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Home My WebLink AboutPermit 2769 - Warehouse Property Associates - Building BCITY of TUKVLA Central Permit System Permit no. .2 7(o9 Control no. 84-098 BUILDING PERMIT ;769 DATE OF ISSUANCE EXPIRES JOB ADDRESS 1171 Andover Park West (Building B, Project 222) When no activity for 180 days LEGAL DESCR. LOT NO. BLOCK TRACT Q SEE ATTACHED SHEET OWNER Warehouse Properties Assoc. _ PHONE 329 -7075 ADDRESS 3201 Fairview Ave. N., Seattle, WA ZIP 98102 CONTRACTOR Crow Roofing & Sheet Metal, Inc. PHONE 525 -5155 ADDRESS 9500 Aurora N. Seattle,WA ZIP 98103 LICENSE NO. CR- OW- RS- M374N0 SST NO. BUILDING USE Warehouse . TENANT Multiple CLASS OF WORK ❑NEW ❑ADDITION ❑REMODEL ❑REPAIR 0 T.I. [MOTHER (Specify) Reroof 1st FL. BLDG. AREA 96,800 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORYS TOTAL S.F. VALUATION I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AN THAT N AUTHORIZED AGENT FOR THE PROJECT. FEE DISTRIB. Ing Official COMMENTS: 96,8(10 BUILDING PLAN RVW. 64,236 325.00 DEMOLITION BOND OTHER TOTAL 328.00 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE SPRINKLERS SMOKE r TR N/A N/A - -- C -M OYES ONO OYES ONO FOR INSPECTION CALL 433 -1849 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy TENANT IMPROVEMENT APPROVAL: Date: Fire Department Date: Building Official TIJIC DC I►AIT 11/I 1 Ier r r nnnTrr. r.nrainn1# i irN11n1 v /11%1 n1111 r.awm•. CPS Form 1 lac PL-A1H (1 G2-02.� , 1110- )177 Cu7darb Ruiz Liim -;- L.. L :7 S That portion of the Southwest 1/4 of the Southeast 1/4 of Section 26, and of the Northwest.1 /4 of the Northeast 1/4 of Section 35, all in Township 23 North, Range 4 East W.M., all more particularly described as follows: Beginning at the Northeast corner of the Northwest 1/4 of the Northeast 1/4 of said Section 35; thence north 87° 44 minutes 8 seconds West along the North line of•said Section 35, a distance of 30.0 feet; thence North 1" 47 minutes 29 seconds East along the West line of Andover Park West 115.66 feet; thence North 87" 55 minutes 02 seconds West 710.7 feet to the true point of beginning of this descrip- tion; thence South 87° 55 minutes 02 seconds East 440.7 feet to the Northwest cor- ner of that certain tract deeded to the 186 Corporation by deed recorded under re- cording No. 720131 -0143; thence South 14 47 minutes 29 seconds West along the West line of said tract 114.81 feet to an angle point therein; thence south 1° 51 mi- nutes 39 seconds West 682.19 feet to the Southwest corner of that certain tract conveyed to the t86 Corporation by deed recorded under recording No. 711110 -0109; thence North 87° 55 minutes 02 seconds West 440.7 feet; thence Northerly in a straight line 797.0 feet to the true point of beginning; TOGETHER WITH a non- exclusive easement for ingress and egress over and across a strip of land 25.0 feet in width described as follows: Beginning at the Northeast corner of the Northwest 1/4 of the Northeast 1/4 of Section 35; thence North 87° 44 minutes 08 seconds West along the North line of said Section 35, a distance of 30.0 feet; thence North 1° 47 minutes 29 seconds East along the West line of Andover Park West 115.66 feet to the true point of beginning; thence North 87` 55 minutes 02 seconds West 710.7 feet; thence North parallel with Andover Park West 25 feet; thence South 87° 55 minutes 02seconds East 710.7 feet to the West right -of -way line of Andover Park West; thence South along said right -of -way line to the true point of beginning; AND TOGETHER WITH A non - exclusive easement for ingress and egress over and across a strip of land 50 feet in widt'-.described as follows: Beginning at the Southwest corner of that certain tract of land conveyed to 186 Corporation by deed recorder under recording No. 711110 -0109; thence North 87° 55 minutes 02 seconds West 40.7 feet; thence South parallel to Andover Park West 50 feet; thenceSeuth 87° 55 minutes 02 seconds East 710.7 feet to the West right -of -way line of A-dover Par:. West; thence North along the West line of Andover Park West 50 fee: nit -e of less to the Southeast corner of said tract of land conveyed by recordi ^g No. 7111'.0 -0109; thence West along the South line of said tract of land to the point of ,eginning; 1 REVISIONS: G (- 711 x.1°1'// • Situate in the town of Tukwila, County of Finn,. State.of Washington, LESS the Westerly 216.6 feet of the above described property. RESERVING UNTO THE GRANTOR, an easement for railroad lead tract purposes over the East 37.5 feet of•the above described property. Ids TOGETHER WITH a common easement for truck maneuvering, underground utilities, ip- ingress and egress and for installation of asphalt paving over the following )r- described property; :st ;Beginning at the Northeast corner of said Northwest quarter of the Northeast :quarter of Section 35; thence North 87° 44 minutes 08 seconds West along the North line of said Northwest quarter of the Northeast quarter a distance of 30.00 feet to the West margin of Andover Park West: 'thence North 01° 47 mi- ,nutes 29 seconds East along said West margin a distance of .115.66 feet; thence ..North 87° 55 minutes 02 seconds West a distance of 494.10 feet to the true point of beginning; thence South 01° 51 minutes 03 seconds West a distance of 797.00 feet; thence North 87° 55 minutes 02 seconds West a distance of 56.60 feet; thence North 01° 51 minutes 03 seconds East a distance of 797.00 feet; thence South 87° 55 minutes 02 seconds East a distance of 56.60 feet to the true point of beginning.,,. SUBJECT TO a common easement for truck maneuvering,' undergrcund'utilities, ingress and egress and for installation of asphalt paving over the following described property: • Beginning at the Northeast corner of said Northwest quarter of the Northeast quarter of Section 35; thence North 87' 44 minutes 08 seconds West along the North line of said Northwest quarter of the Northeast quarter a distance of •30.00 feet to the West margin of Andover Park West;•thence North 01° 47 minutes 29 seconds East along West margin a distance:of 115.66 feet; thence North 87° 55 minutes 02 seconds West a distance of 437.50 feet to the true point of beginning; thence South,01° 51 minutes 03 seconds West a distance of 797.00 feet; thence North 87° 55 m:nutes 02 seconds West a distance of 56.60 feet; thence North 01 °. 51 minutes 03 seconds east a distance of 797.00 feet; thence south 87° 55 minutes 02 seconds east a distance of 56.60 feet to the true point of beginning. Fog- 1 -.4 ••• SHEET og- SHEET 140: j ji` .Srtr ir!yfirr,r "r,11" 75. 3. srr.,. `..t•n77,71q . Y ..r r r.'TY,7 76 ,.: • toi'f+�Nktr'41,;;;; /1 . {. �'Vij :a,.;; i�- -'•FY �1. Permit no. ,7ter•;/ 'CITY of TUK1h, 'LA Control no. 84 -098 Central Permit System BUILDING PERMIT %%6)9 DATE OF ISSUANCE .3610.6di JOB ADDRESS 1171 Andover Park West (Building EXPIRES Project 222) When no activity for 180 days LEGAL DESCR. LOT NO. BLOCK TRACT (� Tl SEE ATTACHED SHEET OWNER Warehouse Properties A8soc. PHONE 329 -7075 A dfS airview Ave. N., Seattle, WA ZIP 98102 CONTRACTOR Crow Roofing & Sheet Metal, Inc. PHONE 525 -5155 ADDRESS 9500 Aurora N. Seattle WA ZIP 98103 LICENSE NO. CR- OW- RS- M374N0 SST NO. BUILDING USE Warehouse TENANT Multiple CLASS OF WORK O NEW O ADDITION O REMODEL O REPAIR 0 T.I. MOTHER (Specify) Reroof BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF 'STORYS TOTAL S.F. VALUATION 96,800 -I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, Ate[,? THAT I- AM-, AN AUTHORIZED AGENT FOR THE PROJECT. /OW ER / AGENT SIGNATURE I LAPPROVED FOR ISSUANCE: c. mac t'/_f- -.r`., - -C.-- G .2- -- &-“ --- Butding Official COMMENTS: a Dafe f— 7/42 FEE DISTRIB. BUILDING 96,800 64,236 328.00 PLAN RVW. DEMOLITION BOND OTHER TOTAL 328.00 TYPE CONST. OCC, GROUP OCC., LOAD FIRE ZONE USE ZONE SPRINKLERS SMOKE r TR N/A N/A - -- C -M .OYES ONO OYES ONO FOR INSPECTION CALL 433 -184 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing unclose board complete and slope and /or and nailing framing nailing or OK to foundation OK OK occupy i Ja1Q'1/ /I( TENANT IMPROVEMENT APPROVAL: Date: Fire Department Date: Building Official TI-1IIC DCDIIAIT 11/11 10-T" nc and -rcn nriwinninr rir•rni..i ^wr ni sly MIAIO. CPS Form 1 RECEIVED i E 2 5 1984 CROW ROOFING & SHEET METAL, INC. �YCl• ail:., iiie�7s? Ps"`+ 1�3f', 1Ea.'' �3i�za '1e£32thC�".9fi??"�Fslrfitkl!�t ▪ ROOFING CONTRACTORS *• SHEET METAL WORK 4,C NEW WORK GUARANTEED February 23, 1984 Warehouse Properties 3201 Fairview Avenue E. Seattle, Washington 98102 Attention: Mr. Jim Hayes Re: 1141 to 1191 Andover Park W. Tukwila - Buildings B & C Gentlemen: * 9500 AURORA AVE. NORTH * SEATTLE, WASH. 98103 * TELEPHONE (206) 525 -5155 Our quotation for reroofing and related sheet metal on the subject property is as follows. Roof Surface, Preparation: Remove and set aside all existing sheet metal: perimeter coping for reuse. Remove and • dispose of all "existing expansion joints. Reroof Specification: .Includes a 3 ply fiberglass roof system by Owens - Corning Fiberglas. This system will be installed as follows - Mechanically fasten .1 ply of Owens- Corning Fiberglas 28 lb. fiber - 1 ;glass.base%.'sheet i4 ..Bas4::•sheet•''.is to be..'.fastenedrwith a : Berryfast tape and staple systein :that .is •Factory Mutual - approved for • wind ,uplif.r Hot mop 2 additional plies of Owens- Corning Fiberglas PermaiPly R fiberglass1ply'sheets and surface coat with emulsion •applied at the rate of 3 gallons per 100 'square feet. Interply moppings will consist of 30 lbs. per 100 square feet between each ply for' a total of 60 lbs. per 100 square feet. All base and ply •sheets will be carried to the top of the cant edge at the perimeters. Warehouse Properties February 23, 1984 Page 2 There will be 1 additional ply of Perma Ply R. fiberglass ply sheet and 1 additional continuous layer of hot asphalt installed at the perimeter, 6 feet wide. This additional roofing is installed to slow down deterioration of the roofing system in areas where water has been ponding. There will be an additional ply of 45 lb. fiberglass smooth surface cap sheet installed at the perimeters for reinforcement at these points. This material is also set in hot asphalt. • Raise all mechanical equipment. such that all roofing may run contiriuo,uslyAiiiider,. all ..such ;..equipment. Reset all mech'ahical equipment. Reinstall all metal edging. Furnish and install new expansion joints where applicable. Furnish and install all new stainless steel scuppers. Total; price $128,472.00, plus 7 :9$ sales tax. Our quotation' tdoes not include' building permit- and engine report that will be . a requirement. on this .job. This is a 15 year type roofing system and Crow Roofing 'Company will be issuing a 2 year guarantee. If you have_:any .further .questions regarding this quotation, please feel :free 'to call. ,Sincerely, T. ;3vIETAL, IN P:v HOUSE PROPERT ASSOCIATES Accepted:_ artner 2-23-84 HARVEY R. DODD & ASSOCIATES, Inc. CONSULTING ENGINEERS 2000':FAIRVIEW AVENUE EAST P.O: BOX 20038 SEArnE,) WASHINGTON 98102 -1038 (206) 328 -1500 May 20, 1983. �. Mr =James : Hayes /if WAREHOUSE'' PROPERTIES, -RAC: 320.1 `Fairview. A 1,enue East Seattle; 'Wagtiiigfon' X98102 " Subject: Re- Roofing of Project Building No. 186 & 214 1141 =1191 Andover Park West Tukwila, Washington ASSOCIATES E FRANK HOFMEISTER PE ARNOLD L LORVICK P E BRIAN J DODD P E JOSEPH M. BOZICH. P E RECEIVED MAY 2 3 1983 Dear Mr. Hayes: Pursuant to your request, we have reviewed the load capacity of the roof structure of the subject warehouses relative to the added Toad that would result from the installation of a new 3 -ply . felt and tar built -up roof over the existing roofing material. The portion of the roof which apparently . has gravel over the built -up roofing should be removed, and a new 3-ply_ built -up roofing installed directly, on the roof sheathing. Our review was based on an analysis of the .roof structure for the original structure as shown on drawings . prepared by Manson Bennett & Associates, Architect for the construction of the building in 1972. The configuration of the buildings is rectangular with exterior dimensions of 130' -0" x 737'-0" with the long dimension oriented on the north-south axis. Exterior walls of the structures are tilt -up concrete and the roof structural system is wood and consists of Berkley Panels, sawn wood purlins and glued laminated (glu -lam) beams. The Berkley Panels consist of 5/8 ". thick plywood over 2x4 joists spaced at 24" center to center that span 8' -0" between 4x16 sawn purlins that are supported on the glu -lam beams which are spaced at 24' -6 3/4" center to center in the north -south direction for Building 214, and 24' -0" center to center: in ' the north -south 'direction ,....for Building 186. The glu -lam beams are in a link ; span;:co`nfigu.ration with three equal spans of 43' -4 ". Our review analysis was based on the assumption of a total dead load of 11 lbs. /sq.ft. and a live load of 25 lbs/sq.ft. The dead load is the actual weight of the existing roof system, including roofing, sprinklers and lights and an additional Toad of 1.5 lbs. /sq.ft. for the new roofing. The analysis indicates that the components of the roof system will support the . added load within the allowable stress levels as specified in the 1970 Uniform Building Code. We are enclosing two copies of our calculations and two prints of the original roof framing plan for your file and for submittal to the Tukwila Building Department. Please call if you have any questions. Very truly. yours, HARVEY R. DOD & ASSOCIATES, INC. By: E. Frank Hofmei EFH /kp Enclosure Crow •Roofing & Sheet Metal Company 11 COMPUTATION SHEET JOB NO e.- -145 DATE licile SHEET __L.__ OF 4 We JOB NAME rJ se, Fha{J. A55OG.� J°�il 21 IN HARVEY R. DODD & ASSOC., Inc. v CONS: JG ENGINEERS COMP. BY JP CHK. BY 2000 FAIRViEW AVENI,E EAST PO BOY 20038 SEATIEE. WA 98102 (206) 328.1500 CONTENTS J, iJli��%r IZEYIeW ANAL.YSIs OF EXI5i71 ROOF" 57T&6TUIE ( \r (-N i D. L. l -t� P-cc -rice) opt() /-5 Nsf Ew's- Roofiv19 /,5 Par 24 -0 SAY'S @ 24 L a A: = 737' goo.r P/aV) e, ZPf shoMJ✓) 5/4#1636. S irYt lhr'' P/ya)ood 2x4 Jcitf'6 n.L, to Pvrli✓ts only Mix. ,ele�-f: ,meth. 3,o Pst 2.0 r I- 6.0 P5F 5 214 Z4.5(' (2i4) I 5or, J ' WIO1H 'L-1 TLr• c'P WALL TYP.' FIB COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST PO BOY. 20038 SEATTLE. WA 98102 (206) 328.1500 JOB NO .3 - 145 DATE 5- /9 `63 SHEET 2 OF 4- JOB NAME WarP_ oi,.SP, R2:77. As c. - Prnjec.4 #2J4 e: COMP. BY JP tom,,, .x � CHK. BY V. al * I1' /' 6 l CONTENTS mo ral R Iw 1) Gher k 2x4 Joi .is 24` o,G, — 4,1_= Les (G,O PJ1 t Z5 15'50 102.0 4e/ Purlivt 8.0 `— 3,5 = 7Lg, = 771 62.0 (7.766 _ y S 46, I 102.0 (7.7/ - 20) - 22.1# Z 2x4 -- S = 3. sea "3 A = 5.8`l A% OW) 44. (1Z' /) 5,56, _ /555 121... f _ z21* (3� ._ 5� 2 (5.4341) p6 Thr 420vyla.5 fv-) Ganef uZ dg /%o. snow la ti i✓1G. = /500 (1.15) _ /72,5 psL 95 ('145) . 7e p; 2. 2x4- j O15-IS @ 24210,G. arm ade�cztf� 2) Ghee .4x IU F ur! v - �Gn� P.O' spar) = 24.5 ' —.5G` = 24.0' (6-,O +5,O + 25.0F'(' ) - 206V' y 2907'5 J'l„,,„ .--='2q154 (z4.0d)2 = 20,88" - 21(24. c'- z.0. 5')) K Y44,04 - — 3.12 4-X16 - 5./45,f51/3 14 = Z = 1,124.°04. 4. 20.es OZ)(loao) 1-4,15 (.10 ed 3. I Z" (3)16190 2 (5e. I9) .= 83 psi = /761 psi f%F.- -L 2,'E : ,\/o, / - /5V pcL61,15)= 1725 psi, 2$ cave►t,s+r -es Sck.y OK. 60 r!/ /5) = 92 p I e COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEER20CX) FAIINIEW AVENUE EAST PO BOX 20338 SE ATTIE, WA 98102 (2O�)328•15� JOB NO ,'3"'" 46 DATE -121S3-_. SHEET 3 OF 4 JOB NAME WarethoOne,, Fkrp. As196, -Fiteck ZId 4166 COMP. BY \./P CHK. BY Fi4 CONTENTS Rooic Gkezic - zz.s (-2_q) 04,04 (/124.9) ZC)// +2#31 le 40 6( 225 (04),PF'54(2.4. 1)4 /&00 C/12411) oe-Recyinn ok 3) Ghez-k. . L. ae_arvi 5 Spar) 13ect61 4)421 - -= 40efrie4i) A = ptV) - 24•3Z e..e:),)r- load, -rroni For) iris GA.5 a oniform in.+. wt. tag= 24.54.Y34, r5f) -t- 35-/r4 920•VI IR. = )4 116* 74.35' .47 2-(24. 3392- 77.73 113 v ;crZ (z, 63 - z0.5)) = 10.73 2. -7,7,7304-102.) II? ' = 147307 63) 2052 — 1/4 Ciat)0. Fir" Conibthi,Y) A 2.4co P51 F; = /65 P51 4.34 X 2J /5 adesetufe th e c k , A — _ 22.5 472._)(240,33 ()4- bie;6/1 477 4?2-40 Can-file-ver beam x2e& =-- A= Hz-.4-llz • COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. iiCONSULTING ENGINEERS PO BOAR VIEW& VENUE EAS1 SEAT1LE. WA 98102 (206) 328.1500 JOB NO JOB NAME COMP. BY CONTENTS 85 -145 DATE 5 ` "'6'3 SHEET 4 OF 4' WAreiloO5e Prop. A,55 0c,_ - fzojo-f- - # 4G .1P CHK.BY F14• iooi StrvdVral �Zeviev� Cont -ul Number Su -0q5 1. APPLICATION'FOR PERMIT BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 DATE 3/Z 9/p4" TYPE CONST. jj�j /� ,/� JOB ADDRESS 44 `�Z7�Y /�}vAade/Z (/'4X./c- C.t, s-7-, eeji6j "8" (Geotre.cr Z ) LEGAL DESCR. LOT NO. BLOCK . TRACT %SEE ATTACHED SHEET OWNER 11)//gF 4 iiSE /PEQriES 455ot. PHONE 37.9 �'7o7S' ADDRESS 3z0/ ;costa ut E£J i%ve. ALI, 5EA7-rL . u)4, 2 IP c?ri72 . • + CONTRACTOR • ede,560 oe, F „,Ajs, ! ..cfe 1- / e7 -,/C. I,) PHONE 5-26 •••SS, ADDRESS 9.5-en 4,4o,t4 Ai., ,SEi -7T`E (U4 , ZIP 9y/0 3 LICENSE NO �p e...aw - e,s ,.M 3 -7L/A/o SST NO. BUILDING USE Ir(/A�er/kVe'S E. TENANT �/I/,(LT /ICE -- APPROVED - CLASS OF WORK ❑ NEW ❑ ADDITION ❑ REMODEL ❑ REPAIR uprOTHER (Specify) PEI BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL SF. 176/40.) 176/40.) BOND OTHER p 6F040 �IVALUATION $4P 4 34 NAME OF��aaPPUCAN (PLEASE PRINT) n �: E/t� c. �GTTl11,ir�. i tl CAD& / e brOaLIS Z Sot eicr- kle.rAC. rAk., ADDRESS C)SOO /'i4�ito . PHONE SzS"SArc I CERTIFY( THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, SI URE OF APPLICANT • DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC. LOAD . USE ZONE - AUTO SPRINKLERS RECt.1 DETECTOR _ 0 YES 0 No YES [] NC RVWJ PLANS: SENT . RETURNED APPROVED FEE DISTRIB. • BUILDING ,u” PLAN RVW. FIRE DEPT. ' r DEMOLITION PLANNING/ SEPA BOND OTHER PUBLIC WKS. TOTAL Bldg...Div) , • . COMMENTS: - Amo •t_ Dat- Paid Recei•t /I BP : � MVO. .C. ri eieL%• "� ,.. PC: ..- •