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HomeMy WebLinkAboutPermit 5404 - Pavilion Outlet Mall - Second FloorCITY OF TUKWILA 4: Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - r F4-9 BUILDING PERMIT PERMIT # Vd� Control # 88 -260 (b13) Work to be done T• I • (Re5kr ?rrJ� of-L'c LtX-ui Site Address 17900 SOUTHCENTER PI Suite # a Tenant AVILION 2ND FLOOR ANCHOR STOF Building Use RETAIL Assessors Account # 35 3U4- 9Ub1 -U5 Property Owner 65�IMETb .' in . Address 65UI 6 '� N S SEATTLE, WA Contractor GREY 1 U II FRG ilUAIRDE1510112 Address 920 N.E. 64TH FOR BUILDING PERMIT ONLY SEATTLE. JWA Approved for Issuance By: Sq. Ft. Office Warehouse Retail Other Occ. Load 1st FT. 2 a ga9r 2nd F-. 10'73 ,py[ay y5,51n8 3rd F-. Total Fire Protection: El Sprinklers ❑ Detectors Zoning_ Type of Construction Special Conditions Phone # 762 -4750 Zip Phone # 5Zb14861 Zip 98115 Date:�7 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 125,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #5/98 Receipt #4R5L Receipt # Receipt #,y79,/ Receipt # Receipt # $ 727.00 $ 473.00 $ 3.50 $ TOTAL $ 1,203.50 FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary 0 Single Face [] Double Face [] 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 PERMII BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR 'MURK 15 ',iSPENOEO OR ABANDONCU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CERTIFY THAT I HAVE READ ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU OROINANCES GOVERNING THIS TYPE OF WORK IL E COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE t)R OiANCEL THE 0 5IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1. Date .' %""�� Signed LICENSED CONTRACTORS DECLARATION l hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation. will do the work, and the structure is not intended or offered for sale. (,41-, as owner of the Owner (signature)_ roperty, C am,�mc %QS'(vely contracting with licensed contractor's to construct the project. Oate _ — % " c2rz CITY OF TUKWILA 47 Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /F1.9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner 65OIM64 Address b 1 Contractor Address 920 N.E. 64TH 17900 SOUTHCENTER PI RETAIL AZti uite a Tenant pAVILION 2ND FLOOR ANCHOR STOP Assessors Account # 352304 - 9061 -U5 (' PERMIT # Control # 5 88 -260 (513) SEATTLE, WA GREY LUNDBERG 1 I INnRDC1 1DR SEAT FOR BUILDING PERMIT ONLY Approved for Iss Phone # 762-4750 Zip 98 108 Phone ; 5n -18b1 Zip 98115 e By: Sq. Ft. Ft Office Storage/ warehouse Retail Other IOcc. Load 1st F1. .,. qLy. 2nd Fl . l01•3 .:?ipvti r.i5,5k 3 3rd F1. Total Fire Protection: 2c1 Sprinklers ❑ Detectors - Zoning Type of Construction Special Conditions Date: Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 125,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #s/» Receipt #g851_ Receipt # Receipt #�. /yy Receipt # Receipt # $ 727 on $ 473.00 $ 3.50 $ $ $ 1,203.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [( Single Face Building face Square Footage ❑ Double Face ❑ Wall Mounted Setbacks: Front of each sign face Special Conditions ❑ Free Standing [I Other Side Side Rear Total square footage of sign THIS PERMII BECuMES NULL ANU ■010 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN BO DAYS, OR IF CONSTRUCTION OR .URK IS •.S.ES.J.3 ABANDUNcU FuR A PLRIUD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AMU ORDINANCES GOVERNING THIS TYPE OF WORK WIL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE UR CANCEL THE PRO SIGNS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE Of CONSTRUCTION. Date 2 _ LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure offered for sate. 1.•1 1, as owner of the property, am((acl sfvely contracting with licensed contractor's to construct the project. Owner (signature) .!_ ‘, c • c•tti ' .`.) L s c' J Date - 7 Is not in'.?nd.d Cr co- -oq$ 1-fi f« kera trZ,O ti! lilliSraitYlecsuc4*0{" ss: �u01i1r6V AWufta ».'-7nvurrannfatdarna�cuL11∎00 001, 1iEG OZC+ asevaw. w. Jw auiw+,aUri _rr9.0M11:::O d,A:;.A CITY OF TUKWILA Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 (200 .433-1849 Type of Inspect Site Address Requestor Special Instructions INSPECTIQN RECORD ,3� � PERMIT # Date cs--r Date Wanted Project .-ztee.g / Phone # 9 -3d _// a.m. G Inspection Results /Comments: Inspector /',P/t-/ Date 4/A2+fua -w.w. CITY OF TUKWILA Building Division 6200 Tukwila, W Washington ashington98188. . (206) 433-1849 Type of Inspection ..-- ..r.._......._.._...... _.._...._... .... .._... ... .u,...,,.......,..... „ „........ _ •-c_., w.lna.:rrt!KY.3424,1La' Site Address / u / 2/#14>!�, Requestor x(-71 c -e,. ✓ INSPECTION RECORD PERMIT # `'54-70Y Date 9/.2 o/� Date Wanted a.m. p.m. Project /'u// on 412eAol- Phone # Special Instructions Inspection Results /Comments: 5 ".eerra/ ..Ln.F ge!2-OS- ®-s-r S: L~e- c9A- i.�.:� 4vo4-- .4 Am lel 07?` ,c- eigic2r"S .; G 185 le_iG- i i-t-e , yCoy i-e /c23-e,"' C'.'O c p /re o y- (74-5 t4aei2G, 1,1.7 %ba,w,, h7 (9,0,1_,I f4 lv,0 // Se e -xi1 Lk. S. r„►�"_, �--ir , J7aeL�a ( .2714 57.:ie (.7-01- e -,,' /7 4, 6 P S�*J� ' %C?cs.-c,d/t/p a- Inspector A,1 Date 9' 4,26/4?-e' gy, lif*M RMBS++IG....wi«.m..wxvtuu. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 ,(206) 433 -1849 f , Type of Inspection fri-d, 1 a / 7 94n 3- e Site Address Requestor INSPECTION RECORD PERMIT # S j % Date `� 8' lS- Date Wanted g /p /we Project�ii /off a.m. Phone # Special Instructions Inspection Results /Comments: �`di,7 ih7 6A-J', 6' 4,a42- , `l ` l cv l fka/141kq IU' /Jii aa/ / vn i S 4 (9R. �S hid ! e.tJeq Niai / M i-id /2 j r el/a // 14L C --Air !' AtlF NA_ /6or pA, G`O ) y ,5 L'e Inspector Date A7/,S'1"-"- • y CITY OF TUKvILA Central Permit System Jontrol No. Permit No.sV .‘" FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks /Recreation Project Name i,; /iG — �� /r Address / 7 V Type of Permit(s) r / 3 fL. / (— .tr c This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () ( ) () Authorized Signature Date C This project is approved by this department: --- t Authorized Signature -5-/ 3 "--2 9._,' Date CPS Form 3 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to plans unless approved by Engineer and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All permits to be posted at job site prior to start of any construction. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Cade (1985 Edition), Washington State Energy Cade (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). 6. All mechanical work to be under separate permit. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor August 30, 1988 Fire Department Review Control Number 88 -260 (513) Re: Pavilion Anchor Store - 17900 Southcenter Parkway, Suite #250 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) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exits serving more than 50 occupants are required to have illuminated exit signs. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance *1141 & NFPA 13, 1 -9.1) (UFC 10.307) 4. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Department. (UBC 4204) (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor • 11 5)-‹111 Axicii:_furet-440.-e;e?-oe,j- r.,4t. It-16ULi6,71144 It/r . _ . . . _ :17gt2irt,4&EK:704;1:4 .r-__0012)-_--15 VA) Y)( /(1 A .i( ) CITY OF TUKWILA APPROVED . rwpriztirrel,inz.,6414.1-4:4011311:-.-1 SEP 1988 rre-asu.t..-; 7-46-4-2A;m4127. • 1 7-4.igrAa41:4;sivti4Arrikaiu=(e-e; mw) a-4 vgice- :.:Leo,v.i.epe kr 17r* .6ts -4.-rul-cA-vEc) .4t-kfr ../eltGl/s/r).:04.-_t_IDe...L...7_-_•_:-• • . _ fzEtc-toc/e,—AFIY:cr-P-64a:11:21 , .6; NEW_VV.ALLAIL1=HELGORRIDOR.2:..._.... • jip r-get-A- 1C-11e,17.1:-.. 17.22.7.= ,..)•12i1•41i■e>/71.r■I■•1 • :641"WV/e:-.4P 4,•5 th: •• • TrammaCrowCompany HULi 2b 'U NW UJHLL AND 0129 P02 details air handling systems Gypsum shaft walls have been used for many years to house all types of ducts in the shaft area. Their fire:- resistant features plus economical dry construction make them ideal for this use. Today shaft walls aro used successfully' without a metal liner for handling return air in HVAC systems. To function properly, shaft well systems should be designed with the following envi- ronmentai and structural performance provisions. 1. Gypsum board surface temperature does not exceed 125 "F. 2. Air stream dew point temperatures are maintained below gypsum board surface temperature. 3. Thu asserbly is constructed to withstand sustained design uniform air pressure loads not exceeding 10 psf, Start up surge loads should not be greater than 'f• the design static load. (See table below for limiting heights), 4. Separate approved liners should he installed in areas subject to continuous moisture overspray, condensation or air stream temperature over 125`F. limiting he ghtst'1- -'unlined return air shafts Mud type a size deela- nation stud secs. allow den. sustained preaeu • load —.pet 2•hr. flte•rated eyetem 0, 0._E, F 1.hr. ffre rated systSm A 5 10 5 10 Vii C•H 9'1' 13'2' 9'10' 12'0- 1/120 11'3' 8'0' 11'3" 0'9 " Studs 21201-25 24' 1.'260 11•6" 8'0" 10'0" 6'0 1/360 10'6" e'o" 0'0" 6'0" 1/120 14'9' 10'6" 14'6' 101)" 212C1122 24" 1.240 13'0' 10'3" 11'6" 9'3" 1/360 11'6" 9'0" 10'0" 8'0' 1/120 16'3" 11'6 " 15'6 " 11'6 " 2120H20 24' 1240 13'6' 10'9" 12'3" 9'9" 1/360 12'9" 9'0" 10,9' 8.6" 4' 014 1/120 11,51.1" 9 0'" 15.6 "• 5'0" Studs 40001125 24" 1,240 14'3" 9'8" 13'3" 0'0 "" 1/380 12'6' 9'6" 11'6" 9'11"' 1/120 20.0" 13'6" 18'3-' 11'3" . 40001-120 24' ii240 16'9' 12'6" 15'3" 11'3" 1/380 13'9' 11'0" 13'3' 10'9" double 8' 1/120 18'9' 9'3" 18'9" 9'3" E•Shtds 600E526 24" 1.240 18'9" 9 3" 18'9" 9'3' r—ro 1.360 18'9' 9'3' 18'9' 9'3' 1/120 28'0' 20'0" 28'0" 20'0" 900ES20 24' 1/240 26'3" 20'0" 24'9" 20'0 " 1/360 23'0' 15.3" 21'9" 17'3 "• Table heights for sustained preeeurti beds equal Itmiting heights for % intermittent pressure louts (zoo table page 4). Runner fasteners should withstand 193 Ib. single shear end 200 Ib. bearing force: attachment spacing mould not exceed 24' o,c. 'Use 20.0a. runner ier heights with asterisk. 2-hr. fire-rated assembly (based on code Interpr91atiwns) USG sleet C•H stud 24 "oc. USG steel J- runner • i•7 : IL corridor ailing and stair soffit (fire tested one side) USG steel stud a horizontal shaft-wall assemblies, USG Cavity Shaft Walls installed horizontally provide ecorionll- cal construction for fire - resistive duct protection. corridor and other ceilings and stairway soffits. Also ideal for ceilings over of- fice areas in pitched -roof buildings and in module/ buildings where ceiling training is independent of the floor above. With a" liner panels inserted in C'H Studs 24" O.C. and triple -layer 1/2" SHEETROCK Brand FiRECOr1M. "C" Gypsum Panels screw - attached to studs, the system provides greater spans and 2 -1tr. prott.t.tian from fire either inside or outside the duct. Test No.: CFG•12.1I) and 12.16 -82. With double -layer IA" Sltee'reocx Brand F/Rl:cxmt: "C" Panels screw - attached to studs, the assembly provides suitable 2 -hour fire - resistive ceiling construction for corridors and stairs (seo details). One-hour fire -rated construction is offered with single -layer /n" SHEETKCC K Brand FIREcoui. "C" Panels. limitations USG C -H Studs are not designed to carry live loads or mechani- cal equipment or provide material storage area. Maximum stud spacing is 24" o.c.: maximum spans are shown in table below limiting, span — horizontal shift- walle' stud style Msingle -foyer S1• 9ypaum pwneism double-layer 1h" gypsum pantile) triplo.iayer h" , y cum eanete131 212CH25 21201122 7'3' 9'4' 0 a" 8'6" 7'11' 40001425 400CH20 10'0" 14'6' 9'1' 13'2' 9'10' 12'0- (11 eased on L140 allowable deflect on and 24.90• runner. 2) Allowable steot stress reduced 50%. (3) Full steel stress enowed basal on ASTM 8 119 1 -hr. fire -rated assembly (based on code interpretations) USG steel J- runner power - actuated fasteners 24" o,c. (300db. shear) —'f." J 1' USG gypsum shaft wall Ilner USG steel C -H stud 24" o.c. W' SHEETROCK brand FIRECODE "C" sealant gypsum panels corridor ceiling and stair soffit power' actuated tasloners 24" o,c, (800 Ib. withdrawal). 2 hr, rated assembly r max. dimension based on screw connection and training capacity • uct surface 'h" USG type S pan head screws (2 screws every 24" o.c.) 1" USG gypsum liner panel power - actuated fasteners 24" o.c. (350 Ib. shear)-0- A...,• :Y: sealant 1'4" SHEETROCK horizontal metal duct enclosure brand FIRECODE "0" (fine tested both sides) gypsum panels sealant USG metal trim USG steel C -H stud 24" o.c. USG Steel J- runner corner reinforcement Fire ating Sound Rating STC GA File No. DETAILED DESCRIPTIONt SKETCH AND DESIGN DATA Fire I Sound • 1 HR 35 to 39 WP 7000 (n) Construction Type: Gypsum Wallboard, Metal C -T Studs 1" x 24" proprietary type X gypsum panels inserted between 2 " floor and ceiling J runners with T section of 21/2" proprietary C- metal studs between proprietary gypsum panels. 3" type X gy um wallboard applied vertically to the C side of GT studs with 1 type S drywall screws 8" o.c. along edges and 12" o.c. at mid th. (NLB) Fire Side ®MO . w� -( - Fire Side Thickness: 33/4" Limiting Height: Refer to mfr. Approx. Weight: 7 psf Fire Test: GET, 1 -7 -74 WP 7008 (t) Construction : Gypsum Wallboard, Metal C- Studs 1" x 24" propriet type X gypsum panels insert: • between 21/2" floor and ceili • J runners with 21" propr' :tary vented C-H studs between pa els. One layer 3/4" proprie - ry type X gyp- sum wallboard or ven :: base applied parallel o studs on side opposite proprietary g .. um panels with type S drywall screws spaced 12" o.c. in ds and runne . STC estimate bas- • ed on 1" mineral fi•.: • : i . (NLB) Fire Side T - lARfllt(1QR RA Fire Side Thickness: 33/4" Limiting Height: Refer to mfr. Approx. Weight: 8 psf Fire Test: GET, 4 -3-75 40 to 44 WP 7009 (b, d, g, h, k, o, q, w, x) Construction type: Gypsum 13, ard, lotted Metal I Studs 3/a" x 24" proprietary type X g •sum p- els inserted between 21/4 " floor and ceiling track a i fitted to pr rietary 21/4" slotted metal I studs with tab - flange. ace layer 5/4" X gypsum board applied at right angles to : uds, with 1" type drywall screws, 12" o.c. Sound tested wit 1" glass fiber friction ' in stud space. (NLB) Fire S .,- _ -- - -• - Fire Thickness: 24" Limiting Height: Approx. Weight: Fire Test: WHI 495 WHI 495 Sound Test: WHI Side Refer to mfr. 6 psf -0187, 4.24 -79 -0285, 10-10-80 F8, 5 -3 -79 i 2 HR 50 to 54 WP 7055 (b, d, g, h, k, o, q, w, x) .Gori1Tructi . pe: Gypsum Walilbard, Si • • • Metal . - de 3/4" x 24" ' - .roprietarg.gypsum panels inserted betw : :n 21/4" floor d cei ing runners and fitted into 21/4" slotted met. I studs w tab - flange. On opposite side base layer 3/4" type gypsu • board applied parallel to studs with 1" type S drywall scre - 24" o.c. Face layer 5/8" type X gypsum board or veneer bas •. applied at right angles to studs with 13/4" type S drywall sc :ws. Sound tested with 5A" thick base and face layers ap- • fed to resilient channels placed at right angles to studs 24" o.c. and fastened with 1" type S drywall screws. 1/2" x 3; gyp- sum board backing strips installed at floor line. 21/2" glass fiber friction fit in stud space. (NLB) sue, f� Fire Sid( - ' ,1_N M Fire Thickness: 31/2" 'miting Height: A • • rox. Weight: Fire Test: WHI 495 WHI 495 Sound ' est: WHI Side Refer to mfr. 8.5 psi -105, 2-21-78 - 111, 3-7 -78 FI, 3 -13-78 WP 7056 (b, h, k, Construction type: Gypsum Board, Slotted Metal I Studs 1" x 24" proprietary type X gypsum panels inserted between 21/2" floor and ceiling track with tab-flange section of 21/2" metal I studs between proprietary gypsum panels. Resilient channels attach- ed at right angles to I studs 24" o.c. maximum with M8" type S screws, one per channel -stud intersection. Two layers of 1/2" pro- prietary type X gypsum wallboard or veneer base over resilient channels with base layer applied parallel to resilient channels with 1" type S drywall screws 24" o.c. and face layer applied at right angles to base layer with 13/4" type S drywall screws 12" o.c. Sound tested using 1" glass fiber friction fit in stud space. (NLB) ire Side NAM= MEM �IIIIN :. I?MOM - -- Fire Thickness: 4" Limiting Height: Approx. Weight: Fire Test: See WP Sound Test: See S • e Refer o mfr. 9 psf 7082 WP 705 • tWhere vertical metal sections are field installed, their center to center spacing shall not exceed panel dimensions described above, which are nominal. V 35 o _ p . p ts.t.. I /4 trAts. 15r-4-6— . . . - • • -Pri4;4:1" •=2:_-_,/,A1.2.-.:11,LaF:_i _. • • =VGA 'eklar-et- --44:-,441:7-1/11:1S1546/12:07pgrr:t-,... 1177-4/2.: 1P154377-:-.77:: -- -40112aF41 r•?.-7F.0.1:4■1 • 1- y)-..". _CLUI3T_AIN WALL ADJACENT:TO SKYVVELL 'frammellCrowCompany AUG 23 '88 06:57 ENGINEERS NORTHWEST 522 -6696 £NG1( iERS- NORTHWEST NC. PS. F.2 6869 WOODLAWN AVE, N. E,- SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 Joe NO. —Joe NAME SUBJECT x l sr. • o,pEi.)rns4 PA t! I C. I cs ti la - e-x 1 S'T. C7 .n\ n.� - ALL J-reAls NE St./ LIl.)Lc. 0 1 • A-)07'e,r) ex/Tn.) BY DATE . .OF 4 .. " ,-.4a- • acq...s'S . e 54, oc. (A D is 1 . PArt aGoLT yA44. • VI 14 Env Co Nc.. J A!1-4 6.0 c.Gc4 rL /v) .0 pA2A3oc. -rs B'S /4" vti)rv6 T5 es:, X 47-k M Q VEn.r. 5 /e,"44A1..)cmayt_ZoLTS C. 24"c) E rt t t3 c. +cp 4M j,1 » a (w 0-4 e yLE rH t 5 LEV tf t-.. /►v S7A t... .5/0'' Tt,4 /3p L-rs . I NJ To GO tV G s " PAST Cwt IA; 1EO PEr A.e.,91)6.) e_/vz0 f& -1 "x74 "X l' C>" aS ofAcc,tt,4..A.TcL rt•,Exa5unzo ?' $ 4. IA.! s 7 A L L (245/;," ¢ i-' ua t,5 .7.5 E%H aG„(.3 ') 1 %zed IN Y rl..D.41 CG /thiC0- lr.irc� E ;Sr. fr 4.saSTelt_ NICK/ :a c 12c1n.Ar. '! 4• CD 32.40c. v, # , Z. tr 4 3 ?''ac. H. l l Loa �o Y E Air Frt,o v:r 2 4. 4 !ti lxr o n.� c: x,41: 32.,70,.. cart - 11301) 3. ir- i ca Ex t �' -�o g. WA. WGc0To B o''rro m O F Ex13r. QPF,mmt Plc PAN T O /t.E #wA )&) • • Exi'S T. 17254./ "le1 . a1y0414) -r REn,A . %10. Ouaae. ex' T_ Fc...00ri.. 5 LA 70 /LEvoAin) S G T/ 0 '.3 Q No rz.rN WALL. AUG 23 '88 06:58 ENGINEERS NORTHWEST 522 -6698 ENG I EERS- NORTH WES1 INC. PS. P.3 6889 WOODLAWN AVE, N, E. • SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 Joe No, JOB NAME DATE SUBJECT A LDJ7 /Vt =Y.,/ ?(1 T cac=:>'L /"....) EX /.57; SHEET a OF 4 P C P.oivC.C_ .JAL. BY • 5,-isET ! scc6�r AS •45r6,0 ✓/ ` pryet,4 ,D T'S g6 ".,c2 . /3E<> N) Eh ce.Pr ✓,: �k / `�a J A i%1 CZS , .^_ t=- c. !V 1:1\40'. , NSW 7 L Z" k / 2i_ » C-QA.jC, c' AC. J //•-) 4" /3E7WE '.' P /LAs7G./L$ • a ei • axis?". •,p /(. A SG cr/ o AJ e bas s r 1,#-,/A c.c. AUG 2 '88 06 :58 ENGINEERS HGRTHNEST 522 -6668 P.4' ENGIkLERS—NORTHWESTC.NC. P.S. 6969 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 JOB No. .JOB NAME SUBJECT 5T/J, JYL t c�aT1A)e -S • • • • • • 1 cv L ... a to e= DATE SHEET OF BY .c L.tttvv) l`+ J * C0"0ti-, F�,,�, 7- N`r.. 5 • / '. k. m Ax, t.4.. a a W E ii-- To TA.c..)+ . CaA)C..Fr rG. 1 a'- -o" c-.t?.v1" pa. r ..12E,"4 e.)l C lot 4A fit. 7G i :.D4, .1,111-.......... 1..!,,t, t:"'" . ( spc_44. a 65 ) '''''''. "7".: C ;.: r 'r GG:::, L N YN o'■ *5 645 .co.NT. e.. /`- 1 2.1-o" xih iSTUAar0 _FOOTING FOR STAIR a SUPPORT RUG 23 'SS 06:59 ENGINEERS NORTHWEST 52E-6698 P.5 PAVILION D.C. iagEVE.Li2TE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWICL confi-1, UNIFORM DUILDING CODE Ic.J85 EDITION kuE_LoAns STAIR ....looPsr ( BY OTHERS ZON....2 WIND....S0 MPH EXPOSURE "B" SEISM11-: NNCRETE FPc 2000 psi FOP ALL CONCRETE, L'LTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACINO OF ALL CONCRETE AND SELECTION OF MATERIALS SHe%LL BE IN ACCORDANCE WITH THE UDC AND ACI CODE 312-S3, PROPORTIONING OF ACGREGATE TO CrMENT SHALL EE SUC:H AS TO PRODUCE A DENSE UORKAVLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN DE PLACED WITHOUT SEGREGATION Cr. EXCLEiS FREE SURrACE W.P.TER. . WATER nuRiNa SHALL BE USED. AIR ENTRAIN ALL CONCRETE WITH 4% TO E% AIR 'Ne VOLUME. REINFORr%INS STEEL ALL CONCRETE REINFORCING STEEL SHALL DE DEFORMED PER ASTM (fy=C0i00::: COVEP TO MAIN REINORCEMENT TC BE; BDTTOM OF FOOTINGS 3 INCHES rORMEn SURFACES—EARTH FACIr 2 IN 1-F: Mt!RAL AND MISCELI.ANT ST77: STRUCTURAL AND MISCELLANEOUS STEEL CO;47ORN: TO THE FOLLOWINE. f?,7..1,NDARDS: j;OLUMNS....AOTM ST:ADL: (fy=24E,ODO psi) MISCELLANEOUS STEEL SHALL CONFORM TO AST;.'. A-26 Y:y=3E,1000 ZLD2 NOT Oi:ALL • 2E :/4" CDNTINUDL:8 FILLET :11NtmJn. • ALL TO If41: •zY CEnTI:=IED WELDERS. UM FRECh ELL-TRCDEE. PARABZL7C (TYPE. FT, GRADE 50 GOLD COLOR). b;SONRY !!ILLOI4 c3ALL 7.)E a'N" WITH AETM C ALL MASONRY Tri BE ERECTED :N i:CCORDANCE WITH LAC. mORTAR SHALL. BE TYPE "C" fi,=:1800 PSI AT 28 DAY C. :7:ROUT SOLID CONTAINING REINFORCING 2TELL IN LIFTS NOT T:] EgCEED 4-0. GROUT STRENTH 2=0 Pc" AT '7'2 DAYS. MASONRY 2T:6 USED IN DESISN WERE FOR UNINSPECTED CONSTR=TION. ALL CONNECTIONS AND BOLTS SHOWN EMDEDDED I PSONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF TH5 WALL. ALL MASONRY TO BE RUNNING BOND LAY-UP. INSPECTIQUg INSPECTION ARE T3 BE PER UDC SECTION 30S AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TC STARTING CONSTRUCTION BY THE BUILDING DEPT. REINFORCING: VERIFY ALL REIWORCING IS PROPERLY PLACED IN ACCORDANCE W:TH PLANS. CHLTCV, FOP REQUIRED ::::nvus:, SIZE AXD GRADE. PARABOLTS: FIELD INSTALLATION OF !IAPABOLTS IS T BE IN ACCORDAN,":E 17H ICD: PD'ORT t.2250 ANC :s TO BE CONTINUOUSLY iC;'FD. CONTRATOR :S TC HAVE A co,' OF !CB:: EYALUAT.0 REPO:4T ON S:TE. VERIFY TM: P.L.PAET TE GOLD COLO'k. WELDIW;; IN ACCORDANCI: W:Tx LX.C. Er:CT*:ON Clr)S(A)4. i=1.D WELING. W:7.7,( CERT1F::CAT:vN CCNTRACTCP SHALL PAY FCR R2;4ELDINC AND RESNSPE::.7::1:%: 742": CPE:CE:. :f.WrECTOR A=IITCLT OF WELDS NOT MEETINf.:; SPECS. either welded directly to the stud or attached with bridge clips. �r P.2 Inryco /Milcor steel framing 5.3 /In Bridging channel weld- attached in stud punch -out ridging channel weld - attached Bridging channel screw- sttached using bridge clip (BC) using bridge clip (BC) recommended bridging members for studs For Welding to Punch -outs For Attachment With dridys Clips Stud Site Bridging Member 34b" and 4' C 6 ---- 6" thru t3' fit4.2Y2x18 Stud Sire Gip 2W BC- 2'/•x14 3318' and 4' BC- 36x14 6" BC- 5.1ix14 8" BO-51/4x14 Bridping Member CRC -54x16 CRC -34x16 CRC- 1V.z16 BN- 21/2x18 CRC = cold rolled channel; $N a bridges; BC = bvldge clip. Recommended minimum joss! bridging Install 16 gape solid bridging in first two and last two joist spaces. Starting at third joist space, instau r x 16 gage strop bridging, lop and bottom, extending for five spaces. Follow with channel bridging in one space. •Repeat to completion, with each five spaces of strap bridging fotbwed by one space of channel bridging. (Based on calculations, additional rows of bridging may be required.) Bridging requirements Spans up to 14' — One row at mid -span Spans 14' to 20' — Two rows at third points Spans 20' to 26' — Three tow$ at quarter points 16 t". M1•d brad w �.� It" FI,0* .0 I I* *INOS E6641 end> r/r v t.• 2". 16 06. ono b/itlesng Atka 64.1P MOM Contest tnryca tot irtiornstubn ELE IT PHONE ROOM . J . MENS e7 TOILET 1-10V4 rxv 1-111=•) lGol I Gr., GO/ W1Z- ey..12. • peg.- 7E4410 141.,-,642--rep.-54-mj a rf..4:170- -Val•P5 eitirwv4F2 \-)4/ Yaltpatz-rx-cLe. ot, Do -ro Ji P t5L-oc,411-4 e24.- IP PARTIAL.PLAN_at EAST CORRIDOR o\W -1;4r7 P IIIIIMKGSF.74•41WANWiliZitatill/.0.11:05:1=4MINN1•I=11 c.scif) L4_10 ;1 6 c) FLOOR DETAIL rit.t;; vat Po . A.//vW.-6/11c,i) L-t-r. • 4,„ ORDINANCE COMPLIANCE - PLAN CHECK NOTES PROJECT: ILION 2 1-iv R e o r z . ANcNoA.. rD T L. Sheet of Z Date: S-34-822 * ~ZCoO 01. OCCUPANCY GROUP 'Z STAtt, SikLE5 3 12e. N.G. CrORt•/1'r. eLt..` ResTauvAbAr 'Rerts.a. SAU , -ttNA,KITs) `. TYPE OF CONSTRUCTION V- N 4Pte.t1,1 (L 1.- etere,Q N.G. a3. LOCATION ON PROPERTY 1 i - Wcl tAck Avze 1N Nog Cowti0.4m4cE W/ 'Recap. c,ick. 'Foie. Uut_tMITEO AA ..... •50esttCivt tAT Pea%r1/4nare..0r-vL- oPuvt - c4-1-4N ctr=0 8. ctoN IT torts. ®(4. BLDG.HT. / #OF STORIES 1--i. C• co/ 5. FLOOR AREA' tUUIS.- - -"Z-t4 6. OCCUPANT LOAD S,F, 1O DETAILED REQUIREMENTS a7. OCCUPANCY N 'C'. g/.. TYPE IF CONSTRUCTION N•G' O9. EXITING II/�gl�i �1 �iiTI1 • Nur Li" 1" tA1% WM 010. CODE REGS. 90.6 mifidevo • Fi "7frf�vRSin7racc� !41111T4 MALI- e% AID 4Jc Atop) 01.1. ENGINEERING REGS.& REGMTS. 4 �. 51` C� t�ICfT� ON 0.-)GS_._, r'lioCal p 1 1. 'FO C FxT, U.311.1-1- 1RE1400 4T1Ot4S v� O1Y - ''P . s + R- 1(::(12. COMPLIANCE W/ W.S.E.C. {V•C� 13. COMPLIANCE W/ CHAPTER 51 -10 W.A.C. ,ItAAck 4 ZI„ 6-10 Cutaik 60 4 mg) Ceiviatet c.leve.Qtripl ,fr �, °�`�e VIA" AA,L6p 1c) ivrie of 46. 3066 6.1 iciut „yorn., 4064 si1twuu bowto Amu) ,LLoto ctomit, . ORDINANCE COMPL�pNCE - PLAN CHECK Sheetjof 1 Date: 8.24 -8r, 4t -Z o The following corrections and /or clarifications are required to complete the plan review. CG!6.1241 ! . d - CVO a„a _ thrert. ,c;Aat, i F.46•Attr_ttavi..■ek.444 -44eA *in cermixiiil 43./ . TrammellCrowC n pany 5601 Sixth Avenue S& SEATTLE, WASHINGTON 98108 (206) 762 -4750 TO ` —u -ist 5 ILA Qr.-Fr — WE ARE SENDING YOU Attached ❑ Under separate cover via LE TT CIF TRANSI TTAL DATE 1 ieba JO B N0. ATTENTION l ^� dp 15 RE: 0. ( t-ICJ i) tall L-14,1-4 ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples the following items: ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION -ti>-\-t4ti-4 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution — As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED' :91 If enclosures are not as noted kindly notify us at once. TrammellCrowC f pany LETT CIS TI ANSH IITTAL 5601 Sixth Avenue S.. i SEATTLE, WASHINGTON 98108 (206) 762-4750 TO 'b .0 9 b�.h vgVL — WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter. DATE �88 1 JOB NO. ATTENTION l ^� *DP- RE: VW Attached ❑ Under separate cover via ❑ Prints ❑ Plans ❑ Samples the following items: ❑ Specifications ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 V,L_' , () ( ;3E54* 1 44ia c.u- --{, { -- %-ttrr THESE ARE TRANSMITTED as checked below: ❑ For approval )For your use requested ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: 451 11 enclosures an not as noted. NIndly notify us at once. IT Y OF TUKWILA r •., c & O Southcenter Boulevard liU I -nrvu rtNIVII 1 HrrLII,- - 1 !VD' V Tukwila, Washington 98188 e Control # r� ';2420 . (2O€) -433 -1849 Site Address 1''1ce, d't:t...71.44c.r.t.rtEre. R4OT=kGW46:1/ Suite# 1.S0 Floor# 2. Project Name /Tenant p�iIttt_..kop.1i 2X00 vz4r:01::. teb.Ne e.. mee. Valuation of Constructson't1 d5 Assessors Account# 44 eiP26e44 -964v1 -©rj 6 Property Owner I.4. C.'' Can. Phone 144 - 4"t*G Address 'Vj evG ( ::)..t4k ab►.V t-" , "°, - .Ettart.. am. zip l8 (''8 Applicant ""nath 4M l.•1. -a Oacw Cr>. Phone '14,'Z -416"6, Address 06451 6144 16► • '. • OCt Zip qe(e,$ Architect /Engineer 1 Lfi...\l1,A. D -m!.4I Phone 1G:a. — 4-'740 Address '--X 11=AM tA/IIE1..L.,. CF'.aGW Co. zip q ,f5 L ocEi Contractor iisiSr-i L1.. License#2U- .00- eO -&(1A Phone .5 ,26•- /'&l Address Lt U �h (,41 If' jA-A. -rr-, 1J17 QM',' Zip c�1ij' Class of Work: ❑ New ❑ Addition' ❑ Demolition ❑ Interior Tenant Improvement [] Remodel (residential) ❑ Reroof Demolition ❑ Other Describe work to be done . .OP Ttiace'aM'S ik.., 1-,t6 41E, p (1Z \° Ul.D6 0....1105 0tt1 bt -i... k 1,461)T-4-1/ ADO ►.±- 01.11....)1 t EL ! i .xk . wry -AEG, Type of Const. (UBC) V.4.01pe. Occ. Group (UBC) Square footage of entire building 1/.. 18`?.!3`4 Square footage of tenant space 441,1,/, Building Use iZatt.tl. t.49AL4..,. Will there be a change of use? Yes ❑ No If yes, describe change of use, including square footages of changed areas L"2t 4'( @C.Zti1 .".. 1 t I..-.. . Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes If yes, explain ,No I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUT Applicant /Authorized Agent (signature) k.—, APPLICATION AND KNOW THE SAME TO BE TRUE AND ORIZ ION TO DO THIS WORK. Date X 1.;',/' y (print name) _ .\Ar,:-`5 (a, li . Xi 44 Contact Person (please print) _111,... /F. a. il4. 1,,,,/),E-/c Phone .7162,>z- ,(O OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 7 --/A0 Receipt# S./ Date Paid 1-7 -- Plan Check Fee (000/345.830) Y7 3 oo Receipt# 57 Date Paid 2?--/ _ - Bldg Code Sur Charge (000/386.904) 3.50 Receipt#; - Date Paid . 7. Energy Sur Charge* (000/386.907) Receipt# Date Paid .r't;' :E 0th' #N;:.. ( ) Receipt# Date Paid i `.i'''i 1 V Fk. k��l'trii.. �l *(dew construction only TOTAL - cO3 ?"a(OWES: $ 730,50 ) SQUARE. EQ .1A ./.BUILDING USE INFORMATION S uare Foota a of Entire Building: FLOOR USE(Occ Typc SQ.FT. OCC LOAD USE /Occ Typo SQ.FT. LOAD, USE /Occ TYn SQ.FT. OCC 1cAD TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMEN BLDG ..IC5- g e„.I5, Approved for Issuance Type of Const. C� To Mahan: Date Approved: 1-6 " SIRE #/' Approved (Initials) Per letter dated c -� - E�/ Fire Fire Protection: 13 Sprinklers ['Detectors PLNG Approve nitia s ■ :i• • L'N' U ., ' 1 IN Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated ^°Y'''• '<: 1.� T .. rxc7'�r ar1. lzr`w;yat • ELE IT PHONE ROOM • v lit .Xis: BXiY }Ji P*. RECIEVING ROOM MEWS TO LET • t. LOUNGE ��••., W, carpet WOMENS TIT HOW 41-t-Pe>fivrestplea-tr ESCALATORS SKVWELL• T ESCALATORS SKVWELL Lei -_' hJf-� v, a.1.. r ya i i ` lrlk4De peOvic . 1rT :I- w• nIt '�• EL "C1 ROOM • EV1 ti vi/00awr i Norl LO68Y • 'THAT Pt1RTtON.•OF T►+F,:4041HUEST OUAR1Et:.UF THE maRt++tA;7'QuI ;.TER l•, THE NOATHEAf :QUARTER Of. THE NORTNuEST OUARTE* OF SECtID':• SKe TOw4SHIF 23 bttlRTN. StJyGC 3, EAST' N.R., TN KING COu+Tv/ WAS'4t64.i1D., OESCRIRE0 AS 6OLLOHSS • BEGtkhuC AT THE 14JAITHwEST CORNER ' OF SAIL kORTNNEST thIARTEf. OR THE NORTHEA31 DeARTEfI THE4CE'SO +utH 02'444210 WEST ALONG THS NEST LIFO OP SAID NoRTNYEST DtUARTE* Of THE NOAINEAST OuARTER, A DIST+:CE OF 114.47 FEET TO THE NORT14`T.INE OP THE' T'GNTtt 430 FEET OF SAID NO?T►IfAST *HARTER OF THE t :ORTre.EST DUARTE* ARO THE TRUE 0Otk4 to BEGINNING; • THENCE N04T' •07'50451"'14E.ST JL(P4G SAID NORTH LINE A DISTA*Ct OF 177,24 FEET TO A EINE 36 'EET: EASTERLY OF THE tEVTERLI;E OF S0uTHCE4TER PAPA14 Y tFORMERLY 57tH AfEttU$ SOuTHI: THENCE SOUTH 11-S9'31* EAST ALONG SATO LINE A OLS14 CE OF 322.74-FEET; THENCE ALONG -A CuRvE TO THE 4.EF'. HAVING A RAO:USc OF 10T.Z4 FEEL, AN OTC DISTANCE OP 14104 FEET THROUGH A CENTRAL £ G!.E OF TS'+SO•.Ito, TO •,LINE 36 FEET- NORTHERLY OF THE ' ;EHTERLIRE'OF 1Dult4 1e0t$. STR-eETT THENCE SOUTH 8t'501 .09" EAST .zL^":' $#TD t$tE"'A C, :ith•CE DP 'i16.70 'FEET TO A LINE 740.10 FEET HEST OF TIRE . EAST LINE OF SATO NORTHWEST Q47AATER• OF THE AIOATt4P.AST QuARTER•OF• SATO. StC; ON SS; THENCE 401114.01`51'99• EAST•A QTSt/.1yCE OF 453.39 FEET TO 4 ':fDtN! yo,tti 014SI *30t! IFES,T EDA00 FEET PROM THE SOUTHHEST CO94ER OF THE TRACT OF LAO CO.T,Y;fEO'T BRUCE 'F. Kt CANN, 8t At, iSY DEEP` AECOROEO. 'UNDER RECORPT't, 40. 72081.70551; InE9CE;'1t9RTH O7•SS'020 WEST 2tO.00 0EE1; THEYC:E Neff O,1` 5L•31$ Ea�;,T SO.t1'3,FEET; T14Et4Cl RTH !7155102'!, NEST A•1113TA4tf OF 3{C.09 FEET TO 4 EOIHT 140.16 FEETTAST OF 1HE HEST LINE OF tHe•HOkTHE'St OWARTER OP SA1t1'SECttON S3;' THENCE SOUTH O2' ?4'12^ wESt J- ;Dfsnwc( D1 X74'4.26 FEET TO 1HR NORTH LINE Or TN14f� SOU1N 430 FEE: OS! 1:1tD NORTHHES1 WARIER OF T'w ierj11THEAST QvARTiz,k; TrH�ENCCE, NORTH OrS0'09";-WE5T A DISTANCE DF /IA.D.I6 FEET -1'b THE'TFivE TOGETHER isfl, A NINA .E1*CitlstvE EJSENENT 1'pR IHGagSI £NO £!AE3,S + V€o *t • 'AGROS3 & STPIP OF LAt :D• iO FEET iK WT1?TA'D5SCR1O ?O, AS ':EILL4KS: . f1EGINN/NG 4t. 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I...,;I, 1-0, orietqc> isre s=,4 eSZe 1 1 4P 'tP 0 SECTION. j t+ • et • GENERAL NOTES niletcgt=lolliostr.11 verify and confirm all. disensions and Notify Trammell Crow Company represehtative of any conditions adversely effecting the design or progress of work prior to proceeding With the item of Scopes of wark: Tenant Improvement modifications. No stzuctural work shall be undertaken unless expressly noted. Required exiting work covered under previoue permit. Tenant Separation Walls: existing, 'covered under previous permit. (Note: Sound batt insulation to be installed in walls adjacent to tenant spaees.) Relocated and New Curtain Walls: To be constructed same as existing. Structural drawings attached. (Contractor's Option: In lieu of weld studs use 6"x20 gauge metal studs $ 16" o.c. modity bracing as required. Furred Walls (0 concrete tilt-up wall): existing furred walls to be taped and sanded to 14'-0" A.F.P. existing finish acceptable above. Purr out" a:dating ducts which penetrate space. Finish same au Office Full Height Walls: Use axes 0 24" o.c. with 5/es type X GWB each side to structure above. Bottom plate connection to be 1/4" remset $ 24" o.c., penetrate into concrete 1 1/4" minimum. Provide slip joint at top of wall connection. Insuiste with sound batt to ceiling height typical. Wall inserts To Close Openings At Walls Bordering the Mall: Similar to above. Interior Office Walls: ° ea Use 2x4s 24" o.c. with 5/8" GWO each side to ceiling height. Provide blocking as required. Paint finish. Insulate witb sound batt in offices at NE corners. In lieu of wood studs, use 6" x 20 ga. metal studs $ 24" o.c. at full height. Use 3 1/2" - 25 get. metal studs # 24* o.c. at interior walls. Reotroom Walls: Install studs with 5/8" GOB each side. Use water resistant type GMB at interior walls, paint finish w/2 coats enamel paint. Provide adequate blocking as required tor plumbing fixtures, accessories, grab bars, etc. Install full sound /sett between studs. Add 410, ht. /thrifts or plastic laminate wairscot at all pluabing wells and adjacent walls or os indicated on drawings. finished ceiling height to be 8,0" fros finished floor. Plumbing Wall: Same as above except use 2x4x @ 24" o.c. staggered studs on separate plates. Minimum outside finished dimension to Paint Finish: Paint all walls and ceilings which are not 9,-0" ht. suspended acoustical tile. (Roof etructure tile to be painted.) Use gufficient coats of paint to cover General: Finish Gel with one coat latex primer and 1 coat interior latex vitt, Ilat finish or as required. Glidden Paint Coapany "Buttermilk" 914701 Alabaster/Off White or approved match. nestrooss and Janitor Roon: Finish Gell with / coat alkyd primer and 2 coats alkyd eggehell enamel. Same color as above. Wood Stain: All exposed wood tris and doore to be stained Parker 13001 Woodlite 8-36. Finish vith 2 coats low sheen sealer. Demolition: Remove cedar siding at mall wall opposite escalator skywelle Patch GWB wall and paint finish. .floor as required prior to installation of new General: Tenant specified carpet to be direct glue down installation with 2 1/2" black vinyl base. Carpet to' be 22oz. level loop dark charcoal gray color es designated by tenant. Restroons: Skeet vinyl ilooring to be Armstrong vinyl corlon "Sandoval" 186660. In lieu of base, continue flooring up wall minimum 5" at all sides, set with sealant an cap with continuous metal edging. Aroma designated tile and receiving area: Vinyl'cosposition tile flooring to be Armetrong Excision 1/0" U10'156759 sFnwn -abite*. Install 4" blank vinyl bees where Office In NE corner: Existing carpet to refrain. Existing Office In NE Corner; Existing no change. Office Areas: 2tx4, random fissured pattern Conwed susperled "tee" grid system. Inntallation per UBC Standard #47-18. Ceiling # 9'0" up iron finished inataf=ris;n: Bangera shall be attached to the structure), intervals of 48" on centers each way. suspension system aupporting wires to be 12Cegstii411: supported with 1/4" screw eyes with 1-1/4" penetration into wood. Install additionel 8 ga. wire supports at each corner of every light fixture. Alao provide diagonal hangers per seismic requirements. Completed ceilings ehal. be horizontal to a tolerance of 1/8* in 101-0" measure each way. Each wire shall support 160 Restrooms: Apply 5/8" GOB on 2xejoists $ 16" c.c., cover with 5/8" plywood. Install batt R-I9 insulation between joists. Add solid bridging at aidspen. Ceiling height to be 8,-0" up from fininhed floor. Paint finish. General: Light fixtures in retail and receiving areas to be dual 81 -0" long suspended fluorescent light fixtures (hung at 12' ht. A.F.7.) With white metal shield reflectors typ. Maintain 60 f.c. illumination at rstail area, add fixtures sinilar to existing lighting system as required. Switch .at panels in electricei Exit Signine and Pathway Lighting: To be provided per code, light fixtures with ensedrefficient balleets located as shown on drawings. ' Gypsum Board Ceiling: 2'x41 d tubs eurface mounted fluorescent light fixteres vith wrap around lees. where Mown on drawings. Restroome Provide single tube fluorescent light fixture terfaee uount to ceiling. Add eiwitch adjacent to door an required. NOTE: All lamps to be Sytvania AP-40/Cee/RIVSS 'cool %shit& • Nxits: All exit doors shall be openable from the inside a without us* of key or any special knowledge or effort. All exit signs shall have letters six (6) inches high (Should be existing.) plain sliced veneer. Door to be :solid core unless otherwise noted. Casing frame and trie to be same Seod and finish es Storefronts Dark bronze anodized alueinus frames. Frame section to be 2 1/2" x 4 1/2" by Arcadia, Xawnser or approved equal, Glass to be clear tempered plate. ; In lower panels areas behind gunrd rail, use 1/4" daek solar tempered glass panels. Note; Vertical mullions to be positioned in line with existing guardrail vertical:I'. General: (verify quantities and specialty iteme required) 1 1/2 Pr. Butts 1 Latch set 1 Privacy Lock 1 Lockeet (key operated cylinder outaide, thumb turn inside) 1 Cylinder 1 Closer I Push plate 1 Pull plate 1 Nick plate AU 5307 x 26D Yale 1152 26D 302 T11-2S.: Yale 30i, S elun SUB Plastic 431(16 Black Plastic 10s2 LOW Black BEW 441 1/2P Black w/white letters Men or Women Verify lacking reqUirehants prior to' inetallation. , Project glaz4ng subject to roclorai Visaing standards and. adherence tO the requirements. Notify TCC Welly discrepancies to standards are Indipatod on draelege QV notes. No cliims fee warms tor Oomplying with the Standard Will he appreVed. ; .4 Notes Exieting reatrooa area to bs cleaned and refinished. Add janitor's sink to existing janitor's oloest. Water Cloaete: American Standard 'elongated Cadet' #2109.405 w/#34 05.016 supply pipe and solid olsonite seat #47 w/open front and no cover. American Standard 'Madera' 92221.018 wySloan Royal 110.3 flush wave and olsonite seat 995. Urinal: American Standard 'Trimbrock, 96560.017 w/Royal Sloan #186-11 flush valve. Lavetory (wall hung/caat iron) American Standard "Regalyn" 14869.012 with 'Reliant' #2185.049. not Hater Beater: Electric callers unit set in AMS pan plumbed to drain. Set on platfors above Floor Drain: J.R. 8mitis 02010.A v/12699 trap primer. Janitor's Service Sink: American Standard 'leak/swell' 47692.049 (w/98379.018 rim guard). Toilet Tissue Diepenser (dbl. roll) Mirrors Bobrick (or) Bradley 9522 9710 3Ox36 Toilet: Floor supported, plastic laminate Wilsonart "Frosty White" #1573-6. Urinal; Floor supported, plastic laminate Wileonart °Frosty White" 01573-6. Provide adequate backing in wells for accessories, fixtures, grab bars: etc. Restroom shown designed to accommodate the handicapped and all pregautione must be taken to position items per handicapped accessibility cede Tenant provided and installed satellite disc N.I.C. Tenant provided and installed checkout counters N.I.C. Verify location for phone and electrical outlet placemene to be provided by contractor. Provide concrete pad for compactor. Parity elaa ond location prior to installation. Relocate two existing roll down grills and install within newly constructed openibg eized to accemmodate gate and electricals Instal' as required and in accordance with ail applicable codes, all conductors smaller in size than a 06 shall be copper. Any aluminum conductors must be 'terminated with cable Scope of work to include outlets, switches, separate ;Service, etc. to conplete. Electrical outleta shall be installed 1 per 400 square feet. Locate on existing columns and where indicated on drawings and/or es noted below. Sateelite Location: 2 quad cutlets with 20 amp - isolated ground (allows 2 extra). each Cash Wrap: 4 quad outlet* 20 aep isolated ground. 1 of these quads should have surge supressors. Plug the register PC's into these outlets. Receiving Location: 2 quad outlets 20 amp isolated ground with surge supressors. PC Location: quad outlet 20 amp isolated ground with surge sup:we:ors. Provide electrical panel(s) sixed to accommodate circuit capacity, install in electrical roan. Telephones: Add pull wire in wanes to locations shown on plan for telephone outlets only. All wiring, inatallation, etc. of telephone system from building entry point to be ter:antic nechanical: Modify exieting systes as required and in accordance with all applicable codes and regulations. Venting to be installed as required. Add to existing to provide 1 ton per 400 sq. ft. minimum capacity of requised. Climate Control: Modify existing heat vene and A/C units as required to provide a minimum 1 toa per 400 eq. ft. Design criteria: winter inside 70 degrees at 20 degrees outside: mummer inside 72 degrees ati85 degrees FDB and 65 degrees FWB. I! required, new roof top units shall be totters or horizontal discharge type contained within 4 factory housing attached unit. All units shall re installed with factory supplied curb*. In Office/Lounge AreAU: Lined sheet metal ducts shall bo uss.41 on aIl vertical supply drops. Wrapped sheet natal ducts may be used for horizontal trunk lines. Insulate rlex duct runs shail be les or less. All return air must be fully ducted. each enclosed area must have a return air, restroome Venting: Provide meohanieel exhaust fan'in osiltng (one each reetroca) connected to light match and vented to building exterior per Code. NOTE: Vent flashing at roof penetration must be lead aed rcof patching mist be asphalt based material. Plumhing: install as required and per Coda. Sae plumbing connectiens as required to existing domestic water end sanitary sever lines. All water lines to be uosper pipes, no black or galvanised iron pipes allowed. Fire Sprinkler*: Additions and/or :modifications: as requited by Code and NPIDA pamphlet 91l. Sprinkler heads to he centered within ceiling tile where feasible. Fire Beee Stations: Relocate existing unite ail elieeoted by Tukwila, Fire berartnent. All edditions and/or acidifications to exieting mechanical, plumbing electrical and tire *sprinkler work *hall be inetallea under lesperete permits ss required and. in acoordence with all applicable codes end regulatiens. Fire Extinguiehera: To be provided and installed per Code. Bpecificatiores Where applicable, standards; for workmanahip, performanbe, quality, :arc. shell comply with requirements set forth in the basic building Codes: All work shall conform to applicatdo building codes amd ordinances. In CA4O of any conflict wherein the methods Or standards of instelletion cr the materiels specified do net equal or exosed the requirements-of the laws or ordinances, the laws or ordinances shall Structural integrity: To be saintained. 2x4 roof stiffeners shall not be used es supports for ceiling. wire, sprinkler pipe supports, uechanical duct hangers, etc. Stiffeners shall not be cut. Any sodifications to above reguiresents to be approved by Trairsual. Crvir Weatherproofing: All penetrations of roof surfaces; by HVAC vents, pipes, etc. shall be flashed and couotorfleehed. Roof Welting must be asphalt base material. Equipment mist be pieced on curbs with breasts as required for proper drainage. Cant sides of curb, oPely roofing. saterial and mop over. Cap curb top and caelk over ell nails am required to ensure weatherproofing. Metals wherever such connectiens lemur. Coordination: The general contractor shell be responsible for coordinatiug the suppliers and eubcontteotore to ensure the proper sequence of operations to preveat duplioatien of effort and to-enable orderly progress of work. All work schedules must be coordineeed with k tenants. All preeautions must be taken to protoet • 1111111 14 X a 111 ra • 1c, II • E I 1 ma 4 301 14. J I� :: tO 04 3 4 icc Lli SHEET Tighe malimaradkaallanwo