITCH, AUTOMATI'" RESET IN THE CONTROL CIRCUIT, MANUAL RESFI-T THERMAL CUT -OUT IN THE POWER CIRCUIT, 24 VOLT HOLDING COIL(S) FOR EACH STAGE AND AN AIR FLOW SWITCH TO PROVE AIR FLOW PRIOR TO HEATER OPERATION. r N. DIFFUSERS, GRILLE:;, AND REGISTERS SHALL, BE STEEL OR ALUMINUM AS MANUFACTURED BY TITUS, BARBER- COLMAN, CARNES, OR OTHER APPROVED WITH OPPOSED BLADE DAMPERS. RETURN AIR BETWEEN STOCK AND SALES AREA SHALL NOT RELY UPON ANY ACCESS WAY BETWEEN STOCK AND SALES AREAS. O. RETURN GRILLES OP REGISTERS FOR CEILING PLENUM RETURN SYSTEMS SHALL BE SIZED BASED ON THE LARGER OF 300 FPM MAXIMUM FACE VELOCITY OR ( -,NE: SQUARE FOOT OF GRILLE AREA FOR 300 SQ.FT. OF GROSS LEASABLE AREA. P. AIR BALANCE ALL T:C'�.!'_-PMENT, INCLUDING ROOFTOP UNITS, DIFFUSERS, REGISTERS AND GRILLES TO THE AIR QUANTITIES INDICATED ON THE , LANE OR ON THE SCHEDULE. Q. DUCTED RETURN AID SYSTEMS SHALL ONLY BE INSTALLED WHEN REQUIRED OR APPROVED BY LANDLORD. WHEN A DUCTED RETURN AIR SYSTEM IS REQUIRED (OR PERMITTED) BY LANDLORD, FURNISH AND INSTALL RELIEF GRILLES IN CEILING TO PREVENT FREEZING. RELIEF GRILLES SP, BE SIZED A'T 1 SQ. FT. PER 300 SQ. FT. LEASABLE AREA. DUCTED RETURN AIR SYSTEM GRILLES SHALL BE SIZED FOR A MAXIM!''! OF 500 F. P.M. VELOCI TY. R. FLEXIBLE CONUECT(PS ARE REQUIRED ON ALL DUCTWORK CONNECTIONS TO AIR MOVING EQUIPMENT INCLUDING AIR HANDLING UNIT(S), EXHAUST FAN(S) AND VAV BOXES. S. FIRE DAMPERS ARE REQUIRED TO BE INSTALLED IN ANY OPENING IN ANY PARTITION WHERE THE OPENING OCCURS BELOW THE LEVEL OF THE SPRINKLER PROTECTION ON ONE SIDE OF THE PARTITION AND ABOVE THE SPRINKLER PROTECTION ON THE OTHER SIDE OF THE PARTITION, AND Pr' ;'ETRATIONS OF FIRE RATED CONSTRUCTION PER CODE. FIRE DAMPERS SHALL BE U.L. LISTED AND INSTALLED PER MANUFACTURERS REQUIREMENTS. FIRE DAMPER(S) SHALL BE RUSKIN, AIR BALANCE, OR OTHER APPROVED. T. ALL DUCTWORK, FITTT'JGS, HANGERS, FABRICATIONS, INSTALLATIONS, MATERIALS AND METHODS SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE 1969 FOURTH EDITION OF SMACNA AND AS DETAILED. (SEE HOOD EXHAUST SYSTEM Nnfr :S FOR ADDITIONAL REQUIREMENTS). WHERE APPROVED FOR INSTALLATION BY THE LANDLORD, FIBERGLASS DUCTWORK SHALL RE 1 1/2" OWENS /CORNING TYPE 475 FRK INSTALLED PER THE MANUFACTURER'S AND SMACNA'S REQUIREMENTS. ALL DUCTWORK SHALL RE INSTALLED AS HIGH AS POSSIBLE, ALL DUCTWORK AND EQUIPMENT IN PUBLIC AREAS SHALL BE CONCEALED. ROOF MOUNTED DUCTWORK SHALL NOT BE PERMITTED UNLESS WRITTEN PERMISSION IS OBTAINED FROM LANDLORD. WHERE SAME IS PERMITTED BY LANDLORD, ALL SEAMS SHALT, BE SOLDERED AND ALL DUCT WORK SHALL BE INSTALLED, SUPPORTED, AND INSULATED AS REQUIRED BY LAND' nrD, • U. INSULATE ALL SUPi ",Y AIR, OUTSIDE ATP RELIEF AIR AND COMBUSTION AIR DUCTWORK WITH 1-1/2" THICK EXTERIOR FIBERGLASS DUCT INSULATION ,%:TH VAPOR BARRIER PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. IF CONDENSATE FORMS ON ANY MALL OR TENANT SiI'TFACE, EXTERNALLi INGULATE ALL THESE SURFACES WITHIN THE PREMISES AS DESCRIBED FOR SUPPLY AIR. DUCTWORK. V. HOODED EXHAUST SYSTEMS 1. HOODS AND DUCTWORK SHALL BE SIZED, CONSTRUCTED AND INSTALLED PER NFPA 96 AND ALL STATE AND LOCAL CODES. 2. MATERIAT, SBA:•', BE WELDED 16 GAUGE STEEL OR 18 GAUGE STAINLESS STEEL OR AS OTHERWISE REQUIRED PY CODES. 3. ALL SEAMS AND JOINTTS SHALL HAVE LIQUID TIGHT CONTINUOUS EXTERNAL WELDS. 4. DUCTS SHALL R: INSTALLED WITHOUT FORMING DRIPS AND TRAPS WHICH MIGHT COLLECT RESIDUES. SLOPE DUCT TOWARD HOOD. VELOCITY G SHALE TO BE LESS THAN 1 00 FEET PER MINUTE. 5. THE AIR VE1,0 , .. Y THROUGH ANY DUCT SH L . h _ B . , , 5 6. ACCESS DOORS :'LtL,L BE GASKETED AND PROVIDED FOR INSPECTION AND CLEANING AND SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION. 7. GREASE LADEN AIR SHALT, BE DISCHARGED VERTICALLY ABOVE ROOF. 8. WHERE DUCTWORK PENETRATES FIRE RATED CONSTRUCTION, ENCASE TO MAINTAIN FIRE RATING. W. REFRIGE! ?ANT PIPITS SHALL BE ACR TUBING OR TYPE "L" COPPER TUBING, CLEANED BY THE MANUFACTURER, ENDS CAPPED. FITTINGS SHALE BE FORGED OR WROUGHT COPPER WITH SILFOS 5 SILVER BRAZED JOINTS. PIPE HANGER DESIGN SHALL PREVENT VIBRATION FROM RUNG TRANSMITTED TO THE BUILDING STRUCTURE. INSULATE REFRIGERANT PIPING WITH 1" THICK ARMAFLEX APPROVED FOR PLENUM USE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL JOINTS SEALED VAPOR TIGHT. X. FLUES SHALL BE METALBESTOS.TYPE 8 OR, IF MORE STRINGENT, AS REQUIRED BY CODE. Y. FLEXIBLE DUCTWORK . ;HALL ONLY BE PERMITTED TO BE INSTALLED FOR FINAL CONNECTIONS TO DIFFUSERS. THE MAXIMUMM LENGTH OF FLEXIBLE DUCT •SHALL BE LIMITED TO 5' -0" FOR•ANY ONE DIFFUSER CONNECTION. FLEXIBLE DUCT MATERIAL SHALL HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE DEVELOPED RATING LESS THAN 50. Z. • SEAL MALL DUCT PEI:•:TRATIONS AT DEMISING WALLS WI!? MATERIAL APPROVED BY APPLICABLE CODE AUTHORITIES. AA. CONTROLS. WIRItiG =LIT! �.' ALL.L TROLS SHALT. BE A MAXIMUM OF 24 VOLTS. ALE, CONTROL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NATIONAL ELECTRTC CODE. 2. ALL EXHAUST FANS SHALL INCORPORATE STARTERS. • 3. ALL EXISTING AND NEW WIRING IN PLENUM ARM SHALL BF, MODIFIED AND /OR INSTALLED IN CONDUIT OR CABLE LISTED FOR USE 11 PLENUM AREAS. FIELD VERIFY ALL EXISTING WIRING TO DETERMINE THE EXTENT OF THE REQUIRED MODIFICATION. 4. CONTROL WIRING FOR HVAC CONTROL. SHALL BE MULTICOLORED CABLE. 5.. tHERMOSTATS FOR TEMParRATURE•CONTROL SHAD BE OF THE MERCURY TYPE bR OTHER LANDLORD APPROVED, WITH SWITCH NM FOR FAN ON -OFF AND SELECTION OF HEATING AND COOLING WITH STAGING AS REQUIRED. MODIFY INSTALLATION OF ALL EXISTING CONTROLS AS REQUIRE) BY LANDLORD FOR PROPER OPERATION OF THE HVAC SYSTEMS. 6. FURNISH AND INSTALL. STARTER FOR EVAPORATOR FAN. 7. HVAC EQUIPMENT SHALL INCORPORATE A HIGH. TEMPERAT'J. ". E LIMIT DEVICE TO DE- ENERGIZE THE EQUIPMENT EF THE DEVICE IS ACTIVATED. . 8. CONTRACTOR TO FURNISH "A3 BULLY" DRAWINGS OF THE TEMPERATURE CONTROL SYSTEM INCLUDING ALL HVAC EQUIPMENT CONTROL DIAGRAMS AS SUPPLIED BY THE EQUIPMENT MANUFACTURER AND ALL FIELD INSTALLED WIRING AND CONTROLS. BB.' WHERE TOE TENANT ELECTS TO RE-USE, AND THE LANDLORD HAS APPROVED THE RE -USE OR RENOVATION OF AN EXISTING HVAC SYSTEM, REPAIR OR REPLACE ALL OR PART OF THE HVAC EQ[IPMENT TO ENSURE PROPER AND EFFICIENT OPERATION OF THE HVAC SYSTEM(S), ENSURE THE HVAC SYSTEM IS CAPABLE OF MAINTAINING THE SPACE TEMPERATURES WITHIN THE LEASED PREMISES IN ACCORDANCE WITH THE LANDLORD'S, LOCAL, STATE, AND FEDERAL, REQUIREMENTS; AND PROVIDE WRITTEN CONFIRMATION TO LANDLORD. CC. TENANT ELECTS NOT TO RE -USE EXISTING EQUIPMENT, COMMIT, OR PIPING, INCLUDING BUT NOT LIMITED TO ANY ROOF MOUNTED EQUIPMENT, TENANT SHALL AT TENANT'S EXPENSE REMOVE S[J ^H PARTS OF THE SYSTEM. AND EQUIPMENT NOT BEING RE -USED INCLUDING CURBS AND UTILITY SERVICES TO SUCH EQUIPMENT. TENANT SHALE, PERFORM ALL NECESSARY REPAIRS TO THE ROOFING SYSTEM AND /OR ADJACENT CONSTRUCTION IN ACCORDANCE WITH THE LANDLORDS CRITERIA AND DETAILS INDICATED ON LANDLORD'S MECHANICAL DETAYL.S AND SPECIFICATIONS DRAWING. DD. HVAC EQUIPMENT STARTUP FOR NEW HVAC UNITS: . U. PRIOR TO OPENING THE PREMISES FOR BUSINESS, CONTRACTOR SHALL PROVIDE LANDLORD WITH WRITTEN VERIFICATION FROM AN AUTHORIZED REPRESENTA';IVE OF THE INSTALLED HVAC EQUIPMENT MANUFACTURER THAT THE INSTALLED HVAC EQUIPMENT IS INSTALLED AND OPERATING IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. IN THE EVENT LANDLORD DETERMINES TENANT'S HVAC EQUIPMENT IS ,NOT OPERATING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, CONTRACTOR SHALE, WITHIN FIFTEEN (15) DAYS FROM LANDLORD'S WRITTEN NOTICE TO TENANT OR CONTRACTOR OF SAME, CORRECT SUCH OPERATIONAL, DEFICIENCY. _ FORMS TO BE COMPLETED BY TENANT . HVAC CALCULATIONS IM r 1JtATIt11 13044E'R SPACE aA r e 5011 Rt OUTS IO%E r db / awe FIrATTNK3 SPACE 72 r OUTSIDE r INPUT B'THU :"AT LOSS SENSIBLE =am tmtria oary..X? 3 I'tr%4 Ya...'lt'1T 'l• tACPC:R x "2,4 UTU/W . FACTOR x+j FreT R EfrU/HR. 1. POW AREA 2. CORRIDOR FtJ1i1. 3. CMS IOC HAM GU BQ.I'T. i i 90.Pt'. •. '-"• -" BO. FT. f: .1?*..,:. v �//C / W 7 r;.- :rr ;�ryyy {' s' ,�A 3 3413 ,15 (Sid F�7.41PXS ) 2 It /go � { ;/� • '�. ' �¢�•.''r[ . R �> :> • . . < . /••qty >�:.�: ;ti. 4. LIGHTING COli441'><.°M9 - .. �i n .10 ,..a,�,,.�. -.III ;zg ,b :.�y \- 1• i• : . ;.R• : `IR ••v• :{ + "•: {• \ -. .:{'�• :F EI, 3413 °� 7 .16 / 2 z14 <♦ ;iw r i- ::..: •.♦ , • 6. APTIAAHMS S�APPtI�k7ITiTt3r t0tl! x f HP 2545 7, 8X PAS'!I O.A. o %/M °tT /4 Q cam+ 5.5 '..••••• 0 { a . , �: g :.. ''�'O .s+ 8 c • ti i... • 4:..:< t C....: ”k:....,.. v . ? ti 54 :3. }� ? fsyi : 3 : :i? -•.x S..4-. ,{ 9 54 per✓ 304 4 J 4 Ep . 148 _ : >ri fv '''% . ' >i ' 74 .: ;y �`...2,. ! 8. SPACE tan IcITAL 1 111RU ' ? .'ACE SENSIBLE Cg?I 9. SW= (`Jft )i.0� x I0. COL[ 6. LARD 5GP3 / PR�t.9l7ti OR St ION. ' 00 �+ J 9C0 4' 11. MU KJIM PER MIME : ;; 5, $; .::: ,5 4545 ::. ,,�r Yr .. 12.Ti7IAI,5 8s 10 ♦11�. n :{ - .. " .,3S M >'- .s {:'% ; {3° 4/ COOLING OUTSIDE FALL P.X. {�r �.' ,. 15 13. ¶'. irAL vrowN4 SEMIBL t tATE2rr .31050 m'umt It'ATIt'1G REo' TOTAL IJPATING o (141N ) , • 2, ( 13'7 NORTH 12 EAST 26 CCM. RXTI i 11�99�._ .11 F€sI 14. 7137'AL F ATMG �P mu/11Ii �1C0 341.3 -,, ..... I CALCULATIONS SHALL. BE PERIINIMED PER ASMMAR. THIS NOM PROVIDED FOR IENA7TS WHO PP2FER NOT 70 PERFORM PO E DETAILED CJFI.i(Y1tAT )DNS . agimmlommmmwamommommeta HVAC SPECIFICATIONS MANUPAC 7W MODEL VOLTAGE 'H EER TOTAL WEIGHT LBS. ROOF TOP UNIT (RTU) SPECIFICATIONS EVAPORA CFM EXTERNAL w',„_"WC MOTOR HP . I L HP OUTSIDE AIR CHIN) lip CFM RFOR ACCESSORIES ECONOMIZER 40.4 (NO) OR LOW AMBIENT CONTROL HVAC RELIEF ( ) (10RiAm HP DOWNTURN PLENUM"' ANTI -SHORT CYCLE TIMER•l' FULL PERIMETER CURiIV CRANKCASE HEATER"' THROW -AWAY FILTERS 40 ' 5 YEAR WARRANTY, COOLING CAPACITY (AT ANIU ditiV1ION'2) AIR ENTERING CONDENSOR'1 F D.B. AIR ENTERING EVAPORATORJp of :. / ��I o TOTAL COOLING CAPACITY SENSIBLE COOLING CAPACITY COMPRESSOR INPUT HEATING CAPACITY GAS (iiir(No) INPUT_ OUTPUT OR BTUH BTU H TO 0° F ELECTRIC (YES) ( '•%6, STEPS (YES) (NO) AUTO - CHANGE OVER THERMOSTAT WITH 100' HEAT-COOL-AUTO-OFF AND FAN - AUTO -ON- SWITCHES IN SLiB -BASE - i KITCiEEN EXHAUST FAN F NUFACTURER mDTOR HP C, Cm r• DEt MINTING (QJ1 . 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THIS FORK YS PROVIDED AS A, GUIDE FOR Tk�IMS 5' (o PREFER NIA '10 PEtRE 4 ACTUAL EQUIPM. T HEAT T GAIN CA LCULATI( i . WW1 'TOTALS, Z4 APPL1A- NOT LINE FIVAC CALCULAz•IC7NS FUN. A REPRODUCADLE COPY OF THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL. TO LANDLORD, REVISIONS 11.W -S6 =r 1 CC LU irun LU 1 0 FOOD COURT TENANTS z 0 on Q CD 4 4 0 Ir- IY>@I a, 26" ett i on 1/ Cn i l9l; UNIT NUMBER t DRAWN gAN d i DAY IL t DATII DRAWING NIiNG&G1 = i�I1111111111111IIIII111I1 lIIII'I'1'1'1'1'1'1' 0 161/M IN[.. I 2 • 1111111111111111111111 1111111111111111111 111 i 1I o ; e•.. a! LZ 9)C. SL 9Z s~Z I!, I !I ! ! 1i1111111111IIinllIIIIIIIIIIIIIIIIII IIIIIIIIIIiiithiIIIlll11111111111 tli !11111111111111111111 I,, i • !! !1 (! i III, .:.. 111111 i1�11111111i1111111,1 11111! I1111�IIIIIIIIII! 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TDy� URN voln4 l.dht111d FAAN 2 T uJ4 u�P 5xat.Dea� Jo+rorts �1A�iHINC ' rntL. e a flOsalc.t.relD grzey INe-tULA 1i: J TO 1A cA NAILER ��--l1•ItC�i4N • ADH D Tc) C.0-0 \ 44C.tt` tti< 4 GOPt:p EiLClI P`NV 'D C1T Ct R lk.i 4, - f . • • 4-- --„\ 4p 111 AO r 'r- N'NAZzA=.:--4:4 `f, , , . • , LJ 1.< W I L._ P NAt desk. ""*•** —1 NI SYMBOLS BUILDING SECTION ------ SECTION IDENTIFICATION - --LOCATED ON SHEET... SUITE A 1220 SF WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET... DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET... INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET... • ROOM NAME ROOM NUMBER -ROOM MATERIAL CODES Ist. No. F LOOR 1 BASE 2nd. No. WALLS WAINSCOT 3rd.No. CEILING CEILING HEIGHT GRID MARKERS LETTERS IN ONE DIRECTION NUME3ERS IN THE OTHER DOOR SYMBOL. DOOR IDENTIFICATION WALL SYMBO_ WALL IDENTIFICATION WINDOW SYM&OL '155i.,4DOW ADE NT IFICA110I4 MATCH LINE SHADED periar i THE SIDE COt,61DERED .I.17•1t .0101■•••••••.+P.n, CODE INFORMATION JURISDICTION: BUILDING CODE: ZONING: SEISMIC ZONE: OCCUPANCY: CONSTRUCTION TYPE: SITE AREA: BUILDING AREA: BUILDING 'A': BUILDING 'B': (UNDER SEPARATE PERMIT) BUILDING "C”: TOTAL COVERAGE (GROSS) PARKING PROVIDED: PARKING RATIO: CITY OF TUKWILA 1985 U.B.C. M-1 3 B-2 V-N, SPRINKLERED 198,700 SF / - 19,91 SF 24,100 SF 13,657 SF 57,668 SF 29% 93 STANDARD 18 TRACTOR/TRAILER HANDICAPPED PARKING: 4 NORTH ARROW ELEVATION MARKER GRADE ELEVATION TOP OF WALL TOP OF CURB TOP OF RIVEMENT CENTER LINE PROPERTY LINE GENTFER LINE OF sTstur NEW C ONTDUR EXISTING CONTOUR REASON CLOUD IDENTIFYING as, ABBREVIATIONS ACOUS. ACC;R ANOD . APPROX. ARCH . ASPi . A .0 C. BLDG . MK • BUI G BM. Bar. . !3RD. B.U.R. CAB. CH. C.J. CLG. C, CHU C.C. COL. CONC. CONN. CONSTR. CONPR . C .T T. CTR . CPS!: , DBL DEPT. DE.T . D. F. DIA . D. F. L. DN DS. DISP E. EA. E. J. EL. ELEV. ENCL. Angle At Centerline Diameter or Perpindicular Pound. or Number Acoustical A] tinu A:Icreate Ancdized Approximate Architectural Asphalt Asphaltic Buildina Block Blocking Beam Bottom Board Built Up Cabinet Catch Basin Cement Channel Control Joint '121.111■1100111. 11111101111■1• GENERAL NOTES AiRCHITECTURAL ABBREV. IATIONS EQUIP. EXST. Round EXPO. EXT. F.D. F. E. F. 11. FIN. FLASH . FLUOR. FOUND. Concrete F. P. PPG FURR. GA. GALV. G.I. GL. Roof GR. GrjB GYP. . B. H.C. H. D Clear HEX Concrete Masonry Unit HDWD. Clean Out Colunn Concrete Connection Construct ion Continuous Contractor Ceramic Tile Center Countersunk Double. Lt:partment Detail Douglas Fir areter Douglas Fir /Larch DUrension I.)own Door Downspout Dra%•ring .:).ispensc-r East Each Expansion Joint Elevation Electrical Elevator Enclosure I IDWR. E. F. H.M. HORIZ HR. INST. INSUL INT. 3T. Kb. LAM. LB. LOC LIN. LL MAT . MAX. MFR. PH. MIN. MISC. N N.I.C. NO. Number N.T.S. Not: to Scale 010 Out to Out Electrical Panelhoard Equal Equipment Existing Exposed Exterior Floor Drain Foundation n Pit e Ext. .i ncrui sher Fire Hydrant Finish Flashing Fluorescent Foundation Frost Proof Footing Furring Guage Galvanized GalVanized Iran Glass Ground Grade Gypsum Wall Board Gypsum Hose Bibb Hollow Core Hold Down Handicap Hardwood Hardware. Hemlock/ Fir Hallow Metal Horizontal Hour Height Installation :nsulation Interior Joint Kiln Dried Laminated PoUnd Location FT. Lineal Ft. Live Load Material Maximum Manufacturer Manhole Mininitrn Miscellaneous Mounted Metal North Not In Contact Ti://3 6E OF PPPROUED 17R4whvg6 REFaICE5 05Er *DATED mi.* 243 4. MY OF MOW APPROVED t tit , igtota) BUILD NG DIVISION 0.C. O.D. P.C. PL. FLYWD. P.P. P.O.I.C. R. R REC. REF. REINF. REVD 14,1. S. S.C. SCPED. SHT. SETH. SIM. SPEC. SQ• STA. STD. STL. SWR. STRUCT. SUSP S &v SYM. T. T.C. TEL. T 6, G. . P. T .W W. TYP. U.B.C. UNF. U.O.N. VERT. V.C.T. W. W/ . C. WD. WDW. W.H. W/0 W.GL. WP WR. WSCT. WT. X FRI1R YD. On Cc-,:n e r Outside DitxicLer Pull Chain Plate Plywood Power Pole Provided t)y Owner/ Installed by Contractor Radius or Riser Roof Drain ReconnEnded Reference Feinforeed Required Room South Solid Core Schedule Sheet Sheathing Similar Specification Square Station Standard Steel Storage Structural Suscended Stain and Varnish Service. Symnetrical Tread Top of Curb Telephone Tongue and Groove Thick Top of PavonEnt Top of Wall Typical Uniform Building CoJe Unt- inished Unless Otherwise. Noted Vert ical Vinyl. Ccmposition Tile West With Water Closet Wood Window Water Heater Without Wire Glass Waterproof Water Resistant Wainscot Weight Transforrer Yard ._ _FILE COPY !I understand that the Plan Cheek approvals are subject to errors and omissions and approval of plans does not authorize the vidaffon of any adopted code or erdinz.nce. Receipt . 5, frontractor's 2(r'' copy of approv d plan3 acE 'Med ,06. • f -7" " 4*6 .V.1 `%"; • , .;" ' • • ' % 1-.7 .• • 1111111111111111111111111111111111111111111111111111111111111111111111111 1111111111•11111111 11111111111 11111111111111 111111111111111111111111111 11111111111 11111 I 111111111111111 0 MTIP-.1m. I OE he fie z,,e 9( Ge fie ez ze Oe? el LI, 91 91 IA 6 11,11111111IndlinkldH111,11104411,111WIIHHhildIM10111111HdlinhdH411611601WhOHIIIIHOHHIIIIIIHH64111Hhill,64111111H01111AAJIMIA,1111Hjiji)L01!JJ1J11,d91,1,thit,1111J,IIIIIIPIP40; . , - - rt!'4 L 110tiCe, it is cue to the quality cr the cripinel eocument. 1 NOT: 'If the micrefilmed eocument is less clear then this r- „,, 6 7 . „ 9 1111111111 1C) I, P4 ti 2 3 4 e , GENERAL NOTES A -I. ALL CONSTRUCTION SHALL CONFORM TO THE 1985 EDITION OF THE UNIFORM BUILDING CODE. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL. FRAME WALLS AT 10..0' O.C. AND WHERE FRAME WALLS PENETRATE CEILINGS. FIRE'' OCK IN ACCORDANCE WITH U.B.C. SEC. 2516 (F). 4. ENCLOSED ATTIC SPACES, SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 3000 SF (SPRINKLERED AREA NOT TO EXCEED 9000 SF) WITH THE GREATEST DIMENSION NOT TO EXCEED 60 FEET (100 FEET IF SPRINKLERED). ENCLOSED SPACE BETWEEN FLOORS AND CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 1000 SF. THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO ROOF OR FLOOR. 5. PROVIDE BUILDING ADDRESS LE I 1ERS OVER EACH ENTRY DOOR. LETTERS TO BE WHITE DECAL APPLICATION 1 :PE MADE OF VINYL. LETTERS TO BE A MINIMUM OF 6" IN HEIGHT. CONFIRM ADDRESSES WITH ARCHI rEcT PRIOR TO APPLICATION. 6. PROVIDE A FLOOR OR LANDING NOT GREATER THAN 1/2' BELOW THRESHOLD ON EACH SIDE OF ALL REQUIRED EXITS. 7. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH BUILDING AS DIRECTED BY FIRE MARSHALL. UNPF.-324 • M/iF? 8. PROVIDE EXIT SIGNS (NON-ILLUMINATED UNLESS OTHERWISE EXIT DOORS IN REAR OF EACH BUILDING. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OR CHANGES TO THESE DRAWINGS. 10. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. • 1. GENERAL CONTRACTOR RESPONSIBLE FOR PERMITS EXCEPT AS OUTLINED IN DIVISION ONE OF THE PROJECT MANUAL, 12. BUILDING ADDRESS SHALL BE POSTED ON EXTERIOR FACE OF BUILDING IN LEI tERS AND NUMERALS 6' OR LARGER. ADDRESS SIGN SHALL BE INDIVIDUAL SYMBOLS IN EITHER WOOD OR STYROFOAM WITH HIGH DENSITY OVERLAY ON FACE. PROJECT CONTACT siltIlim.1101111.040113011. ■••■••■•■■■■•■.•■••■■• LEGAL DESCRIPTION , t4 s&m7-6L64 Parc "Ar of City of P,oiVaVgm ilittENceiDatOs Ang.N. under itora File No. 8009030472, Records of King Cou Washingto PARCEL 2 Lot 1 of City of . kwila Short Plat No. 81-3 under Auditors File o. 8204280545, Record Washington. PARCEL 3 SS as recorded Of King County, • THESE PLANS AND SPECFCATIONS ARE COPY- RIGHT MATERIAL AND ARE THE SOLE PROPERTY OF APASSOCCICIAriE N TEr SEATTLE, WA. ANY INFRINGEMENT OF COPY- RIGHT OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LAME TO PROSECUTION UNDER THE COPYRIGHT ULANWITESDC: HTTATEES. DRAWN CHECKED APPROVED DATE 0) 00 05 c) cc 1- 4c 01 1- w —J et co cc a. Lot 2 of City of Tukwila Shor* under Auditors File No 8 2 04 2 EN; Washi ngtor.. PARCEL 4 at No. 81-39-SS as recorded Records of King County, - Parcel ni'" of City Tukwila Boundary Line No. 84-35-BLA as ecorded under Auditors File Records of Kin County, Washington. PARCEL 5 Lot of City of Tukwila Short Plat No. 87-4-SS as record ors File No. 8004270766 Records of King County, Washing ••••••■•••••••11711•C DRAWING INDEX CLIENT CIVIL ENGINEER ED O'SULLIVAN 1200 WESTLAKE AVENUE NORTH SUITE #505 SEATTLE, WASHINGTON 98109 (206) 283-3030 ARCHITECT - BUILDING "13' Y. KEN CHIN PACIFIC DESIGN ASSOCIATES 4039 21ST AVENUE WEST SUITE #102 SEATT'LE, WASHINGTON 98199 (206) 286-8416 STRUCTURAL ENGINEER ROBERT RAICHLE/DANIEL LAKE ENGINEERS NORTHWEST, INC. 63(39 WOODLAWN AVENUE N.E. SUITE 205 SEATTLE, WASHINGTON 98115 (206) 525-7-866—«7560 TOM BARGHAUSEN BAREIHAUSEN CONSULTING ENGINEERS, 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251-6222 ARCHITECT - BUILDINGS 'A" & "C` FRANK HEFFERNAN COMMERCIAL DESIGN ARCHITECTS, INC. 4230 •98TH STREET SW LYNNWOOD, WASHINGTON 98036 (206) 771-2300 1 1 MADE IN CARMAN' 12 INC, TI C3. C2 C3 LA3. I.A 2 LA3 LA4 Al A2 A3 A4 A 5 A t't A7 A8 A9 A10 A 11 Al 2 A13 A 1 4 A I S1 S2 53 t• S4 S6 S7 S 8 S9 S10 Si 1 S12 •910••••••■L•MPER Title Sheet Grading, Storm Drainage and Utility Plan Notes & Details Temporary Erosion/Sedimentation Control Plan Landscape Plan Landscape Notes, Plant Schedule & Details Irrigation Plan Irrigation Plan Schedule & Details Notes Site Plan Site Details Building A Floor Plan Building 13 Floor Plan (not included) Building C Floor Plan Building A Elevation Building B Elevation (not included) Building C Elevation Building Section Roof Plan Building A Roof Plan Building B (not included) Roof Plan Building C Storefront Details (not included) Panel & Roof Details Door Schedule 6,Details, Foundation Plan Building A Roof Framing Plan A Foundation Plan Building B (not. included) Roof Framing Plan Building B (not included) Foundation Plan Building C Roof Framing Plan Building C Structural Details Foundations Structural Details Roof Concrete Panels Building A Conrete Panels Building B (not included) Concrete Panels Building C Structural Notes & Panel Conn. Details RAN REVIEW FOR COMPLIANCEWITEI THE FOLLOWING ORDINANCES ONLY 2&L.2!. SUBJECT 10 INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. !DATE iNt•tg•ti BY DATE OUT MAHAN & DeSALVO, INC. [NAVE APR 1 8 1989 MAHAN DESALVO,INC P 115165 5 8 ,=fl .T e4 1T 128 S s1 T" 128. sr 7 5 "Q (n 13 "7 .y1 ST s 77771111 e�- ..t W E V1 ' ! t 44 1I�t• *. � 5 SIX 1. ml r-a. j •f w L 5. _L..- _ - - �! r- , 4-j ..41136TH =�1 - ST "( 6" ADS DOWNSPOUT TIGHTL!NE © 2.0% (MIN.) (TYP.) EXIST. 3 LF CONC. PIPE @ 2.0% W/ PLUGGED END LE. = 3.63 UNPLUG EXIST. STUB & CONNECT W/ 35 LF 6" CONC. PIPE @ 2.0% (MIN.) _EX. ca. RIM a 14.37 i.E. a 10.82 (15' FR SE) I.E. a 10.77 124' TO NW) T /T- 5135'" ST S 136Th 0 11T 6 o 144,957 J F N t1 ST 1!c�1z =! n44 „sT Q T 135Th, P4 MIOY •+ GM 11.1.1 HOS, 1 ST 4,dI14 sI 44 j 2 10 sx - 'a;1' w N 4 133111 ST ,11th 8 3 6 . 5 :41T1t I? s xl� 144TH Y1: ' _ 1,161;1:1 I sT f VICINITY MAP N.T.S. I.E. = 10.09 �! 104 LF 12" CMP @ 0.73% - ■' II II ___- EX18JxJ2' CMf'_ TO BE CUT @ P11_ 11 11 2' HT. ROCKERY AS REOUIRED DOCK HIGH RAMP DOWN CONC. RETAINING WALL it II N 49° 43'00" WI\ 194.47' LANDSCAPE AR A I.E. = X0.62_ + \6. CB #4 TYPE l '� LOCATE A-S-S OOWN RIM = M.23 TRASH I.E. 13.23 ENCLOSURE 36� LF 12" CMP @ 0.5% LOCATE DOWNSPOUTS PER ARCHITECTURAL ROOF PLANS\ 5 GRADING & STORM_DRAINAGE PLAN 18.50 TW 17.50 BW STATE HIGHWAY No. 559 17.40 N 45° 36' .4.5 11 Ir� B # T PE 1M =I7, L . = 15.0 22.00 TW 2 1 W .00 f 19.00 BW / 21.50 T 1 \ \� 377 t.. wrT*�- T T .r,. I • 43\-3,A 0,9 \, +� 4.00 ; BW LEGAL DESCRIPTION PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80 -13 -SS as :,✓corded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File No. 8204280545 records of King County, WA. PARCEL 3: Lot 2 of City of Tukwila Short Plat No. 81 -39 -SS as recorded under Auditor's File. No. 820428545 records of King County, WA. PARCEL 4: Parcel "B" of City of Tukwila Boundary Line Adjustment No. 84- 35 -BLA as recorded under Auditor's File No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as recorded under Auditor's File No. 8804273766 records of King County, WA. SURVEY DATA BOUNDARY SURVEY INFORMATION OBTAINED FROM 1 JOHN R. EWING & ASSOCIATES TOPOGRAPHIC INFORMATION PROVIDED BY DEVELOPER DATUM= K.C.A.S. 1n BW ONSITE BENCHMARK= IRON PIPE @ SOUTH WEST PROPERTY CORNER EL. = 23.53 OFFSITE BENCHMARK= (DATUM - NGVD) KING COUNTY BM POWER POLE GD 9.17A EL. = 23.39 20.60 RIDGELINE 16.8 CONC. RETAINING WALL - DOCK HIGI-I RAMP DOWN 24.00 TW 23.00 BW CB #3 TYPE 1 RIM = 16.60 I.E. = 14.24 746 LF 12N MP @ 1.0% :, CB #10 T`YPE-IC +" WITH SOLID L1}QQ 4\ LOCATE AS SHOWN RIM = 18.25 1 I.E. = 12.26 (N & I S) I.E. = 15.22 (E) CB #1 TYPE I RIM = 19.85 I.E. = 16.51 CB' #5 TYPE 1 18.30 19.60 18.70 ENCLOSURE BLDG. 'B' F. F. PR 20.6 - CONC. RETAINING WALL C: # 2 TYPE 1 RIM = 18.40 I.E. = 15.40 P. CB #II TYPE I RIM = 19.17 18 LF 12° CMP r$ I.E. = 15.17 1.0% 6" ADS DOWNSPOUT TIGHTLINE 4' z 2.0% (MIN.) (TYP.) BtDG. 'A' F.F. = 19.0 I" DEDUCT IRRIGATION METER 37'7 33' 11 /2" WATER METER & SERVICE D.S. ! 1 DETECTOR C !B�iECK VALVE PER CITY SIDS. SEE \ DETAIL SHT.) \ 18.8 19.8 ✓ .. 18.9• 90 LE 7J X47 ARCH. PS .w_� • ' -- -- CB #7 TYPE I RIM = 18.5 +1+ I.E. = 14.66 0 LOCATE DOWNSPOUTS PER tit \ rri 0 lc 22. 0 L • CA E DOWNSPOUTS PEER TECTUR L ROOF P ANS S OWNSPUUT TIGHTLINE (MIN. Y - 22.50; 23.00 8W ARCHITECTURAL ROOF PLANS PROVIDE 5 LF 4" PVC ` g DRAINPIPE THROUGH cot p. LANDSCAPE ISLAND L��- 2.0% 2.0°x. 25 T Fx• 24" CMP - =- ----- EX. 8• SS EX, 10" C.I.P. WATER MAIN EX. 24' CMP r.M�_..•r- EX. 15' CP 18.2 RID N 49°43 00" W 37 LF ^� `R" D.7.. SS 15` D:DICATEQ;R.O.W. LINE (EXISTING) 134th �d x`40° REQ'D 15' R.O.W. DEDICATION LINE 8 L : I " CMP @ !.O% aEX.PP_ -• FAC :c` Y WELDED TEE-`--� ,P.- I.E. ::1:4.61 l\_ • 30' DRIVEWAY eriel0ere se arm UIG 7 ELEC. VAULT ►11�r1/11]1tr 10' E.I.P. EX. FH ';X,_ _SS MU_ - - IE. = 2.92 (8 NW & SE) I.E.= 3.57 (6' NEBSW) EX. 18" CMP I.E. 11.73 INS \L LL 1-1C) x8" TAPPING TEE (FLT 1-8" GATE VALVE (FLxMJ) j CB #6 TYPE I LOCATE AS SHOWN - RIM = 17.60 I.E. = 13.79 EX. CB 1M =13.73 LE. = 11.68 (15" FR. S.W.) I.E. = 11.68 (15" TO N.W.) ADJUST RIM TO NEW PAVEMENT GRADE = (ADJUST AS REQUIRED) RIVEWAY 1 ATER MAIN to 180 LF 10" D.1 EX. 24" CP r \LE. = 13.03 I.E. = 13,30 EX. FH u 1 EX. GUARD POSTS Ei -PROVIDE ASPHALT BERM • TO DIE, r STORM RUNOFF TO CATCH BASIN 30' DRIVEWAY CB #8,_TYPE 11- 72" W /SOLID LOCKING LID FLOW RESTRICT7OR /OIL POLLUTION CONTROL DEVICE LOCATE AS SHOWN RIM =18.73 I.E. = 11.79 .OVERFLOW = 16.23 226 LF 71" x 41" ARCH PIPE @ 0.5% REMOVE CAP FROM EXIST. 10" TEE & CONNECT W/ NEW 10a G.I. W/ PEO'D. FITTINGS APPROX. LOCATION OF EXIST. EDGE OF PAVMErNT. SAWCETT- EXIST. PAVEMENT 1.0' (MIN.) BEHIND EXIST. EDGE. MATCH NEW PAVEMENT W/ EXIST._ PAVEMENT. TAR SEAL ALL THE EDGES PER APWA STDS. .(TYP. @ 3 DRIVEWAY ENTRANCES) = 14.78' 32 LF 8" 0.1. 15' R.O.W. TO BE DEDE • TED TO CITY OF TUKWILA EXIST. 15 LF 6" CONC. @ 2.0% (PLUGGED) TO BE UNPLUGGED & CONNECTED WI NEW 30 LE 6' CONC. @2.0% (MIN.) EX. SS MI-I ,__. I.E. , 4.56 (8" N.W. 8 S.E:.) LE. = 4.97 (6" N.E.) CORE DRILL INTO EXIST. MANHOLE AS REQUIRED) G' VNI l 10'. R.O.W. TO BE DEDICATED TO CITY OF TUKWILA I" DEDUCT IRRIGATION METER (TYP. 2 PLCS.) 11/2" WATER METER & SERVICE (TYP. 2 PLCS.) INSTALL= 2 - DETECTOR CHECK VALVE PER CITY SIDS. (SEE DETAIL -, SHT. 2 OF 3) INSTALL= 3 - 8° 90' BEND (MJ) CONC. BLOCKING NEW 7 LF 8° D.I. INSTALL= 1 - 8" TEE (MJ) CONC. BLOCKING INSTALL' 1 - 8" x 6" TEE (FLxMJ) I - GATE VALVE (FLxMJ) 32 Li 6" D.I. EXTENSION 1 -• FIRE HYDRANT ASSEMBLY PER CITY OF TUKWILA SIDS. CONC. BLOCKING INSTALL= 1 - 10" r 8" TEE (MJxFL) I - 8" GATE VALVE (FLxMJ) I - 10" CAP • CONC. BLOCKING MATCH EX. S' SEC.. OR REPLACE PER CITY' PAVEMENT PATCH STD. WHICH EVER IS MORE STRINGENT CRITERIA 1.5 x 'D' (MAX. PAY WIDTH) 4 a cnw ac � (V N co 4 m co 0) CO coo CO CO 01 _APPROX. LOC. EX. EDGE OF PVMT. 1 EXISTING STREET SECTION BACKF)LI. 3/8" MINUS CRUSHED ROCK (SEE SPECS.; WHERE REQUIRED AND 1 OR AS DIRECTED BY CITY z INITIAL _BACKFILL AND BEDDING PEA GRAVEL (APWA SEC 61-2.02) WHERE REQUIRED AND 1 OR AS DIRECTED BY CITY PIPE 0.D.- 0.0 : +24' (MAX. PAY WIDTH) NOTE_ ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSITY 1-13ENCH BACKFILL IN RIGHT-OF-WAY, NOTES: 1.f)4 26P -, FoI IT # r-54 6- N.T.S. 47. • • o 1) ALL DOWNSPOUTS & FOOTING DRAINS SHALL BE TIGHTL1NED TO STORM DRAINAGE SYSTEM. 2) ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. 3) OPEN cur ROAD FOR UTLITY TRENCHES SHALL BE PER DETAIL, THIS SHEET. CONTRACTOR SHALL RESTORE ANY DRIVEWAY CROSSING TO ITS ORIGINAL CONDITION OR BETTER. 4) SPRINKLER DESIGNER SHALL DETERMINE ACTUAL SIZE OF DOUBLE CHECK VALVE(S) AND NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED. 5) CONSTRUCT ROCKERY RETAINING WALL fo+tit, MAXIMUM OF 4.0' HIGH. WCZAL . telt4OEM PER' M EidP515 ss IV//// 20.50 LEND EXISTING STORM DRAINAGE PROPOSED ROCKERY PROPOSED CONTOURS EXISTING CONTOURS PROPOSED GRAVEL ASPHALT PAVING FLOW DIRECTION EXISTING SPOT ELEVATION EXISTING SANITARY SEWEP PROPOSED DETENTION PIPE EXISTING WATER PROPOSED SPOT ELEVATION %i err, ° <�, *� ° ;I %7' elPia 41) eitup Ca wnlm cb :64T6 CO co .2 rewaT al frie) DI, Ci to. e (74i w 1ml1, •�d a) N 161:1 0 0 is (206) 286-8416 ro tam 44 mews 1• 6!1 ev 0 CNI Is° RC 2 BIN C tO r CO 0) sr- VOA J PERMIT 111111111 .111i/11111III11II1I111I 111111111111111111111111 '11111'1'I'I' '''1'11111111111 111111111111111111111111111 !I1111111111111IIIII1111 0 16 Ills 11/(1. T 2 3 11 Mdf63 GERMANY 19 4 cJ Ey NOTT.: If the microfilmed document is less clear then this notice, it is cue to the Quality CT the cric'inel' document. 5z fie ez ze to GlZ (t 8I L 91 9l .7 Et zI ll 6 Q iii! 1!I111111!!!nil!II 11111! Ilil! 1111111f1111111 !11111111111111!11111I 1111111111111! 1111111IIIII11111111111L11I111111 I111IrI1111f1I1111 111111! III11j111I1111II111I11In11111=1 �S �......�� L.".'•,f 1111 !III 115185 STORM DRAINAGE - NOTES: 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. • 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' c EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES t41JST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) ,CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURfNG THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA- TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND CRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH .SIDES OF THE PIPE iN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14.2 OR ASTM C -76 -ii OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT•1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINGLINE).• BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BEIOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 11/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95% M °.IIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO AGENT SUITABLE FOR THAT PURPOSE. 11. IN ALL AREAS, OTHER THAN ROADS, OF SOD, ETC., THOSE AREAS SHALL PREVENTION OF ON -SITE EROSION. THE ASPHALT SURFACE WITH AS EPDXY BONDED PLACE 18 INCH, #/4 REBAR AT 8' -0" O.C. WHERE CONSTRUCTION REQUIRES THE REMOVAL BE HYDRO- SEEDED WITH RYE GRASS FOR THE 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10,00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALI. DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID- LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILI'T'Y TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE, SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. WATER NOTES: All water lines shall be constructed in accordance with the City of Tukwila Standard Specifications. Minimum cover for water mains shall he three feet. All water lines shall be cement- lined, ductile iron, Class 52. e6 n t4iY5 4 Ali fittings shall be cast iron or ductile, with flanged or mechanical joint connection, and be of the same thickness class as the pipe used. 5 All water line, service lines, and fire lines shall be tested in accordance with the City of Tukwila Standards. Fire hydrants shall be constructed per Standard Detail W -3. Wet tap to existing water main shat` be coordinated with City at least 48 hours prior to construction. All water meters and service lines shall be installed per City of Tukwila Standards and Specifications. 9. All pipe fittings and valves to be listed and labeled by U.L. for fire service; installed, tested and flushed as specified by NFPA Standards No. 13 and No. 24. Property completed contractor's material and test certificates are to be provided to 1Vashingtoi surveying and rating bureau and the City of Tukwila. SANITARY SEWER NOTES: • All sanitary sewer construction shall be in accordance with the Val Vue Sewer District's Standard Specifications and City of Tukwila. 2. All pipe used for construction of side sewer shall conform to PVC SDR -35 and the requirements of ASTM D -30 34 -73. 3. Minimum slope for 6" side sewer shall be 2.0 percent. 4. Minimum depth of cover for 6" side sewer shall he 18 ". 5. All connections shall be made with ring tite joints. 6. Contractor shall obtain required side sewer permit from the •' City of Tukwila prior to construction. 2' MIN. COMP. DEPTH CLASS 'B' ASPHALT CONC. PAVEMENT 4' MIN. COMP. DEPTH 5/8' MINUS CRUSHED ROCK GRAVEL BASE MAY BE REQUIRED BY SOILS ENGINEER DEPENDING ON SOILS CONDITIONS TYPICAL PAVING SECTION VARIABLE EXTRUDED CONCRETE CURB DETAIL N.T.S. 1_ .: L t41 IcaOgiNirr 4* u; 0 iC 4 03 co • 3' MIN. DOWNSPOUT BACKFILL WILL BE COMPACTED USING NATIVE SOIL OR SELECTED MATERIAL AS DIRECTED BY THE ENGINEER. • CONNECTION TO DRAIN TO BE MORTARED AND MADE FLUSH WITH INSIDE WALL JOINTS TO BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 4° PVC 14 2.0% OOTING DRAIN 6' PVC 18' CONC. (SEE YARD DRAIN DETAIL) 4' MIN. TYP. ALL. AROUND 6" MIN. OVER- FLOW LOCKING LID LADDER STEPS VARIES (SEE PLAN VIEW) TOP_OF_PAVEMENT t::// i. = CL OUT EA°' GATT: MAX. 4° CEMENT- CONCRETE 36 °0 MIN. STORM DRAIN LOCKING LID AIR VENT 2' DETENTION PIPE - VARIES MAX. (REFER TO PLAN SHEETS) 0.005 FT /FT DOWNSPOUT TiGHTLINE TO YARD DRAIN OR CATCH BASIN N.T.S. 1 FRAME & LADDER OR STEPS OFFSET, EE NOTE 4 FRAME & GRATE ELEVATION PER PLANS OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION EL. =16.23 RIM; 18.73 ROUND SOLID COVER MARKED - DRAIN WITS: LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER CHAIN -200= CAPACITY SLACK WHEN GATE IS DOWN FASTEN CHAIN TO FRAME 12 "0 C M P TYP. NOTES. 1. PIPE SIZES & SLOPES PER PLANS 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS A. CORROSION RESISTANT OR GALVANIZED OR ALUMINUM TYPE 2 B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDED OR STEPS OFFSET SOS A. CLEANOUT GATE IS VISIBLE FROM TOP 8. C.IMBDOWN SPACE IS CLEAR OF RISER 6 CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. STRUCTURE SHALL BE A TYPE 11 CATCH BASIN MINIMUM MIN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS PIPE SUPPORT CLEANOUT GATE' A. SHEAR GATE, IRON BODY BRONZE MTG. OLYMPIC FDY STD. OR, B. LIFT GATE, NO. CIC/I -LG, CASSCADE CULVERT INC., OR C. OTHFR (FVICE APPROVED BY ENGINEER 2' MIN. -2' MIN. NOTE: 36" w MiN. STORM DRAIN ALL STEEL PARTS MUST BE GALVANIZED R. ASPHALT COATED (TREATMENT *I OR BETTER). TYPICAL CLOSED DETENTION PIPE.. N.T.S. OUTLET ( 12 "CMP 0 PIPE CITY WATER HRUST BLOCKING INVERT EL.. 11.79 IleampoweVqo INVERT EL. = 11.79 GATE VAI_\. (MJxFL) cn:D SHACKLE RODS (COATED) TOV T r--- ~--- TO ` /ACNE OR NEXT PIPE i; BELL RESTRICTOR PLATE WIT; I ORIFICE AS SPECIFIED. NOT NEEDED IF ONLY FOR OH_ POLLUTION CONTROL ORIFICE= I112'0 10' DI NOTE+ @PIPE & FiT1ING SIZES SHALL VARY WITH INDIVIDUAL FLOW REQUIREMENTS & SHALL F3E DETERMINED BY THE FIRE DEPT. ADAPTOR (FLxMJ) C.B. #8 TYPE 72" NTS GATE VALVE (FLxMJ) OS & Y PIT LOCATION TO BE OUTSIDE OF UTILITY EASEMENT OR PRIVATE PROPERTY. 2' CLEARANCE SHALL BE PRO- VIDED FOR WORK ' SPACE AROUND ALL FITTINGS TO IN- SIDE OF VAULT. @COMPLETE VAULT SHALL HAVE A 48'x48' STEEL HATCH OR TWO 3'x3: STEEL HINGED DOORS (PIPE INC. E25, 76633, OR EQUAL) TOP OF PAVEMENT LADDER STEPS I2 °0 PIPE (TYP.) CATCH BASIN CD c‘l Cti O� 40 °I Cie) ( gct 040 GS> 0 � C`4 ' .( U) ca gr. CP a CID CO :'4 0 c1 T SUBMITTAL SET MARCH 1,198 9 2 LL w A'oC7AC,. UNDEM FE&' :tt: 6456 FLANGED DOUBLE ,CHECK VALVE D.S.H.S. APPROVED - AND STATE CROSS-CON- NECTION REGULATION 12' t7ff4. SECOND CHECK VALVE IS REQUIRED IF DETECTOR VAULT LIES WITHIN 1700' --- Ot= AN ALTERNATE WATER SOURCE (I.E. POND, RIVER, ETC.) ONE SHAL BE A PIV /> 7 t'/ CATE VALVE (FLxFL ) POST INDICATOR VALVE TEE (FLxFL) 6' PIPE UP W! AT LEAST TWO FD CONN. 3-4' ABO)IE GRADE PAIN ED SAFETY • FLANGED CHECK ECK VALVE 6' MIN., 3 -WAY, FIRE DEPT. `,- PUMPER CON- NECTION 27° ADAPTOR (FLxMJ) MIN. 314' SHACKLE RODS (COATED)- WATER TIGHT CEMENT GROUT I;•1. -577 LA PIT OR GREATER : PIPE INC. 4'- 8'x7x7 TO BUILDING 10' DI PLAN HTB PLAN VIEW 11111111 1111111 1G T/IS INt,.. SCALE I" = 2' CHECK ASSEMBLY AS REQUIRED BY CITY OF TUKWILA •. - ._... o yam. , ,. � :.. _ •' I ✓.�� _ , -• ..a Ar +.�;,.. �.. ..� � � ' 111111 .,I 111III1I111J111Il11I f 11 IIIl1(11i111IIIl11j1I 11111111111111111111 1111111 IIIIIIIIIIIIIIIIIIIII I111111IIIIIII1IIIIII 1111111!111111 llilllllllllllllllltllllll !11111 2_ NTS 4 ,_.__........ 5 .._._ .._� .... _.. 6 7 8 _ 9 ',ADEN GERMAN 1 12 f NOT':: If the microfilmed c'oc'Jnent is less clear than this y ~ notice, it is Cue to the ualit, of the oripin21 cocument. L4 1jc SZ tre £G 7Z ll �)G Ell 91 /.L 91 St hl £l ..., Zt LL OL 6 wQ I , 11 111 I l ( I' ( III I 1 1' I i{ ' I l I II I 11 I 111 I 11 11 I ! l I I ,1+ I I !I 1111!IilIIiII 1!I! !111 IIIIIIIIfIiI�! iiIi,IIl1 II , !III IiIi IlIIl,fllli1111!III� IIIIIII:IIIfi11111l;�11111. II1111111 1111111, II,f1 ,l, 1�I111111 1!Il,ll,i1111, Illi {II11!i1111II11lIII111111111 {111{{111111 "w+ III11111f11111111111 i1111111!11{{111ii11 " 5T 'ST iT ST 5 130T. >or" ,aaarow}¢ 4LnTNJj S .. "0.V MAX. WATER ///r- SURFACE EL.= TEMP. OUTLET CONTROL STRUCTURE • 1 s T i b s `' 141$T VICINITY MAP NOT TO SCALE / ?. ST 11 it TO BE 11 & ABANDONED i1 II li 1\ 11 0 .(.sz_ Ma x.i ii R.rr.i 8 S 144TH ST 1 :Y 4 11111111111111011171111MEMINIIIIIIIIIIIIIMWOMMINIIIII0•1111111111111\ 01001010010 TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN LEGEND MIENS •■•■■...* `.ID ...• —„r—. `zs c3-'D BAFFLE SILT FENCE EXIST. CONTOURS OVERI.AND SHEET FLOW TEMP, DITCH W /CHECK DAMS MIRAFI FILTER FENCE CONSTRUCTION ENTRANCE TEMPORARY OUTLET CONTROL STRUCTURE PER DETAIL-- TOP : 15.50 I.E. = 14.0 TEMPORARY SEDIMENTATION CONTROL POND TOP = 16.0 BOTTOM = 14.00 STATE HIGHWAY No. 559 N 45 °36'45" INSTALL TEMPORARY MIRAFI /ILTER FABRIC FENCE PER DETAIL. LEGAL DESCRIPTION: PARCEL 1: Parcel "A" of City of Tukwila Short Plat No. 80.13 -SS as recorded under Auditor's File No. 8009030472 records of King County, WA. PARCEL 2: Lot 1 of City of Tukwila under Auditor's File No. PARCEL 3: Lot 2 of City of Tukwila under Auditor's File No. Short Plat No. 81-39 -SS as recorded 8204280545 records of King County, WA. Short Plat No. 81 -39 -SS as recorded 820428545 records of King County, WA. PARCEL 4: Parcel "B" of City of Tukwila Boundary Line Adjustment No. 84- 35 -BLA as recorded under Auditor's Pile No. 8501240853 records of King County, WA. PARCEL 5: Lot 2 of City of Tukwila Short Plat No. 87 -4 -SS as re orded tinder Auditor's File No. 8804270766 records of King County WA. 377 16' \ CONSTRUCT INTERCEPTOR "V" DITCH W /ROCK CHECK DAM PER DETAIL Z 0 TEMP— Ongy g SON SEDIMENT,grION cot ITROL PLAN: 1. ALL LIMITS OF CLEA#INC AND AREAS OF VEGETATION PRESERVATION AS DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL. SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROI, IN THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY B NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE, NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. S. ANY DISTURBED AREA WIIICH.HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSIONS CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL. BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING KAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE DEPARTMEN1. 6. ALL EROSION /SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING SIX INCHES MUST HAVE A FENCE. WITH A MINIMUM HEIGHT OF THREE FEET. I rn m m . U) 2� 0 CONSTRUCTION SEOUENCE: I. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL TEMPORARY OUTLET CONTROL STRUCTURES AT END OF 12" CMP INLET. 3. CONSTRUCT TEMPORARY "V" DITCHES AS SHOWN; AND INSTALL FILTER FENCES AS REQUIRED. 4. PROCEED WITH GRADING AND UTILITY INSTALLATION ACTIVITIES. 5. HYDROSEED SLOPES AND OTHER EXPOSED AREAS OUTLINED IN "EROSION /SEDIMENTATION CONTROL NOTES." 6. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS. CLEAN AS REQUIRED. FILTER FABRIC STAPLES OR MATERIAL, MIRAFI \ WIRE RINGS 1TYP) 140, OR EOUAL '2x2xI4GAGE WELDED WIRE FABRIC OR EOUAL z 0 N tJ a Z Q L n. w z 0 (DX a w a w to >- w et c 0 seas w 1) n'ra 0 c .® liel0 0 Illm in 2 -15 � c �Oi' arm 0 1• to 614 to• cow c ,c o tic stts• ulna 0 n \ r II ti 0 4' N 49°43'00 W 1 /..--TOP OF BERM EL._ /1 SPILLWAY EL. 194.47 2) PROVIDE GRAVEL & WIRE MESH FILTER FOR EXIST. CB PER DETAIL 134th STREET SOUTH t 31 SWALE F DE/UNE 1 (V CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL, THIS SHT. ROCK CHECK DAM SWALE SLOPE 0-5% CHECK QAM SPACING 5 -10% > 10 % 150' 100' If GRAVEL , / DONE _..1 I.E. - • LF SEEPAGE COLLAR III = III= III�iii =(1I 0.5' MIN. L_KF_Y ROCK INTO SWALE 0.25 (MIN.) 50' 11 i1 11 u II U 11 II 1 I 1! 1 I I II –t� -- --- —__ �_ -14-- 11 1I 11 1I 11 11 U u 2' * 4' DOUGLAS FIR AT 4'0.C. ELEVATION -NEWLY GRADED OR DISTURBED SLOPE Ex 2 14 GAGE W.W.F. FILTER FABRIC -- MATERIAL 112' WASHED GRAVEL OR PEA GRAVEL PUBLIC RIGHT -OF -WAY .1T - f SWALE X- SECTION AT ROCK CHECK DAM 5Q' MIN. i0 8' r -- 11 co 1 CO CNI 0 • EC 'h, SUSMiTTAL EL u BURY BOTTOM OF FIL TER FABRIC MATERIAL ON 8' r TRENCH 2" x 4' DOUG - ' LAS FIR. OR `t EOUAI. T-.� 111 =j1�i 1 •':- -4 TYPICAL CROSS SECTION SILT FENCE D N.T.S. EXISTING DRIVEWAY( RAMP OR SITE ACCESS ROAD Zo 1 wpm *S4.G.S 1.0' PdIN. -� TEMPORARY OUTLET STRUCTURE DETAIL NOT TO SCALE TEMPORARY "V" DITCH N . T. 5 . _FLOW �� ° &,D j 1KEY ROCK iNro SWALE MIN. 0.25 r 5' SUMP BEHIND ROCK 0-ECK DAM SHALL, BE INSPECTED DAILY; AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS I/2 OF ITS DEPTH . /A\ A.,/, // EXIST. :TRH SUN • o8 vv O 6 40 O " 41 004 O 00 OcP }4 0 t\ttr(0' U NOTE : ROCK SHALL i3E 4" MINUS QUARRY ROCK. ROCK DAM X- SECTION ROCK CHECK DAM DETAILS N. T. S USE 2" TO 4" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL -IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAN TEMPORARY CONSTRUCTIO ENTRANCE rl.1.s. A 1 0 lyi 1 1 11 j 11111111111111 f lI .:. - •� y , : ( .:.,., , ii ►l 1l l l 1l 1l 1l II ►I jI 1I 1I 1I 1I 1I 1I 1I 1i 1l ►l 1l 1l 1 I I IIjI lI { Il f I�j i �I l I1i 11 I I 1(11�! 1I1I1I �I 1 1i1I�I1Ili �t � iljlllllll I I1l ILL I ICI I1 {l I1ir i11l111. ! I111 111 1( I i111 2 /0E., GFPMpHY 12 % 5 6 I NOT _: If the microfilmed documsnt is less clear than tnis , L notice, it is cu€ to the duality er the orlrina"I cccurnent. 52 4/E £Z ZZ lC UG bl el LA. 91 St hl £l Zl 11 ... ..., ,, I _...:. _ ;:. :�. ....._ ._.: Q� l L Iu 1 ch ; E I 1 1 ww U 11111111 1111111111111 111111111111111II I 11111,1Pl ll` 11111 1111 I 1111! 11i I IIIIIIIIIIIIIIIlIliI iilliii1ij ill! 111111; 1111IIin1llliil111111111111111111llll11t ilili; 11111111111;111111111111 MI l i ii1111iliinlli i 'hiI 111111,11 lliill,'I l 1 0E` be. EtC LL 9r, I I ►I11it1 111IlIlll ,ilf1111111�111;IhIll1!!II =ilk -vf t/ce, S00 ci . p•i/4'. Lynn William Horn & Associates Landscape Architecture • Site Planning 10828 Gravelly Lake Dr. S.W., Suite 103 P.O. Box 98967 • Tacoma, Washington 98498 -0967 • (206) 582 - 6984 x W SEISM RoG K wAL ° SO6 - PROPOSED GRAVEL SURFACED EQUIPMENT STORAGE f WAU,,> -'6g 01V01 AkJ*. #� THE ►'AMERICAN = SOCIETY OF LANDSCAPE ARCHITECTS :•• FOUNDED 4 :. 1899 LAtA)14-pie r 7 J t— z W 2 w L.LJ • U z lLi LU 0 z 0 z_ tY 0 • ate • • R•O' 5• R.O.W. _QEDI :LINE .W. LINE EXISTING 602 Lta - Landscape Planting Plan SCAI 1:: 1 " - -3O' o" L:ipf RTY LItJF_ ��11 \' `S;iR E7 FRLINE 134th STREET 6/07"iaki PI)A# 8-- n47-- 01-- 0.3 - -0OO 11111111111111 111111111p! I II I e'uSl e' > f7P,,411J L'ef if-' :cat. 1-064kirli,ie, rgio C rd .fi 'or7 °,' -TtP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I V I 1 1 1 1 1 1 1 1 i � l l l l /.� I I I I .I I I I ' I - I I I I I I I I I.1..11111 1 111 1111111111 1 I II.I:i 11111 III 111 1 111 I I I I I I I I I I 1 11111 I I I I I I I I I .i111111.1111111 - -11111111111- {.I .11111111: 2 3 F 5 h 7 8 �.- J.�..._...... _. — _ 9 1 : ^ / 11 M60FP"rrP ”A" 12 N3TE: If the microfilmed c'ocurnen1 is less clear thin this notice, it is c;ue to 'the cuality of the cririnel c'ccur,ent. Etc.' .., l SZ EZ •, ZL Sm ( ) t St ,..�. Lt .. �..�9i:.t '��Yti• 47 t 1 L 11111111i (ll1lll1l I ill 1111I 1111 ll l 111111 I I III 1I 11I 11111 111111111111111111 ►I 11111111111 1111 1111,. 11, 1111111111 111j 111i111hI 1 I I I I I I 1 1 1 1 or) LAWg4-T -'P • STATE OF WASHINGTON REGISTERED NDSC 'EAR SCT LYNN WILLIAM HORN CERTIFICATE NO. 419 --- ---'--- 1>•"r' l ifie c 1 L7 • L(-r ti.! ; i.aC,r •T 71) 1 •147P1,04 I'r9i 1,,i ✓rF'! \-22f.."!\ otJ1...`' I \---------______ 5 (20 - "`rrJcA& /1`I Aid- Loc cTicvNIG. CM OF TUKV1LA APPROVED :91.8 6. BUIL • Mt, i, ON THESE PLANS AND SPECIFICATIONS ARE COPY - RIaHT MATERIAL ANC) ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE. WA. ANY INFRINGEMENT OF COPY - RIGHT OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LIABLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DRAWN CHECKED APPROVED 1-,witiord , %4+ -9,4 DATE PERMIT SUBMITTAL SET M ARCH .,.., >sa �rJ+ s� ."7d.+;v4�::�..;- .,71.'- ,_o-.r.. r,.,• _....>,- �it-.:=: �4>'.:: rY .;ir.= 9,:T�;dfXS�srK�>;e. -,.-. �.�.. -,.. 4H,1„4.„ I.P. til✓ t‹, 1T 1342e4.1.0 r'0.64-flt -140 &RAPl.. &RoJ 4Ocov02 11.0A-r vakfzio- 6m Hive., To >k 6," faeP i 1' ND 6440.4 ,..IMM. —. •..st's t�v f------>`... S.--, _. ►.— ... I • __ - -- 1 L\ 2 LI cV,J I 0,44-1 P.a 1L-rur Ne411 _for 14410 0,00, to � tfrigemi --- Herr T�iW viuri l�'. *urns S° 10. 'Tf*-pC� (- at,r..�. ' +>' ir- Wcrorit-lo awe.. RemoV Pa/ refrl ta.114.44 �T 4,- or' 611-110. I eAr1Pr 4OIt- 11 41 b” E J gorroti dr. ri-'4T Prr 179r211.' /3AC't`II.I-- G44 6 or 1-HN•+t7 rl i l 1 C 7 - for*0Ir_ 1"r2ei rleAl -4 iii' SK& D -?(Il r4 p1 -(fir P (29.41OUot* � O �� � w J v I leak4, U v ... u t e1)1 K 1 r l ;�! ! {-' i rl �i � 6-' � it tx �2► �Uc�I�I' VV :.J ' '�1:,'1Cs�'�N fG� 1 141 I�x•(�.G' -�,' i�r�l�T�'yl � I~'i v I I•'�r —•�• ! i ' l••� �'' � � �' 1 11 44\ r j --i-I t 111 „• r rv-,4-.::i.,e r-�. I ,7: r'F c) I`4':J LU . I TA-t -1 L , t.i&,-,,,),..:„1-.-ru vo cr,--44,---)6-_, 0 1 c-...f.,,s.,. I A\ /1\. 1---I✓ • i -I•�' 1 r-; 0C I I• I �,./%1 ,1 '�_. ,.. tf, -�A.. cL).1:/i,1.2=1&.--4,,,,,I.1c2:1 11,6,F.fsi I 11 i UJjX 4.:,2s.,v1 !/ e) arnsoNamWmasr . ■ ii -1-;A<>/: 140 1. :ill; j f G II 11 II 11 11 It II 11 11 11 r r.- 1 • .r '" r �, ri 1 Lynn William Horn & Associates Liiiid.cape l • Site P 10828 Gravelly Lake Dr. S.W., Sulu 103 P.O. Box 98967 • Tavazna, Washington 98498.0967 • (206) 582 -6984 STATE OF WASHINGTON REG RE LYNN WILLIAM HORN CERTIFICATE NO 419 1. Contractor shall obtain all permits and pay any fees as required for any work associated with the work shown and any irrigation work. Verify locations of all utilities prior to any work. Adjust work as required, upon approval of the LA sand /or other consultants. Verify location of all easements prior to any work. Bring all adverse Conditions to LA's attention, prior to corrections. Contractors shall co'nf'orm and comply with all regulations as required by the governmental agencies, which this project occurs within. Abre`Jic'atjon`.3 for interpretation of plan: ' :'. c =7111 tenter, F3? Et=ba11.ed Ft bl.tt'1tipped, cont. =container, ht. =h. =i.gth, spr•d. •- sprt::<ad, cal =caliper, N. •r. S. =rc't• to scale ritiri. `n,i.niriiurn, LA= L:andscapea Archi.t.e.ct.. 4. All groundcover shall be planted using g tria.ngle spacing as shown t:.e 1 ow: { O 11,114.1 ()A4 1 - -I-T1 •'J Ian To II 1t I! 1• %D1 � L`. ) --Equal spacing 5. P1rtnt, as per details provided Adjustments will be by the LA only. Bring any proposed changes i t-o LA's attention prier to changes. Areas, of standing water shall be brought to the LA's attention. 6. Retot•ill the existing soil to a depth of 6" prior to any topsail placentetlt, in all groundcover planting beds and ,, : R�ek:r_ 'ofi 01:1 rocks 2" and larger. Place 4" depth .7.,f 3-way mix topsoil +='r approved equal in these new groun'- r' :'ver bt?'JS and lawn areas. a+''rne beet=, may require more than the ritiniraum 4" depth of topsoil, adjust as re.quire':. Three '.Vary mix • oi l is approximately 71)% sandy loam soil, 20% peat moss, and 10% Composted manure, with a. 14-14-14 fertilizer mixed in at the 1','-ate of 2 1b;. per 10 cubic yards. This top 3oi. ] mix shall be the only soi 1 in the p.lant holes of all p].:11its No existing soil on site ,_,hall be used i.n the p.1.allt•illCj c:'f a.ny r13rW f.,lc,ntt_- ''c'c.tI'ce 'of tilt, t., p=�oi1. shall b. alppr'-'ved by the LA prior to d1 ivery. •. ;t•r it:' ct]. 1. existing weeds/grasses prior to any topsoil placement. Remove all debris from site. P.carit beds shall be t•o the Satisfaction of the LA prior to planting, and sha].1. Only occur after approval of such The berr. 3 against the buildings will be constructed by the general .er The landscape contractor shell place 4" of topsoil J on the sub']t`ade berms send c orttF'ac t- the soils t•o 3VOi'J s1 ippGt' ��. 7 P1.=it pi.tri '.�hl %st11. be_ twice the size of the 1' o':.`'tballs,ht. and width- Plant as ,h''wn in details. Scarify in'" Of Soil under the plant- pits. Contractor shall tesr, the pits for draina'js, c,t-ly prrb1efS eflCOUnt -ere'J they 5ha11 be br+'ugh' pt'orilenla, 1.f t' the LA's at.te•nt•i'7f for correction, pri'_ar t.'? t•ht C'?Y ;t.l'a.C.t�,'1, ta:ek:ifl' c'3.tny C1•ir�nS Pr'oposeLl d ean a. e 'i'].uti'oi•is 5hlall be atppt' ved by the L'A. N'o p1 * lts wi 1 ] be al lowed to by planted '-luring times of pro 1 onged f r i ztrj, And during tirili� 5 wlli.ch 'the t' p5'ol l is in a wet or muddy condition. Plant only 'Jurin+g.tirites of locally accepted practice. Stake trees ats shown' in the :detail's. R. Fertilize all trees and shrubs a 1 gallon groundcovers with slow release formula fertili er tablets, 20-='1O-S, as per manufacturers r.ec'c'nin1endat•ionS. Ayr 1.fornt 't?ra.sd tablets or approved equal. 9. All ru,u1Lt} in plant beds shall be a ap'r'o::irtlately 1 /2" below all adjoining hard surfaces, reads edges, top of curbs. etc .. . Mulch shall occur only in plant bt=ds in which trees, shrubs and yt oun'Jcover p1 -nt:S only occur. Mulch shall be 2" depth Of ' Nut-rt'.mr.ilch as rrtatnufac tuft' d by Northwest:. cascade, Inc. 048-2371, iri Puyallup. 10 Apply Vitamin F--1 roc t stirllt_'1 ter to plants, prior to p1.c n +•i.ng '�;f any plants. Apply Yintidt ?sicant, tom' plants at the nursery, P1'i'ar to 1 1 . ' ,'1 ?rg y !t:;.',f , sl p lants shall be as Per the plan and will be field adjust->`,+J by the landscape contractor, with apprc'v•- a l of the L A ,o t ;sit e 12. The Correction of all drainage problems in 01 plant beds and all lawn areas are.,part of this ccin4.ratt t. Ls.odseape cont•racter shall be re_spOnsiblk for estzbl i. � ring appropriate grades :to assure that all water Shall hot collect in :any plaknt• pits or plant. beds. 1 . Any r-;ubstit,.itien, , deleatiO-ts, etc... shall be apprOved only by LA. 14. C ;nt sac for shtatl l 'pi,ovide the ' *'finer with c-t one year guarantee on l l plant. materials, alrtd work:riianshiF). Guar•ar't•ee 'Shall begin upon final ~icc," {:'tancr, by LA. Maint•ain all plantings and lawn Until final acceptance by the LA, 16. Vandalism C'- r1'ecti'ans is t::t• the reaponsi.bli t.y Of the Cont.racter. if: CC'ntra.ctor small provide the LA with 72 hour notices on the 1:0) low1nq inSpe et.tC'lls: 1. rrecOnstruct-ion meeting, after cnntract signed: 2. InSpect•ion of fine finished grades, pried' to planting. 3 Plant-Materials irlsp'ect:ien. 4. Final iltpt rt-ion. These insperti'Sns are required, It.`,is the contractors responsibility 1.t call the LA and schedule a3 time. e 17, 00 not prune any existing , ve +getatien or new lr'7•ndsta e r11=1tearia�lS Without the' direction of the LA. 18. see ul1. grading, 'engine_ ring, Arch. site., .an'J.: utility plans. 19. Ail 'f inished grades shall be as, per the tjBC Code, and locally a,cc+ pted ' c.:,'je?s for the: diSt anc. below bui ldina ,Cidill� w. ALL . •o1; 6-F/"1-1 I t;,I ; THESE PLANS AND SPECIFICATILINS ARE COPY- RIGHT MATERIAL ANO ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE. WA. ANY INFRINGEMENT OF COPY - RRGI•ft OA UNAUTI4ORIZEO USE OF THESE PLANS RENDERS THE USER LIABLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DATE 1 " ' l l A A W • CITY OF'1u,wI,LA APPROVED 'JUN 4 19 ' 40t, 0 '0x0,/; ru iIc la..0 ' t4,\. III? II111111111111111111111111.11111111 111 II IIIIIIIIIIIIIJIIIIIII!I IIIlIJIIiiI�liliIjII I l iII•IJ Ill IiIiIIIIIIIIIIIIIIlllll' ( IIIIIIIIIIIIIIIIIIiIiIlI1IilIl1' 7 8 9 1 n 11 12 MADE "t G("HANY NOT'. If the micrcfllmed eocument is less clear than this rlctic , i t i s Cue 'to the quality cr- the oricinel clocun'ent. cz .�zz LG oz 61 - 8t LI 9I SI 471 £I 'el 11 pl, '6 L c , "� , '.I' .,I ' 1, ,► I' I .I! ' I I I 1� 11 I l I Illiil llllln 11; illillii111,I11�ni11111l 111111111 IIII 1111 11,1111': 111111111 1111111)1 111111111 1,11lll II111111I IIIIIIII. 111111111 11111.111 II11111111111111111 . l lTi �--' r /J1!;Mt' j,,, . � Jd . s : ji„ .n - ,� %...? ii:y... � r g^',: ,gin' �, ,. ='•mod h. °Y" d� 1 '1 ':'ry ..- .. y -,: 747 � t3, •fc;. x. fN' S.. 5 ,•,tr '".G..i e -??�f l:'i * >s- ?I,2 t ti:•' f �•:'� t "rte: �'•` % 7.r r� 7r'= Y���.'�' - <; `.:. ( .1•<�. .nr'7'.-, -' �a ....� . �; 2 ?�,ll�rr /.rs..:i.,.r- J ✓r.i'X:.Y ...r- .�.�'f.. ..+.. ., �tlf.lL•��la'a'��. .. 'I.Lt_x_ - ::?�rir .:•1;. �.r ., ..t..d ,_.. ..,.:,. .... ,s.,i�.Y. �':r_. 3.:71. .. .. "�. r..s i''.�.:..; r, c: ljl, LZ 9e Gz lll101II III ►1111 I III 414 116 I tl E: z l "• w 1111111111M, iilllil111111 cc 2 c i-t 2 f Lynn William Horn. Sz. Associates Landscape Archit Lure • Site Planate?, 10828 Gravelly Lake Dr. S.W., Suite 103 P.O. Box 98967 • Tacoma, Washington 98498.0961 • ;206)582-6984 Atot11.ICAN 60(71`T.TY op ifilvT :(th' ARChITECES FOUNDED ff Pf t..0"/'.4 OF WASr►t; RFCiSTERri) ,PE AR A* LYNN Wit ..4tivl 14OR1 1 PROPOSED GRAVEL SURFACED EQUIPMENT STORAGE THESE PLANS AND SPECIFICATIONS ARE COPY - RIGHT MATERIAL. AND ARE THE SOLE PROPERTY OF PACIFIC DESIGN ASSOCIATES. SEATTLE, WA. ANY INFRINGEMENT. C. F COPY- RIGHT OR UNAUTHORIZED USE OF THESE PLANS FENDERS THE USER LtAelLE TO PROSECUTION UNDER THE COPYRIGHT LAWS OF THE UNITED STATES. DRAWN CHECKED APPROVED —. DATE 6129/88 �r $/4/ -1 -$o) l n A z' '3/•4" 3/N" moo worm 3 /v" -aa- BUILDING A BUILDING B 'tn_JUDI U1Ci' A° .MA ' rr Mfg Gca�. n1 1 1 i L- o‘_ cc F_ r2. A fh,}' J- -r14 a® p4, h STREET CENTERLINE ! 4 U;i_ E... i" GI:Cv£ MAN1UI4 - WAi FIK 1.- -1Y218 ! (" — L 7'6I1-DI►JG IIGj W ' HET l ,E,r, CN 4 i'•G1(t '-'''''>1. l t, .. ut! ! // ,' KFf. Nil MO M-% I A/C. ` ►= % C- E• E ur4 q1+4,1 ,641,. 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ALL- (-.)11'4C1 tv(Ar.t-E)< (31 p , F:;%tz pcp. , ot;r: c/A.L.Ve rAt f.."(267. ALL, 00-1INC-3.- \scl!IVE: VArtiiNi \,/ito.,1)-1F.. m4, I • ti>4.1-A f,41t4iN \UM' Or ONE eri*E *Tr_1„..a>41 .C.0OLry,./1F.E. t4 -r ccuirl •-r):1!.-.) Atzr:=, 5,1k.,k.c.cLitoL,. Dos.. (Awl (.0*41-kiNi LE'\"*-1-0`,E si'EL:6(m 119. Lti CIA117-Cr.::r. IC) 5xACT" &ALI riz,,e,„i CF COAFIC) . H F-6.C.Y4 'e; ti)Hgrec), 160(f 6V•-1( 1;% tv\c'xi.rr't) ot4 , N,„Tts „c+,z, KANwiNt,..Dr2N,,4 11"01811M IffieVENNEWEESO THS INC*, OE: LF, iiiIII■p11111,11111111111111111111111111 111111111111111111111 FIT I 1111111111TITT77 . . . . . 1111 I IIIIIIIII11111111 11111111111111111111111111111111111111111111111111111111111111 5 6 7 8 9 10 11 MANIN6CPMANY 12 NIOTT:;:lf-the micrefilrned,c'ocument is less. clear then this notice, it is c'ue to the quality of:the' original eccurnent. 9e 92 1/2 CZ : 22 0 e 61. et Z.L 91 M CL Zi LI L 11111111 IIIIIIII I III I II Il Ill, I ( I I I I I WWI IIII Wit II I 111 k.:131.VsyaelA 9 .9 ,...45 . -,!::,.,../..;:,,,4.,ri;„,:-.74.,..,,,,,"K. il,,, , 4 4,g'.it,..;;TV.,-7VY,4,-!.."' e$,..:,•,:-I?e-,-.-..,,fs,,,v-i.":77:,;;',,..;:.4,..y.,--,,'.4,,,,,,..--- ,- IIIIIiIIIIIIIIIIIIIIII1,114IIIIIIIIILIIIIIJIIILAIIITLIoni,j1111III11-1L,z.,164.. 4 1 I ..v...,,,,,t,.:;-,,z..,,,„:,...., ‘017e, in . . .. . . . ... 1 14 i 14, . ... - - 1" .. ... 1" I, Ilt . .._ I" . ,vA,t-\•/E. 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ALL, 00-1INC-3.- \scl!IVE: VArtiiNi \,/ito.,1)-1F.. m4, I • ti>4.1-A f,41t4iN \UM' Or ONE eri*E *Tr_1„..a>41 .C.0OLry,./1F.E. t4 -r ccuirl •-r):1!.-.) Atzr:=, 5,1k.,k.c.cLitoL,. Dos.. (Awl (.0*41-kiNi LE'\"*-1-0`,E si'EL:6(m 119. Lti CIA117-Cr.::r. IC) 5xACT" &ALI riz,,e,„i CF COAFIC) . 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PROVIDE FIRE HYDRANT IN THE VICINITY OF BUILDING C AS REQUIRED BY ThKW LA FIRE DEPARTMENT. 2. ALL PARKING STALLS SHALL HAVE 21-0" OVERHANG. LANDSCAPING AREA (TYPI X• ea 1111 -- ��c ---__ e■ PROPERTY LINE 377.16 N 45 39'45" W x -- ---�•e • e 1, • Mx Lt 'ttri °I3sctopItt �t ., 14%S0CAVATE D t"1tL'C 1tot01 t•ra: 20 X 20 CANOPY OVER CHECK IN r7 8'--0" CHAIN LINK FENCE iE SLATS SEPARATE PERMIT REQUIRED BY CITY OE TUKW ILA N 49 43'00" w •• e" PRO TY LINE 194.47' rr rw OWWWWWWWWWWWWWWWINS • • LANDSCAPING AREA (Tt'P.) GRAVEL SURFACED EQUIPMENT STORAGE RAMP DOWN 3 — 10' TRUCK DOOR 15' I8' 7'!, 12' 1 14' 8 ©'9' -0 "•= 72'= z w w EDGE OP ASPHALT PRANG LANDSCAPING AREA (TIP. BUILDING A CONC. PAD 0 MAN DOORS 2 10' TRUCK 000RS ▪ PARAPET REQ'D • N.W. WALL BUILDING C Cp) 25' BUILDING SETBACK LINE 15' STREET LANDSCAPING LINE X25 UILDI G SETBACK LINE '15' STREET (LANDSCAPING LINE A a wr f2e2 TY LIN. 194,47 LANDSCAPING ALFA (TYP.) F 15' DEDICATED R.O.W. LINE (EXISTING) REQ'D 15' R.O. LANDSCAPING PROPIERTY DEDICATION LINE AREA (Yw.) LINE 414.16' 207.65' c1• WROWWWWW1wWwwwWWWWWW wII .. ._... •" N 49 43'00" W 17'00° E 17—O" ,,3o' -0" DRIVEWAY ' 118' -O" 30' -0" DRIVEWAY 114' -0" 46.63' SITE PLAN CITY Ut TUi Wit � ':APPROVED JUN1 19: 1-EC! BU DO DI ISIOM A.. 4 .U+ d .•a'rt 1 1 1•11I11111111111I11111 11 11 111111111 161111. 1Ncr. 1 2 ■I1 I11I I 111(II11II1i1I 11I11I1i '11((1...1 I 1111;11 11 1111 i...,LIIILIfII.. iI,I1LLIIII {. NOT if the microfilmed document is less clear than this neticc, it is Cue to the quality "`'of: the aric'inel c'ocurvent. t/ ez zz Le oa el III IIIIIIIIII1i 11101l11111Ii111I1111111111 11111111111 �,{i� %' �.1,1x � i �iz3�',�`i r gr•�i3 t�� ri�,� ?(� j.IfJ..Y#�slf'XJ�'Nr1JA .'i+✓L.^�il T�.4 Ge�'t4'r.✓!t #�`srtr ' 11111911IIIj111111111111111111111111111111111I11111111 GL 91 91 hl ei 21 it liI 6 (VIII((! II) Ili1 11I11111111I1111111 11111I11111111111111111111111111 9 111 1111111111111111. 111( ill,. 1111 1111n11111i1111 1111111111111111111111 ,7/Yry"'�.. i2 M IW t16/0.4b C,t.l l E Gr-+1L. f 12% CsA NaPee (rw►.T TO TIGMf ►4 (z.4gee ) -- evol t.4L a<# tuFz LAC' S -wAr 11I)' (f:-L is f' SOIL Mtk, �- RE E STAKING DETAIL iL (HSHRUB F L ANTING 2.10.01 NO SCALE NO SCALE HANDICAPPED RESTRCXM NOTES 1. Drew!ngs ebpve illustrate clearance dimensions, mounting 'heights, and accessory placement. Verify layout on floor pI 2. Dimensions, notes and equipment typical for all toilet rooms unless noted otherwise. 3. See room finish schedule' for toilet room finishes. 4. Provide an . unobstructed floor space of not less than 44" x 48" on the inside of doors. 5.. Provide an unobstructed floor space Of 'sufficient size to inscribe a :c'rcle with a diameter not less them 60 " with the door not encroaching more than 12' into the space. 6, Finors end walls of all restrooms to be hard, smooth, non - absorbent surface sheet vinyl with 6" base molding and walls to have herd, smooth non - absorbent surfaces to e minimum height df 4' per code. CITY OF l UKvi iii/ APPROVED 1 r. c. 78 1988 S' ILDI G DIVISION 4 hi (9 nnr:, ANt .0 ft t I (.n :o: Jr, •, A44( (_,t .,v I I( .r,I n,1n 1ltHAt nrJl ) Al 41 'Igt ti(It1 [•cat)PEiarv(if ['n( :Ir If r )t c-,I(drV Ar,`,I it .In t IL(' vva. AN.' .A)i t snit .I 1l N t ( If t .t 11 .•altz.;$ (1 (,)[ 4 (rtvn(, n q 1tal /.F, U 1 I - I (:f r 4t 51 ['t. AN; 'II Nin fa'; 1.It 1 154E it I �ntit1 rt ;(.1 il)St-t:I1 T fOry n'✓' ✓! , I )r 11 If IirVIrF()5;rr1r(.tS LANDSCAPE NOTES GYG:.ONE FF:N( @ REAR 7-7;"\ TRASH ENCLOSURE . -0.. 1 3/16"z 2.12.0 1. uponfapprovalofthe Architec. tandotherrrequiredeonsultants. as rillired, Y the c l utilities prior to work. Bring all adverse to corrections. Landscape be J g y gravel filter, catch basin, etc... locations. 2. All groundcoer shall be planted using triangle spacing as shown below: N. T. S. p provided" Adjustmentswillcbegbystherrarphlte Equal 3. Plant as er details by itect only. 4. Place 2" depth of medium grind ham/fir bark in all plant beds. Sawdust and Growco' products not accepted. 5. Rototill the existin g soil to a depth of 6" prior to any topsoil placement, in all'groundcover planting beds. Rake off all rocks 2" diameter and larger. Place 4" depth of 5 -way mix topsoil or approved equal in these new groundcover beds area Some beds may require more than the minimum 4" depth of topsoil, adjust aas re depth o quired. Rbtotill topsoil into the 6" depth of existing soil, thus 10 p f loose planting medium. The topsoil mix shall be the only soil in the plant holes of all plants, no existing soil on site shall be used in the P. lanting at any new plants. Strip all existing weeds /grasses /sod'e prior to any p y op'soil placement, in area of 'planting as shown on the plan. Removal ell debris °from site 6. Plant pits shall be twice the size of. the rootballs, height and width. Plant as shown in details: Scarify the 12" 'Of soil under the plant pits. No plants will be allowed to be planted during times of prolonged freezing, and during times which the topsoil in a wet or muddy condition. Plant only during times of locally accepted practice. 7. Fertilize all trees and shrubs and 1 gallon groundcovers with slow release formula fertilizer tablets. 20 -10 -5, as per manufacturers recommendations. Use granular osmocote 14- 14 714 fertilizer for all other size groundcovers, an per manufacturers recommendations. 8. The correction of all drainage problems in plant beds are part of this contract. Landscape contractor shall be resporisible for establishing appropriate grades to asure that all water shall drain away from the building and that'no water shall collect An any plant pits or plant beds. 9. Any substitutions, deletions, etc... shall be approved only by architect. 10. Contractor shall provide the owner with a one year guarantee on all plant materials, and 90 days on lawns. Guarantee shall begin upon final acceptance by architect. 11. Maintain 'project until final acceptance by the architect. This includes all mowings, edging, pruning and watering. -�-- -- ( �I 1'4U pE, 8 ,Mirror minimum 2' - 6" high, minima 3' - 4" above finished floor. 9. Grab` bar. 1 1/4" .. 1 `•1/2" mounted, 1 1/2" from well Bars Shell be, cepe,blc of supporting 300 pounds live load without permanent deflection.. - 10. Lavatory im height ---- --.._ ti il. Lavatory to have lever hehdle Ideated no more then 17" from edge of levato'ry. 12. , Provide .paper towel dispenser 3' - 4" maximum above finished floor. " 3. Toilet ;room fan to be integrelly switched With toilet i !Noonom light . 7I4. Hut water tanks to have tern ?erature and pressure relief yalvei. 15. Concrete or 0AU walls in toilet room shall out with '5/8" type 'x' gypsum board and finished adjacent wails (when applicable). 17. Provide 22" x 30" acccss,panel hot voter tanks if nut `ocess!l ;Io from be • furred similar to le. Toilet room doors to be undercut 1" and ventilated per code. Toilet room walls to be W.R. Gyp. Ord. 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