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Permit 4682 - Contel Executone - Tenant Improvement
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address 421 Tukwila Py Building Use Warehous- /Office Property Owner David A. Sabey Address 201 Elliott Avenue West Contractor Address T.I. BUILDING PERMIT PERMIT # 1;4 g,2 Control # 87 -084 (512) Suite # Tenant Contel Executone Assessors Account # 022300- 0030 -05 Phone # 281 -8706 Seattle WA Zip 98119 Phone # 281 -8252 Berkle Structures 201 Eilliott Avenue West FOR BUILDING PERMIT ONLY S q • Ft. lst T. Office Storage/ use W areho Retai l Other Om Load 9058 3103 1934 B -2 139 2nd F1. 3rd F1. Total Fire Protection: Sprinklers 0 Detectors Zoning C -M Type of Construction Special Conditions sq. ft. @ 1st F1. sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 200,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #_ $ 990n0 Receipt #6169 $ 644 -00 Receipt # $ Receipt # $ Receipt # $ 1.5f1 $ 1,635.50 FOR SIGN PERMIT ONLY Permanent El Temporary Single Face [I Double Face fJ Wall Mounted [(Free Standing [[Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS P1RMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIF��11lTHAT I HAVE READ AND EXAMINED TI IS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIY TT PE OF WORK W,itj BE COMP IED WJ WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR A CEL THE PRt VJSIONS /OF OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, l/ C/( Date 2-025-:8 LIC ' SED CONTRACTORS DECLARATION the 8 iness and Professions Code, and my license is in full force and effect. Date 3 --c;% 2:747 OWNER- BUILbER ,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 intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date Signed I hereby affirm that 1 am 1 d under pip Contractor (signature))( �....._ ; _.. BUILDING PERMIT PERMIT # Control # 87 -084 (512) Suite # Tenant Contel Executone FOR BUILDING PERMIT ONLY Assessors Account # 022300 - 0030 -05 Seattle Seattle Aporovad fnr Lrzerranra S Ft. Sq. • Office Storage/ warehouse ' Retail Other iOcc. Load 1st F1. 9058 3103 1934 B -2 139 2nd Fl., 3rd F1. Total Fire Protection: an Sprinklers ❑ Detectors •�7oning C.- ��..,4" Type of�Consi;ruction � Phone # 281 -8706 WA Zip 98119 Phone # 281 -8252 Zip 98119 Fees sq. ft. @ 1st F1 • $ sq. ft. @ 2nd F1. $ sq. ft. @` other $° sq. ft. @ other $ Total Valuation of Construction $ 200,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt # $ Receipt #A169 $ Receipt # $ Receipt # $ Receipt # $ Receipt # $ 990..10 A44 no 1_50 :TOTAL Special Conditions FOR SIGN PERMIT ONLY ❑ Permanent ['Temporary [] Single Face ❑ Double Face [] Wall Mounted 0 Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign 1HIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTI GOVERNING TH1 VIOLATE OR 5 ignedK Y THAT 1 HAVE READ AND EXAMINED TiYPE OF WORK W BE COMPLIED W ArCEL THE OV1 SIGNS/ OF I hereby affirm that I am 1i ed under pr /l Contractor (signature) T IS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES WHETHE$ SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date -9 -al LICENSED CONTRACTORS DECLARATION iion of the B siness and) Professions Code, and my license is in full force and effect. (,, - (yt_P.� Date 3- 425-57 ( ) 1, as owner of the property, offered for sale. (- ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date OWNER- BUItDER,DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure Owner (signature) is not intended or .—r PITTS' ' 'JRGH TESTING LAE` `�RATORY/AAORM 0002.8 -SE ESTABLISHED 1SS1 7400 -3RD AVENUE S., SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION .rr0} PUBLICATION OF STATEMENTS. CONCLUSIONS OR EIITRACT& FROM OR RCGARDING / (, 7,1 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT Date Moulded 4 -20 -87 Reported 5 -4 -87 Project Contil Executel At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 20 Cu. Yds. Specimens made by G Salter Location of pour Loading dock slab at east entrance r Order Y')4 3 Report No. 4 A MAY 1 8 1987 t _ P1!':'i14, r,Spkbgiitted 3 Strength requirement 2500 psi at 28 days : MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No • Cement 517 Ibs 5.5 bags Type Brand Fine Aggregate (SSD) 1250 Ibs. Source CedRr ShnrPs Type• Coarse Aggregate (SSD) 1950 Ibs. Size 7/811 Source Type• Coarse Aggregate (SSD) Ibs. Size Source Type. Water Total 30 Gals. Gals./bag Admixture: Amount 0.5 ez Kind AWA Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor p Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a . % Actual Slump 4.5 In. Ticket No.: 6410 Temperatures: Air 55 °F Concrete 59 °F Weather clear Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection [I] Project Engineer ❑ Contractor p Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD. POUNDS UNIT LOAO. P.5.1. REPORT NO. 4 A 7 5392 4 -27 4 -27 93,000 3290 4 -A 4 B 28 5393 5 -18 4 C 28 5394 5 -18 Day tests previously reported Remarks. cc: 2- BERKLEY STRUCTURES, Al Clow, John Hughes 1- Sabey Corporation, Doug Schumacher 1- Joseph Shutler, P.E. 1- Tukwila Bldg. Dept. slm PTL- INSPECTORATE INC. Seattle District Ma ;Fggr PITT r O )URGH TESTING LAC DRAT RY FORM 9002.B•SE ESTABLISHED tees 7400-3RD AVENUE S., SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT Date Moulded 4-6-87 Reported 4 -15 -87 Project Contil Execute]. - At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Ti [''1"'! Quantity Represented 27 Cu. Yds. Specimens made by G Lloyd pfttrll itiP„05,11 misted 3 Location of pour Loadinp1 dock wall #2, loading dock footing and sidewalk. Order No. SEA 4934 Report No. 2 B 587 MAY I. 8 1007 Strength requirement 2500 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• 50 Cement 470 Ibs 5.0 bags Type Brand Fine Aggregate (SSD) 1480 Ibs. Source Cedar Shores Coarse Aggregate (SSD) 1950 Ibs. Size Source Coarse Aggregate (SSD) Ibs. Size Source Water Total 30 Gals. Gals./bag Admixture: Amount Kind Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Type._ Type• Type• Entr. Air n/a % Actual Slump 3.5 In. Ticket No.: 4637 Temperatures: Air 60 °F Concrete 56 °F Weather cloudy Mixing: Central Mix El Truck Mix ❑ Job Mix Above Site Information obtained from: PTL Inspection al Project Engineer ❑ Contractor p Concrete Supplier ❑ Other ❑ (Designate) CyIs. delivered to laboratory by: PTL [1] Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD- POUNDS UNIT LOAD - P.S.I. REPORT NO. 2 A 7 4226 4 -7 4 -13 104,000 3700 2 —A 2 B 28 4227 5 -4 147,500 5230 2 —B 2 C 28 4228 5 -4 153,000 5410 2 —B 7 Day tests previously reported Remarks• cc: 2— BERKLEY STRUCTURES, Al Clow, John Hughes 1— Sabey Corporation, Doug Schumacher 1— Joseph Shutler, P.E. 1— Tukwila Bldg. Dept. s1m PTL— INSPECTORATE INC. Seattle District Malger PITTA JURGH TESTING LA( .ORATORY ESTABLISHED teal 7400 -3RD AVENUE S., SEATTLE, WA 98108 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBL'C AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 1S RESERVED PENDING OuR WRITTEN APPROVAL. Date Moulded 4 -8 -87 Project Contil Executel At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 2.5 Cu. Yds. Specimens made by Location of pour Loadingz dock platform wall. CONCRETE TEST REPORT Reported FORM 5002 -B -SE Order No. SEA 4934 Report No. - 3 B 4 -16 -87 5 -7 -87 MAY 18 1J8( G Lloyd No. Submitted 3 Strength requirement 2500 psi at 28 days • MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No • 5500 Cement 517 Ibs 5.5 bags Type Brand Fine Aggregate (SSD) 1440 Ibs. Source Cedar Shores Type. — Concrete Coarse Aggregate (SSD) 1950 Ibs. Size 7/8" Source Type. Coarse Aggregate (SSD) lbs. Size Source Type• Water Total 30 Gals Gals./bag Admixture: Amount Kind Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n /a. % Actual Slump 4.5 In. Ticket No.. 5000 Temperatures: Air 46 °F Concrete 54 °F Weather partly cloudy Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspectional Project Engineer ❑ Contractor 0 Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER GATE RECEIVED DATE TESTED TOTAL LOAD- POUNDS UNIT LOAD - P.S.I. REPORT NO. 3 A 7 4344 4 -9 4 -15 112,500 4020 3 —A 3 B 28 4345 5 -6 168,506 5980 3 —B 3 C 28 4346 5 -6 164,500 5820 3 —B 7 Day tests previously reported Remarks• cc: 2— BERKLEY STRUCTURES, Al Clow, John Hughes 1— Sabey Corporation, Doug Schumacher 1— Joseph Shutler, P.E. 1— Tukwila Bldg. Dept. slm PTL— INSPECTORATE INC. Seattle District M PITT URGH TESTING LACE ;RATORY ESTABLISHED tee) • 7400-3RD AVENUE S.. SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. T "" , S }j CONCRETE TEST REPORT FORM 9002 -B -SE Order No. SEA 4934 Report No. 4 B Date Moulded 4-20-87 Reported 5 -4 -87 5 -19 -87 Project Conti' Execute' At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 20 Cu. Yds. Specimens made by G Salter No. Submitted 3 Location of pour Loading dock slab at east entrance Strength requirement 2500 psi at 28 days • MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• Cement 517 lbs. 5.5 bags Type Brand Fine Aggregate (SSD) 1250 lbs. Source Cedar Shores Type• Coarse Aggregate (SSD) 1950 lbs. Size 7/8" Source Type. Coarse Aggregate (SSD) lbs. Size Source Type• Water Total 30 Gals. Gals./bag Admixture: Amount 0.5 oz Kind AWA Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a . % Actual Slump 4.5 In. Ticket No.: 6410 Temperatures: Air 55 °F Concrete 59 °F Weather clear Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection Project Engineer ❑ Contractor p Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD•POUNDS UNIT LOAD ■ P.S.I. REPORT NO. 4 A 7 5392 4 -27 4 -27 93,000 3290 4 —A 4 B 28 5393 5 -18 135,000 4780 4 —B 4 C 28 5394 5 -18 145,000 5160 4 —B 7 Day tests previously reported Remarks• cc: 2- BERKLEY STRUCTURES, Al Clow, John Hughes 1- Sabey Corporation, Doug Schumacher 1- Joseph Shutler, P.E. 1- Tukwila Bldg. Dept. slm PTL — INSPECTORATE INC. Seattle District Ma CITY OF TUKWILA Building Division 6200 Tukwila�tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions . wunw�c. u. 5l n... amr�d' liNmtl: SdYx'&. �iv�4,1MJ. 'iraa,+efl%1/+R+f3$1.4iTAY!tWAVIi' INSPEC 4ON RECORD PERMIT # 4" -'{6. if- r7 Date Wanted 4: %vf;. a.m Project (- k. ,Q & . Phone # /l— Date Inspection results /Comments: Inspector ) .QT,ri 9C�Jit�tky1 Date /--/%30 %7 .- igett Mi1:l.Yc AV CITY OF TUKWILA 8uilaing Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection (a/ £x Site Address 4/2/ 7:4-4A-r tI , 1NSPECrON RECORD PERMIT # 7 d 0 , Date / / 7 Date Wanted a.m. p.m. Project 067"71- Requestor Phone # Special Instructions Inspection Results /Comments: Inspector %Vd Date We-)//r7 CITY OF TUKWILA Building Division 6200 Tukwila, tWashinatonul98188 (206) 433 -1849 Type of Inspection /k~/"7 iC�s� `moz.csJ Site Address '2/ /lei0..? , ,« Requestor 7L1 ,�e Cl S17,,uc fres) Special Instructions INSPEION RECORD PERMIT # Date eg/g? Date Wanted /0.7 Project ,,cl Phone # Inspection Results /Comments: Inspector / ADZ �L7 Date 6 /,y /g� CITY OF TUKWILA Building Division 6200 Southcsntor.Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address C /2/ '%.a..n �y Requestor r : %I ILA i INSPEC YEN' RECORD PERMIT # Date �//3/R 7 Date Wanted . (rz a.m Project (a Phone # 2' /i _ S 9i7 tmatea Instructions Inspection Results /Comments: Q W.v Fzi Date 9 /g7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 7, Site Address 42/ /,ju .a,k INSPEC "' )N RECORD PERMIT # 4/‘?-2- Date 3/3/'7 Date Wanted Project Cer►.t, Requestor Phone # Special Instructions Inspection Results /Comments: 7�1r1' (2.r9-0-61 1 Inspector %GOz Date t ��P,7 CITY OF TUKWILA Building Division 6200 Tukwila, tWashingtonul98188 (206) 433 -1849 Type of Inspection ALGt,fi- Site Address 40/2 / Yd INSPEC!ON RECORD. PERMIT # 3,,23;/x'7 Date Wanted 5/..7„..54? Project 'J Requestor Phone # Date Special Instructions a.m. a. m. Inspection Results /Comments: Inspector %airt �� �c Date 7,3 afr ?'i,;.�; �.';"'i +: `; i�.r;ti' : , ''1 "r!3'^•c:.';.;, .'t�:F.+y afi "-r,; , ':.�.:,+,iikT ...- . ,,,,.� CITY OF TUKWILA Central Permit System iyws r.. Control No. Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works tV Fire Dept. ❑ Police ❑ Parks/Recreation J Project Name Cr) (E- Address 4 - 1 J / ) L(k ' 1 to py Type of Permits) 1 •T 5r�r'K 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: () () () ( ) H, Q . ) 1 1 , 1"),c11,--1 %c.. = 'k ?' / ^" 2 S 14{ ( ) 1' !( 5nP19_ ,4. 7"75-- 75 Z..9 ij ( ) ( ) !). `1� `r� /5 .f //( ( ) ( ) ( ) ( ) ( ) Authorized Signature Date I. This project is approved by this department: Authorized SibnatiJ e , Date CPS Form 3 1 'RGH TESTING LA E( ATORY FORM 9002.13.sE ESTABLISHED teat 7400-3RD AVENUE S.. SEATTLE, WA 98108 AS A r.IUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE S OMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION i APR 0 9 1987 FOR P OLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cil 1 OF TUKWILA CONCRETE TEST REPORT ppt�Erd—il;iGVii(' 8i_.. Dat= •vhtt�""•� _..—." Reported 4 -13 -87 4 -24 -87 Project Contil Executel At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 54 Cu. Yds. Specimens made by R Moattar No. Submitted 3 Location of pour Slab on grade on line 11 to 12.5 and line S to P also wall on 1toe Q — 5' and line 1_ to 4. Strength requirement 9500 psi at 28 days Order No. SEA 4934 Report No. 1 B MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• Cement 517 lbs. 5.5 bags Type Brand Fine Aggregate (SSD) 1440 lbs. Source Cedar Shores Type. Coarse Aggregate (SSD) 1950 lbs. Size 7 /R" Source Type• Coarse Aggregate (SSD) lbs. Size Source Type• Water Total 250 Gals Gals. /bag Admixture: Amount 2 % Kind Calcium Chloride (for 30 yard load) Admixture: Amount 1 % Kind Calcium Chloride (for 24 yard load) Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other 0 (Designate) Entr. Air n/a % Actual Slump 5.5 In. Ticket No.• 3595 Temperatures: Air 52 °F Concrete 62°F Weather Truck Mix ❑ Job Mix p Above Site Information obtained from: PTL Inspection C�JX Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate) Mixing: Central Mix ❑ Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Common Carrier 0 Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD- POUNDS UNIT LOAD ■ P.S.I. REPORT NO. 1 A 7 3645 3 -27 4 -2 125,000 4440 1 —A 1 B 28 3646 4 -23 167,500 5900 1 —B 1 C 28 3647 4 -23 162,500 5780 1 —B 7 Day tests previously reported Remarks• cc: 2- BERKLEY STRUCTURES, Al Clow, John Hughes 1- Sabey Corporation, Doug Schumacher 1- Joseph Shutler, P.E. 1- Tukwila Bldg. Dept. slm PTL - INSPECTORATE INC. Seattle District Ma ger PITTSB( GH TESTING LAB( \TORY C•T•wL1•N(0 1••1 '400.380 AVENUE S.. SEATTLE. WA 98108 AS • A MUTUAL •SOl(Cf1ON 70 CLICHTS. T111( •U•LIC *NO OUI•(LVC•. All w(rOSTl ••C •USNITT(O A• TN( CO W10(MTIAL rw0 Or CLI(NT.. AND AUTNOwIZATION •OM ru•LICATION Or •TAT(M(NTS. CONCLUl1ON• Oa ((TIACT• r•OM 011 /1CCA1O1NC OUw w(rO11T• 1• w(•(1VCO r(NOINC OUR WwITTCN ArrSOVAI. CONCRETE / GROUT / MASONRY / FIELD INSPECTION Form /SEA -43 ORDER NO: SEA L934 PROJECT: Contil Executel ADDRESS: 401 Tukwila, Tukwila, WA INSPECTOR: G. Salter [ATE: 4/20/87 PERMIT q: REPORT q: 4 Weather: Clear Ambient Air Temp :('F) 55 A) Approved Plans Site: (X -Box) © YES NO on B) Inspection Report of: (X- Boxes) ® Concrete ❑ Masonry ❑ Other Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ra Slab -on -Grade ❑ Other ❑ Slab -on -deck ❑ Columns ❑ Walls ❑ Beams D) Location: (Be Complete) Loading dock slab at east entrance, E) Concrete - City Mix Ey Design Mix f: Cement Content: 51 sack Max. Size Aggregate: 3/4" Supplier: Stoneway Concrete Slump (In.) 411 % Air: Concrete Temp. ('F): 59 PTL Batch Ticket Received: YES ❑ NO ❑ G) Reinforcing Steel: Grade Specified: 60 Grade Used: tin Sizes Used: 3 Rebar Manufacturer: Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 2500 Specified Age 28 Quantity of Material Placed: Number of Samples Set no(s): 4 ABC psi days 20 cubic yards Mortar: Type M❑S ❑N ❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. (•F): Parts Parts Parts Grout: Cement: Job Mix sacks ❑ Ready Mix ❑ High Lift❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (lF): J) All items inspected are in conformance with approved plans and specifications: YES ED NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: Concrete delivery was 45 minutes later then scheduled. cc: (2) Berkley Structures, Attn: Al Clow; Attn: John Hughes PTL- INSPECTORATE INC. (1) Sabey Corporation, Attn: Doug Schumacher (1) Joseph J. Shutter, P.E. (1) Tukwila Bldg. Dept'. als 4/24/87 eattle District Manager PITTSB( ` GH TESTING LAB( PROJECT: Contil Executel [.T•.II.H(O 1••1 7400•380 AVENUE S.. SEATTLE. WA 90100 \TORY •• A HUtU•L •WOT(CTIOM 10 CLI(NYS. THC •U•LIC ANO 0U•11(LV(•• All .(•Owt• AP( •U•MITT•O Al TH( COHFIOCHTIAL •AO Or CLI(NT•• AHO AUTHO.IT•T /O• •011 •U•LICATIOM Or H(MT• • COHCLUIIOH• ON ACT• PROM 041 P(CA•01HC 01.0•1 .(•0•T• 1• CCCCCC(O •(MOIHC OUP WRIT-T[14 ArrPOVAL• CONCRETE / GROUT / MASONRY / FIELD INSPECTION INSPECTOR: G. Lloyd DATE: 4 -6 -87• Form /SEA_43 ❑ ORDER NO: SEA L934 Revision #1 - 4 -23 -87 ADDRESS: 401 Tukwila, Tukwila, WA PERMIT 0: Weather: Clr)ldy REPORT 0: 2 Ambient Air Temp :('F)_ A) Approved Plans on B) Inspection Report of: Site: (X -Box) (X- Boxes) ® YES CJ NO ® Concrete ❑ Masonry ❑ Other Resteel ❑ Grout C) Items inspected: (X- Boxes) Footings Auger Cast Piles W Slab -on -Grade ❑ Other Slab-on-deck ❑ Columns 0-0 Walls o Beams D) Location: (Be Complete) Loading dock wall #2, loading deck footing, and sidewalks. E) Concrete• - City Mix ❑ Design Mix q 5000 Cement Content: 5 sack Max. Size Aggregate: 7/8" Supplier: Stoneway Slump (In.) 31/2 % Air: Concrete Temp. (•F): 96 PTL Batch Ticket Received: YES ❑ NOW Reinforcing Steel: Grade Specified: 6n Grade Used: 60 Sizes Used: #4, Mesh Rebar Manufacturer: Puget Sound Steel G) F) Test Specimens Cast: x 6 x 12 Required Strength Specified Age prisms. cylinders. 2500 28 Quantity of Material Placed: psi days Number of Samples Set no(s): 2 A -C 27 cubic yards H) Mortar: Type M❑S❑N❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts Grout: Cement: Job Mix High Lift ❑ Cleanouts Inspected: YES ❑ NO 0 Grout Temp. (•F): sacks Ready Mix ❑ Low Lift ❑ J) All items inspected are in conformance with approved plans and specifications: YES ED NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: cc: (2) Berkley Structures, Attn: Al Clow; Attn: (1) Sabey Corporation, Attn: Doug Schumacher (1) Joseph J. Shutter, P.E. (1)" T kwila Bldg.` Dept.;,' jib 4 -13 -87 Revision #1 - corrected cylinder set # John Hughes PTL - INSPECTORATE INC. Seattl1 Di!trict Mana PITTA IRGH TESTING LA( ZAT Y .' t� {E�""ARM 9002•B.SE ESTABLISHED Niel 7400 -3RD AVENUE S.. SEATTLE. WA 98108 Uri ()F (�jY.iNiLA AS A MUTUAL. PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Order, Noro,SEA 4934 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING.! " :✓ j„A. . OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 2 Report CONCRETE TEST REPORT BUlLDLI44 D&fA Date Moulded 4-6 -87 Reported 4 -15 -87 Project Contil Executel At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 27 Cu. Yds. Specimens made by G Lloyd. No. Submitted 3 Location of pour Loading, dock wall #2, loading dock footing and sidewalk. Strength requirement 2500 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• 50 Cement 470 Ibs 5.0 bags Type Brand Fine Aggregate (SSD) 1480 Ibs. Source Cedar Shores Type• Coarse Aggregate (SSD) 7950 Ibs. Size Source Type• Coarse Aggregate (SSD) Ibs. Size Source Type. Water Total 30 Gals. Gals./bag Admixture: Amount Kind Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Des ignate) Entr. Air n/a % Actual Slump 3.5 In. Ticket No.. 4637 Temperatures: Air 60 °F Concrete 56 °F Weather cloudy Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection ] Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier 0 Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED GATE TESTED TOTAL LOAD- POUNDS UNIT LOAD- P.S.I. REPORT HO. 2 A 7 4226 4 -7 4 -13 104,000 3700 2 —A 2 B 28 4227 5-4 2 C 28 4228 5 -4 Day tests previously reported Remarks• cc: 2— BERKLEY STRUCTURES, Al Clow, John Hughes 1— Sabey Corporation, Doug Schumacher 1— Joseph Shutler, P.E. 1— Tukwila Bldg. Dept.lf- slm PTL — INSPECTORATE INC. Co:gar Seattle District Mager PITTSti. JRGH TESTING LAi::.JRATORY,._,• {ECri ,7 7400 -3RD AVENUE S., SEATTLE. WA 98108 my d -';r‘ AS A SUBMITTED EO AST THE CONFIDENTIAL PROPERTY OF CLIENTS. REPORTS AND AUTHORIZAT ARE ON Order No. SEA 4934 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING- ; •`,..;, ��! OUR REPORTS IS RESERVED PENDING OuR WRITTEN APPROVAL. (,t ,, i CONCRETE TEST REPORT Report No. 3 A (BUILUutij �►icsa 1. ESTABLISHED tees FORM 0002.8.SE Date Moulded 4-8-87 Reported 4 -16 -87 Project 'Contil Executel At Tukwila, WA • Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 2.5 Cu. Yds. Specimens made by Location of pour Loading dock platform wall. G Lloyd No. Submitted 3 Strength requirement 2500 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• 5500 Cement 517 lbs. 5.5 bags Type Brand Fine Aggregate (SSD) 1440 lbs. Source Cedar Shares Type• Concrete Coarse Aggregate (SSD) 1950 lbs. Size 7/8" Source Type. Coarse Aggregate (SSD) lbs. Size Source. Type• Water Total 30 Gals. Gals. /bag Admixture: Amount Kind Admixture: Amount Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a % Actual Slump 4.5 In. Ticket No.• 5000 Temperatures: Air 46 °F Concrete 44 °F Weather partly cloudy Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspectional Project Engineer ❑ Contractor 0 Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ❑ Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED GATE TESTED TOTAL LOAD- POUNDS UNIT LOAD - P.S.I. REPORT NO. 3 A 7 4344 4 -9 4 -15 112,500 4020 3 -A 3 B 28 4345 5 -6 3 C 28 4346 5 -6 Day tests previously reported Remarks • cc: 2- BERKLEY STRUCTURES, Al Clow, John Hughes 1- Sabey Corporation, Doug Schumacher 1- Joseph Shutler, P.E. 1- .Tukwila Bldg. ""Dept slm PTL - INSPECTORATE INC. Seattle District Ma ger PITTS ' IRGH TESTING LABrRATORY I•NCO ,••1 7400.3RD /VENUE S.. SEATTLE. WA 08108 AS • A MUTUAL PAOTCCTIOM TO CLICNT•. TUC PU•LIC ANO OUw•(LVCC. ALL ACrOAT. •AC •U•MITTCO AS • TN( CON/IOCNf1AL a oCCCCC Of CLI(NT•. ANO AUTNORIt•TION •Ow •U•LICATION Of . CONCLUCION• OR CCCCC CIS rwOM Ow IlCCANODNG OUR R(PORT• I. RCCCCVCO PENDING OUw WwITTCN ArrwOVAL. CONCRETE / GROUT / PRoJFrCT: • Contil Executel -- MASONRY / FIELD ADDRESS: INSPECTOR; R. Moatj DATE: 3 -26 -87 PERMIT Weather: sunny INSPECTION Iorm I LA -43 RECEIVED A it N%: 1:Jy TUB VILA PUBLIC WORKS 401 Tukwila, Tukwila, WA : REPORT #: 1 4934 Ambient Air Temp : (•F) 54 A) Approved Plans on B) Inspection Report of: Site: (X -Box) (X- Boxes) ® YES ❑ NO ❑ Concrete ❑ Masonry ❑ Other ❑ Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ❑Auger Cast Piles ❑ Slab -on -Grade ❑ Other ❑ Slab -on -deck ❑ Columns ❑ walls ❑ Beams D) Location: (Be Complete) Slab on grade on line #11 to #12.5 and line S to P. Walls at Q +5', line #1, and line #1 to #4. E) Concrete - City Mix ❑ Design Mix # Cement Content: 5.5 sack Max. Size Aggregate: Supplier: Stoneway Concrete Slump (In.) 51 % Air: Concrete Temp. ('F): 61 PTL Batch Ticket Received: YES ❑ NO ❑ G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: #4 Rebar Manufacturer: Northwest (F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength 2500 psi Specified Age 28 days Number of Samples Set no(s): 1 A -C Quantity of Material Placed: 54 cubic yards H) Mortar: Type M❑S❑N ❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts I) Grout: Cement: Job Mix ❑ High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (•F): sacks Ready Mix ❑ Low Lift ❑ J) All items inspected are in conformance with approved plans and specifications: YES [a NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: 2% calcium chloride is used in the slab, 30 yards. 1% calcium chloride is used in the wall, 24 yards. cc: (2)'Berkley Structures, Attn: Al Clow; Attn: John Hughes PTL-INSPECTORATE INC. (1) Sabey Corporation, Attn: Doug Schumacher (1) Joseph J. Shutler, P.E. (1) Tukwila Bldg. Dept. jlb 4 -6 -87 eattle District Manager PITTA URGH TESTING LAI )RATORY ESTABLISHCO Iset 7400 -3RD AVENUE S., SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. AL ARC SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANC RUTH FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPR 3VAL. CONCRETE TEST REPORT Date Moulded 3 -26 -87 Reported 4 -13 -87 Project Contil Executel At Tukwila, WA Contractor Berkley Structures Reported to See Below Concrete Supplier Stoneway Concrete Quantity Represented 54 Cu. Yds. Specimens made by R Moattar Location of pour Slab on grade on line 11 to 12.5 and line S to P also wall on line Q = 5' and_ tine 1 to 4. Strength requirement 7500 psi at 28 days PRIrM PoRM 9002. a -SE SEA 4934 APR 1Report N . 1 A , 5 19871 CITY uF • . t No. Submitted 3 MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No • Cement 517 Ibs 5.5 bags Type Brand Fine Aggregate (SSD) 1440 Ibs. Source Cedar Shores Type• Coarse Aggregate (SSD) 1950 Ibs. Size 7 /R" . Source Type• Coarse Aggregate (SSD) Ibs. Size Source Type• Water Total 250 Gals. Gals./bag Admixture: Amount 2 % Kind Calcium Chloride (for 30 yard load) Admixture: Amount 1 % Kind Calcium Chloride (for 24 yard load) Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a % Actual Slump 5.5 In. Ticket No.• 3595 Temperatures: Air 52 °F Concrete 62°F Weather Job Mix ❑ Project Engineer ❑ Mixing: Central Mix ❑ Truck Mix ❑ Above Site Information obtained from: PTL Inspection III Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD- POUNDS UNIT LOAD - P.S.I. REPORT NO. 1 A 7 3645 3 -27 4 -2 125,000 4440 1 —A 1 B 28 .• 3646 4 -23 1 C 28 3647 4 -23 Day tests previously reported Remarks: cc: 2- BERKLEY STRUCTURES, Al Clow, John Hughes 1- Sabey Corporation, Doug Schumacher 1- Joseph Shutler, P.E. 1- Tukwila Bldg. Dept. slm PTL — INSPECTORATE INC. Seattle District Ma PITTS4 GH TESTING LAB( .TORY PROJECT: Contil Executel •LI•NCO 1411 7400.3RO AVENUE S.. SEATTLE. WA 96%O8 AS A NUTUAL PwOTCCT /ON TO Cll(NTS. Tll( PU•LIC AND OURS(LV(S. ALL (POSTS ARC •U•MITT(O AS TNC CON/IOCNTIAL PROPCUTT Or CLICHTS, ANO AUTHO•IIATION row PU•LICATION OF . CONCLUSIONS OR C(T1IACVO •110M Ow ACCA•OINC OUR OCrO11TS 1• •(•CCVCO P(NOINO OUR W•ITTCN ArrwOVAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION Form /SEA -43 ORDER NO: SEA 4934 ADDRESS: 401 Tukwila, Tukwila, WA INSPECTOR: G. Lloyd DATE: 4 -6 -87. PERMIT N: REPORT j): 2 Weather: ci (-may Ambient AIr Temp :(•F) A) Approved Plans Site: (X -Box) ® YES NO on B) Inspection Report of: (X- Boxes) Eg Concrete ❑ Masonry ❑ Other Resteel j] Grout C) Items inspected: (X- Boxes) Footings Auger Cast Piles (Slab-on-Grade ❑ Other ❑ Slab -on -deck ❑ Columns Walls Beams D) Location: (Be Complete) Loading dock wall *2, j,oadina deck footing, and sidewalks. E) Concrete- City Mix ❑ Design Mix S 5000 Cement Content: 5 sack Max. Size Aggregate: 7/811 Supplier: Stoneway Slump (In.) 31/2 I. Air: Concrete Temp. ('F): ,6 PTL Batch Ticket Received: YES ❑ NOw Reinforcing Steel: Grade Specified: 6n Grade Used: 60 Sizes Used: 44. MPSh Reber Manufacturer: Puget Sound Steel G) F) Test Specimens Cast: Number of Samples 3 x prisms. Set no(s):27 A -C 6 x 12 cylinders. Required Strength 2500 psi Specified Age 28 days Quantity of Material Placed: 27 cubic yards H) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. ('F): Parts Parts Parts I) Grout: Cement: Job Mix ❑ High Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. (•F): sacks Ready Mix ❑ Low Lift ❑ J) All items inspected are in conformance with approved plans and specifications: YES ® NO ❑ If not. explain, in detail: Note Action(s) taken regarding items of non - compliance: K) REMARKS: cc: (2) Berkley Structures, Attn: Al Clow; Attn: John Hughes (1) Sabey Corporation, Attn: Doug Schumacher (1) Joseph J. Shutler, P.E. (1) Tukwila Bldg. Dept.,/ jlb 4 -13 -87 PTL - INSPECTORATE INC. &CDtrict Nana r PITTSE GH TESTING LAB( ATORY PROJECT: Contil Executel I•NCO 11.1 7400.3RO AVENUE S „SEATTLE. WA 98108 A• A NUTUAL IAOTCCTIOM TO CLI(NT•• TNC PU•IIC ANO • ALL •C POSTS AS( •U•NITTCO Al TNC CONFIOCNTIAL •110 0/ CLICNT•• ANO AUTNORICATION •011 /U•IICATION Of • CONCLUSIONS 011 CCTAACIS 111054 011 /ICCASOINC OUR AC /OATS if A VC0 1CNOINC OUR WAITTCN A /PAOVAL• CONCRETE / GROUT / MASONRY / FIELD INSPECTION INSPECTOR: G. Lloyd DATE: 4 -8 -87 Form /SEA -43 ORDER NO: SEA 4934 ADDRESS: 401 Tukwila, Tukwila, WA PERMIT #: REPORT #: 3 Weather: Cloudy Ambient Air Temp :(•F) 46 A) Approved Plans Site: (X -Box) ® YES NO on B) Inspection Report of: (X- Boxes) Concrete ❑ Masonry ❑ Other ® Resteel ❑ Grout C) Items inspected: (X- Boxes) ❑ Footings ['Auger Cast Piles ❑ Slab -on -Grade ❑ Other ❑ Slab-on-deck ❑ Columns •0 Walls ❑ Beams 0) Location: (Be Complete) Loading dock platform wall. E) Concrete•- City Mix ❑ Design Mix q 5500 Cement Content: 5.5 sack Max. Size Aggregate: 7/8° Supplier: Stoneway Slump (In.) 415 % Air: Concrete Temp. (•F): 54 PTL Batch Ticket Received: YES ❑ NO F) Test Specimens Cast: x prisms. 6 x 12 cylinders. Required Strength Specified Age 2500 psi 28 days Number of Samples Set no(s): 3 A -C Quantity of Material Placed: 2z cubic yards 'G) Reinforcing Steel: Grade Specified: C0 Grade Used: 60 Sizes Used: #4 Rebar Manufacturer: Puget Sound Steel H) Mortar: Type M ❑S ❑N ❑O❑ (X- Boxes) Cement Lime Sand Mortar Temp. (•F): J) All items inspected are in conformance If not ..explain. in detail: Parts Parts Parts Grout: Cement: Job Mix ❑ High Lift ❑ sacks Ready Mix ❑ Low Lift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ('F): with approved plans and specifications: YES ® NO ❑ Note Action(s) taken regarding items of non - compliance: K) REMARKS: cc: (2) Berkley Structures, Attn: Al Clow; Attn: John Hughes INC. PTL- INSPECTORATE (1) Sabey Corporation, Attn: Doug Schumacher (1) Joseph J. Shutler, P.E. (1) Tukwila Bldg. Dept. Re jib 4 -13 -87 j -Seattld/D rict Man er ga+ SABEY CORPORATION .Transmittal ❑ Memorandum To: G /Ty c fi7)J''Gf/,G. Al'T rod, !Dv/4 -f✓sr- R c r CITY OF ' "I,iKVi1fl,. }' l' �. ,7 t) I.J 01 OUII„ f.iI,NQ DEPT. 3' 24. 457 Date' Project No • VCS 6 to e) r We are sending you WAttached ❑ Under separate cover Irtetter the following: ❑ Prints ❑ Originals ❑ Via ❑ Submittal 0 Samples For your: .Information and use ❑ Review and comment PAM requested Action required: ❑ As indicated ❑ No action required ❑ For signature and return I �-Tra . r n.✓c, EAI8 -' V co ✓a- .,,fld er By: cc: If enclosures are not as noted, kindly notify us at once. COMMERCIAL REAL ESTATE COMPANY 201 Elliott Ave, W•Suite 400•Seattle, WA 98119 P O, Box 9847•Seattle, EA 913109 206.281.8700 SJ3EY CORPORATION March 24, 1987 Mr. Duane Griffin. City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Duane: CITY OF TRiiCvvft.A MAR 2 3 1987 BUIL LHNG DEPT. Per your request, the following statement has been issued: All lighting design and power distribution calculations for the tenant improvement drawings of Contel Executone have been completed, per Washington State Energy Code Sections 424, 425 and 426. If you have any further questions, please call. COMMERCIAL REAL ESTATE COMPANY 201 Cllioll Avp.W• Suite 400 • Saaltle,WA • 08119 R Q. Box 9847 • Seattle, WA 98109 206.281.8700 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2061433 -1800 Gary L. VanDusen, Mayor March 20, 1987 Mr. Joe Blankenship ESM, Inc. 941 Powell Ave. S.W. Renton, WA 98055 RE: Contel /Executone Tenant Improvements at Ebasco Building on Tukwila Parkway and A ndover Park East - Storm Drainage Dear Joe: The Public Works Department has reviewed and approves Sheet 1 of 1 (Job No. 239 -10 -871) for storm drainage improvements only for the subject site tenant improvement. Twenty -four hours prior to beginning this work your contractor shaZZ apply for and obtain a storm drainage permit, as follows: 1. Storm Drainage Permit (Permit fee $25.00) If you have any questions or I can be of further assistance do not hesitate to call me at 433 -1856. Sincerely, Phil Fraser Senior Engineer /cd Enclosure 1 xe: Dave Grage Becky Kent. /Building Official RECEIVED CITY OF tUc WILA MAR 20 1987 BUILDING DEPT. SABEY CORPORATION `Transmittal ❑ Memorandum To: i7UPrOE 1!�f2-1 ?I• -15knWItao QtNuar.. c I'N ©F -rug-v i LA. (Zoo S ic�L 12. T Uri T-I f W I tom- R'S I S b Re. ADP:n.710 EXIT" lB U►JJ 4pore,Ts eitaR'-• -, RRCEIVMC? CITY OF TUKWILA MAR 12 1987 BUILDING DEPT. Date* ^ I z• �1 Project No • 800070 T-4 We are sending you the following: For your: Action required: '`,,.Artnched prints ❑ Submittal PrInformation and use ❑ As Indicated ❑ Under separate cover ❑ Letter ❑ Originals ❑ Via ❑ Samples ❑ Review and comment ❑ As requested ❑ No action required ❑ For signature and return • r :..i Air -�- ,,- -; s ttA -uy / govt/271-0 Are-- .Z GC.e -/ 0-F". 72/ e— DGKt�ii� - Tco c e it,4rc, -►'* "r/2:4r— •Se■ Y� o-�-/ eyhtr - r' Ca 2-440— G470e4-4 o C :-b' , By: cc: /2'74-2c If enclosures are not as noted, kindly notify us at once. COMMERCIAL REAL ESTATE COMPANY 201 Elliott Ave. W.Suite 400•Seattle. WA 98119 P.O. Box 98479Seattie, EA 98109 208.281.8700 r'Vtc MO FOR . RE:CoR p F?cn : Duuyl�? CUR () .':..Iema f .rvof re) vewie /- Picot's .oi Carrie( Exec c.4.4o7i.e, 3/p/87 17otkt bb s. + . 1 Icy •44,o2 !.4v (.0 i 4-ti 1, LJs o-vt ;s p o-yed 0,f4 3 /iV?7 )42.aarctirvt. itte . ex,4,1 . d'o2"' litay ha c( or 1441 l i vt/ rc/et" c%6e. , was 1 r dec. Jed ..cey- Ii Ott �r la1. Me ex � f c�oU /c re •lQ +kkre acrd ]I& a . . y 4-ecO corridor woc.d b a b�r��t� � w /l &mad 1-6 fie- o .Y 80rr('do1-; o6150 eic�cuvs'ec:'0 flAg. wish, (Act- f ecp Yoe-4 is (1-r iia. Ce_i it o %lis �teU� r , . elrYdor. Doi, Scl'u *ZQ.ker .5aicf he . c Joulct el- a r ev�s/ &n 4 -� p) -hs 10 time •I.0 -morrou.s Wlic fie arc—ti we.-re. he-y . i-he -wi oboe . R),/jc- ork.'g Yectui Yee -wi em. -s. crn _'�s pro j ec f Ch?Q w iit . b•Q air 8mtA coori< ne ec( parl.. c tiLe 10 � � doe- k work . Ai►Glc.caec( iis (O )-tvin.�'�', spa. +ec . 4a+, he . w o k . ) , be ubtQ. (le ff . off tieAkiev\ u44-1 c 1 Ine.. .-1R/ION in.co N ec 11$' netuc W 61.)(4) ll ,.` n�j We w � 11 Zt cs {- c 'sue.. _'Ws . p ewkn ' t un4 -1, .1 P 4h I' c.. c d i 5 , Sy s . t-? )e_ Cf� o.0- :erj'S'tk"►!N . : SLBEY CORPORATION .Transmittal ❑ Memorandum a t" Oz e-CY4C� o Y G ��) it 04614,,. pc 14401 To 15E { 14.04 Y - �} Ri.Nrig• [!i: 19871 t CFT'>' Oc- TUKWILA PANNING DEPT, Date* 3 1 -461 GiTy eP ru k/ 1(„p. 'PL,JoN -1 -421.102-,TheY Or Project No • - 1D0'1C3 T -4 a„2 OD d LrrN ._ 0 U Tble-ws 1.44. , IA/Asi-ifJc.nTonl IS IS`3 Re: Ge rr vec4fropuE Auk) SpOt.TSU g* R,. We are sending you • the following: For your: Action required: Attached 7g-Prints '$.Prints ❑ Submittal -Siilnformation and use ❑ As Indicated ❑ Under separate cover ❑ Letter ❑ Originals ❑ Via ❑ Samples ❑ Review and comment XAs requested 13y met nen P 0E7126_ ❑ No action required ❑ For signature and return -� Pr-T W eD ,4R- -3 c o P IBS aF Tn' N'E!✓ p tos J/OIIM 7" �(0 T, /E AJE{A/ gi(iT' Lewc.A -T &..J rule.- Su.v .*5pom.rsUM"4 —'S' %J+1pt_. _!- ot_}_ri y E R.E Hers ?a-r 1aq 6 Cs, (1,1* -r e-iry Tvlrw pQ-E_- var. T - vte- -J7 / F you H a jd MAIt -nc.)s pLa . 7/1"/K- V' By: CC: If enclosures are not as noted, kindly notify us at once. COMMERCIAL REAL ESTATE COMPANY 201 Elliott Ave. W•Suite 400• Seattle, WA 98119 P.O. Box 9847.Seattle, EA 98109 206.281.8700 tI op-NJ( EAT con.2s rive- KEIMAT6.09vr 12=44.. �x1�il ► ii- t i1 4 4510" PISTAAX4 • i t-t-P LX I,T`" >6 , X `•,tea �. .,. N% A/ c1T► To e tztxi'a- e)(1 'W. IJ A$D V en.Gbo f2. I r''' wApl.o►oe- wutA .� 0 O -w0 J n00I2, I° I-\4 Mote- mot3-41,4• Nc�, VIl►, =ILL" JOB DESCRIPTION DATE DRAWING Cd1JTE4... �x�t- 1�1b1� �kGDITbN�•l� CHIT IS -9-61 A-1 ddb ► bps Office and Warehouse Properties, Inc., 201 Elliott Avenue West, Suite 400, Seattle, Washington 98119, Telephone (206) 281 -8700 zo,JigarMEar 1 . 1 i I -. i 4..I ..yo' 'I s*i elK)T CDIqiR • ft TI '. 14►TI Pio.. crT 4 L MoYli R-4.4pN C� VICQ"4 pl " JOB i N �{� d DESCRIPTION C7IT L, ■1-r DATE . -1-91 DRAWING 5 f. -X) bps Office and Warehouse Properties, Inc., 201 Elliott Avenue West, Suite 400, Seattle, Washington 98119, Telephone (206) 281 -8700 C Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control Number 87 -084 March 5, 1987 Re: Contel Executone - 421 Tukwila Parkway, 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 extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. 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) 4. Hose station are required. (Plans must be submitted City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98168 (206) 575 -4404 City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 5. Maintain sprinkler protection for, all enclosed areas. (NFPA 13, 4- 1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 6. Local UL Central Station Supervision is required per (UFC 10.309) 7. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 8. 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) (421 Tukwila Parkway). Yours truly, %2t�tJ iC The Tuk ila Fire Prevention Bureau cc: T.F.D. File ncd City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Fire, Department TO: FROM: SUBJECT: DATE: Hubert H. Crawley Fire Chief OFFICE MEMO Building Department Chief Doug Gibbs Conte] Executone - 421 Tukwila Parkway :3/5/87 Door at L -5 was exit for adjoining tenant space lunchroom; doors at N -12 should .:E;' .open in direction. of egress (towards east). City of Tukwlla Fire Department, '444 Andover Park East, Tukwila Washington 98188 (208) 575 -4404 344/17 - 7-?%/h 6(C _ SCke Eli a. - �.�` r / ce, c72-e/-S700 -- /9d v/ sece `Tlii �• . _ 51A-1 n""1-t- C h Q vise" .2 v S / o f, b dose.- -u p 771-1S G (s % fr-ecz t4.(t. Se Conti %e k 1 -F'O H', L41 Ac.110-co h1 / 7/.�skok b go Got Yti,ecti ettel3 Ike Svc.214 77 666 h , /W50 . '- ‘t);// .C'.hQn e... 541;/7 o" k-- /Z 2xi' t de"- -Fe) o t r d f v--e• d 7 0 -e try s s (r7a .uc f `er F) la- / (4 j-2 ) A SQUARE FOOTAGE /OCCUPANCY LOAD INFORMATION Control # Tenant &P' rru, Floor #J USE 'W041,0 02 #.131&007Y1,6 Uhf Ora /19 SQUARE FOOTAGE P097 360 /57 gu© �lpog 9t,5gs °% 68% TOTAL Floor # USE TOTAL OCC GROUP /3, 08y OCC LOAD y S. /31 SQUARE FOOTAGE OCC GROUP OCC LOAD /01)4' -; /ov Co �t CITY Of TUKWILA ♦ . 620 Southcenter Boulevard r Building Division BU'l SING PERMIT APPLIC' TION F7-0,/ � 4 Tukwila, Washington 98188 Control # v ' (206) 433 -1845 L/z/ Site Address il..itc:.W t k..-Pa tg2i,,_,y4;.,,1 Suite# Floor# 1 ` {r-- Project Name /Tenant �iyT�L.- Cx CA,rt -, F- Valuation of Construction Z.callot,b Assessors Account ## 2.300- ono •-o5- Property Owner At.., c-Ar-.� Phone 1 %loll Address 2.O i (._1,..,, a,-■- lo,uz. We.-"-r ,.. % - Z i p q 4s 1 t q App Applicant z. �1 gA-x , 4) • Phone Z C1 V-5 2- Address Z•o t EU_IL.,i1 /Noe Ltke*,sr Zip c9 kt iC Architect /Engineer --.161-1K5 t.141.SCI Phone Z'A 1 fri o 6 Address 20 1 .-L.t -.t0H IAt.115: t'•r :' . S::r.4t-k , Zip5t6.1i rl Contractor }, - 2.-k.1c1 1- - -ez s, License #13C -R -k. -L -Z.&-1 Li, PhoneZ i Sz-s2- Address Zvi l iDK Ate \,Vuki- csyNm� Zip cC1 107 Class of Work: ❑ New ❑ Addition [ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done `C .=AJ6yr► .L..- W►at.w, IUt w 14- OAL...I Pinang Rona• -t 5 Lb"; R--i c._k_ Type of Const. (UBC) l_ Occ. Group (UBC) j'--t 1 Square footage of entire buildin 153;5(01 Square footage of tenant space /L.-7Z S- Bui 1 di ng Use - z-- t7t =E=t LC �tys0cZ� (-! Will there be a change of use? ❑ Yes 'gf 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 12‹ No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EX MINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTYC 6WNE 'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature)'" )i, 1t,... L Date k. VI . (print name U 13.1;.61)1 Contact Person (please print) Air_ c1t(e-c.zc>,-\ , Phone 2 -- S StoLt1 • OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ q q , OO Receipt# Date Paid (,.6-7_5 Plan Check Fee (000/345.830) 6,4 e/, 0 Receipt# !, ( G, 9 Date Paid 1 -.2 -a- 7 • Bldg Code Sur Charge (000/386.904) 1.50 Receipt# Date Paid 6. - ? ; Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) '.Receipt# Date Paid *New construction only TOTAL 27J (OWES: $ Qq/; O ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building; FLOO•• USE Occ T •- Ss.FT. OCC •AD USE Occ T •- OCC SI.FT. LOAD USE Occ T •: SI FT OCC iii TOTAL SI.FT. TOTAL OCC. mirs, mai ,1 �7 / ' i a a • reitr/)!'.SII /,�rl':i'f.T1�I.1 Mel 11 M / r/,�/J111',0 /, TRACKING DEPT. 'ATE IN DATE OUT COME BLDG ✓ h�`D��� 3- ����,� ` 'pproves or ssuance ��, - ype o Const. To Mahan: , Date Approved: FIRE V-.) c, \5761 R g� �� Approved (Initials) .7 Per letter date. �'� MAL Fire Protection: eprinklers D Detectors PLNG v'� - '1 p VvV' rte/ '4110 Approve. ni ti a s "'. ❑ BA' • ''I .'"'grat "' TIONS Zoning S:` acks: N S E W Parking stalls requi -d for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD . t )11) Approved (Initials) Per letter /plans dated 1 1— (f) w • ' N I S CJ EVANS BLACK IZp ti' 24' Ztl- Q, E (V 1 la r)Ror. LIN E -71TTTTI- I -. Ni - t 0I F//////5 T.Ra-NZA I 1 DRIVE 2� A- �J C ww,•••■•7 1—Th E\\A .)‹!/2.r. T J JT- L u 0 0 z Q r i IJ J,N L- oa(dlt.ic0 tom,-- 17 NJ A ��.j t7 C7j + 11\J U N -ro IirI S To r 11J g «—r47, -4 Gll%IL. ;fit .iJ�IC�`1 :'-t. Mt» GE`-ii i - _ t2 114 ro n 00 4— NI 17.0 ‘21b12diA 024.10 a rir-�v P lillllllll r -T 511 1✓ WALL _') 211)0-4? TO G I'jv a TtIG>;v! I Las. 51' 1st-4 O NO, 7L, ---, e 'v Pk! UK e _.o.... S TE IJ � w! �ai�+iJl l 1 �� E. � rr-r OF ti >'r /ILP, 12-__.6.1./A"-re. FLAN t I 4-0 r- -r 7u 1 wi LEGAL DESCRIPTION Lot 3: Andover Industrial Park Uler 1, King County, Washington as recorded. Zone: CM CODE AND UST: Uniform Building Code, 1985 Ed. 1 Washington State Barrier Free regulations BUILDING TYPE Type III - 1 hour 1985 Ed. OCCUPANCY TYPE (2NJ1 tom B2 Office 1+}1 OGGUP JTh P2- WARN -H U 4..AI I D aGU.1PANirf.,.? SQUARE FOOTAGE BREAKDOWN orrI(.- I O ,2 ;.S, VW-1,42. 5,Hotk.7- 2!t-�12 �aa. rar�� i 2.1 2- .- >I�..� V'!J 6 r-p1 _ Z. A.17 -, t om Ido-T7E.7-7,s . UNnn -P s'A.-i I;c7Egnr'' 2. / -664-14d I L- Li iJ y ( 3 `- T41.-L Po R - 13Z 5YA1 -4. 5. Ake.f.:4I,1 ;c .t_,. G ;~- .A0-o f c Plzniv .. a };� 21 i II1\koe7 PLuiY1B114(5'- PERMITS `ta E OfrhIMED VITiG no, TN5 ?Ef T'L.D E Y Ti-IA-T A 1c. J . goove- Rf 1-I 5ii�� WA1-k. 611 l(.J,U7! 2 . ..C)VI ...- Zli t'e'a 'W -T Ioff iNit3 ma. lrXr'y"fl t.lc. Ply 6'TRIP- 4- PJp_k/I t7e.. 1 1- iAi.Ov-4\pF' ep tot,12.11\it.0 kJ IJ pLAOTI NIcv PARKWAY CM _ 0 13 nlllluLi 1!11111 11101111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 11111/1111 8 11111,11181 9 11111,(1111 0 IIIIIIIII 11 1111111111 IIIIII1?i 11111111114 111111it15 i1 SABEY CORPORATION • CONSULTANTS FILE Cot "( & N C I_ , I ld F - Wsli0 0 pz.i GAl -- .4Yt` iEvoi... i C'. 1 L.401_1 FAA N, �►J LAKC� b I .r.4TlzoalA P f 101---e-10-- L ° LP'101-J`= N1.g:orz_- 125,1N L.s , -TITI oN1 p � .1' 1L., ;20,0\ I NI 7 Ii 604 �,i�11 i . / 1 12.... 1✓ 1:t.1 apt -L-a T 10 LJ?-� \-•\t ' 141 understand that the 7,-7:-. subject to errors and plans does no sushi adopted cod or ordi.i: copy of ap roI red p16ns uy Date Permit No r ,1. iAI' 0'1 D S 1987 <`) 11D i.`1IJIILDtN DIVISION CITY OF Ti.; s<. ; 11 A BUI1.01NQ DEPT, oafs -?re cvai of any :i c ritractor's REVISIONS DATE 2,• -81 All drawings and written material appearing herein constitute the original and unpublished work of Office and Warehouse Properties. 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A-e 1 !PA,R.:71-r101,,i R SABEY CORPORATION " RCG/rmi.""(01 ECT CONSULTANTS /2\ -Z3 13-1 t,;a12._c,l-r( or. TiiwILts‘ r-1 TUWILIAI REVISIONS OATE Tr, All drawings and written material appearing herein constitute the original end unpublished work of Office and Warehouse Properties, Inc and the stuns may not be duplicated, used or disclosed without the written. consent of Office and Warehouse Properties, Inc. 1Lpf 1AAP9ROV15, E;)4.-4Ltlokie, 1.1111.0.111ME DRAWING TITLE tura. rt4s44, l4011Es.,$ PROJECT NUMBER -r-4- DRAWN BY 2J CHECKED SY=.1V\I DRAWING NUMBER CITY O T •!) . r- 9 Gli1Ulti\ii3 A gmen Dis D: • Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, Seattle, Washington 98119 Telephone 206) 281-8700 i mgc acp CAL_ l2`-(AN,DLe- !IOV. TOUT' 121tA - U 0 Tu r...Er' W'.' • 20s YM— WM'L- Ot.11t.0 4 MoUoh" e,rL`t 001-5./.75 No -m:7 oT'HEI IE-- 2 S VAc.. 451AuSW WALL MOUNT 12' /4F-r- UIJ s 1,10T OTN5 Ni ., w/ Lcp Q !,pIgo- - OUTS -T A10001 0.. 12." 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I1J t...-) 1 E 106v/ 07/6" (,Wt37 IV 1 •.- tJ P Tb g$ 71 .,le.--TLI . i. h•K'r04. 66e,:pat,i PRcravnn F cemekes 4 sit74,74,6 taAGk) A s:311 iY►= -r s .a q1 in= —y (z)41/1 x'z "'1 W3 ;a , : SR'G;1 Je.. t-- s�+�l` Pte:. rT WF1 E, 1zc 41A;.. L, Cs a� �+ • j r.,F!ray 4..L` qo° 'E P r n not-4, P14o .4,:r LEAST 4' -cp' IIJ 1,61.4643 -t, GGi1fL AN1Po It --iclM tom= .f3'- a VLoI.1C. PI11J CJ1' F3° - iTiol4 1 --3" -- !t-e• 5 8 9 m111Il11111111111 IIUIIIl1 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 1 OL.1710 t� 1N trx41 1i ,, 1& o.G. G.tu' v1iL 11,10o Gbo1?- P k -- .2x4, PAINT T7 riA-r &H raICI2 ---- t-t IJ to C-15e42.-. LL- /___ 5 /s" &w, f,. • f:'I' c46.42Perr. %1r 6 u; MAR 2 31887 tt•i 1•e ;.;itU DIVISR')N RECO\I CITY OF ti.K,NILA MAR 2 1987 81,11(-01•° °EV( SA `.. Y QQ RORAT1ON CONSULTANTS • REVISIONS DATE iL - E MI rrt -a... `I G� G.i•i `i All drawings and written material appearing herein constitute the original and unpublished work of Office and Warehouse Propertlas, Inc. and the same may not be duplicated, used or disclosed wltfout the written consent of Office and Wa. house Properties, Inc. DRAWING TITLE P .I L. PROJECT NUMBER i °1''. DRAWN BY sP..J 7 CHECKED BY .mil Yv DRAWING NUMBER Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, rattle, Washington 98119 Telephone (206) 281 -8700 ,q±' x,440. Wv: }` nl.' WS, X3'.4: +'P;S"Yi,Br."-AJ`'.t+ "i +.^iY•3 = *�`+d 16Xi#r`ad�i!e�'`rl'. f"4 JAG IZX 10. co --• xrAi"1./c4J .. 4u or L c:v.p1NU tz' • -- 1571 fit! it.CJIIJt ' Z"cJc. PILL (Now 6uc� PAW kANnL- v It e1 s -.� . 111/2' 4 I- u1xemis7 ID . I %" SAB EY CORPORATION iftEGISTEREDI 1 TE T J STATE/ Lot.p4,. c�c.L LLDAVI N () t k �!�3.it: -ro 1 %4' (, fP) - y4 c - J NI r W W2.A.i,. (� 0 Lake -J t: ' hj a !,'''f "r' I III!' p L. ¶ tJ' 7o n (4 r J l Lt)' LJ t:, /k'V.J t.U' K‘61. ) w .a.P p .i * A x cowc. reoi ‘,v/ 4tc.}- '. re' 0. t.... /7-rAi 1/4, 1 ,. 411 LO,L01 PE-:11A l' " ; �, } 4' 4 -)(19,64J.4-.4c4.1 G7f3*. °iVi pG (40) _(4)8 2.'; C M i V � -�►4J. CONSULTANTS HAAL-712_4NL, /&.j.1() '_. Lr 1b ecl1C., V �..;.. 8 Nam 1�"." rIr - 10 . * *Igdw 211 /-z., r X ' Vf!' 10 LJ - 14 'w/ *4 (a Imo„ ©.G-. r)l T 4w4Jra,i r7 ZI' co.kt . It...l. (Nola -- Wp riAre. Arfi TRakt Why rz. IVX 14" x / ?' c��g.l L..)4.7 LLD -to Po4.i AKV .5 ti :.i 1.1n . .. do 'ter.- i`'- c-JTY of V11,IIV! I.■ REVISIONS DATE 2 - u0-8-7 e-,14A1TTAtr ro e_ T`( All drawing. and written material aopeving herein Constitute the original and unpublished .vork of Office end Warehouse Properties, Inc. and the same may not be duplicated, used or disclosed without the written consent of Office and War,house Properties, Inc. T:KANT IM19\1 EJTh C T L r✓x .Toni .. `,iii' A1'1'Iis+1lr.D MAR ti 3 1987 PROJECT NUMBER T-4- DRAWN BY 1::)„I 5 CHECKED BY irli[U i3Uii.DiNG DINISeOrN RECEETv CITY OF 4 It ;‘"t: \ is) • MALAYA() DEV-r. DRAWING NUMBER A-9 of 10 Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, Seattle, Washington 98119 Telephone (206) 281-8700 vsIAIIVP CM 'tiiIt nninn iiuiuli i lilnn Iinlun i ilini 8 9 �30 11 - 12 13 14 iiuhtii ii'irlii i iuiliitt iii "illln niiliui iiiihin infIIIiJ iinlii i 'S r,i "j +3, ,'ke•�•�1•(«,�{�,N' y-.w_�;�+yz - z�v.�.nmi*rv3�= ^L*.?, ;±`fx,m- ,5��+ 4 FII P,H SCHEDULE DOOR SCHEDULE SPECIFICATIONS DIVISION 1 - General Data M.re- r 161.16 G4011 acacia- DIVISION 2 - Sttework Civil drawings to be provided at a later date. Ail site work under separate permit. DIVISION 3 - Concrete Concrete work shall be performed in accordance with all local and state codes. DIVISION 4 - Masonry - Not Applicable DIVISION 5 - Metals All new handrails to be 104' diameter steel pipe, ground all welds smooth. Primer and paint as specified. DIVISION 6 - Wood & Plastics Casework All casework to be detailed per drawings. All exposed surfaces to be 1/16' high pressure plastic laminate. Plastic Laminate All P -lam to be 1/166 high pressure plastic laminate. P -Lam 1 - Lunchroom cabinet - Wllsonart Thistle 048 -6. P -Lam 2 - Restroom counters & toilet partitions Wllsonart Pepper Dust 0327 -6. DIVISION 7 - Thermal & Moisture Protection - Not Applicable DIVISION 8 - Doors, Windows & Glass Deor Types A. Kawneer 350 series store front doors or equal. Finish to match mullions. Provide Clpco 197 offset pull door plus w /med bronze flnlsh. 8. 1.3/4' solid core plain sliced red oak. stain w /ST -i C. 1 -3/4' solid core plain sliced red oak. stain w /ST -1 D. Woodfold Model 240 red oak custom stained w /building standard stain available thru Lair Swanson 632 -2877 sotto-core paint V1de•.bllril. '; , 3 -_' F. 20 min. rated hollow lls;ta) (insulated If exterior door). G. 1 -314• solid core dutch door paint grade birch. H. Hollow meta', Frames Door and rellte frames to be red oak to office area only, stain w /ST -1. Hardware All hardware to the ASSA w /US108 finish. All tocksets other than store front doors to be ASSA series 504 w/636 handle. All passage sets to be ASSA series 1498 w/636 handle. Hardware Groups 1. 3 pr butts. lockset, closers, flushbolts,W.,e,'j'1.I .left le-IP '5lcl:' PQ':�.'('`fra 2. (1) 8' -0. O.H. concealed track, (2 sets) 3 pr butts. ( sets) r(2) roller trucks (1 fixed), wire pulls (2 req'd) 3. 1% pr. butts, latchset, silencers, wallstop k. 1% pr. butts, lockset, silencers, wallstop 5. All hardware included w /door 6. 3 pr. butts, lockset, flushbolt0 vallstop,W 7. 1% pr. butts, lockset, smokeseal, wallstop, closer 8. 2 pr. butts, latchset, silencers, wallstop, flushbolt, hold open I4 141,m T upper K of door 9. 3 pr. butts, lockset, smokeseal, floor stops, astragal, closer, flushbolts 10. 1% pr. butts, closer, silencers, latchset, rallstop(LD( *.y161dl�.b?� )Z(e.I) 11. 1% pr. butts, lockset. closer, weatherstrip, wallstop 12. 3 pr. butts, lockset, BEBBegeempi, astragal closers, flush bolt, weatherseal . Cam' S'T0ps` W L.644.41) Glass 1. All new exterior glass to match existing. 2. Ail interior relltes to be tt' tempered unless otherwise noted. T. Smoked glass to DIVISION 9 Finishes Comet (CPT) be V.01-1104e I/1-4 "V` !'ONZIs- Cei Q:tiA.l_, RJLL O C ?T -1 Mohawk Level Loop AOC /805 nahle Brown CPT -2 Mohawk Cut Pile 8RR /805 Sable Brown CPT -3 Carpet Tile - Patrick Carpet Nuevo 179317 Thistle Down Vinyl Composition Tile VCT -1 Armstrong Excelen Civic Center 11 052110 Natural Ceramic Tile CT -1 Restroom floor Tile - Daltile Keystone 0DK -125 Mottled Light Brown C1 -2 Restroom Wall Tile - Daltile - Leader Line 19135 Almond walkoff Mat Manchester Sales, Ltd. - Lounge 106 Brown Provide a black reducer strip A perimeter Note: Provide a black reducer 0 carpet /tile, carpet /concrete, the /concrete transitions Paint (P) All walls to be painted w /Parker Paint or equal •P -1 General - Exposed GWD surfaces, 2 coat process, tint primer to match final coat, eggshell enamel P -2 Toilet Rooms - Exposed GWB surfaces 3 coat process, 2 coats alkyd enamel, eggshell finish P -3 Birch Doors & Frames - 3 coat process, 2 coats semi gloss alkyd enamel P -4 Metal Doors & Frames - 3 coat process, rust inhibitive primer, 2 coats semi -gloss alkyd enamel P -5 Exterior Mandrel's - Paint to match mullions, 3 coat process, rust Inhibitive primer, 2 coats semi -gloss alkyd enamel P 6 •tp MAYG4l i�CN?(j►J(7 J ILbikk, c:o1.�,. Go( -oR. • P -7� � li hAdUtp) - pR-p2 'PG �+1tJi I(JV Stain ST -1 Daly's Intermixes Pecan /Ash Sample 1601A DIVISION 10 - Specialties Toilet Partitions - K''ckerbocker, Metropolitan Plastic Laminate Series. Cover w/P -Lam 2 Acrr.SS Flooripo Floating Floors Inc. or equal 1:' hick Toilet Room Accessories Soap Dispenser - Bobrick 8 -829 or equ•• :1 Feminine Napkin Disposal - Bobrick 8 -270 or equal Mirror - Cut to fit caulk at base attach w /metal clip Paper Towel Dispenser /Waste Receptacle - Bobrick B -3947 or equal Toilet Tissue Dispenser - Oobrtck 8 -2740 or equal Feminine Napkin Dispenser - Bobrick 8 -282 or equal Toilet Seat Cover Dispenser - Bobrlck 8 -221 Fire Extinguishers - 2AIORC, 5 required Fire Extinguisher Cabinets - Office - Samson BIBT Paint P -4 (2 required); Warehouse - Samson 818 (no paint) (3 required) DIVISION 11 - Equipment Dock Bumpers - Dockmaster Type US -T -22 Hy -lo or equal Dishwasher - G.E. 1tede1 1GSD5000 DIVISION 12 - Furnishings - Not Applicable DIVISION 13 - Special Construction - Not Applicable DIVISION 14 - Conveying Systems - Not Applicable DIVISION 15 - Mechanical Plumbing Fixtures & Trim Sink - Elkay CR2522 Lunchroom Sink Faucet - Central Brass 01722 -A or equal Toilet - Kohler Kingstron K- 4430 -ET wall hung toilet Restroom Sink - Kohler Radiant K -2916 Restroom Lavatory Faucet - Kohler 0K- 7401 -T or equal Mop Srift tnk - Fiat Products - Molded Stone /MS63624 color to be 1231 White D .MO0'3Ink Faucet KOhler•K- 1963"o "r"equal` Urinal - Kohler Dexter K- 5014 -T Drinking Fountain - Halsey Taylor Model 16600wC DIVISION 16 - Electrical Llgh413 Flx4ures 2 x 4 - Lithonia 2GT440 Al2 or equal 8' -0' long 2 tube fluorescent fixture - Lithonia C248 /296 or equal 4' -0• long 2 tube surface mounted fluorescent fixture - Lithonia Le 240 or equal 0ewnitght . Kurt Versen 1C7347 or equal Exterior Light Fixture - Lttheel& HITEK TW 70 or equal 2.S3 5 8 9 10 11 1 13 14 11n1�i11 111111111 .11101111 )lulu 1 1111 111 1111 1111 iiii 1111 In1 1111 Iiil1lllr 1lilltlll rnillni 11,111.11 t►111)1i1 111r11fii I DOOR CERAMIC TILE , / I WW 1. yN y � u- u CERAMIC TILE I. 4" R.B. Ce w {{... in MAT I. C.T. WAINSCOT x CL $ OTHER C.T. WAINSCOT Z o_ 101.1 C.T. WAINSCOT 1 PAINT J a [ S.V. WAINSCOT J C.I. WAINSCOT I PANT __ r • S.V. WAINSCOT 1 GYP. BD. /FAINT' ---. Q 1 a. 0 EXIST /PAINT t ___ -- 1eeI1- i- - X 3° x 7° 110. FLOOR BASE WAL ." REMARKS NAME MAT L MAT IL NORTH EAST gOUYM WEST NAT L FIN H . 101 03 Reception Corr dorCe 1 2 X X 11 . _ Q,& 1 n I I 11 111 1 Inn 111 G1•ss 1081 1 11.11 . 11 81-6" 8� -6a 0 1 See plan for mat. IIIIF 108.1 11Q,1 105 06 1 108 110 Dim,r4gr, en. r. P rol /P rsonnel Offic Training I.C. ■1MM ■ ■ . �n�n1 ' 2 1 1 1 2 j( �' rIII 1111 1 I ■■ ■ ■ _ liLt II 11__11 ,n 1112 n 111 '■ -_.^ 112 114 Officeg 115 116 18 Open Office u Tel Coce Cut R • 'r, Cor ____., ■ 1111 1,1) _! .nu ac urer o ver y openinrr Size ,n C 10' 3• x J a it 0 1 n 122 1 22 ■ \.• "- e■ •••• / 19 120 Operatonson 9r EngI eers 122.2 'A 121 122 Tervice Mgr. Tecc om -ro 11 Birch Oak -Pr -3 -1 HM Oak • - ST -1 6 •a r 3 125.1 1 .T 123 124 Lunc roola W IRen's R str,•m M en s Restroom Corridor 2- 10 •rov de sfgnage as required Tr restroolas 10 se 2 2 2 1 * See Elev. . for Ct. 126 2 1 1' .1 129.1 1 1 t - Locations 128 Dis. a1eR.o�r 2 _' A.16 l 137.1 r'- Raised Floor. See Spec 12• 3Sa q i�1 Demo Room eqs 1 ,Ito I � r 139.1 1 -�- , 3' -6 x 7° .. Birch 7141c1 PT -4 PT -3 ---PT-4 �__ 4 A A 32 Oftice Word Processing 'a r nsu a e. InsuhaDes Pair „� r •a r i 1 EE E x 7 3° x 7• 114 143.1 43. F G ` -T1Fi Birch P "i -4 PT -3 144. 145.1 'r' FF corridor/Files CC_ Sr r' HM 2 F9�1 131 a PT- 4- PT- 4 0 l 4. i 11111 I ,. 1 2 . ■ ■ ". 135 136 r1 CSR . 138 Open Office ._„■. 2 X 139 140 Corridor Janitor Closet 'Elec. 2 ,. Clean Slab 141 142 Closet Mot-. Purchase e Mc. • X X 1 1 Clean Slab [43 44 Receiving Warehouse X _X _ X - . s \ yen , Clean Slab 145 Warehouse .. - - - - - - ,,en Clean Slab SPECIFICATIONS DIVISION 1 - General Data M.re- r 161.16 G4011 acacia- DIVISION 2 - Sttework Civil drawings to be provided at a later date. Ail site work under separate permit. DIVISION 3 - Concrete Concrete work shall be performed in accordance with all local and state codes. DIVISION 4 - Masonry - Not Applicable DIVISION 5 - Metals All new handrails to be 104' diameter steel pipe, ground all welds smooth. Primer and paint as specified. DIVISION 6 - Wood & Plastics Casework All casework to be detailed per drawings. All exposed surfaces to be 1/16' high pressure plastic laminate. Plastic Laminate All P -lam to be 1/166 high pressure plastic laminate. P -Lam 1 - Lunchroom cabinet - Wllsonart Thistle 048 -6. P -Lam 2 - Restroom counters & toilet partitions Wllsonart Pepper Dust 0327 -6. DIVISION 7 - Thermal & Moisture Protection - Not Applicable DIVISION 8 - Doors, Windows & Glass Deor Types A. Kawneer 350 series store front doors or equal. Finish to match mullions. Provide Clpco 197 offset pull door plus w /med bronze flnlsh. 8. 1.3/4' solid core plain sliced red oak. stain w /ST -i C. 1 -3/4' solid core plain sliced red oak. stain w /ST -1 D. Woodfold Model 240 red oak custom stained w /building standard stain available thru Lair Swanson 632 -2877 sotto-core paint V1de•.bllril. '; , 3 -_' F. 20 min. rated hollow lls;ta) (insulated If exterior door). G. 1 -314• solid core dutch door paint grade birch. H. Hollow meta', Frames Door and rellte frames to be red oak to office area only, stain w /ST -1. Hardware All hardware to the ASSA w /US108 finish. All tocksets other than store front doors to be ASSA series 504 w/636 handle. All passage sets to be ASSA series 1498 w/636 handle. Hardware Groups 1. 3 pr butts. lockset, closers, flushbolts,W.,e,'j'1.I .left le-IP '5lcl:' PQ':�.'('`fra 2. (1) 8' -0. O.H. concealed track, (2 sets) 3 pr butts. ( sets) r(2) roller trucks (1 fixed), wire pulls (2 req'd) 3. 1% pr. butts, latchset, silencers, wallstop k. 1% pr. butts, lockset, silencers, wallstop 5. All hardware included w /door 6. 3 pr. butts, lockset, flushbolt0 vallstop,W 7. 1% pr. butts, lockset, smokeseal, wallstop, closer 8. 2 pr. butts, latchset, silencers, wallstop, flushbolt, hold open I4 141,m T upper K of door 9. 3 pr. butts, lockset, smokeseal, floor stops, astragal, closer, flushbolts 10. 1% pr. butts, closer, silencers, latchset, rallstop(LD( *.y161dl�.b?� )Z(e.I) 11. 1% pr. butts, lockset. closer, weatherstrip, wallstop 12. 3 pr. butts, lockset, BEBBegeempi, astragal closers, flush bolt, weatherseal . Cam' S'T0ps` W L.644.41) Glass 1. All new exterior glass to match existing. 2. Ail interior relltes to be tt' tempered unless otherwise noted. T. Smoked glass to DIVISION 9 Finishes Comet (CPT) be V.01-1104e I/1-4 "V` !'ONZIs- Cei Q:tiA.l_, RJLL O C ?T -1 Mohawk Level Loop AOC /805 nahle Brown CPT -2 Mohawk Cut Pile 8RR /805 Sable Brown CPT -3 Carpet Tile - Patrick Carpet Nuevo 179317 Thistle Down Vinyl Composition Tile VCT -1 Armstrong Excelen Civic Center 11 052110 Natural Ceramic Tile CT -1 Restroom floor Tile - Daltile Keystone 0DK -125 Mottled Light Brown C1 -2 Restroom Wall Tile - Daltile - Leader Line 19135 Almond walkoff Mat Manchester Sales, Ltd. - Lounge 106 Brown Provide a black reducer strip A perimeter Note: Provide a black reducer 0 carpet /tile, carpet /concrete, the /concrete transitions Paint (P) All walls to be painted w /Parker Paint or equal •P -1 General - Exposed GWD surfaces, 2 coat process, tint primer to match final coat, eggshell enamel P -2 Toilet Rooms - Exposed GWB surfaces 3 coat process, 2 coats alkyd enamel, eggshell finish P -3 Birch Doors & Frames - 3 coat process, 2 coats semi gloss alkyd enamel P -4 Metal Doors & Frames - 3 coat process, rust inhibitive primer, 2 coats semi -gloss alkyd enamel P -5 Exterior Mandrel's - Paint to match mullions, 3 coat process, rust Inhibitive primer, 2 coats semi -gloss alkyd enamel P 6 •tp MAYG4l i�CN?(j►J(7 J ILbikk, c:o1.�,. Go( -oR. • P -7� � li hAdUtp) - pR-p2 'PG �+1tJi I(JV Stain ST -1 Daly's Intermixes Pecan /Ash Sample 1601A DIVISION 10 - Specialties Toilet Partitions - K''ckerbocker, Metropolitan Plastic Laminate Series. Cover w/P -Lam 2 Acrr.SS Flooripo Floating Floors Inc. or equal 1:' hick Toilet Room Accessories Soap Dispenser - Bobrick 8 -829 or equ•• :1 Feminine Napkin Disposal - Bobrick 8 -270 or equal Mirror - Cut to fit caulk at base attach w /metal clip Paper Towel Dispenser /Waste Receptacle - Bobrick B -3947 or equal Toilet Tissue Dispenser - Oobrtck 8 -2740 or equal Feminine Napkin Dispenser - Bobrick 8 -282 or equal Toilet Seat Cover Dispenser - Bobrlck 8 -221 Fire Extinguishers - 2AIORC, 5 required Fire Extinguisher Cabinets - Office - Samson BIBT Paint P -4 (2 required); Warehouse - Samson 818 (no paint) (3 required) DIVISION 11 - Equipment Dock Bumpers - Dockmaster Type US -T -22 Hy -lo or equal Dishwasher - G.E. 1tede1 1GSD5000 DIVISION 12 - Furnishings - Not Applicable DIVISION 13 - Special Construction - Not Applicable DIVISION 14 - Conveying Systems - Not Applicable DIVISION 15 - Mechanical Plumbing Fixtures & Trim Sink - Elkay CR2522 Lunchroom Sink Faucet - Central Brass 01722 -A or equal Toilet - Kohler Kingstron K- 4430 -ET wall hung toilet Restroom Sink - Kohler Radiant K -2916 Restroom Lavatory Faucet - Kohler 0K- 7401 -T or equal Mop Srift tnk - Fiat Products - Molded Stone /MS63624 color to be 1231 White D .MO0'3Ink Faucet KOhler•K- 1963"o "r"equal` Urinal - Kohler Dexter K- 5014 -T Drinking Fountain - Halsey Taylor Model 16600wC DIVISION 16 - Electrical Llgh413 Flx4ures 2 x 4 - Lithonia 2GT440 Al2 or equal 8' -0' long 2 tube fluorescent fixture - Lithonia C248 /296 or equal 4' -0• long 2 tube surface mounted fluorescent fixture - Lithonia Le 240 or equal 0ewnitght . Kurt Versen 1C7347 or equal Exterior Light Fixture - Lttheel& HITEK TW 70 or equal 2.S3 5 8 9 10 11 1 13 14 11n1�i11 111111111 .11101111 )lulu 1 1111 111 1111 1111 iiii 1111 In1 1111 Iiil1lllr 1lilltlll rnillni 11,111.11 t►111)1i1 111r11fii I DOOR FRAME , / I i/ .1. RATING HDWE --- --• "'' GROUP REMARKS N0. TYPE OPNG SIZE MAT I. FIN. MAT'L FIN � KEY GROUP 101.1 M C 6' x 7' 3' 7' Alum /GL Oak Med Bronze ST -1 Alum Oak Med Bronze ST -1 A 1 Pair 1eeI1- i- - X 3° x 7° _ Q,& __ _ 1081 IIIIF 108.1 11Q,1 � -. 111.1 liLt t , 1,1) _! .nu ac urer o ver y openinrr Size 1} �} C 10' 3• x J a it 0 1 122 1 22 \.• "- � -' •••• / NM 122.2 'A c 6° x 7' 3° x 7° Birch Oak -Pr -3 -1 HM Oak • - ST -1 6 •a r 3 125.1 .T 10 •rov de sfgnage as required Tr restroolas 10 126.1 7. 1' .1 129.1 131.1 13g:1 _' A.16 137.1 r'- w PT- 4..__. PT -3 _ r/ ,Ito r 139.1 1 F E 3' -6 x 7° .. Birch 7141c1 PT -4 PT -3 ---PT-4 �__ 4 A A - 20 Min. 0 u 9 II 'a r nsu a e. InsuhaDes Pair „� r •a r 1.1.1 142.1 EE E x 7 3° x 7• 114 143.1 43. F G ` -T1Fi Birch P "i -4 PT -3 144. 145.1 'r' FF x 6° x 7° r' HM ___birch • -4 _ PT -4 F9�1 131 a PT- 4- PT- 4 0 l 4. 1. It -r 12.,.0 Li pea-, I c-� ND. 10716-Kr oI r.zPn25 tJ 7' <..--`11. S - boo'rz. 1 L kJ-f-'. I . r1zoV1 C 4-A0(1-7-1E2- To 0Fi.1 4 U_ L.,0637 DOOR -rYr 1 I . T_ -I rr- f-d AL r- y� -rr11P5Kr.P tote PUt.0 f 11 , / I i/ PLAIN 51.-IGg17 F P OA.r'. �7A1 N 5T-1 (5V.e. Sr -.) !/ ` L-i I b • `TYPE: ti elKt 1 RkIN -" �r!3 -TY�� t 13Ip H Phir`•ii 1 it 'r' H M, °Ai :\I PT -4- `TYPE. rr' HM PAINT I I i I�I Jr - ro9 'F' Hil " YP )' -TYnF- . HM p1,A•I , f>I-IC- Q 51'AIN 5%-1(SF 5pLG T (I' 1/,' olgem rA.IN -r r'T 3 PvAiN .51-1G5,0 t OAK STAIN ,1-p) He LOW Mtr�L TAINT 1'-=4 Sri Air 2 3 1987 RECEIV 't3 CITY OF ToK v,`IL.A MAR 2 - 87 MUILoiNtT SABEY. CORPORATION REVISIONS DATE 2 - up-ef'1 - L1 Y\rr1 ., 17o Gird', All drawings and written material appearing herein constitute the original and unpublished work of Office and Warehouse Properties, Inc. and the same may not be duplicated, used or disclosed without the written consent of Office and Warehouse Properties, 'no. 3A'C 2 5l.)II..17IN6 TENANT I MPKoV5MENTS CDR DRAWING TITLE POOR jGH5I7U+. , i O'M 56:1-15121)1,Z. .51's= 6,1 I' IG:ATIOr'Ib PROJECT NUMBER DRAWN BY K9 CHECKED BY - �)V�%L.• DRAWING NUMBER Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, Seattle, Washington 98119 Telephone (206) 281 -8700 1 100700 I . w Proposed Grade Grout SITE ,'s Rey id Woter'TIgN Plug Al Dead Ends — 6 Concrete Bottom Poured In Place 8y Contractor Per Renton Concrete Pro 4ucts Private Bard Drain" Or Equal 2" Comported Depth Class B Asphalt Concrete IA" Min. Composted Depth Crushed Surfacing Top Course To Be 2 I /2" Min. Compacted Depth Crushed Surfacing Base Course TYPICAL PAVEMENT SECTION Not To Scale VICINITY , MA Not To Scale Y2 0O. 0.35' Not To Score Not To Scale SCALE Ft 9Yiia� C.f3 .et 1-. P Gi f '. , .�%� � !'i ter, Co Z; Gz ,, y;cf ,-"44).! • �7 T.13.1% Top of brass cap Inside monument case located at Intersection of Andover Park East and Evans Bock Drive. Elev. a 24.09 Existing LEGEND o - Metal Post for Parking Lot Light 0 - Water Blowoff ® - Steel Column for Covered Walkway FL - Flowlkt• Tif✓ - Top of Sidewalk TC Top of Curb Elev. co Gracie to Drain tl-- - Cteon Out ("ryp.) - Ex. s/w per orig, topo.'pre pared by E,S.M.,Inc. Doted 2/25/87 - 1- Ex. s/w per field investigation dated 3/13/87 -Prop. sew 84 loading ramps II_4R7— ,'1/2:27/7"-7/.° : E , rs. .3r. c; on r. 2c. r \ \ \\ \\ \'\ 1. \ \N\ \\\\ \\\\\N \\ \ \ \ \\ LX�/ G72 ', !_a 271'e LEA 25/5, 2'!P'r 9 gc5).6 '!TO/, 7 ' A=Z�/Ge-17222; SECTION X — X Not To Scale »r 15..• � f . 12.33 , .T-X. or, Co.TC h� /•E = 1.9 at. .N.b` chengt/ ,e, 36, , Nj G'oAE .—=,l eta CONSTRUCTION NOTES - e- ; Gv * r g c' .r- `1/45. , // t7// fJ ,t:. ?i ir-7 /r sl%,12/C/727//-7 G 7i t ''' 1.%v .45 GENERAL NOTES 1. All work and materials shall be in accordance with the City of Tukwila Standards and Specifications and 1984 Standard Specifications for Road, Bridge and Municipal Construction (State of Washington). 2. Existing utility locationg, are approximate only. It •hall be Contractor's the responsibility to verify locetiona and inverts prior 1 Soo- to4Conatru 'tion. For utility locations in king County call 3. A copy of the approved plane met be on the job site whenever construction is in progress. 4. All dewatering required shall be done in accordance with Section 7-11.301), 1984 Standard Specifications for Roed. Bridge and Municipal Construction `(State of Washington). 5. Where new paving matches existing paving, apply tack coat for proper sealing. 6. Soil compaction shall be in accordance with ASFN D -1557 (Modified Proctor). 7. Pipe excavation. backfill and bedding shall conform to Section 7 -04 of the 1984 Standard Specifications for Road , Bridge and Municipal Construction (State of Washington). Unless shown otherwise, bedding shall be sand or pea-gravel. in accordance with Section 9 -30.7A of, the 1984 Standard Specifications for Road,' Bridge and Hunieipal Construction'(Stata ' of Washington). Remaining backfill and compaction shall be in accordance with Section 7-04.3(3) of the 1984 Standard Specifications. {ester settling will not be allowed under roads or walks. Compact trench backfill to 95x. '8. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 -02.3(1) of the current State of Washington Standard Specifications `for Road and Dredge Construction. This shall include necessary leveling of the trenc bottom oor the to of the foundation material as well asgplace otyt'T Y s and compaction of required bedding saterial to uniform grad • 1�, OF TU that the entire length of the pipe will be supported on 1 uniformly' dense unyielding base. 'If the native material'• the A P P Fit O V bottom of the trench meets the requirements for "Gravel t! Min for Pipe Bedding" the first lift of pipe bedding nay be fitted j4/,, provided rovided the material in the bottom of the trench is le se ed.-7) regraded and compacted to for a dense unyielding baser L� p ijir 9. Unless otherwise noted, storm drain pipe shall be rub e•i: ed conctet a (AST C -14-II or AST't7 C- X76 -II) galvaniu4 at ei1 vit'tFIT ! asphalt treatment I or better, e1uainjaad steel lype I( or better (16 gauge min.) helically corrugated metal pipe With wa "night connecting bands; polyvinylchloride pipe (PVC) AWN D 303 SDR 21, or equal. Corrugated plastic pipe (CCP) shell be as manufactured by ADS or equal. 10. Construction „of devatering (groundwater) system shall be in accordance with the APVA Standard Specification, Section 61 -3.02. 11. All disturbed areas not receiving landecapiog shall be bydroseeded with rye grass. $lading , hale be done using an approved hydroasedet or as otherwise approved by tint County Uepdrtment of Public Works. Seeding shall be used oniyr between April and October. King County will not releases the performance bond until the $rasa has germinated. 12. The Coritlrsctor shall be responsible for cleaning and flashing all storm drains prie,t to acceptance by the Owner. 13, Contractor Abell be *were that within the existing Lendaceped area there is evidence of existing itrigatios pipe and sprinklers. Contractor shall repair /replace any damage. as requited, u a result of the p • "•'° led 3stod! Mate eteratructio,i "�a :::�i atasw ,y,. BUILU1t ti S8./ER :GttECKED J :WNJ.B. tr ATE Mar. • 1987 DATE OF spINT SHE ETS ' it ci;ES • CM. �rllhit t1'rtl'I° r 1111 )+ +ill lid iilliili_ fili11111 ►`l'+h n f illfn +'i %l +Iii II t,IY tulle Ili i+i l+i l iii i l+ni ilnluii + • r., ,,.w ..z..,...,., ;,