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Home My WebLink AboutPermit 2768 - Warehouse Property Associates - Building CCITY of TUKVLA Central Permit System BUILDING PERMIT ,2 7 &� Permit no. a 7tog. Control no. 84 -097 DATE OF ISSUANCE EXPIRES When no activity for 180 days JOB ADDRESS 1141 Andover Park West (Building C, Project 214) LEGAL DESCR. LOT NO. BLOCK TRACT IX1 SEE ATTACHED SHEET OWNER Warehouse Properties Assoc. PHONE 329 -7075 ADDRESS 3201 Fairview Ave. No., Seattle, WA ZIP 98102 CONTRACTOR Crow Roofing & Sheet Metal, Inc. PHONE 575 -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 C1 T.I. E OTHER (Specify) Reroof 1st FL. BLDG. AREA 96,800 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORYS TOTAL S.F. VALUATION 96,800 64,236 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND AT I AUTHORIZED AGENT FOR THE PROJECT. gilkoe /AGENTS' NATURE E FOR ISSUANC FEE DISTRIB. DalV*91' ing Official COMMENTS: BUILDING 328.00 PLAN RVW. DEMOLITION BOND OTHER TOTAL 328.00 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE SPRINKLERS SMOKE f TR N/A N/A - -- C -M DYES 0 N 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 Tt�IC 0 001117' 11n1 IL,T nr nrc' -rrr-. nr i innini rr,i •r i v /11\1 MI CPS Form 1 CITY of TUI04 . LA Central Permit System Vlylif BUILDING PERMIT 92 i,�.:i;�7GJ�3trr �t; �:jj i:; •fir.. _:: ^1 Permit no. r.3 7r Control no. 84 -097 DATE OF ISSUANCE EXPIRES When no activity for 180 days JOB ADDRESS 1141 Andover Park West (Building C, Project 214) LEGAL DESCR. LOT NO. BLOCK TRACT csp SEE ATTACHED SHEET OWNER Warehouse Properties Assoc, PHONE 329 -7075 ADDRESS 3201 Fairview Ave. No., Seattle, WA ZIP 98102 CONTRACTOR Crow Roofing & Sheet Metal, Inc. PHONE 575 -5155 ADDRESS 9500 Aurora N., Seattle, WA ZIP 980M3 LOMA%4374No SST NO, BUILDING USE Warehouse TENANT Multiple CLASS OF WORK ❑NEW ❑ADDITION ❑REMODEL ❑REPAIR 0 T.I. OTHER (Specify) Reroof 1st FL. BLDG. AREA 96,800 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORYS TOTAL S.F. VALUATION 96,800 64,236 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND5THAT IFM'AN AUTHORIZED AGENT FOR THE PROJECT. OWNS / AGENT SIGNATURE FOR ISSUANCFr L C.: .Iding Official COMMENTS: FEE DISTRIB. Date 1,py BUILDING 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 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 TI•1IC DC 0tAIT' I1A1 I[ -r r r nrin r+,winn1ri 10%1 ar■I v r 1 !1. is ..n CPS Form 1 ASCRIPTION - PROJECT 0214''" The Westerly 216.6 feet of the following described property: 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 °44'08" West along the North line of said Section 35, a distance of 30.0 feet; thence North 1 °47'29" East along the .West line of Andover Park West 115.66 feet; thence North 87 °55'02" West 710.7 feet to the_true point be inning of this descriutio1. thence South 87 °55'02" East 440.7 eet to the Northwest corner of that certain tract deeded to the 186 Corporation by deed recorded under Recording No. 720131 -0143; thence South 1 °47'29" West along the West line of said tract 114.81 feet to an angle point therein; thence South 1 °51'39" West 682.19 feet to the Southwest corner of that certain tract conveyed to the 186 corporation by deed recorded under Recording No. 711110 -0109 ' thence North'87 °55'02" West 440.7 feet; thence Northerly in a straight line 797.0 feet to the true point of beginning; SUBJECT TO an easement for railroad purposes over the west 30 feet thereof. SUBJECT TO a common easement for truck maneuvering, underground 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 8.7 °44'08" 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 N 01 °47'29" E along said west margin a distance of 115.66 feet;, thence N 87 °55'02" W a distance •.of 494.10 feet to the true point of beginning; thence S 01 °51'03" W a distance of 797.00 feet; thence N 87 °55'02" W a distance of 56.60 . feet; thence N 01 °51'03" E a distance of 797.00 feet; thence S 87 °55'02" E a.distance of.56.60 feet to the true point of beginning.'.' TOGETHER WITH a common easement for truck maneuvering, underground 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 N 87 °44'08" W 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 N 01 °47'29" E along said west margin a. distance of 115.66 feet; thence N 87 °55'02" W a distance of 437.50 feet to the true point of beginning; thence south 01 °51'03" W a distance of 797.00 feet; thence N 87055'02" W a distance of 56.60 feet; thence N 01° 51'03" E a distance of 797.00 feet; thence S 87 °55'02" E a distance of 56.60 feet to the true point of beginning. TOGETHER WITH a non - exclusive easement for ingress and egress over ..;;A0009. and across a strip of land 25.0 feet in width described as follows: ECEIVE AUG 22 1972 Li CITY of TUKWILA roject H214 - Continued. ' Beginning at the Northeast corner of the Northwest 1/4 of the Northeast 1/4 of Section 35; thence North 87 °44'08" West along the North line of said Section 35, a distance of 30.0 feet; thence North 1 °47'29" East along the West line of Andover Park West 115.66 feet to the True Point of Beginning, thence North 87 °55'02" West 710.7 feet; thence North parallel with Andover Park West 25 feet; thence South 87 °55'02" 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 ...1;.y� --WITH a non - exclusive easement for ingress and egress over and across ‘eorp a strip of land 50 feet in width described as follows: Beginning at the Southwest corner of that certain tract of land conveyed to,186 Corporation by deed recorded under Recording No. 711110 -0109; thence North 87°55'02" West 440.7 feet; thence South parallel to Andover Park West 50 feet; thence South 87 °55'02" East 710.7 feet to the West right -of -way line of Andover Park West; thence North along the West line of Andover Park West 50 feet more or less to the Southeast corner of said Tract of land conveyed by Recording No. 711110 -0109; thence West along the South line of said Tract of Land to the point of beginning; Situate .in .the :Town ; of .Tukwila, County . of :King, State of Washington. RECEIVED FEB 2'.5 1984 CROW ROOFING & SHEET METAL, INC• ROOFING CONTRACTORS SHEET METAL WORK -A- - 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 -A 9500 AURORA AVE. NORTH * SEATTLE, WASH. 98103 * TELEPHONE (206) 525-5155 Gentlemen: 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 glass base sheet. Base,:she0'is• to_:b.e: °fastened with a :Berryfast tape and: staple systeri ;±hat :is;.?Factory: »Mutual approved .for'`;'.wand uplift.• Hot mop 2 additional'' plies of •Owens'- Corning Fiberglas' Perina. Ply R fiberglass :,p1y'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 coritinuo"us'.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 equipments, such that all roofing may run continuously under all such ;;equipment. Reset all mechanical 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. !ur:quotaion`i. does not includeLbuilding permit and engineers report that will ,be. a;requireinent on this job. This is a-1.5 year : type roofing system and Crow Roofing Company will be issuing a 2 year guarantee. H you have any further questions regarding this quotation, please feel •free•,3 to call. Sincerely, HARVEY R. DODD & ASSOCIATES, Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST P.O. BOX 20038 SEATTLE, WASHINGTON 98102 -1038 (206) 328 -1500 September 15, 1983 Mr. James Hayes WAREHOUSE PROPERTIES, INC. 3201 Fairview. Avenue East Seattle, Washington 98102 Subject: Re- Roofing of McCann Construction Company Project No. 222 1 161 -1 17 I Andover. Park West Tukwila, Washington ASSOC,r iES FRANK I fOVMEISTER. P E 'ARNOLD i. LORVICK. P F BRIAN..!. DODD, P.E • JOSEPH M 3OZICH, PE Dear Mr. Hayes: Pursuant to your request, we have reviewed the load capacity of the roof structure of the subject warehouse 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. 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 1974. The configuration of the building is rectangular with exterior dimensions of 130' -O" x 737'=0" with the long dimension oriented on the north /south. axis. The exterior walls of the structure 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 1 /2" or 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 o center in .the..: north /south direction of the building. The .glu -larn beams are in a link span configuration with three equal spans of 43' -4 ". Our review analysis was :based on the assumption of a total dead load of :1 1 Ibs. /sq.ft. and a live load of 25 .Ibs /sq.ft. The dead load is the actual weight of the existing roof system, including roofing, sprinklers and lights and an additional load of 1.5 Ibs. /sq.ft. for the new roofing. The analysis indicates that the components of the roof system will support the added Toad within the allowable stress levels as specified in the 1970 Uniform Building Code. enclosing two copies of. .our calculations and two of Sheet A -I; plot plan; Sheet S -I, structural notes and sections; and 5-3 roof framing plans, to the . Tukwila Building Department. Please :call if you have any questions. Very; truly .yours HARVEY R. DODD & ASSOCIATES, INC. for your file and for submittal E. Frank Hofmeis EFH /kp Enclosure cc: Crow Roofing & Sheet. Metal Company COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. JS ENGINEEPS TiNG ENG(NEE 211 I<XXl EAIRJIEW AVENUE EAST PO BOX 2003P SEATTLE WA 98102 (206) 328.1500 JOB NO JOB NAME COMP. BY CONTENTS 63-145 DATE .1/ci/e 3 SHEET _1__ OF 4 War jeei- 4/-214 JP CHK. BY it o $or/ ' l o-F 5-trod-tire! MJre! 1 reVIeW z z z ANALYSIS OF XI577/■6 ROOF- 5712 XTU '1 I V-TY1v. Bf�1T L11.1 @1p 1 2.41-0" Bids# O SAYS cc 24 6�4. -- 7. 7 ,31x1�t 2l4 P. L. FccrFiilo (3 F&) /.5 P5f' Exist R,00firt8 /,5 p•4. g aar Oar) 24'-W = Z4.5(o' Or2.144 #214 ho�✓� f ` TTz 8c�rARY WITH r. ` T i..r• L2P WALL 8 /d9itz oc. Plycv ad Ps 2xq - f.o 6,0 P5F Furiins only Perlin wt 2,o P*f Mix, , el ec. , niech . 3.o Ps` t_.. L. 5.o rsf 25.0 P FIB COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. COJS. U, TING ENGINEERS 2000 FAIFNIEW AVENUE EAST P O BOY 20038 SEATTLE WA 48102 (206) 328 150() JOB NO 145 DATE /q `ts? SHEET 2 OF 4 JOB NAME Wa rethot.,45t.,-__Pa32- Aacno. - Praieret #214 COMP. BY se CHK. BY 'Ft # 18� CONTENTS - c !� mot -ura.I Review Gh eok 2x4 jof 0 242' c , - J4.IL = 2,Os('G.DP' = P0 pvrliN u1icith 5 ✓) 6. o'— 3.5 -- 7 L 84 = 771 6.2,o(771r _ 8 � #) 4 6,2 .0 (7-7/ _ z `r)) _ 22.V# Z Zx4 = 3.510113 f - r 6z 11/) - /553 3,56, — / p‘... v _z2 3 1 (� 5� v fir pouela5 f Y', rade 1004 snit.) Jail fio, F . /500 (1. 15) = 02,5 25 p5L 95 ,15) '-- 7e p5i 2x4 J olsfs @ 24 "O.L. are cx egjthe. A 6.. eq n2 2) Cheer 4x IL Purlins - SiGll�g = 8. o' 5a.n 2r4. 541 -- .5G l -- 24.0' u) 8.0' o�" +5,o + 25.e7 = 2ef3 -4/ •say 291) #/ ='2 (244'Y- 8 20, ee K (24 d - 74.Z5'�) — 3, IZ Z 4X« - 5= /45,6'13 A---= b /d5.15 (.w) ` /7e1 p c. c 3.1 zie(3)1co0 — 83 i (56.19) p. F- L Cor)S1: A/o. l — F — /500 pac. 615)= 1725 psi, Zen p,/er&res OK 606) p5i ok COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEEf?S 2000 FAI(NIEW AVENIL EAST PO BOX 20038 SE A1TtE. WA 98102 (206) 328.1500 JOB NO JOB NAME COMP. BY CONTENTS 145 DATE 5"'/9 R3 SHEET 3 OF 4. Warehov &p. Ae. - Pojecf 4t214 - �%� CHK. BY Fi4 4 1>e6 ,'� F 5trrJ t�ra l vim/ 2 LT_ G%ec- pef lee iioos -- ZZ.S (.2_1 ) (Z444 /�-00 (0124.9) 1'Z0 = .j3� 4i4c) 0k _ 2Z 5 (a0') g5,0 P3C Z4,O' ,� -- &op C //24,9, gin Geilecl ivo dk ok 3),Ghe - 6.L. Beams -- a.) 5i►'►'ie% Span 13ear►Y — G.L, t04 X Z.11 4-66y.3"3 Ac.t j) A — 141.631,2 = 62o9.3 "4 ,span 2'.3a•, ..e>rlsiddcr load -6-v,m pvri ivy a ur iCoro l load, b'N., lob i4=24.54.:'L%r )t35�/� = 92.0/1 26.3'5' )2,113 Motax _,..,92-(24.3392- - 7973/1 v _. ;crZ (26.33 - 2 1.51) Max — 10,73 f = 77,730 (12) 2052 p� � 464,-3 = 147307 (3.) _ 114 psi z (/4-1.S) / 7 0 Fr^ Gomb'ria.-+hi,o A -- = 24>x' P51 Fy = /&S F51 Gam. L , ,34.. X 21 r5 adc —fe 6ierk --- _ 22.5 (.`i2)(210,33 )4 moo. ;L. /goo (5269.3) /,e6 = / .97 < 240 o% b) f i lever L3earnm -- /4- kW)i, -- S e31. 6,'13 A= 1924 -`z acv► ■ Ie' t �9 "4 I =13,40Zr,q - COMPUTATION SHEET JOB NO. 63 -145 DATE 5 -Pt -63 SHEET � 4 OF JOB NAME WarM2c?5, Prop A55'C�G. - RO:relf" #?J4 COMP. BY JP CONTENTS koe7( .1" tYUGfvizd flHARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAITMEW AVENUE EAST PO BOX 20038 SEATTLE. WA 98102 (206) 328.1500 CHK. BY F 14' . 41-1 E4 RevW • 1/2-11c 42.33' +.27' =.424e0' I#/1Tha) /50 / = 314 1 -4.1114 20,10K - = /,c7 2.25(.14) =2I,IZK 76 — 15o.5K�1Z)1� _ Zll'i psc. 631.E 2.1,12" (3) /coo z (/g2A-) — /44:6, Fa/. r:� 2400 Ps/ F = /6,5 p5! L, 64x 2e)2. rs ade t-e c-:h c e u) . /50.3 (8) ly/ etz, (vo')t , VtL /6200 030z1,4) -.145 4/2` 0 Contr•u+l Number gU -0617 BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 APPLICATION FOR PERMIT DATE Bizet I81( 1 . TYPE CONST. JOB ADDRESS / / «/ AWood/ea. PMar" W.e.' -r. GLASr "e •• C.Fize",14.-e- 2-I4) LEGAL DESCR. LOT NO. BLOCK . TRACT %SEE ATTACHED SHEET OWNER u,Ae& �/ ut,sE v ��Q-T/5S J�,s.si 4. �` PHONE '3 2-T - 7o7S ADDRESS 32D//�• Pi Ia. JoEu..) Ave. /i . eour `LC evA .ZIP 9f /Oz. CONTRACTOR (lame.) f-PgAn p/A.J4 i S 1E ,e7- A4r»c. zNG 1 PHONE 6-15"5 /5' ADDRESS 9'660 AficerOre4 4 SE sirra.E , to 4. ZIP 9e firm 3 LICENSE NO 411e,�0id) . Rs ..M 37fe/Ja SST NO. BUILDING USE £O4 2E/I,uSZ. TENANT bi1t_,7 - -QLt CLASS OF WORK ❑ NEW ❑ ADDITION ❑ REMODEL ❑ REPAIR OTHER (Specify) �E2ooX. BLDG. AREA 1st FL. ' 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTALS.F. 4 . GYM PLANNING/ SEPA BOND p /6ereo ',VALUATION l j 2 SG NAME OF APPLICANT EASE PRINT) 1 . �21� �-rEasc -� e2ec41 ')Coo f(1ji s SftEr.T AACTA' a- 4-Are....., ADDRESS 15o0 AkQORA J. I PHONE 62.'S"s /CMP I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE • ND CORR T AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. At — " SI, URE OF APPLICANT DO NOT WRITE BELOW THIS LINE . TYPE CONST. OCC. GROUP OCC. LOAD USE ZONE AUTO SPRINKLERS REQ. l DETECTOF / ❑ YES 0 NO YES 0 NC PLAN RVW PLANS: SENT RETURNED APPROVED • FEE DISTRIB. BUILDING .6 943; dTD PLAN RVW. FIRE DEPT. . DEMOLITION PLANNING/ SEPA BOND OTHER PUBLIC WKS. TOTAL Bldg.. Div . COMMENTS: -.. _ _.�.. _.._ .. Amount - Dat - Paid Recei • t ;Ci i BP: _ ,' ../1112111E7- /i`:a I I IIC, fir► ' PC: - •