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Permit 5880 - Tukwila Pond - Pagoda
APPROVED FOR �-: 7 OFFICIAL ISSUANCE BY: 4 /;? - "" ' , . / �� DATE: Z � 0 Li I hereby certify that I have read and xlfmined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. ZIP 98102 WA. ST. CONTRACTOR'S LICENSE LUMPKI *242 SIGNATURE: - J76i) 1 '.J 9--- DATE: i _ _ - PRINT NAME: , • „ , r , - - / C OMPANY: , ,. PROPERTY OWNER Spieker Partners PHONE 45. -160 ADDRESS 915 118th Avenue S.E.. BP1levii , WA ZIP 98005 CONTRACTOR Lumpkin Construction PHONE ADDRESS 1627 Eastlake Avenue East, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE LUMPKI *242 EXP. DATE 12 - - ARCHITECT Mi thun Partners PHONE 454 -3344 ADDRESS 2000 112th Avenue N.E., Bellevue, WA ZIP 98004 TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N _ S - E - y�ly1/ FIRE PROTECTION: ❑Sprinklers ❑ Detectors DD UTILITY PERMITS REOU$RED ?❑ Yes ®N o ( Public Works] ZONING: C _ P BAR /LAND USE CONDITIONS ❑ Yes ®No FLQOM4 CONDITIONS (other than those noted on or attached to permit/plans): OCC. LOAD . SQUARE FEET OCC. LOAD . SQUARE FEET OCC. LOAD USE CODE COMPLIANCE FLQOM4 SQUARE FEET OCC. LOAD . SQUARE FEET OCC. LOAD . SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET CCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 5%% O PERMIT NO. DATE ISSUED: 335 Strander B1 DESCRIBE WORK TO BE DONE: Pagoda out look 8' X 8' cover frame. BUILDING PERMIT (POST WITH INSPr. TION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE AMOUNT 78.50 RCPT N 4 ;_00 29.00 4.50 41113/ OTHER: TOTAL - V DATE PLAN CHECK #89 -360 PROJE (' T INF ORMA HON I i al` 0 T," • p re 2,000.00 PROJECTNAME/TENANT Tukwila Pond Pagoda ASSESSOR ACCOUNT# 262304- 9064 -37 TYPE OF U New Building ❑ Addition U Tenant Improvement (commercial) U Demolition (building) L} Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other This permit shall become null and void if the work is not commenced within 1 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: O PERMIT NO. CONTACTED Ron DATE READY DATE NOTIFIED - CSC G� 1 BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING � . �© 3RD NOTIFICATION B : (init.) PLAN CHECK NUMBER BUILDING PERMIT APPLICATION TRACKING PROJECT NAME 'TO Fond SITE ADDRESS 335 AMID f hand -Pr .131 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ,.r REVIEW COMPLETED c0. SUIT O . SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD Y:. SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD BUILDING - initial review ,FIRE trLANNING 12-1- Set �..�.s..i....i...i..�i:'sv ��sir_:�<�ti <z�s �if�•�'Ey` }E i : :�� 3_. TANT: ate at 12-1 (ROUTED) ZONING: C b . JBARLAND USE DITIONS? [-] Yes [ No REFERENCE FILE NOS.: C Aer— MINIMUM SETBACKS: N- V E- W- O PUBLIC WORKS O OTHER (). BUILDING - final review INIT: INIT: 17-2olq INIT: INIT: I Z - Z c Z INIT: FIRE PROTECTION: [ i Sprinklers [ ] Detectors itiO N/A FIRE DEPT. LETTER DATED: OJ 0 (.'u)tto AA- INSPECTOR: UTILITY PERMITS REQUIRED? Lj Yes [I No PUBLIC WORKS LETTER DATED: - TYPE OF CONSTRUCTION: UBC (year): 1)4 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /1I'I'LICA HON lllU,`_ I LIE I - III FL) OUT COMPLETELY SITE ADDRESS vd 7a444 wim PROJECT NAME/TENANT ASSESSOR ACCOUNT # -- U W 1 CK.- Po _ .rr (o Ao) 2 -& 4 064 TYPE OF a New Building U Additionenant Improvement (commercial) U Demolition (building) WORK: [] Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: e o-W gx b cow ►�rr r Co f2 BUILDIN warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? di No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 6.1 , Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ADDRESS 'CONTRACTOR ADDRESS Ape WA. ST. CONTRACTOR'S LICENSE # 223 -Hp ,- _ ARCHITECT /1//7-k41 7:24,)//710.5 / Ron 1401 C 1 � ADDRESS L x_tidA A/6 BUILDING OWNER OR AUTHORIZED AGENT y y 7J74'7 9r 5 � ' / h Avg /4 �U SIGNAT al4e SUITE # BUILDIN3 PERMIT APPLICATION DESCRIPTION BUILDING PERMIT>FEE: PLAN CHECK.FEE BUILDING. ENERGY: <SURCHARGE OTHER:' TOTAL RCPT. # DATE 4 -' Fitt -1 0 VALUE OF CONSTRUCTION - $ PRINT NAME / will 62/4v V /47y4,07 a'� S ADDRESS C� , 7/e JJ � Al CONTACT PERSON , � J� �./41/ vEl�? FEES (for staff use only) PHONE PHONE OOc).op PHONE S MO W6. Z P 702- EXP. DATE /2„.2„,.g,,,, PHONE 4_, 9 ZIP DATE / /,/3 PHONE ��33 CITY /ZIP .90x APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application+. submittal. Contact the Permit Coordinator at 4133 -1951 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED H DATE APPLICATION EXPIRES 03/30/59 COMMERCIAL ►.f�oII�I�RCUie. efnrir �Md buildi pafrrttt ePpticetlon: l l4tllgiftot+ SUBMITTAL CHECKLIST El1dAL TENANT:QIPROVEM mpbted building 0en11it •T **it ba tbn: • use cif:: nt common wall tenant ad)ece ( } �veraM;dmartsians of huitdinp orsquare footrpe ':? Floor Plu! W P�posed tenant space .: .... ::.;..;:::.: •.::.;;:. Tenant sOace plan with use:of each room tab etl ........f;xitdooi certi: 4D pattern ':`'::;:. New wall, exidtinq w�ll;and wg�s to 6e demolithed��> Conseruction detaile .::' C roaa sectiorts'eho :wall ooniwcdan and melhod;� attachment for floor artd coitfnp :. .? . calouta tamPacf by a Washington Sta �,� . m �ngineorm gi be recfuimd 1f strttatural work w • t�, Hartyut!lify work $0 fro c* n9 aubmrt so p ttet�./�occunt Nuiit6a ', (2�;i19l of COlf : tl .....:. . 00110100 • Id Pia ` nd loc itlon of antanna/sa llli ;d sl it .161#1# i dlllite"ia t ' :.:::........ ............................... ,....,...,.... NTENNlflATELLlTE< aeHE .............. ............................... ................... ............................... . ............... ............................... ..... .................... ............................... .RE81DENTIAf R . ............................... .. ............................... :;'lfanyul�Nt�R 111p 1011 d;b4ildnQ „00#04 s ssor Account Num ibifpoxtfk �WY4•NFYYfa.kMtWFW r.n.of:.s+vaF VF+ iyw• �Farwr. iu.. ww�.. w. vr.+.+.. u... i.. rrnuu�r. uwN +r.'uwu.5er.wUtYUtL'MLLT1hL�177. aN:IAFMbgt•YtlR,'tliY�NRNYYYMrwn rxrnstru ".wew..wNU t...+t.,18,. ". 4.0..1 W1NZ4V,k•...YMA04 141 ,0,4f4k'1.17l:aC,Peit14 ag:t Date Date Wanted — 6- 90 a.m. Project 7 ACA'ffv Requestor Phone # • Special Instructions Type of Inspections. _:xie..1 Site Address Inspection Results /Commenirs: Inspector CITY OF TUKWILA Building De �•tment 6300 South( 8 r Boulevard � r, eD Tukwilla, , WA aiea PERMIT # (206) 431 -3670 C, INSPECTIQN RECORD I . �' �. ��+ i��'. aYi`! s' ��i:' U rTS�::-: �: G. trvt aM. ttttr!l Wf, ev: sma. J. v+.>:., �w+.,.,.•.- �irn,. w,. v. Nww,,. vr w...«..-,-., w..,r..,, w..+> �, c.. m..» ei.. s. m.• r: r. �: �aa+,. rrt�tvs. x.,.. nh- sr:.�Jwr..- >.v�,..x,;srw -e•. y„xs....,...,h. rr. nor >.vx•:. r:a,.ycsv: + +. CITY OF TUKWILA Building Division Tukwila (206) 433 -1849 C Type of Inspection Foc \Q3 J tour\(1c j c,f Date Wanted ( -1- 9n a.m p.m. Site Address 3 ,Qr Si Project w 0, Pm/y..1 Fajori Requestor R(Uph Phone # ��f - I 3 7 ` Special Instructions Focstirlp cu-la -€oundctiOn a airs/A do p _ Inspection Results /Comments: S ‘ 9 , c ?ri 444ei bla� 7.74 to; e144 it aQ C04 z 2 ,-7 / P .)ks to la 6c ift o,Gv 4p kDir- / d lames zrke i-te 15 no coal Ca f, i 0` e!" 4 e c a z.e f � pfrke twe!/ / D a i c v , ? c � d h? , < � p)1i�c.�r A'77G T G�O�I S y. �l70yt", ?G e LU G 114 111. < - refiC t 7 r see. i t 4 �vL��-v�,� �s � �, 2 la z y ham g, -1 /°� St ,?e. /D6 /" woo ID` 'tor 64 # 0va-e r'iea( zro / OV�h� 'lamLZ dote- v,..40-a-27 191^ i 14. 114 </o..e eZir s 0t G;il3 alt �! . Inspector u Date //7 1� INSPECTION RECORD PERMIT # Date 1 3 -90 $.4o 'Plan Check 089~360o Tukwila Pond Pagoda 335 Gtrander Bl 4^ All structural concrete to be special inspected (Sec. 306, UBC). 5. All structural welding to be done by'W,A.B.O, certified welder and special inspected (Sec. 306, Uno>, 6. All construction to be done in conformance with approved plans and requirements of the Building Code� (1988 Edition). 7" Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. _ THE FOLLOWING COMMENTS APPLY 10,411,4 BECOME PART OF THE &PPROVED'PLANB UNDER' TUKWILA BUILDING PERMIT NUMBER ~~, ' � � 1. : No changes Will be made to the plans unless 'proved by the Architect and the Tukwila Building Division. 2. All pmrmits inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. ' Reports shall contain address, proJect name and permit number of the project being inspected. ' � 8. All structural masonry shall be spmcial inspected per U.B.C~ ' Section 306 (a) 7. 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for ` or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to authority or violate or cancel the provisions of this code shall be valid. ' `' "X" REQUIRED INSPECTIONS PHONE ' DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1 849 11 12 13 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 335 Strander B1 Tukwila Pond Pagoda All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -In inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: BUILDIJG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING S �� 0 PERMIT NO. DATE ISSUED: 1 - 3 "i O PROJECT: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ocnim "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Imp: X15 PLANNING FINAL 16 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER a ( .Roaaen bb d — �a THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the �{//��{//�� Architect and the Tukwila Building Division. 0 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). O Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will oe inspected by that agency (872-6363). O All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be osted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being ip spected. A 1 structural concrete to be special inspected (Sec. 306, UGC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UGC). O 9 All high - strength bolting to be special inspected (Sec. 306, USC). l0 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. !3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. O Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13 Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). O A statement from the roofing contractor verifying fire retardancy of rook wfll be required prior to final inspection (see attached rocedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1980 Edition), +dR1-tora- 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 2 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the actory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. O All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 0 .' Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to • be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. APPROVED FOR . / BUILDING ISSUANCE BY: ZU{ .7i _ f2 -u OFFICIAL DATE: - Z - K - I hereby certify that I have -/; read and mined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized know the same to be true and correct. All provisions whether specified herein or not. The granting of the provisions of any other state or local laws to sign for and obtain this building permit. CONTRACTOR Lumpkin Construction SIGNATURE: \.. 01,_ ' ` ■J , ',.. C . DATE: ` -' _y - f 0 i PRINT NAME: T L 'u H i ' r �E' /J COMPANY: , y -�.� -, , � �. x. _ Cm,d PROPERTY OWNER Spieker Partners PHONE 453- 115[l0 ADDRESS 915 118th Avenue S.E. , Bellevue, WA ZIP 98005 CONTRACTOR Lumpkin Construction PHONE ADDRESS 1627 Eastlake Avenue East, Seattle, WA ZIP 98102 12 -23 -89 -3344 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242 EXP. DATE PHONE 454 ARCHITECT Mithun Partners AD DRESS 2000 112th Avenue N.E., Bellevue,, WA ZIP 98004 TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N - S - E - UTILITY PERMITS REQUIRED L] Yes Q N o W - (through Publ works) FIRE PROTECTION: OSprinklers 0 Detectors ®N /A ZONING: C _ BAR /LAND USE CONDITIONSDyes ® No 4; mo WO/ CONDITIONS (other than those noted on or attached to permit/plans): I -$ -9a PLAN CHECK FEE 29.00 BUILDING SURCHARGE 4.50 DESCRIPTION AMOUNT RCPT I DATE BUILDING PERMIT FEE 4; mo WO/ I -$ -9a PLAN CHECK FEE 29.00 BUILDING SURCHARGE 4.50 . ENERGY SURCHARGE OTHER: TOTAL • 78.50 4! ' v CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5U() DATE ISSUED: I 3 • • •R SS PROJECT INFORMATION SUI II • *rill 335 Strander 81 VALU ASSESSOR ACCOUNT* U •N•$ PROJECT NAME/TENANT Tukwila Pond Pagoda y� 7 TYPE OF (Xi New Building ❑ Addition U Tenant Improvement (commercial) • Demolition (building) ding/Fill WORK: 0 Rack Stomas 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Pagoda out look 8' X 8' cover frame. CODE COMPLIANCE USE -) FLOOR SQUARE TOTAL SQUARE rs uILuipu rtrirnII (POST WITH !NSF _.;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PLAN CHECK #89 -360 SQUARE OCC. SQUARE OCC. SQUARE TOTAL TOTAL ..? • I `• • ID This permit shall become null and vokYif the work is not commenced within 1`80 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF I OCCUPANCY NO. DATE ISSUED: YIN lia• I" 50' " • • EXISTING FIRE HYDRANT TO REMAIN I ts/„I N A*41 11's.20 LOAPING_ABEA, W/4.;* WHITE PAINT STRIPES 100 LF TYPE 'A' CURB 6 GUTTER EXIST. PWR., VAULT TO RE7M N INSTALL TYPE 'A' CURB & GUTTER ON DRIVEWAY CURB RE- -- TURNS AS SHOWN BY DOUBLE LINE, EXIST, OLYMPIC PIPELINE CO. VENT RISER W/SIGN 41.1.6101do arm. *V -4 1 a WANE-740 1' 41 4,) NEW PYLON IDENTIFICATION SIGN DESIGN BY OTHERS SIGN FOUNDATION SHALL FIE LOCATED SO THAT - IT DOES NOT CONFLICT WITH UNDERGROUND DRAINAGE PIPES: SEE SHEET C2, INSTALL NEW POST 68 MOUNTED 'STOP' SIGN PER MUTCD "°'w STD. PLAN RH. CONTRACT-QE-SHA RELOCATED EXIST. 10' WEST BEHIND NE CURB EXIST, ST. LT._ TO REMAIN XIST1NG N� PARKIN:." SIGN TO RDIAIN \ I E XIS T. MR, VAULT 4- O'f FUTURE RIM TO EXIST. ST. L1 TO REMAIN N 88 15*33 W IS a. MON " L 5'R __ INSTALL NEW POST MOUNTED 3030 'RIGHT TURN ONLY* SIGN PER MUTCD STD. PLAN R3-5. !..\! 4030 N BB' 15' W 2 1 1 1 I BURGER KING b I 1. , 1 s 18' o 1 - I ANUSTE4 3800 s f „ „ IS I 1 444 im % 701 1 A .L. 1.7.111.1i.••••,(1.{ Li C.1 00.00 4 .1 I O to MC' o ; ! 0 15'33' C t C L • OPOPOP.1443444.16111441 " • IDE- CONC. X . 30' LONG HITE PAINT . • APES 0 2' 0,C, SPACING (TYP.) I LDG. B;[ ' 18 , 725 s -._LF.LECTRICAL I TELEPHONE ROO !LOCATION. :g PER ARCHIT. I PLANS 75.0' • NEW TRANS- (3 ;FORMER PER 0 I FL/GET POWER ! PLANS VIVVIIRM4101a11•441411•0145:1,1171• 1 0 r4 / 3g S S c■s 5'1 -S I f s • Z\J 1 i I I ' WIDTH SO CROSSWAL 0 \ in S ALI< Wi 4 WIDE_ k F'AINT STRIPE: 2 SPEED BUMP 041 A 40. 0 citf* ,s 4, 0 1 i 1 STEEL PIPE GUARD l POST, SEE BLDG. PLANS. 1 1 84' 1 1 I I I 1 I I I SCALE 1:50 Ptc5n1 7777.7 16 SLOPE / MAX, ( I YP,cf, RAMP WI i'12 SLOPE MAX. (TYP.) W/ROUG!I FINISH Zs) Y) CROSSWALK W/4' WIDE/ x 36' LONG WHITE PAINT STRIPES 01 20.C. SPACING fTYP. N / d c . C I J Ckc 5' WIDE INTEAL CUF. UGHT STAN BLDG. 6 SURVEYED LOCATION - of EX. t3' TO 10' HIGH GABION REIS WALL Sli9VEYP) cppf.T OF •WATra FEIN; ••.-. PLANS. SCALE' 30' \ WHITE PAINTED COMPACT ,/ TA TIC i4 \__,PESIGNATION WI P' HIGH STENCIL LETTERS. (TYP. FOR EACH COMPACT STALL1 ' WIDE CONC. WALK W/INTEGRAL RB PER ARCH. PLANS i P.AINT 4 WIDE YELLOW __CENTERLINE SKIP STRIPE:3 \-- .25' LO 1 SPACING AS SHOWN 1 .. t......,5-7...-,..,........:7-. ........-11: . • • • : . . .. • lb.,.......,.......st... ' - • • . 444.4.411 I Lb, S • • ., • . . .ED STO SIGN PER MUT - i:,•; . '''.•*-••••;•^••••••••...... STD. PLAN RI • ...t . ... 5 . 84.90' • , . • b . OL & PC _E 'S S ci..f.1:4 NI _ 1 R 'R ITYP.) 188.90. 8.4 N SI:115'33" W ITYP.) 1 R890' , ,-...--- -TRASH ENCLOSURE 10' WIDE x 25' LONG WI 10'x10' CONC. APRON (SEE ARCHITECT • PLANS) SURVEYED SETBACK LINE ' ' LOCATION FOR 25' BSBL FROM 13.0 CONTOUR 19;IL A NJ A i 11+1. NEW TRANSFORM a .-- CaStor ===." - c ' ..... - PER PUGET POWER PLANS. ...... __ELECTRICAL I TELEPHONE ROOM LOCATION PER ARCHIT. PLANS wa r sevr.444.01414 w as AM• 0001 1 ,07,4 1WIP41W4.154•4110$4•Wrilri4,447412L-4 0: k? G W/INTEGRAL CURB PER 31,600 S ARCH. PLANS ITYP,) 2 , • & WALK SIGN /AL ITYP.) .50 ARD P SOUTHCENTER PLAZA 1166AS SITE PLA BLDG. A CROSSWALK WI';" WIDE x I V LONG WHITE PAINT STRIPES 1 20.C. SPACING. RAISE PAVING 2' HIGH se 10' WIDTH SO CROSS AS A SPEED BUMP. / / (6 16 (I 6 16 I A 0; 9' 3 4 C --------------- LANE PLAt 4' STRIPES PAINTED I <4 45* ANGLE (WHITE) . Er SIGN WI _ I INTERNATIONAL _1255' _I 1 SYMBOL OF t ACCESS 4' ABpVE CiRADT, c, `VARIES I SC:APE TER CURB (Ty t sc„ „i 01 rs.f . - L i** (NJ CONDUIT AND J-BOXES. NE 114 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA WASHINGTON 5 •... 1' • ••••: c\ito.s , 1 ITE rAINITED 1 I t• 1 8' ' TYPI COMPACT 211.13' I ' „, 1 cr r ii? .Z.) I II li P. il ft .4 ., 1 1 ii c cr 1 cic cl c F c 1 1 1 f - SAI c 8 . 4 ' etc c lc' IC 1 !Hill I i° I R i l l 1 _1. . • 111-1 1 -1 ,1 1 1111 If Cu in• TRAFFiC\ -r \ \ SEE SHEET C4-6 FOR CONSTRUCTION \ 1 PROVIDE 39 PRECAST . CONCREst: \ \ .__ s- DETAiLS. WOP.K IN THIS AREA TO 8E 1 WHEELSTOPS (I PER STALL) FOR COMPLETED BY OTHERS. 1 a---• ALL. PARKING ADJACENT TO NEW I ';' WIDE SIDEWALK ON STRANDER 1 1 BLVD. i 1 . : 1 PRIOR TO INSTALLING THE NEW SIDEWALK ON STRANDER BLVD, BETWEEN ANDOVER PARK WEST AND SITE- _ ENTRANCE, THE CON- __T -T , INTERN 4 T1ONAL hiBilL OF ACCESS (WHITE) I I N 6 V1 14 R4 1 • 1 1 1 21 5' WIDE PAINTED WALK E 1' -• ' -2 WiDr. STRff 1_0 W/45* WHITE STRIPES Q. '*."*: I I I I - T r) 1I . . t 1 12' 12 8' 1'5I -F-1 1_ I I I I I ■ X*- * I ..; - ‘.1 - 1 p'ol.e. sFr;c1,1 1 - -1------ , , 1 -±- - i - I 1 i 1 I 1 1 ! 1 1 1 1 ;•-• 815 W 5 • N 88`15'33 W (TY1'.7 • i • I 12' 12' 171.25' . ,,....Z.-..46...--..--:-...1 I ' I " ! N.,-- ,••••••••••-•.•-•-...! C C • CIC C Ic 1 cis: I IV . . • ::3; ...--.......-......,...±„._-_!...,;--,--........... ' • ' 1 4444•4444.044.4.-•*.a4 AREA: Zi. DISTRICT BU1 LP' N6 AREAS: DEVELOPMENT STANT:PDS : NEI OPT LIMITATION: • DTMENSION5: PAR.K I NI; REUI QRED ' "P P53.33' • _ ________._ \ 0 0 "41 • UI BLDING 4,500 et --5' OVERHANG 95 RP.Ili‘TE TO BACF< OF CURB 1 S /3815'33' \\ n --- 4 14 O' 511- ? ! L --\--t: IEW_T.RAMEQEMERJ . ET_FLP,P,IET POWER PLANS LT1 TOTAL AUA RAMP I......SPECIAL NOTE APPROXIIAATE LOCATION OF EXIST. OLYMPIC PIPELINE CO. 12N4'' HIGH PRESSURE JET FUEL LINE IS SOUTH OF EXIST. PROPERTY LINE AS SHOWN PER ASBUIL TS. CONTRACTOR SHALL EXERCISE EXTREME CARE WHF.N WORKING AROUND THIS PIPELINE AND NOTIFY MR. TIM YEAROUT AT OLYMPIC PIPELINE CO.. P.O. BOX 1800 RENTON, WASHINGTON, 98057, 2.35- AT LEAST 48 HOURS PRIOR TO WORK. EXIST. DEP rH OF PIPE IS APPROX. 4 FT. TO 5 FT. PER ASBU1L TS. THIS PRO- JECT HAS BEEN REVIEWED BY MR. TIM YEAROUT OF OLYMPIC PIPELINE CO, AS OF 6-1-89, ALL WORK IN 1 EF,LD SHALL BE AT 44E OF OLYMPIC SITE DATA eaMe..1••••■ab:..rt msmrs ..m.tnr• aria. et.•■•• W/1.e..••1........*.•,AW*•......•414K+ me* Targot r a rc el Sp i e kosr Parc e t Roma i n A.1 a 8.10 Ac 5.66 Ac f' 38.88 o C-P/P1Pnned B.iines,; Center . 15 F. ..s•:r eomp-ac St al : S1.andard Stall w : Acrior ((41(1 Ft HANDRAIL ON TOP OF GABION / L. SEE ARC:HITFCTURAL RKING STA, LL DET AIL TUA T///.. 4 P('-')/V0 S. BInk sq. 11.1" r 111 , 909 A 31 :,600 . . Bldg , .8,725 E; S,000 s.f. cesWronn Bldg,. C. 4,500 O. (hank) 11 :ircer• King 3,600 s.f. ToTAL 170,35'4 s.I. pf. Le.lsable ary.;; CING F PF • [ I I 1 ‘ .101_1 1 'E ,WHIT 'T PIA NITE .TRPES 3'0.C. :1 11EV Fr CI' 10' 13' t klINATIVE BUFFER X 16' *,;/25' a is: (1 width 9f x 19' W26' width 2 5' x s.1/2; • ais P.fa,ai.1 ()54,24 sq.. ff. t: (I 1 . I f., , )4* I f; 12 . • :• • . 514 s f,'OCfSS !Diet I S. S 88°15'33" E 482.3 4. • ••• 1•• 1 0. INE D ' ESF wee it LEGAL DESCRIPTION -St 1,4!, , 1 1 1 ;i3G1 GAB ON 1YA1...1..• PARK I Nf.: PROVIDED: Bou NEW PYLON IDENTEICATION siar, - U51.1 1 :01 , 1 - GY SEE SHEET C4-6 FOR CONSTRUCTION DETAILS. WORK IN THIS AREA TO BE: COMPLETED BY OTHERS. • . ' PARK' Nc."; RATIO: LOAM NC SPACES REQUIRED: LOADIN(1 SPAC.P:1 PROVIDED: io The Southwest quarter of the. Northeast quarter of Section 26, Township 23 North, Range 4 Erest, W.M., in King County Wahigton; EXCEPT the North 30 feet and the East 30 feet thereof conveyed to the City of Tukwila by deeds recorded under Auditor' File Nos. 574814 and 7402080363. lit r:gs: P, ... . •••, a 11 per 1.000 f of gross lez:s111.ie aro•*. 5 pnr 100 fd 1 1 1 1 1 1 I ! 11 it 6 ' • 1 i " 1...:: 1 1 fsriK,J, W Hil_l _ lir1411 - :,L1-QU T1 ° o i ii - --1---1" -1- I . l 1 1 /1 1 1 I I I 1 l.. I 1 1 ; - i [ • s_l t,5 .. PJ 352.09' Au , i *1, I i ,, 1- 1 • . l,c • I i 1 i4 i fi - • t.,'..% bib '*:') st.), • •I . 1 E 1 1 1 I ;: 1 w--) L. _..H.1.4._,..ti I i tt . F .. --f-----1---! 1--- - I [ -- i ---4- P I 1 i 1 1 .;1 I 1 1 It IN , __ Y L. _Ir , 'D , a. 1 S, El RI SPACINC OR AS SHOWN. , , -„ 1 4 , ....,•,, SRITYP5I . , , • • IP - IN I q1 T 5 F- 0 0 . .4P IN ID W • 1 _1 ' fi Q 5 il \ - :..4R k--; 244.51 \ 15 1 \ I .. ' 1 ' 1.1:6 i 1 11 4 ,, • 1 ' • 1 \ _,...- -"- - \ 17 - 1(1 ,-- T 61 1 c 1 C C LL 1 1 IC {C Z 1 16 0 ii C L .c. 1 ,--- 9 . \ , ..'22 U i 1 1 1 1 1 I : , ill „.-YEL - 0WAINT - •;•;5t 2 u- 1 ' 1 '' t' 1) ---- DOI. BL.E 6' WIDE -..: ..- •*"' - STR1 ES ?: 150' .....:5----4 ON- -- EXIS TING PROPERTY I 4 1 I MII r l_c C: ill _ c l c I 4 Ci C Cie IC C IC CICC CC S: CC C IC C • CIC,C TC 1C 1 111 I 1 1 - 8" WIDE WHITE PAINT 0.1 ,......... ve . i. iisfiGEIT [VP 213.97' stailI P AR it i ltsi; 1:1,1c cj...._cl. cl c td c I c I c c c c c P1/41 f Ic l f I c tIl L,c c Ic I c L,c Lc .... 0 TOTAL 459 st111.11 C C 113q6._70\ FX1,5` T. SOLI TI MALL f',40(1/11(3 353 ;:tn adird stlir; Lrrica: Er") n co , (2) mpc 1 a st11.!. i;AndarAl Ghia:Tier frco •:;)1::act 5;t.,111:; TOTAL 323 1 2.5 ,:talis p1s. 1,000 of :ii.' floor !1.na F gros area 1 15' 0 62st a:1lard 3 01):Irier e.1 1 (24X1 corTa c st W1w11 he.ght: is :Dyer 20 feet, y 3se 20 plu7 1 1 not . . fot.: of i.luilding ovev ', ' .39 PRECAST CONC. WHEELSTOPS (I PER ST/•`‘LI.) I I-I ON 1 (IF 5- ' -1-' GABIo 5. ,,,NEW 42' HIGH STEEL PIPE / ALL PARKING SPACES ADJACENT TO HANDRAIL. N 1 WAIL Al EDGE OF PA.VING ; / ! SEE ARCHITECT rLANS / • (BY TARGEM EXIT ___ENERGEM. EXIT .4.4.4.44.ernonie...4.4444.44,0 .11821110044 401..40.30 44 441.49•441. TELEPHON, f LION Vi OCATr 2"PVC CONDUITS .. CONNECTION LOCATION LEGEND S 01°44'27" W 37.10' ...... CONCRETE WALK BY TARGET CMERGENCY FAT- - & 51";1BZ 31:1 B7' CR.OSW WHITE PAINT STRIPES 0 ?'L SPACING TARGET BLDG 101, 0 sf 1st Loor 0000_8f warehouse 111,909 sf total EXIT _____ DEVELOPER'S CONTRACTOR TO CONSTRUCT CAST IN PLACE CONCRETE CURB PER TARGET BUILDING PLANS It4 e"P kieue • __EMERGENCY \ EXIT N 88'1533` 1 .".4? . . 61 : ` ' cc 85 LI' TYPE 'A'.... CURB & GUTTER 4 1 - -1- 4. 1 l ----- rr fe--'0 V&P ---1 . i ._ - , 4 7---- \ ,____ , i ! i -1. • - ! ....**.r.- . : . L. -FUTURE PROPERTY LINE\ $ J S r EXIST. TEL Mt! LINE TO Rtf!-Wiiir INsTa.L. EXTRUDED CONCRETE CURBING AROUND ALL X 'S'AVEMENT EDGES & PLANTERS UNLESS OTHERWISE \--SPECIFIES) FOR TYPE 'A' CURB & GUTTER ON THIS PLAN. (TYPE A' CURB & GUTTER SHOWN BY DOU BLE LINE) BUILDING ENVELOPE CONCRETE HEAVY-DUTY PAVING PROPERTY LINE FUTURE PROPERTY LINE AFTER RIW DEDICATION COMPACT STALL STALL COUNT PYLON SIGN LOCATION GABON WALL S ExIS:T.. PLANO CO. WARNING I.; 614 T REMAIN E COPY I tiridOrtttAnd Met the Plan Check approvals are Milji@tt it) OrePrii e.thd omissions and approval of ovriea v,iation of any dtk: tT •:ontractor's tref* Ol approved plans ecknovileoctW. ) t Rill ' e 'etW oL IVell.W. , 4 1(4 1.1.M AN N 1414 % 1 . 4 e 4 APOP HMA Pe rn it TIRE 0 E SV E L OPME N I ,41?EA 8°1 5'33' W • • 475-- i908• 83../3` , 4, . • •1 RUCK DOt K • AREA , Le,Y l'AFP,VT> POW C()IsINF-:.C LOC A TM I .;1',3 CONNECTION LOCATION EMERGENCY 7iT • • rse,PA 4:t 7 VALJL . .1' TRASH COMPACTPRil ! (Di N; in N .‘111421 TO REMAIN 4411114MAPOOMNIMINIMISIN SO .......... 84.67' N 8915'33 W BUILDING D VpION OcCEIVED CITY OF TukWILA NOV 1 3 1989 HOOT CENTER 5 9' 15' I t 235 L TYPE 'A' CURB R GUTTER -5' •TYP. \\. DETAILS. R S e V S WI 1 A J E O PO L :I:T RIER AT PFO, C ' 1\ NEW TRANIF LO CURB 11.1 -s POINT - EXISTIamu 1 Pf '4' GUTTa•IT 44 LE TYPE 'A' : Foc CUM UTTriT \ • 1 „ EXIST. DCVA Fl 13,5 LF - et.RB & GUTTER L.Scal_TRAME1... KLOCATE EXIST. ST. LT. 50' EAST OUTSIDE NEW DRIVEWAY 446 41. 44. Oft ffee IOW •444 t rxisT. t mo r co. 4.441. OM III` 41 1■•44447,44 .11 14. a eta 41.■• Oft Any MO URE EMER, ACCESS NECTION. PROVIDE KABLE CHAIN BAR- ERTY LINE W/ KEY 'CESS IS ALLOWED. KER PARTNERS FOR RMER LOCATION PER PLANS XIT & STAIRS C "'"'"'"' --- EXIST. TEL .5 ST. E HYD. -5..., EXIST. PARKING T O - 1 - LIGHT( \ r EXIST. PWR. / 17tEN.Lai. I L VM X1ST qE HYD, k r. me wmt. s.n savg...1 --.----- EBILiNF To___Es OF CURB I a 444 0,44 PP. 44e. 64.0 4. 11144•9 a • • 0 a co 00 11; :ow ) 4 4 mis CO CD a , 111 11111 11 1 111 1111111111111111111111111111111111111111111111 1111 .77 ••••• ; „. • 1 6 7 8 9 mADE 016E5046NY 12 O 16 Tti!, 2 I . . • . i notice, It is cue to the quality Cr the oripine 1 eccuThent. if the rilicrcfiimed eocument is less deer then this o He. /2 9', Sid +i& CZ Ze. el ' 2.1 41 GI hi CI IA 01, 6 • • , , , . • , , „ , - • ' '•:-." • 1. 9 Ci 11111111 IIIIIIIIII ,.•;„; • * 5 " • '. " • -. • • „... • J • 445). CSA 1 \e-{ e7 CONC. CAP ISO • 4-1? 4ite1/44306 GML) 0 16 T111. INC" I4 iSayok'rW 4- 4r) ,ee 17,40- e F-4 - rtiV- cizr CORNER DETAIL • .1'.‘;. • .0c–• • I "keit II I 2 iv EeP ..••••••••■••••••■• • 15 - rh-1.-er '.4-101.0 orzov; PAO le eP - Jr-0ga !? P 1 I f 0 ii HOG-0 0 4 e.tlie'r.ie 1 3 411- A.HitZ III 11'11111111 11111111111111 1111111111111111111111111111111111111111111111111111111 11111,111111111111111111111111111111 2 4 5 ( 7 a 11 ' 6F "'" Nv 12 ' 1 4 NOT: If the microfilmed eocurnent is less clear then this o Lc: 9 c G e ee oe — fir Ll 91. St t tt notice, it Is cue to the ouelity of the oripinel eocument. . , •NIV 1111111111111111H1116111116111111111111111IIIII/H11 IIHM11111161111411116111111HIIIIIII/PIIIM11/1/IITHIIIH,IIIIIIII--11-!IIII,111,1,111111,111111,11,1,P1,),11,1,,h,,1!,,,I11,11,11!)1,111.1.1,L1,111,1.1:111!,1)!I,j1,,I!ljP1,1!)-11.11;111111"17,1J111111114.11I1.111,1'; • " - • 4 • , • ; 1. • I , • t! I 11.0 PAGODA ELEVATION 1 • C*:)Pk„ GODA PLAN .19pv--!0 NT) 64 1 ItECEIVE0 cm/ OF TUKWILA NOV 1 3 1989 PERM7 CENTER MITHUN PART N E R S ARCHITECTURE PLANNING & INTERIOR DF,SION DRAIN CHM' • PROJECT ARCHITECT SHUT 0110/.8tft a5FYRIGNI'o f•inftm PARIMRS • , IBBI8N012€88 86.1.D N DIVISION . , M ,telM2111} . ''I1 , stmusonsastwAystentommataseampo PROJECT N9 eilop-eao, DAlE P I - 2000 I 13TH AVE NE BELLEVUE WA 98004 " • ( 2 0 6 ) 454 3 3 4 4 FAX (206)6464776 ICo,')< !Co" F2 I LAT,1. ' l' NYYSYs ,w'sm'"r ",+.:%°,L'�e:33S,a:✓.f 1-1 bay 1.--EN/ 1''-. l -•a" 16 U M IN : 1 ti 1 1111111,111 III III , .. • Pr (4') reek :xS':.: i p ' HOL IN dc.; Cam' . Pg ', P. .. I - � V ' . • r ,,i c,frt1 r' = 1 1 L- ► r - ea 1111'111II II,lIIIIIIIIII11!'llll 11'111 IT IIi 11lilli III 11� f' ill IIII' iII '1 2 8 h I`JaT = t f'the rriicrcfiirned. document is less ciee.r th ul this notice, it is cue tc. chE quality Cr the orininei "coeurient. LZ 9 Se hL c 91 St IA Ct Z1, II 01, 6 9 111 i11111i�111 ►11IIIIiIIlllil►I11 II II IlI1l Illllli llll! II IiillilIJIl l!I II 111 llllCIIIIIIIIIi�lillliillll llllillllllll llllllllllllll( IIII1111IIIIIIiIiilllil lllfllllliliiilllll IIIIIII li I I 1 I l Ii l �:..,... _..�� I I i Il I i !II IIII Illllll( .Il III ..::..... ... .�..� .r, s.. ,,.,.... ��:.. .+,. s. xl_ I__:.. tbn. �v.. x iyf_- v°fil.�,. .+..iress.?,.....:��. ..drt :_ �'�rt- .ere;.r." �, .. � .rt..: ?�;'%- r�.:.a�:1, r,�.a�.�Y,r�:.k;crru3. rY �:s•�r _Yy��r..:�.i� x..' 1 111111111111lllll'IIIIII! 11 MADE IN GEPMANY 12 REINFORCED MASONRY: CONCRETE MASONRY UNITS SHALL CONFORMxTO "ASTM +'C90' REIN_ , 70 GRADE N -1 AND SHALL BE LAID IN RUNNING BOND WITH TYPE "3" '( ASTM C -270 ) MORTAR HAVING MINIMUM COMPRESSIVE STRRGTH OF 1 PSI' AT 28, DAY. , FILL ALL CELLS CONTAINING REINFORCING WITIf,' GROUT ( ASTM.,OT476 ..) • HAVING MINIMUM COMPRSSIVE STRENGH OF' 2000 PSI , °' IN LIFTS "NOT ; �EX,CEEDXNG i -J" IN HEIGHT, FILL OTHER CELLS WITH GROUT AS INDICATED ON ALL REINFORCEMENT SHALL S E IN PLACE 'PRIOR' TO' GROUTING. WITH VERTICAL; ALL EMBEDED ITEMS SHALL BE AND 10,2 DIAMETERS, iipt i UM AN C Ner#R$. BARS HELD AT TOP, BOTTOMI 19 GROUTED SOLID •IN., CELLS. PRA ' IDE TWO #'5'` FULL ' HEIGHT EACH SIDE OF AL L„ OPENINGS AND AT DISCONTINUOt1S ` EROS. PROVI E J HORIZONTAL BOND BEAMS WITH TWO #5 AT 487 o "C. .:MAXIMUM. P, . .J[DE :.l33O D: DRAWINGS: WAL AS HORIZONTAL REINFORCEMENT AT ALL WALL- LAP' A U BARS CORNER ' BARS To TC • WALL HoRI7 L IN 40 DIAMETER, 1' --6" MINIMUM , UNLESS NOTED OTHERWISE. - MINIMUM, ., TXCAJI.' REINFORCEMENT SHALL BE 45 @ 32" O. C . `[IN'L,ESS ,NOTED. OTHER WISE '-ON` ,PLAMS . STEEL S -.. . „ , STRUCT T : ALL FALL CONFt9RPi] :: T 70-0:::$7. A " 8 i � . A3 6. A LL B O LT S � A. S . T . M A. A3,07. ` WELDING ELECTIROD S SM ALL 0 . XX ' r ` - ' A -CO LL 1 WELDING SHALL BE PERFORMED BY AWS A CERT xi'ED 'WEL D E R,S AND 'SHAL B E; 3!1e t4t4x:iuM - �(p j x '++fie ham. }�. . y � . SEEL • ., ' RJT i L 5. 5 t .04 .. . Y � ,' 9 ., CONTRACTOR'S , NOTES : CONTRACTOR'' SHALL ' f$E RE SPONS /BtE FOR'" AL M1 tiEQiflR , SAFETY PRECAUTIONS AND THE METHOAS,, . "TECHNIQUES ,'AND ,:',SEQUENCES +, O F, =; PROCEDURES REQUIRED TO PERFORM TH E WORK ; IF ANY ERROR 'OR,,QI!�ISSION APPEAR IN THESE DRAWINGS SPECI ''OR; OTT ERROR BEFORE PROCEEDING WITH THE WORK, OR + ACCPT FULL `RFSioNgIRI ;I,I OR THE 'COST TO RECTIFY. SAME. VERIFY AND Odo i INATE `'xN WALI. t...✓ l WITH ARCHITECTURAL, ..MECHANIC,, AND , ELECTRICAL '.DRAWINGS, THE ;,ENg1NEER, HAS NOT BEEN RETAINED TO ' PR VIDE ` DESIGN AND /OR C)NSTRUCTION''RI:yIEtf I - , SERVICES RELATED TO l'OR CONTRACTOR'S „SAFETY PRECAUT O fS OR `TO HE1 NS`r METHODS ,. TECHNIQUES , SEQUENCES OR PROC$D JRt'S FOR TflE, - CONTRACTOR T 4 •, °PERFORM,.¶THEIR WORK. FOOTING ELEVATIOI S'''SHOWN ON DETAILS, °ARTS, MINE II 'DIMENSIONS. CONTRACTOR MUST VERIFY EXISTING , PR CONDITIONS ' T T.:..42_Eik. r .y THE FOLLOWING NOTES', PPLY UNLESS''$HOWW'dTn ftWI 5E ± GENE RAL: ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM. TO THE UNIFORM BUILDING CODE, 1585 EDITION, _ DRAWINGS, AND . SPECIFICATIONS. THE CONTRACTOR ° SHALL PROVIDE TEMPORARY Y BRACING UNTILL =_ALL " STRUCTURAL' • CONNECTIONS HAVE BEEN CO1�IISLETED. D NOT SCALE THE DRAWINGS. , REINFORCED CONCRETE : �'' c w 3 , 000 PSI .FOR ' WALL5, FOOTING AND CC)1,4UHN,,$ MIX SHALL 'HAVE NOT LESS THAN 5 r1/2 SXCKS OF CEMENT PER CUBIC YARD AND SIX - GALLONS OF WATER MAXIMU'1 PER SACK FORS ALL CONCRETE. CONCRETE REINFORCING STEEL PER A,S.TeM A -615, GRADE 40. CONCRETE PE 7TECTION : CONCRETE PROTEC` (COVER) FOR REINFORCING' STEEL SHALL BE AS FOLLOWS: ' . , FOOTINGS AND OTHER UNFORMED SURFACES, EARTH; FACE FORME D SURFACES IN DIRECT CONTACT ' ' WITH! EARTH r - - -- --- -27 BEAMS, COLUMNS AND SURFACES EXPOSED TO WEATHER ' ., , WEATHER 1 ••1/2 ±r STARTING WORK. . REFER TO ARCHITECTURAL DRAWINGS FOR OTHER ' {WAL FrI1NI5f'JES DIMENSIONS 5_ REINFORCING STEEL DETAILING: (INCLUDING HOOKS AND BENDS) IN EDITION). LAP ALL CONTINUOUS MINIMUM. PROVIDE CORNER BARS BARS 30 BAR DIAMETERS OR 1'-6" ' 15 , 0 PSF', ' 30 MPH , EXP B ZONE 3, UBC - 85 Z =3/4, I -1.0 K'1 d 33, QS =O.14 PRESSURE = 2 000 PSF ( ASSUMED ), REINFORCING STEEL SHALL BE »W1AILED ACCORDANCE , WITH A CI 315 AND 318. ( LATEST REINFORCEMENT $0 ' 'DIAWETERS OR 1'...6 AT ALL WALL INTERSECTIONS. LAP CORNER MINIMUM. PERMIT CENTER f ".!-Y.;;`, n °lid 4 y�r',iErre.•xC7�';�t...;;��.